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City Council Agenda Packet 09-13-2021AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, September 13, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING Monticello Community Center 5:00 p.m. Preliminary Levy Discussion 5:30 p.m. Chelsea Commons Discussion Mayor: Lloyd Hilgart Council Members: Jim Davidson, Charlotte Gabler, Brian Hudgins, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting Minutes from August 23, 2021 • Regular Meeting Minutes from August 23, 2021 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Services Announcements • Fire Department Open House — September 19, 2021 F. Council Liaison Updates • EDA • BCOL • IEDC • Planning Commission • 1-94 Coalition G. Department Updates • Construction Update 2. Consent Agenda — All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2021-69 approving donation for MontiArts in the amount of $200 from Rick and Lori Kothenbeutel Consideration of establishing December 13, 2021 for the Truth -in -Taxation Public Hearing Consideration of approving purchases for the new DMV location including IT recabling services from Arvig Enterprises for $11,820.50, IT hardware upgrades from Dell for $13,979.60, and security cameras and key card access installation from Russell's Security for $29,374.28 G. Consideration of approving a contract with Abdo, Eick & Meyers, LP for standard audit services for the years 2021-2025 for a total not to exceed cost of $177,146 H. Consideration of approving an accounts receivable policy Consideration of amending Resolution 2021-64 for vacation of a portion of Cedar Street, Dundas Road and Marvin Road right of way as legally described for the proposed Kampschroer Addition to include Exhibit Z conditions. Petitioner: Sherrie Danner Consideration of authorizing the purchase of a 2021 Towmaster T16 Deckover trailer from RDO Equipment Co. of Dayton, MN for $13,001.20 K. Consideration of accepting proposals and awarding contract to G Urban Companies Inc. for the 2021-2022 Ellison Park Improvement Project in the amount of $117,055 L. Consideration of approving a contract with Hoffman Construction for the extraction of materials and a Temporary Construction Agreement with OCELLO LLC M. Consideration of authorizing staff to issue an RFP for preparation of Shovel Ready Certification Documentation/Studies for three City/EDA-owned sites in Otter Creek Business Park 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of adopting Resolution 2021-70 approving the City of Monticello Economic Development Authority special benefit levy of $388,000 and accepting the preliminary EDA 2022 budget of $425,000 B. Consideration of approving an Interim Use Permit for to allow extraction/excavation of materials in B-3 and B-4 Districts. Applicant: City of Monticello C. Consideration of adopting Resolution 2021-65 and Ordinance 763 for rezoning to Stony Brook Village Planned Unit Development, Resolution 2021-66 approving the Final Stage PUD for Stony Brook Village and Resolution 2021-67 approving the Final Plat and Development Agreement for Stony Brook Village. Applicant: Mark Elliot Homes S. Adjournment AGENDA CITY COUNCIL SPECIAL MEETING Monday, September 13, 2021— 5:00 p.m. Monticello Community Center — North Mississippi Room AGENDA 1. Call to Order 2. 5:00 p.m. Preliminary Levy Review 5:30 p.m. Chelsea Commons Discussion 3. Adjournment 2O14A Bond Early Redemption The city issued 2014A bonds to fund the settlement with the bondholders associated with the 2012 default of the 2008 Telecommunications Revenue Bonds and to purchase equipment in the Central Equipment Fund. The city pays over $500,000 in principal and interest on the judgement portion of the 2014A bonds each year through the debt service tax levy. The bonds include a call date of December 15, 2021. As the city has done in the past with other bonds, the option exists to pay off the bonds early with other available resources. Over the past year as the council has held long-term planning discussions, plans how the city can best utilize the healthy fund balance in the Capital Projects Fund has been a common topic. Staff recommends using available fund balance in the Capital Projects Fund to call the 2014A bonds on December 15, 2021 for the following reasons: • If the 2014A bonds are called in December, the city's outstanding general obligation (G.O.) debt level will decline to just over $21 million, and the annual debt service levy will decrease by over $500,000. This change would leave more opportunity for future bond sales for one or more of the potential capital projects on the city's horizon. Until future bond issuances occur, staff is proposing the city allocates that amount to the capital levy for other Capital Improvement Plan costs and to manage future levy increases when new debt levies are added. • The interest rate on the remaining payments ranges from 2.75% - 3.50%, which is higher than the rates at which new debt is being issued. A proposed refunding scenario provided by the city's financial advisor in early July assumed new bond rates ranging from 0.50% - 1.55%. While refunding the bonds with a 2021A issuance is also an option, staff does not recommend doing so because the new bonds would push out a call date to 2029. • The default on the 2008 Telecommunication Bonds caused a downgrade in the city's bond rating two levels. While the city received a one -level upgrade in 2019, investors are still cautious in buying the city's bonds. The city will increase investor confidence in its debt by showing the fiscal stability the city has achieved by being able to call the 2014A bonds early. However, the city's reliance on a single property -taxpayer is still a major concern, so paying off the 2014A bonds early does not guarantee a rating upgrade. The risk involved with the early redemption of the 2014A bonds includes the use of the available fund balance in the Capital Projects Fund, which would not be available for use on other projects or capital purchases. While there is risk in spending the fund balance, the current healthy balance is sufficient for the early redemption and will still leave a fiscally responsible balance in that fund. Note that the equipment portion of the bonds, which are paid using the Central Equipment Fund's lease payments from the General Fund, will remain outstanding and have a maturity date in 2024. lK CIT Y C) F 41& Monticello 2022 BUDGET MEETING #5 September 13, 2021 • July 191h — Budget Intro and Buckets: Personnel, Equipment, Major Non -capital • July 261h— Buckets: Capital Projects, Funding options/strategies • August 5th — Chelsea Commons Discussion • August 9th — Budget Summary and Review • August 23rd —Updated Budget Summary and Review • September 13th — Final Review of Budget • September 27th —Preliminary Levy adopted during regular meeting CITY OF M nticcflo \ 'K C I1Y 0F ii Monticeflo TAX LEVY & MARKET VALUE INFORMATION 2020/2021 2021/2022 Total Change New Construction Existina Change New Construction Existina Chanae Residential $ 894, 321, 400 $ 955,0021500 $ 60,6811100 $ 97985,700 $ 50, 695, 400 1.12% 5.67% Commercial & Industrial $ 287, 34� 00 $ 289, 463, 900 $ 27116,700 $ 2,0891600 $ 27,100 0.73% 0.01% Apartments $ 88,502,100 $ 107, 310, 800 $ 18, 808, 700 $ 13,7115800 $ 5,0961900 15.49% 5.76% CITY OF M ntic0fl 'i CITY OF M �.1fl Northern States Power (dba Xcel Energy) Tax Taxable Market Value Tax Capacity City Property Tax on Plant Year Amount $ Change Amount $ Change % Chg. Amount $ Change % Chg. 2012 $298,023,900 $ 5,960,478 $ 2,966,335 2013 $479,449,000 $181,425,100 $ 9,588,980 $ 3,628,502 61% $ 4,052,178 $ 1,085,843 37% 2014 $448,484,200 $ (30,964,800) $ 8,969,684 $ (619,296) -6% $ 4,010,278 $ (41,900) -1% 2015 $706,645,500 $258,161,300 $ 14,132,910 $ 5,163,226 58% $ 5,050,410 $ 1,040,132 26% 2016 $779,539,900 $ 72,894,400 $ 15,590,798 $ 1,457,888 10% $ 5,374,045 $ 323,635 6% 2017 $832,073,500 $ 52,533,600 $ 16,641,470 $ 1,050,672 7% $ 5,520,059 $ 146,014 3% 2018 $877,855,100 $ 45,781,600 $ 17,557,102 $ 915,632 6% $ 5,676,496 $ 156,437 3% 2019 $789,572,500 $ (88,282,600) $ 15,791,450 $ (1,765,652) -10% $ 5,410,467 $ (266,029) -5% 2020 $780,422,700 $ (9,149,800) $ 15,608,454 $ (182,996) -1% $ 5,457,964 $ 47,497 1% 2021 $806,039,800 $ 25,617,100 $ 16,120,796 $ 512,342 3% $ 5,748,515 $ 290,551 5% 2022 $751,329,900 $ (54,709,900) $ 15,026,598 $ (1,094,198) -7% $ 5,535,799 $ (212,716) -4% CITY OF M �.1fl Xcel Power Plant - Taxable Market Value $1,000 $900 — $800 $832 $878 $700 $7so $790 $Iso $8 N $600 $707 C $500 $400 $448 $300 $200 $100 $- 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 CIOF Moniticeflo CITY OF i M 0 �.1e( fl 2018 2019 2020 2021 2022 Property Property Property Property Property % $$ Fund Taxes Taxes Taxes Taxes Taxes Change Change General Fund $6,590,000 $6,670,000 $6,788,000 $7,169,000 $ 7,475,000 4.3% $306,000 MCC - Operating 387,000 402,000 417,000 485,000 485,000 0.0% - Capital 783,000 662,354 300,013 578,221 1,081,600 87.1% 503,379 2020A GO Bonds - - - 117,586 123,196 4.8% 5,610 2019A GO Bonds - - 728,620 714,945 709,446 -0.8% (5,499) 2018A GO Bonds - 500,000 472,434 448,077 451,812 0.8% 3,735 2017A GO Bonds 450,159 429,782 427,367 430,097 427,367 -0.6% (2,730) 2016A GO Bonds 407,769 409,134 405,039 406,089 406,929 0.2% 840 2015B GO Bonds 203,425 200,905 198,385 201,115 192,650 -4.2% (8,465) 2014A GO Judgment Bonds 537,586 537,244 535,501 513,570 - -100.0% (513,570) 2005A/2011A GO IBF 148,061 150,581 172,641 - - - - 2010A GO IBF 40,000 - - - - - - Total City Levy $9,547,000 $9,962,000 $10,445,000 $11,063,700 $11,353,000 2.6% $289,300 HRA Levy 323,000 348,000 355,000 366,300 388,000 5.9% 21,700 Total $9,870,000 $10,310,000 $10,800,000 $11,430,000 $11,741,000 2.7% $ 311,000 CITY OF i M 0 �.1e( fl Property Tax Levy (Proposed 2022) F Debt Service Capital EL 20% $1,081,600 9% k General Fund 000 ML .,, H RA Lev $388,000 3% MCC Operations $485,000 4% MoWk�elo 10 Vs t. I-_ 2012 $15,771,688 x-4.0% 46.191 �-1.6% $7,850,000 2.2% 2013 $18,692,762 18.5% 42.262 -8.5% $7,900,000 0.6% 2014 $18,2441090 -2.4% 44.672 5.7% $8,150,000 3.2% ■ 2015 $23,882,689 30.9% 35.737 -20.0% $8,535,000 4.7% 2016 $25,891,898 8.4% 34.470 -3.5% $8,925,000 4.6% 2017 $27,583,160 6.5% 33.172 -3.8% $9,150,000 2.5% 2018 $29,528,145 7.1% 32.332 -2.5% $9,547,000 4.3% 2019 $29,076,227 -1.5% 34.262 6.0% $9,962, 000 4.3% 2020 $29,870,392 2.7% 34.968 2.1% $10,4455000 4.8% 2021 $31,026,583 3.9% 35.659 2.0% $11,063,700 5.9% 2022 $30,816,639 -0.7% 36.840 3.3% $11,353, 000 2.6% MoWk�elo Residential Estimated Market Value Homestead Exclusion Taxable Market Value Res. Homestead Class Rate Tax Capacity Tax Capacity Rate City Tax Owed $ 1,053.72 $ 1,158.26 Change $ 17,300 5.7% $ (1,600) -16.3 $ 18,900 6.4 6A 3.3`. 9.9! CITY OF Montic 2021 Tax Year $ 305,300 $ 9,800 $ 295,500 1.0% $ 2,955 35.659% $ 1,053.72 $ 1,158.26 Change $ 17,300 5.7% $ (1,600) -16.3 $ 18,900 6.4 6A 3.3`. 9.9! CITY OF Montic 2022 Tax Year $ 322,600 $ 8,200 $ 314,400 1.0% $ 3,144 36.840% $ 1,053.72 $ 1,158.26 Change $ 17,300 5.7% $ (1,600) -16.3 $ 18,900 6.4 6A 3.3`. 9.9! CITY OF Montic Commercial Estimated Market Value Homestead Exclusion Taxable Market Value Commercial Class Rate: F rst $150,000 Over $150,000 Tax Capacity: F rst $150,000 Over $150,000 Total Tax Capacity Tax Capacity Rate City Tax Owed �iiceflo {Ji M Tax Year Tax Year Change $ 1,095,000 $ 1,096,100 $ 1,100 0.1 $ - $ - $ - 0.0% $ 1,095,000 $ 1,096,100 $ 1,100 0.1 1.5% 1.5% 2.0% 2.0% $ 2,250 $ 21250 $ - 0.0% 181900 181922 22 0.1% 21,150 21,172 22 0.1% 35.659% 36.840% 1.181% 3.3% $ 7,541.88 $ 7,799.87 $ 257.99 3.4% �iiceflo {Ji M Apartments Estimated Market Value Homestead Exclusion Taxable Market Value Res. Homestead Class Rate Tax Capacity Tax Capacity Rate City Tax Owed $ 15, 893.57 $ 17, 366.07 Change $ 205,384 5.8% $ - --- $ 205,384 5.8% $ 2,567 1.181% $ 1,472.50 5.8% 3.3% 9.3% t;r(,a I' Moniticeflo 2021 Tax Year $ 3,565,700 $ 3,565,700 1.25% $ 44,571 35.659% $ 15, 893.57 $ 17, 366.07 Change $ 205,384 5.8% $ - --- $ 205,384 5.8% $ 2,567 1.181% $ 1,472.50 5.8% 3.3% 9.3% t;r(,a I' Moniticeflo 2022 Tax Year $ 3,771,084 $ 3,771,084 1.25% $ 47,139 36.840% $ 15, 893.57 $ 17, 366.07 Change $ 205,384 5.8% $ - --- $ 205,384 5.8% $ 2,567 1.181% $ 1,472.50 5.8% 3.3% 9.3% t;r(,a I' Moniticeflo XceI Tax Year Estimated Market Value $ 806,039,800 Homestead Exclusion $ - Taxable Market Value $ 806,039,800 Res. Homestead Class Rate 2.00% Tax Capacity $ 16,120,796 Tax Capacity Rate 35.659% City Tax Owed $ 5,748,515 CITY OF M �.1fl Tax Year Change % $ 751, 329, 900 $ (54, 709, 900) -6.8% $ - $ - --- $ 751, 329, 900 $ (54, 709, 900) -6.8% 2.00% $ 15, 026, 598 $ (1,094,198) -6.8% 36.840% 1.181% 3.3% $ 5,535,799 $ (212,716) -3.7% CITY OF M �.1fl \ 'K CITY OF � Monticello GENERAL FUND GENERAL FUND 2019 2020 2021 2021 2022 % REVENUES ACTUAL ACTUAL BUDGET THRU 8/31 BUDGET CHANGE Property Taxes $ 6,667,831 $ 6,774,776 $ 7,169,000 $ 3,773,390 $ 7,475,000 4.3% Franchise & Other Taxes 232,816 216,864 256,500 95,329 258,000 0.6% Licenses & Permits 603,925 521,369 420,300 559,064 421,100 0.2% Intergovernmental Revenues 431,004 737,650 404,000 913,119 463,000 14.6% Charges for Services 746,706 885,951 965,300 683,610 1,078,600 11.7% Fines & Forfeits 40,054 31,852 41,600 32,644 51,600 24.0% Special Assessments 802 166 150 234 100 -33.3% Miscellaneous 509,858 621,431 618,150 408,382 752,600 21.8% Contributed Capital 29,340 - - - - --- Operating Transfers In 25,000 - - - - --- TOTAL REVENUES $ 9,287,336 $ 9,790,059 $ 9,875,000 $ 6,465,772 $10,500,000 6.3% EXPENDITURES Personnel Services $ 3,324,061 $ 3,306,432 $ 3,651,591 $ 2,266,651 $ 3,894,801 6.7% Supplies 671,712 620,101 817,700 431,433 876,870 7.2% Other Services & Charges 3,974,851 4,569,741 4,969,109 2,829,987 5,205,729 4.8% Capital Outlay 298,900 330,800 436,600 218,300 516,600 18.3% Operating Transfers Out 1,450,040 1,000,000 - - 6,000 --- TOTAL EXPENDITURES $ 9,719,564 $ 9,827,074 $ 9,875,000 $ 5,746,371 $10,500,000 6.3% FUND BALANCE- JANUARY 1 $ 7,109,478 $ 6,677,250 $ 6,640,235 $ 6,640,235 $ 7,359,636 Excess (Deficiency) of Revenues over Expenditures (432,228) (37,015) - 719,401 - FUND BALANCE - DECEMBER 31 $ 6,677,250 $ 6,640,235 $ 6,640,235 $ 7,359,636 $ 7,359,636 Sr Mceflo. \ 'K C I1Y 0F ii Monticeflo COMMUNITY CENTER FUND (GENERAL FUND) COMMUNITY CENTER REVENUES 2019 ACTUAL 2020 ACTUAL 2021 BUDGET 2021 THRU 8/31 2022 BUDGET % CHANGE Property Taxes $ 402,000 $ 417,000 $ 485,000 $ 242,500 $ 485,000 0.0% Intergovernmental Revenues - 42,827 - - - --- Charges for Services 1,361,002 496,912 423,700 406,947 899,000 112.2% Miscellaneous 63,534 54,287 2,300 31,314 16,000 595.7% Operating Transfers In - 425,000 325,000 - - -100.0% TOTAL REVENUES $ 1,826,536 $ 1,436,026 $ 1,236,000 $ 680,761 $ 1,400,000 13.3% EXPENDITURES Personnel Services $ 1,132,228 $ 871,143 $ 740,712 $ 522,103 $ 1,104,382 49.1% Supplies 192,222 96,312 77,120 34,372 119,600 55.1% Other Services & Charges 550,104 288,123 418,168 202,438 548,018 31.1% Capital Outlay 319,295 367,573 - - - --- TOTAL EXPENDITURES $ 2,193,849 $ 1,623,151 $ 1,236,000 $ 758,913 $ 1,772,000 43.4% FUND BALANCE- JANUARY 1 $ 606,795 $ 239,482 $ 52,357 $ 52,357 $ (25,795) Excess (Deficiency) of Revenues over Expenditures (367,313) (187,125) - (78,152) (372,000) FUND BALANCE- DECEMBER 31 $ 239,482 $ 52,357 $ 52,357 $ (25,795) $ (397,795) Sr (,a l' Mceflo.1 \ 'K CITY OF � Monticello ECONOMIC DEVELOPMENT AUTHORITY (EDA) FUND ■ EDA FUND REVENUES 2019 ACTUAL 2020 ACTUAL 2021 BUDGET =021 /o THRU 8/31 BUDGET CHANGE Property Taxes $ 347,881 $ 354,390 $ 366,300 $ 189,477 $ 388,000 5.9% Tax Increments 679,925 707,824 617,344 379,791 630,344 2.1% Franchise & Other Taxes 634 690 - (24) - --- Intergovernmental Revenues - 185,000 - - 25,000 --- Charges for Services - 4,550 - 14,900 - --- Miscellaneous 157,644 82,465 202,356 307,301 43,656 -78.4% Operating Transfers In - - - - 6,000 --- TOTAL REVENUES $ 1,186,084 $ 1,334,919 $ 1,186,000 $ 891,445 $ 1,093,000 -7.8% EXPENDITURES Personnel Services Supplies Other Services & Charges Capital Outlay Operating Transfers Out TOTAL EXPENDITURES $ 127,129 $ 134,190 $ 137,597 $ 84,684 $ 170,693 24.1% 146 - 200 - 200 0.0% 601,606 1,757,517 289,879 54,638 324,785 12.0% 154,404 35,496 190,324 11,857 193,397 1.6% 230,000 200,000 200,000 200,000 197,925 -1.0% $ 1,113,285 $ 2,127,203 $ 818,000 $ 351,179 $ 887,000 8.4% FUND BALANCE- JANUARY 1 $ 7,240,465 $ 7,313,264 $ 6,520,980 $ 6,520,980 $ 7,061,246 Excess (Deficiency) of Revenues over Expenditures 72,799 (792,284) 368,000 540,266 206,000 FUND BALANCE- DECEMBER 31 $ 7,313,264 $ 6,520,980 $ 6,888,980 $ 7,061,246 $ 7,267,246 Sr (,a l' Mceflo.1 \ � CITY OF � Monticello DEBT Nq OTO rxiv D.re *Why call the remaining $3,925,000 balance on the 2014A bonds early? ✓ Debt Level & Levy Capacity o Lowers General Obligation (G.O.) debt outstanding to $21,290,000 o Reduces annual debt levy by over $500,000 ($517,226 in 2022). M ce%o G.O. Debt Service Levies $3,000,000 $2,500,000 $2,000,000 - $1,500,000 $1,000,000 $500,000 $- 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 0 2014A 20156 2016A 0 2017A 2018A 2019A 2020A CIOF Moniticeflo $3,000,000 $2,500,000 $2,000,000 $1,500,000 $1,000,000 $500,000 G.O. Debt Service Levies 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 0 2014A 20156 2016A 0 2017A 2018A 2019A 2020A CIOF Moniticeflo G.O. Debt Outstanding $30 $25 $20 c 0 $15 $10 ■ ■ $5 . ■ � $_ - - 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 CITY OF i M 0 �.1e( fl G.O. Debt Outstanding $30 $25 $20 c 0 $15 $10 $5 ■ ■ 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 MoWk�elo 0 ire *Why call the remaining $3,925,000 balance on the 2014A bonds early? ✓Interest Rate o Remaining interest rates range from 2.75% - 3.50%: $690,059 o Estimated interest rates on new debt is 0.45%-2.00%: $295,840 CITY OF M �.1fl Nq OTO rxiv D.re *Why call the remaining $3,925,000 balance on the 2014A bonds early? ✓Bond Rating o Default in 2012 downgraded 2 levels from Aa3 to A2 o Bond rating increased in 2019 to Al o Upgrade not guaranteed, but early redemption indicates a strong financia environment CITY OF M �.1fl Nq OTO vNiv D.re *Why call the remaining $3,925,000 balance on the 2014A bonds early? ✓Available Capital Projects Fund Balance o General Fund Balance Policy: 60-75% of next year's budget o Capital Projects Fund: 958% at 12/31/2020 0 2014A Bond Sub -Fund: $150,000 at 12/31/2020 can be used first CITY OF M �.1fl Nq OTO rxiv D.re *What is the risk? Capital Projects Fund Balance not available for other uses o "Big 6" would utilize more future bonding o Public Works Facility o Chelsea Commons o Water Treatment Plant o Bertram Chain of Lakes Regional Park o Fallon Avenue Deep Trunk Line o Downtown Improvements o Capital Projects Fund Balances naturally fluctuate from year to year CITY OF Mo�.1ce flo Nq OTO rxiv D.re *What are the other options? ✓ Continue to pay off the 2014A Bonds per the debt service schedule ✓ Refund the 2014A Bonds with 2021A Refunding Bonds {.I �]f mowicc% QUESTIONS? MINUTES SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, August 23, 2021— 4:30 p.m. North Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Charlotte Gabler (arrived at 6 p.m.), Brian Hudgins, and Sam Murdoff Absent: None Others: Rachel Leonard, Sarah Rathlisberger, Angela Schumann, Matt Leonard, Ron Hackenmueller, Tom Pawelk, Tracy Ergen, Mike Mossey, Jim Thares, and Jennifer Schreiber 1. Call to Order Mayor Hilgart called special meeting to order at 4:30 p.m. 2. Budget Review Sarah Rathlisberger, Finance Director, presented an overview of the proposed 2022 budget during the fourth budget meeting held by City Council. The presentation included a review of various funds, tax impact, funding sources, and debt. It was noted that the valuation of Xcel Energy was still an unknown at the time of the meeting. Ms. Rathlisberger also stated the tax impact of adding an extra $200,000 to the capital projects fund for items related to the Chelsea Commons project. To accomplish this, certain items were cut from the General Fund for a total of $109,000. There was also an additional $6,000 cut from budget with the hiring of new employees starting at lower pay ranges. 3. Project Discussion — Chelsea Commons and Public Works Facility Rachel Leonard, City Administrator, gave a brief introduction. Dustin Philips and Tim Kittela from Kraus Anderson were in attendance to provide an overview of their assessment of the current Public Works Facility. They completed a Facility Condition Assessment of the Public Works Facility and Public Works Office, developed a 10 -year outlook for maintenance of the facilities, and provided detail on the process. The study showed that upgrades are required for the Public Works Facility that include the parking lot, fencing, roof improvements, locker rooms, DVAC, and onsite storage. In addition, it showed that there is a need for a major interior construction upgrade of the Public Works Office. There was some discussion among Council regarding upgrading the current facility versus building a new facility. Councilmember Murdoff questioned the outcome if all improvements were made to the office and facility. The consultants noted that if all the improvements were completed over the next ten years, the facility would be back to the same predicament they are in now. The improvements are simply the past needs that have neglected. City Council Special Meeting Minutes—August 23, 2021 Staff also noted that even if all the improvements were made, the space still wouldn't be adequate for the department. There is not enough office space or acreage for equipment. Mayor Hilgart commented that the Public Works Facility should be located on 20 acres. Matt Leonard, City Engineer/Public Works Director, concurred and added that the Public Works Facility should be located on 13 to 20 acres. Councilmember Gabler questioned if there was a preferred site. Matt Leonard noted that it appears that the School Boulevard location is the preferred site. The group then transitioned to discussion on Chelsea Commons. Rachel Leonard commented on current commitments and costs of the project. The noted item in question is the excavation of dirt from the site and grading. Mayor Hilgart added that there is a company requesting to take the dirt at not cost. The issue is the City does not own the site where the dirt will be extracted. The property is owned by Shawn Weinand. The dirt will first be removed from his property, and then on the City property once the sale of the Lundsten property closes. Councilmember Davidson questioned the risk of moving forward. There is a risk since the sale of the property has not closed. This is primarily because of a question with the title company on an easement that needs to be resolved. There was consensus of the City Council to move forward with planning for extraction of dirt from the site. In addition, staff was advised to bringing the associated agreements to the September 13, 2021 City Council meeting. 4. Adjournment By consensus, the meeting was adjourned at 6:15 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes—August 23, 2021 City Administrator REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, August 23, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Charlotte Gabler, Brian Hudgins, and Sam Murdoff Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Gabler moved approval of the agenda. Councilmember Hudgins seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from August 9, 2021 • Regular Meeting Minutes from August 9, 2021 Councilmember Gabler moved approval of both sets of minutes. Councilmember Davidson seconded the motion. Motion carried unanimously. D. Citizen Comments E. Public Service Announcements • Labor Day Holiday Hours • Music on the Mississippi — August 25, 2021 • Recognition of Bill Tapper for his service on the IEDC and EDA. F. Council Liaison Updates • EDA — Councilmember Davidson noted that the EDA held a special meeting prior to their regular meeting to conduct interviews of new member. At the regular meeting the EDA approved dollars for IEDC manufacturing recognition event; approved TIF business pre - application for Headwaters Development; and approved 2022 HRA Special Benefit Property Tax Levy. • MOAA — Councilmember Davidson noted that the group approved a home expansion in watershed district. • 1-94 Coalition — Councilmember Gabler noted that the group received an update on the processes for grants. F. Department Update • FiberNet Quarterly Update — Mark Birkholz presented the FiberNet quarterly update which was included in the packet. City Council Minutes: August 23, 2021 Page 1 1 4 • Fire Department Update — Fire Chief Mike Mossey provided an annual update which included information on total number of calls, types of calls, the new fire station, the new command truck, training, public relations, donations, fire inspections, and future plans for the department. • Construction Update — Matt Leonard provided an update on Fenning Avenue Project. The plan is to have the roundabout completely open by second or third week in September. They may have half open by the time school starts. The retaining wall construction is close to complete. 2. Consent Agenda: Councilmember Davidson moved approval of the consent agenda with the removal of 2H and tabling 2L. Councilmember Murdoff seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $1,083,848.19. B. Consideration of approving new hires and departures for city departments. Action taken: Approved the hires for MCC, DMV, Engineering, and Development Services. C. Consideration of approving the sale/disposal of surplus city property for the Parks Department. Action taken: No report this cycle. D. Consideration of adopting Resolution 2021-63 approving a donation from UMC in the amount of $2,477.06 for the Fire Department to be used for new tires for the Ranger ATV and exercise equipment and $10,000 from the Monticello Lions for the fish sculpture at East Bridge Park Arboretum. Action taken: Adopted the resolution accepting the donations. Mayor Hilgart recognized the donors. Consideration of approving Special Event Permit and waiving fee for Polaris Chiropractic for an event to be held on Friday, August 27, 2021. Action taken: Approved the special event permit. Consideration of approving a Conditional Use Permit for an Accessory Use Structure — Major in the R-1 (Single family Residence) District. Applicant: Bill Swan. Action taken: Conditional Use Permit was approved. G. Consideration of approving a Preliminary and Final Plat and Development Agreement for Kampschroer Addition for a car wash facility in the B-3 (Highway Business) District. Applicant: RRG Holdings, LLC. Action taken: Adopted Resolution 2021-68 approving a Preliminary Plat and Final Plat and development agreement for Kampschroer Addition, contingent on compliance with Exhibit Z and the vacations as petitioned for the proposed plat. H. Consideration of adopting Ordinance 762 amending the Monticello Zoning Ordinance by adding the Extraction of Materials as an Interim Use Permit in the City Council Minutes: August 23, 2021 Page 2 1 4 B-3 and B-4 zoning ordinance. Applicant: City of Monticello. Action taken: ITEM WAS REMOVED FROM CONSENT AGENDA. Consideration of approving a quote and authorizing an expenditure of $12,825 for installation of City Hall Academy Room and Building Department doors and glass. Action taken: Accepted the quotes and authorized the expenditure of $12,475 and contract with DJ Commercial Door for installation of City Hall Academy Room and Building Department doors and glass. Consideration of approving the appointment of Hali Sittig to the EDA to Complete the remainder of a term which expires December 31, 2021. Action taken: Approved the appointment. K. Consideration of approving a contract with Kraus -Anderson Construction Company for the DMV Relocation Project in the amount of $284,179 in accordance with Sourcewell IZIQC Contract. Action taken: Approved the contract with Kraus -Construction Company. L. Consideration of adopting Resolution 2021-65 and Ordinance 763 for rezoning to Stony Brook Village Planned Unit Development, Resolution 2021-66 approving the Final Stage PUD for Stony Brook Village and Resolution 2021-67 approving the Final Plat and Development Agreement for Stony Brook Village. Applicant: Mark Elliot Homes. Action taken: Item was tabled by staff. 2A. Consideration of items removed from the consent agenda for discussion: H. Consideration of adopting Ordinance 762 amending the Monticello Zoning Ordinance by adding the Extraction of Materials as an Interim Use Permit in the B-3 and B-4 zoning ordinance. Applicant: City of Monticello Councilmember Murdoff removed the item to call attention to the fact that the 1,000 cubic yard reference should be corrected to 100 cubic yards. Councilmember Murdoff moved to adopt the Ordinance with the correction to 100 cubic yards. Councilmember Gabler seconded the motion. Motion carried unanimously. 3. Public Hearings: A. PUBLIC HEARING: Consideration of adopting Resolution 2021-64 approving the vacation for a portion of Cedar Street, Dundas Road, and Marvin Road right of way as legally described for the proposed Kampschroer Addition and approving a quit claim deed releasing interest in the vacated parcels. Petitioner: Sherrie Danner Angela Schumann provided an overview of the vacation. The vacation is contingent on the approval of the final plat and the final plat is contingent on approval of the vacation. The vacation includes three portions of vacations. Mayor Hilgart opened the public hearing. No one testified. Mayor Hilgart closed the public hearing. City Council Minutes: August 23, 2021 Page 3 14 There was minimal discussion. Councilmember Davidson moved to adopt Resolution 2021-64 for vacation of a portion of Cedar Street, Dundas Road and Marvin Road right of way as legally described for the proposed Kampschroer Addition, subject to final review and comment of the City Attorney. Councilmember Hudgins seconded the motion. Motion carried unanimously. Councilmember Davidson moved to approve the quit claim deed for the areas to be vacated for purposes of inclusion within the proposed Kampschroer Plat boundary, with the deeded area of Cedar Street to be conveyed for a consideration of $1, subject to final review and comment of the City Attorney. Seconded by Councilmember Murdoff. Motion carried unanimously. 4. Regular Agenda: A. Consideration of approving an amendment to the lease agreement extending the term of Great River Soccer Club's use of the City -owned facility at 101 Chelsea Road through Mav 31. 2026 Rachel Leonard, City Administrator, provided a brief update on the current lease agreement with the Great River Soccer Club which expired in 2021 and was extended to 2024. The Soccer Club inquired about city plans for the facility beyond 2024. The goal of the City has been to hold the property as a future development site; however, staff feels it is feasible to extend the lease until 2026. There was minimal discussion. Councilmember Hudgins moved approval for amendment to soccer lease agreement which extends the term of the lease to May 31, 2026. Councilmember Davidson seconded the motion. Motion carried unanimously. 5. Adjournment: By consensus, the meeting was adjourned at 7:20 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: August 23, 2021 Page 4 1 4 City Council Agenda: 09/13/2021 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 09/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the bill and purchase card registers for a total amount of $1,058,424.52. REFERENCE AND BACKGROUND City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. I. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 09/01/2021 - 12:32PM Batch: 00215.08.2021 - 215.08.2021 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 ACH Enabled: True 08/31/2021 5863599-6 - Animal Shelter 15.00 08/31/2021 101-42700-438100 08/31/2021 8235331-9 - Prairie Center 16.11 08/31/2021 101-41941-438100 08/31/2021 5828859-8 - Storage Garage 15.00 08/31/2021 101-41940-438100 08/31/2021 5864452-7 - Library 55.00 08/31/2021 101-45501-438100 08/31/2021 5837384-6 - Publc Works 66.64 08/31/2021 101-43127-438100 08/31/2021 6401745330-5 - 349 W Broadway 16.11 08/31/2021 101-45204-438100 08/31/2021 5788570-9 - Hi Way Liquor 10.28 08/31/2021 609-49754-438100 08/31/2021 5804618-6 - Parks (Fallon) 15.00 08/31/2021 101-45201-438100 08/31/2021 8235333-5 - P.C. (U Fab) 16.11 08/31/2021 101-41941-438100 08/31/2021 5843395-4 - DMV 15.00 08/31/2021 653-41990-438100 08/31/2021 5768542-2 - MCC 1,231.55 08/31/2021 226-45126-438100 08/31/2021 5768542-2 - City Hall 53.26 08/31/2021 101-41940-438100 08/31/2021 5820786-1 - Public Works 21.00 08/31/2021 101-43127-438100 08/31/2021 5799425-3 - Public Works 55.90 08/31/2021 101-43127-438100 08/31/2021 5821009-7 - Parks 36.10 08/31/2021 101-45201-438100 08/31/2021 5768542-2 - National Guard 26.63 08/31/2021 101-42800-438100 08/31/2021 5768542-2 - Senior Center 19.97 08/31/2021 101-45175-438100 08/31/2021 8000015233-2 - WWTP 1,292.28 08/31/2021 602-49480-438100 08/31/2021 5806932-9 - Parks 13.07 08/31/2021 101-45201-438100 08/31/2021 5799427-9 - Public Works 15.00 08/31/2021 101-43127-438100 08/31/2021 6402462182-9 - Help Center 16.11 08/31/2021 653-41990-438100 08/31/2021 6402123338-8 - 112 W River St 20.52 08/31/2021 101-45201-438100 08/31/2021 6402504048-2 - 107 Broadway W 15.94 08/31/2021 101-45204-438100 08/31/2021 11077481-7 - Fire Station 56.37 08/31/2021 101-42200-438100 08/31/2021 6402504046-6 - 101 Broadway W 16.11 08/31/2021 101-45204-438100 Check Total: 3,130.06 Vendor: 5188 HEALTHY CONTRIBUTIONS Check Sequence: 2 ACH Enabled: True 8/31/2021 AARP Supplement/AtYour Best 7.05 08/31/2021 226-45122-430900 AP -Computer Check Proof List by Vendor (09/01/2021 - 12:32 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/01/2021 - 12:32 PM) Page 2 Check Total: 7.05 Vendor: 5415 MII LIFE INSURANCE INC MN DEPT OF REVENUE - ACH Check Sequence: 3 ACH Enabled: True 15800944 Participant Fee - August 2021 36.90 08/31/2021 101-41800-413500 39927776 FSA -Medical 153.80 08/31/2021 101-00000-217300 39935670 FSA- Dependent Care 440.72 08/31/2021 101-00000-217200 39935670 FSA -Medical 344.47 08/31/2021 101-00000-217300 AP -Computer Check Proof List by Vendor (09/01/2021 - 12:32 PM) Page 2 Check Total: 975.89 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 4 ACH Enabled: True July July Sales Tax - Liquor 67,464.36 08/31/2021 609-00000-208100 July July Sales Tax - Liquor -0.36 08/31/2021 609-00000-362900 July July Sales Tax - General 241.43 08/31/2021 101-00000-208100 July July Sales Tax - General -0.43 08/31/2021 101-00000-362900 July July Waste Tax - General 145.05 08/31/2021 101-00000-208120 July July Waste Tax - General -0.05 08/31/2021 101-00000-362900 July July Sales Tax - MCC 4,063.01 08/31/2021 226-00000-208100 July July Sales Tax - MCC 4.99 08/31/2021 226-45122-362900 July July Sales Tax - Water 4,008.43 08/31/2021 601-00000-208100 July July Sales Tax - Water -0.43 08/31/2021 601-00000-362900 Check Total: 75,926.00 Vendor: 4174 MN PUBLIC FACILITIES AUTHORITY Check Sequence: 5 ACH Enabled: False 8/20/2021 MPFA- 15-0004-R-FY16 - Semi Annual Repayr 105,000.00 08/31/2021 602-00000-231200 8/20/2021 MPFA- 15-0004-R-FY16 - Semi Annual Repayr 9,014.24 08/31/2021 602-49480-461100 Check Total: 114,014.24 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 6 ACH Enabled: True 00011776711 Vanco Gateway Exchange - July 2021 (1/2) 55.67 08/31/2021 601-49440-443980 00011776711 Vanco Gateway Exchange - July 2021 (1/2) 55.67 08/31/2021 602-49490-443980 Check Total: 111.34 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 7 ACH Enabled: True 8/31/2021 Brain Tree cc Fees (Bldg) 161.15 08/31/2021 101-42400-443980 Check Total: 161.15 Vendor: 1585 XCEL ENERGY Check Sequence: 8 ACH Enabled: True 08/31/2021 51-9391437-3 - Prairie Center 326.03 08/31/2021 101-41941-438100 AP -Computer Check Proof List by Vendor (09/01/2021 - 12:32 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 08/31/2021 51-6505909-4 - DMV/Food Shelf 408.52 08/31/2021 653-41990-438100 08/31/2021 51-6505915-2 - Parks 661.95 08/31/2021 101-45201-438100 08/31/2021 51-6505911-8 -MCC 11,310.09 08/31/2021 226-45126-438100 08/31/2021 51-6505912-9 - Animal Shelter 278.31 08/31/2021 101-42700-438100 08/31/2021 51-4271112-2 - Library 1,102.25 08/31/2021 101-45501-438100 08/31/2021 51-6505907-2 - Park Lots- auto 67.90 08/31/2021 101-43160-438100 08/31/2021 51-6505907-2 - Parking Lots 76.84 08/31/2021 101-43160-438100 08/31/2021 51-6505905-0 - Water 9,845.23 08/31/2021 601-49440-438100 08/31/2021 51-6505915-2 - Ice Rink 33% 80.39 08/31/2021 601-49440-438100 08/31/2021 ZZZNEP-IMPLEM- 51-6505908-3 17.43 08/31/2021 101-42500-438100 08/31/2021 51-6505911-8 - City Hall 2,497.03 08/31/2021 101-41940-438100 08/31/2021 51-6505914-1 - Shop/Garage 1,322.94 08/31/2021 101-43127-438100 08/31/2021 51-6505913-0 - Fire Station 1,351.79 08/31/2021 101-42200-438100 08/31/2021 51-7780310-4 - Bldg. Inspec. Garage 34.24 08/31/2021 101-41940-438100 08/31/2021 51-0623082-8 - MontiArts 47.74 08/31/2021 101-45204-438100 08/31/2021 51-6505915-2 - NSP- Softball 271.26 08/31/2021 101-45203-438100 08/31/2021 51-6505910-7 - Liquor Store 2,241.59 08/31/2021 609-49754-438100 08/31/2021 51-6505906-1 - Sewer 1,429.23 08/31/2021 602-49490-438100 08/31/2021 51-0395766-0 - Ramsey Pumphouse 6,874.52 08/31/2021 601-49440-438100 08/31/2021 51-6505911-8 - Senior Center 587.54 08/31/2021 101-45175-438100 08/31/2021 51-6572904-0 - WWTP 19,332.90 08/31/2021 602-49480-438100 08/31/2021 51-6505915-2 - NSP- consc/sec. 71.93 08/31/2021 101-45203-438100 08/31/2021 51-6505916-3 - Street Lights 12,484.89 08/31/2021 101-43160-438100 08/31/2021 51-0371645-4 - SwanCam 19.78 08/31/2021 101-45201-438100 08/31/2021 51-6505911-8 - National Guard 293.77 08/31/2021 101-42800-438100 08/31/2021 51-6505913-0- Parks Bldg 526.60 08/31/2021 101-45201-438100 08/31/2021 51-13295413-8 - 103 Pine St 49.68 08/31/2021 213-46301-438100 08/31/2021 51-13295413-8 - Parks 20.85 08/31/2021 101-45201-438100 08/31/2021 51-13295413-8 - Water 20.85 08/31/2021 601-49440-438100 08/31/2021 51-13295413-8 -Streets 20.85 08/31/2021 101-43120-438100 08/31/2021 51-0013373403-2 - MontiArts 426.86 08/31/2021 101-45204-438100 08/31/2021 Solar Rewards Credit -64,885.12 08/31/2021 101-41310-362140 08/31/2021 booked to AR 16,539.91 08/31/2021 101-00000-115030 Check Total: 25,756.57 Total for Check Run: 220,082.30 Total of Number of Checks: 8 The preceding list of bills payable was reviewed and approved for payment. Date: 9/13/2021 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (09/01/2021 - 12:32 PM) Page 3 Accounts Payable CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Debbie.Davidson Printed: 09/02/2021 - 11:44AM Batch: 00202.09.2021 - 202.09.2021 Liquor Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 1 ACH Enabled: False 3491122 resale -beer 33.85 09/02/2021 609-49750-425200 3492694 resale - beer 272.00 09/02/2021 609-49750-425200 3493530 resale -beer 161.65 09/02/2021 609-49750-425200 Check Total: 467.50 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 2 ACH Enabled: True 89319500 freight credit -1.55 09/02/2021 609-49750-433300 89319500 Resale - liquor credit inv. 89256200 -209.00 09/02/2021 609-49750-425100 89434500 resale - liquor credit inv. 89373000 -139.00 09/02/2021 609-49750-425100 89434500 freight credit inv. 89373000 -1.55 09/02/2021 609-49750-433300 90195800 resale-liquor 11.95 09/02/2021 609-49750-425100 90413300 freight credit inv. 0090357700 -15.50 09/02/2021 609-49750-433300 90413300 resale- liquor credit inv. 0090357700 -1,406.50 09/02/2021 609-49750-425100 90801500 resale-liquor 7,063.11 09/02/2021 609-49750-425100 90801500 resale - wine 276.00 09/02/2021 609-49750-425300 90801500 freight 71.04 09/02/2021 609-49750-433300 90921400 resale - liquor 991.70 09/02/2021 609-49750-425100 90921400 freight 16.40 09/02/2021 609-49750-433300 91014600 freight 58.13 09/02/2021 609-49750-433300 91014600 resale - liquor 5,130.94 09/02/2021 609-49750-425100 Check Total: 11,846.17 Vendor: 1067 BERNICK'S Check Sequence: 3 ACH Enabled: False 245478 resale- soda pop 126.11 09/02/2021 609-49750-425400 245479 resale- beer n/a 251.00 09/02/2021 609-49750-425400 245479 resale- beer 2,963.80 09/02/2021 609-49750-425200 Check Total: 3,340.91 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 4 ACH Enabled: False 340732510 resale- liquor 2,587.85 09/02/2021 609-49750-425100 AP-Computer Check Proof List by Vendor (09/02/2021 - 11:44 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 340732510 resale- wine 651.64 09/02/2021 609-49750-425300 340732510 resale- mix 52.18 09/02/2021 609-49750-425400 340732510 freight 62.16 09/02/2021 609-49750-433300 340732511 resale- beer 82.95 09/02/2021 609-49750-425200 340816754 resale- liquor 4,599.51 09/02/2021 609-49750-425100 340816754 resale- wine 336.76 09/02/2021 609-49750-425300 340816754 resale- mix 70.13 09/02/2021 609-49750-425400 340816754 freight 56.93 09/02/2021 609-49750-433300 340816755 resale- beer 185.60 09/02/2021 609-49750-425200 Check Total: 8,685.71 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 5 ACH Enabled: True 2583376 resale- beer 19,877.63 09/02/2021 609-49750-425200 2583376 resale- beer n/a 160.83 09/02/2021 609-49750-425400 2586241 resale- beer 12,316.85 09/02/2021 609-49750-425200 2586241 resale- beer n/a 452.93 09/02/2021 609-49750-425400 2588991 resale- beer 23,755.55 09/02/2021 609-49750-425200 2588991 resale- beer n/a 207.60 09/02/2021 609-49750-425400 2588991 resale- juice 20.49 09/02/2021 609-49750-425500 Check Total: 56,791.88 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 6 ACH Enabled: True 1447638 resale- beer credit -63.00 09/02/2021 609-49750-425200 1447658 resale- beer 6,449.30 09/02/2021 609-49750-425200 1447658 resale- beer n/a 138.00 09/02/2021 609-49750-425400 1449779 resale- beer 24,783.09 09/02/2021 609-49750-425200 1449779 resale- beer n/a 22.40 09/02/2021 609-49750-425400 1449803 resale- beer 686.00 09/02/2021 609-49750-425200 1451410 resale- beer 7,427.01 09/02/2021 609-49750-425200 1451410 resale- beer n/a 56.00 09/02/2021 609-49750-425400 1451496 resale- beer credit -156.00 09/02/2021 609-49750-425200 1452171 resale- beer 24,873.15 09/02/2021 609-49750-425200 1452171 resale- beer n/a 22.40 09/02/2021 609-49750-425400 1452487 resale- beer 1,954.00 09/02/2021 609-49750-425200 1453290 resale- beer 825.70 09/02/2021 609-49750-425200 Check Total: 67,018.05 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 7 ACH Enabled: True 1192311 resale - beer 1,910.83 09/02/2021 609-49750-425200 1194698 resale - beer 607.65 09/02/2021 609-49750-425200 AP -Computer Check Proof List by Vendor (09/02/2021 - 11:44 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 1197242 resale - beer 144.10 09/02/2021 609-49750-425200 1197242 resale - liquor 156.00 09/02/2021 609-49750-425100 Check Total: 2,818.58 Vendor: 5545 DRASTIC MEASURES BREWING, LLC Check Sequence: 8 ACH Enabled: True 1557 resale - beer 378.00 09/02/2021 609-49750-425200 Check Total: 378.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 9 ACH Enabled: False 161011 resale- wine credit inv. # 1813629 -27.94 09/02/2021 609-49750-425300 1867966 resale- liquor 1,932.55 09/02/2021 609-49750-425100 1867966 freight 22.35 09/02/2021 609-49750-433300 1867967 freight 54.38 09/02/2021 609-49750-433300 1867967 resale -wine 2,165.72 09/02/2021 609-49750-425300 1869260 freight 59.84 09/02/2021 609-49750-433300 1869260 resale- liquor 5,639.94 09/02/2021 609-49750-425100 1869261 resale - wine 1,351.03 09/02/2021 609-49750-425300 1869261 resale - mix 154.00 09/02/2021 609-49750-425400 1869261 freight 39.98 09/02/2021 609-49750-433300 1871603 resale- wine 256.00 09/02/2021 609-49750-425300 1871603 freight 5.96 09/02/2021 609-49750-433300 1872825 resale- liquor 3,564.50 09/02/2021 609-49750-425100 1872825 freight 59.72 09/02/2021 609-49750-433300 1872826 freight 55.93 09/02/2021 609-49750-433300 1872826 resale- wine 2,199.65 09/02/2021 609-49750-425300 1872826 resale- mix 42.95 09/02/2021 609-49750-425400 1874014 resale- liquor 2,752.58 09/02/2021 609-49750-425100 1874014 freight 33.43 09/02/2021 609-49750-433300 1874015 freight 16.39 09/02/2021 609-49750-433300 1874015 resale- wine 650.93 09/02/2021 609-49750-425300 1874015 resale- mix 40.00 09/02/2021 609-49750-425400 1877255 resale- liquor 5,320.70 09/02/2021 609-49750-425100 1877255 freight 98.71 09/02/2021 609-49750-433300 1877256 freight 86.41 09/02/2021 609-49750-433300 1877256 resale- wine 3,086.20 09/02/2021 609-49750-425300 1877256 resale- wine n/a 118.95 09/02/2021 609-49750-425400 1879171 freight 32.60 09/02/2021 609-49750-433300 1879171 resale- liquor 2,922.91 09/02/2021 609-49750-425100 1879172 resale- wine n/a 125.00 09/02/2021 609-49750-425400 1879172 resale- wine 1,176.80 09/02/2021 609-49750-425300 1879172 freight 33.17 09/02/2021 609-49750-433300 AP -Computer Check Proof List by Vendor (09/02/2021 - 11:44 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 34,071.34 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 10 ACH Enabled: False 137000 resale -wine 1,218.00 09/02/2021 609-49750-425300 137000 freight 15.00 09/02/2021 609-49750-433300 Check Total: 1,233.00 Vendor: 4456 LUPULIN BREWING LLC Check Sequence: 11 ACH Enabled: True 39508 resale - beer 951.60 09/02/2021 609-49750-425200 39696 resale - beer 757.40 09/02/2021 609-49750-425200 Check Total: 1,709.00 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 12 ACH Enabled: True 326617 resale- cigarettes; juice 766.88 09/02/2021 609-49750-425500 326617 resale- cigars; tobacco; barware; soda pop 674.72 09/02/2021 609-49750-425400 Check Total: 1,441.60 Vendor: 5586 MOOSE LAKE BREWING CO. Check Sequence: 13 ACH Enabled: True 823-005 resale - beer 216.00 09/02/2021 609-49750-425200 Check Total: 216.00 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 14 ACH Enabled: False 6256255 freight 39.23 09/02/2021 609-49750-433300 6256255 resale- liquor 2,811.67 09/02/2021 609-49750-425100 6256256 resale -liquor 132.75 09/02/2021 609-49750-425100 6256256 resale - mix 144.00 09/02/2021 609-49750-425400 6256256 resale- wine 807.40 09/02/2021 609-49750-425300 6256256 freight 31.04 09/02/2021 609-49750-433300 62581119 resale- wine 496.94 09/02/2021 609-49750-425300 62581119 freight 17.88 09/02/2021 609-49750-433300 6258986 resale -liquor 2,619.25 09/02/2021 609-49750-425100 6258986 freight 31.89 09/02/2021 609-49750-433300 6258987 freight 1.49 09/02/2021 609-49750-433300 6258987 resale- mix 50.28 09/02/2021 609-49750-425400 6259967 resale- liquor 4,032.10 09/02/2021 609-49750-425100 6259967 freight 35.77 09/02/2021 609-49750-433300 6259968 freight 36.01 09/02/2021 609-49750-433300 6259968 resale- wine 1,342.42 09/02/2021 609-49750-425300 6259968 resale- mix 31.00 09/02/2021 609-49750-425400 AP -Computer Check Proof List by Vendor (09/02/2021 - 11:44 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 6262400 resale- 438.75 09/02/2021 609-49750-425100 6262400 freight 7.45 09/02/2021 609-49750-433300 6263871 freight 42.47 09/02/2021 609-49750-433300 6263871 resale- liquor 3,208.27 09/02/2021 609-49750-425100 6263872 resale- wine 292.50 09/02/2021 609-49750-425300 6263872 freight 7.45 09/02/2021 609-49750-433300 639770 resale- liquor credit inv. # 638080 -10.38 09/02/2021 609-49750-425100 639771 resale- liquor credit inv. # 6214709 -6.67 09/02/2021 609-49750-425100 639772 resale- liquor credit inv. # 6239248 -10.50 09/02/2021 609-49750-425100 640441 resale- liquor credit inv. # 6256255 -126.00 09/02/2021 609-49750-425100 Check Total: 16,504.46 Vendor: 4781 RUE 38 LLC Check Sequence: 15 ACH Enabled: False 11335 resale- wine 360.00 09/02/2021 609-49750-425300 11335 freight 4.50 09/02/2021 609-49750-433300 Check Total: 364.50 Vendor: 5523 RUSTECH BREWING COMPANY, LLC Check Sequence: 16 ACH Enabled: True 1078 resale- beer 250.00 09/02/2021 609-49750-425200 Check Total: 250.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 17 ACH Enabled: False 2116140 freight 26.60 09/02/2021 609-49750-433300 2116140 resale- liquor 2,889.05 09/02/2021 609-49750-425100 2116141 resale- wine 1,627.48 09/02/2021 609-49750-425300 2116141 freight 33.95 09/02/2021 609-49750-433300 2118876 resale- liquor 2,035.12 09/02/2021 609-49750-425100 2118876 freight 19.25 09/02/2021 609-49750-433300 2118877 resale- wine 930.49 09/02/2021 609-49750-425300 2118877 freight 20.30 09/02/2021 609-49750-433300 Check Total: 7,582.24 Vendor: 5714 JUSTIN STRAYER Check Sequence: 18 ACH Enabled: False 9053 resale- beer 905.00 09/02/2021 609-49750-425200 Check Total: 905.00 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 19 ACH Enabled: False 904677 resale - gift bags; bareware; condiments; etc 480.40 09/02/2021 609-49750-425400 904677 resale - cherries 132.00 09/02/2021 609-49750-425500 AP -Computer Check Proof List by Vendor (09/02/2021 - 11:44 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 904773 resale - cooling cups 140.82 09/02/2021 609-49750-425400 907066 resale - cooling cups 101.88 09/02/2021 609-49750-425400 Check Total: 855.10 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 20 ACH Enabled: True 1841414 resale - soda pop 578.90 09/02/2021 609-49750-425400 2753448 resale - soda pop 507.45 09/02/2021 609-49750-425400 Check Total: 1,086.35 Vendor: 1684 VINOCOPIA Check Sequence: 21 ACH Enabled: True 285158 resale- liquor 108.21 09/02/2021 609-49750-425100 285158 resale- mix 120.00 09/02/2021 609-49750-425400 285158 freight 14.00 09/02/2021 609-49750-433300 285586 resale- liquor 776.50 09/02/2021 609-49750-425100 285586 freight 16.00 09/02/2021 609-49750-433300 Check Total: 1,034.71 Vendor: 1572 THE WINE COMPANY Check Sequence: 22 ACH Enabled: True 181218 resale- wine 584.00 09/02/2021 609-49750-425300 181218 resale- liquor 200.00 09/02/2021 609-49750-425100 181218 freight 9.90 09/02/2021 609-49750-433300 Check Total: 793.90 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 23 ACH Enabled: False 7342600 resale- wine 651.00 09/02/2021 609-49750-425300 7342600 freight 7.45 09/02/2021 609-49750-433300 Check Total: 658.45 Total for Check Run: 220,052.45 The preceding list of bills payable was reviewed and approved for payment. Total of Number of Checks: 23 Date: 9/13/2021 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (09/02/2021 - 11:44 AM) Page 6 Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 09/08/2021 - 10:46AM Batch: 00203.09.2021 - 203.09.2021 AP Invoice No Description Moiiii6effo Y Amount Payment Date Acct Number Reference Vendor: 2407 ALL ELEMENTS Check Sequence: 1 ACH Enabled: True 8529 Sealed Cracks, Caulk Door - 129 W Broadway 300.88 09/14/2021 701-00000-440100 Check Total: 300.88 Vendor: 1018 ALLIED BLACKTOP COMPANY Check Sequence: 2 ACH Enabled: False 6968 (217) gal road oil - pathways 1,074.15 09/14/2021 101-45201-440910 7017 (15 1) gal road oil - pathways 747.45 09/14/2021 101-45201-440910 7025 (15 1) gal road oil - pathways 747.45 09/14/2021 101-45201-440910 7088 (150.60) gal. road oil - pathways 745.47 09/14/2021 101-45201-440910 Check Total: 3,314.52 Vendor: 5750 ALICIA MAI AMUNDSON Check Sequence: 3 ACH Enabled: False 9/7/2021 Farmers Market Token Collection Log - 8/19 & ! 124.00 09/14/2021 226-45127-431992 Check Total: 124.00 Vendor: 3991 ANOKA RAMSEY COMMUNITY COLLEGE Check Sequence: 4 ACH Enabled: False 00465190 CPR & AED Training (8/17/21) 950.00 09/14/2021 101-41800-431960 Check Total: 950.00 Vendor: 1039 AQUA LOGIC INC Check Sequence: 5 ACH Enabled: True 51760 45 Series Single Head 120 V 3/8" Tube 370.35 09/14/2021 701-00000-440100 Check Total: 370.35 Vendor: 5571 BASELINE IRRIGATION SOLUTIONS Check Sequence: 6 ACH Enabled: False 12024-2021 BaseManager Plus service (1) year 199.00 09/14/2021 101-45201-443300 Check Total: 199.00 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 7 ACH Enabled: True AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 1869956 (50.30) ultrapure - def 159.40 09/14/2021 101-43120-421990 1875943 (55) ultrapure - def; drum deposit 195.95 09/14/2021 101-43120-421990 Check Total: 355.35 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 8 ACH Enabled: True 103817800 asst. bags 73.30 09/14/2021 609-49754-421990 103817800 resale- mix 224.60 09/14/2021 609-49750-425400 103817800 resale -juice 33.40 09/14/2021 609-49750-425500 103817800 freight 1.52 09/14/2021 609-49750-433300 103824000 credit asst. bags inv. #103817800 -73.30 09/14/2021 609-49754-421990 103824000 resale - mix credit inv. #103817800 -2.78 09/14/2021 609-49750-425400 91076400 resale -liquor 2,577.75 09/14/2021 609-49750-425100 91076400 freight 32.55 09/14/2021 609-49750-433300 91076500 freight 37.59 09/14/2021 609-49750-433300 91076500 resale -liquor 3,790.87 09/14/2021 609-49750-425100 91092700 resale- liquor 805.40 09/14/2021 609-49750-425100 91092700 freight 15.50 09/14/2021 609-49750-433300 Check Total: 7,516.40 Vendor: 1067 BERNICK'S Check Sequence: 9 ACH Enabled: False 250147 resale- beer credit -24.00 09/14/2021 609-49750-425200 250148 resale- soda pop 122.92 09/14/2021 609-49750-425400 250149 resale- beer n/a 502.00 09/14/2021 609-49750-425400 250149 resale -beer 3,130.45 09/14/2021 609-49750-425200 Check Total: 3,731.37 Vendor: 5698 BERT'S TRUCK EQUIPMENT OF MOORHEA Check Sequence: 10 ACH Enabled: True 90318 dual spinner option 887.00 09/14/2021 101-43125-422100 90876 Salt Specials stailess steele sander- State Contra( 4,729.00 09/14/2021 101-43120-422100 Check Total: 5,616.00 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 11 ACH Enabled: False 0274303 200002 CONSTR - 2020 Stormwater Improvem 788.70 09/14/2021 652-00000-165010 0274304 ZPARKS ELREST - Ellison Park Restroom Suri 610.00 09/14/2021 400-43300-453010 0274305 21C005 - Sewer Comp Plan 2,439.50 09/14/2021 601-49440-431990 Check Total: 3,838.20 Vendor: 1083 BRAUN INTERTEC CORPORATION Check Sequence: 12 ACH Enabled: True B263387 DMV Relocation - Radon Testing 3,300.00 09/14/2021 653-00000-165010 AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 3 Check Total: 3,300.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII Check Sequence: 13 ACH Enabled: False 340911901 resale- liquor 2,435.44 09/14/2021 609-49750-425100 340911901 resale- wine 204.00 09/14/2021 609-49750-425300 340911901 resale- wine 36.90 09/14/2021 609-49750-425300 340911901 freight 29.98 09/14/2021 609-49750-433300 340911902 resale- beer 122.75 09/14/2021 609-49750-425200 340912395 resale- beer 19.60 09/14/2021 609-49750-425200 Check Total: 2,848.67 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 14 ACH Enabled: True 2591838 resale- beer 11,975.83 09/14/2021 609-49750-425200 2591838 resale- beer n/a 215.10 09/14/2021 609-49750-425400 2591838 resale- juice 40.98 09/14/2021 609-49750-425500 Check Total: 12,231.91 Vendor: 5805 CAPSTONE HOMES Check Sequence: 15 ACH Enabled: False 8/19/2021 Escrow Refund - 8821 Farmstead Ave/Haven Ri( 2,000.00 09/14/2021 101-00000-220110 8/19/2021 Escrow Refund - 8817 Farmstead Ave/Haven Ri( 2,000.00 09/14/2021 101-00000-220110 8/19/2021 Escrow Refund - 8824 Farmstead Ave/Haven Rio 2,000.00 09/14/2021 101-00000-220110 8/19/2021 Escrow Refund - 8822 Farmstead Ave/Haven Ri( 2,000.00 09/14/2021 101-00000-220110 8/19/2021 Escrow Refund - 8828 Farmstead Ave/Haven Ri( 2,000.00 09/14/2021 101-00000-220110 Check Total: 10,000.00 Vendor: 5799 YAIR CARVAJALINO Check Sequence: 16 ACH Enabled: True 9/7/2021 Farmers Market Token Collection Log - 8/19 & 43.00 09/14/2021 226-45127-431992 Check Total: 43.00 Vendor: 5812 CASTREJON Check Sequence: 17 ACH Enabled: False 4948 Haven Ridge Phase 1: Pull Cable, Furnish & Insi 64,830.56 09/14/2021 656-00000-165010 Check Total: 64,830.56 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 18 ACH Enabled: True 0000136595 Monthly Tank Rental 65.00 09/14/2021 226-45124-421600 0000494209 Bulk Carbon Dioxide (645 lbs) 171.35 09/14/2021 226-45124-421600 131794 tank for torch 9.30 09/14/2021 101-43127-421990 135402 tank for torch 9.30 09/14/2021 101-43127-421990 AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 4 Check Total: 254.95 Vendor: 5726 CENTRAL MINNESOTA MOW & SNOW Check Sequence: 19 ACH Enabled: False 1425 Hillside Cemetery- Aug. 2021 lawn care 550.00 09/14/2021 101-45201-431050 1425 Riverside Cemetery- Aug. 2021 lawn care 2,250.00 09/14/2021 215-49010-431050 Check Total: 2,800.00 Vendor: 5610 CIVICPLUS LLC Check Sequence: 20 ACH Enabled: True 216147 Website Action Plan, Annual Hosting & Security 6,972.14 09/14/2021 702-00000-431990 216154 Civic Rec & Pay Annual Fees 6,000.00 09/14/2021 702-00000-431990 Check Total: 12,972.14 Vendor: 4671 CONSOLIDATED FLEET SERVICES, INC Check Sequence: 21 ACH Enabled: True 2021MY0183 annual ladder inspec.-unit tower; Houdini lube; ( 1,495.40 09/14/2021 101-42200-431990 Check Total: 1,495.40 Vendor: 5806 CUSTOM TITLE SERVICES LLC Check Sequence: 22 ACH Enabled: False 8/25/2021 Purchase 1301 Cedar Street - Closing on Propert 140,000.00 09/14/2021 213-46601-181400 Check Total: 140,000.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 23 ACH Enabled: True 1452560 resale- beer 2,350.00 09/14/2021 609-49750-425200 1457093 resale- beer 621.05 09/14/2021 609-49750-425200 1457369 resale- beer 620.00 09/14/2021 609-49750-425200 Check Total: 3,591.05 Vendor: 4361 DALCO ENTERPRISES, INC. Check Sequence: 24 ACH Enabled: True 3819367 cs. toilet tissue 101.63 09/14/2021 101-42200-421990 Check Total: 101.63 Vendor: 4010 MARILYN DIRKSWAGER Check Sequence: 25 ACH Enabled: False 184 Sept Programs (16) 480.00 09/14/2021 101-00000-220150 Check Total: 480.00 Vendor: 5811 DJ COMMERCIAL DOOR LLC Check Sequence: 26 ACH Enabled: False 1064 City Hall Door Project: Bldg Insp & Academy R 6,237.50 09/14/2021 101-41940-440100 AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 5 Check Total: 6,237.50 Vendor: 1793 E.A.T.I. EMERGENCY AUTOMOTIVE TECH Check Sequence: 27 ACH Enabled: True SVC29215 2019 Ford F-150- install ignition override - Fire 443.40 09/14/2021 101-42200-440500 Check Total: 443.40 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 28 ACH Enabled: True 849695 202128 -Marvin Road Vacation Ad# 1158928 996.84 09/14/2021 101-41910-435100 850784 Chelsea Commons PH Ad# 1162277 110.76 09/14/2021 101-41910-435100 850785 Automotive Wash Facility PH Ad# 1162278 119.99 09/14/2021 101-41910-435100 850786 Monticello Meadows PH Ad# 1162332 119.99 09/14/2021 101-41910-435100 850787 IUP Evacuation PH Ad# 1163070 119.99 09/14/2021 101-41910-435100 Check Total: 1,467.57 Vendor: 4191 ELK RIVER GREENHOUSE LLC Check Sequence: 29 ACH Enabled: True 9/3/2021 Farmers Market Token Collection Log - 8/19 &! 472.00 09/14/2021 226-45127-431992 Check Total: 472.00 Vendor: 3266 AMANDA ERICKSON Check Sequence: 30 ACH Enabled: True 8/18/2021 Reimbursement - Notary Fee 20.00 09/14/2021 653-41990-421990 Check Total: 20.00 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 31 ACH Enabled: False 477528 3 Hyd. meter 1,373.61 09/14/2021 601-49440-422990 477528-01 UME 4 fire Hyd. direct read 734.42 09/14/2021 601-49440-422990 480802 (2) annual maint. belt clip 770.00 09/14/2021 601-49440-431900 Check Total: 2,878.03 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 32 ACH Enabled: True 9/7/2021 Farmers Market Token Collection Log - 8/19 & 59.00 09/14/2021 226-45127-431992 Check Total: 59.00 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 33 ACH Enabled: True 1080602 (220) tickets - Aug 2021 - 1/2 Water 148.50 09/14/2021 601-49440-432770 1080602 (220) tickets - Aug 2021 - 1/2 Sewer 148.50 09/14/2021 602-49490-432770 Check Total: 297.00 AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1205 GRAINGER INC Check Sequence: 34 ACH Enabled: False 9031043723 Shower Head (4), Sealant & Electrical Tape, Doc 72.06 09/14/2021 701-00000-421990 Check Total: 72.06 Vendor: 5075 GRANITE WATER WORKS INC. Check Sequence: 35 ACH Enabled: False 127810 (4) hydrant ext. parts 1,375.40 09/14/2021 601-49440-422990 Check Total: 1,375.40 Vendor: 1223 HAWKINS INC Check Sequence: 36 ACH Enabled: True 5002965 Polymer - Aqua Hawk - WWTP 9,649.66 09/14/2021 602-49480-421990 6006966 Aluminum Sulfate Liquid - WWTP 6,356.85 09/14/2021 602-49480-421990 Check Total: 16,006.51 Vendor: 1232 HILLYARD INC MINNEAPOLIS Check Sequence: 37 ACH Enabled: False 604430980 Arsenal 1 Top Clean (8) 318.80 09/14/2021 701-00000-421990 Check Total: 318.80 Vendor: 1242 HOLIDAY CREDIT OFFICE Check Sequence: 38 ACH Enabled: True 8/18/21 acct. # 1400-017-223-399 fuel slips 7/19-8/18/2( 474.17 09/14/2021 101-42200-421200 Check Total: 474.17 Vendor: 5487 JONATHAN HOPKINS Check Sequence: 39 ACH Enabled: False 9/7/2021 Farmers Market Token Collection Log - 8/19 & 61.00 09/14/2021 226-45127-431992 Check Total: 61.00 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 40 ACH Enabled: False 210818056 -NH Filter Cleaner/Stain Remover 359.90 09/14/2021 226-45124-421600 210818056 -NH Gator Grip Safety Tape 19.95 09/14/2021 226-45126-422990 210824053 -NH Pump Tube (6) 143.51 09/14/2021 226-45126-422990 Check Total: 523.36 Vendor: 5512 HYDROCORP HYDRO -DESIGNS, INC. Check Sequence: 41 ACH Enabled: True 0063433 -IN Cross Connection Control Program - Insp & Rpt 741.00 09/14/2021 601-49440-431990 Check Total: 741.00 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 42 ACH Enabled: False Oct 2021 Health Insurance - Union - Oct 2021 19,875.00 09/14/2021 101-00000-217061 AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 7 Check Total: 19,875.00 Vendor: 5444 J & G HOLDINGS Check Sequence: 43 ACH Enabled: True 3417 dba J & G Holdings 9/2021 cleaning service - 1/: 224.00 09/14/2021 101-42100-431990 3417 dba- J & G Holdings - 9/2021 cleaning service - 224.00 09/14/2021 101-42200-431100 Check Total: 448.00 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 44 ACH Enabled: True 4760 burial - Wrona 8/25/21 400.00 09/14/2021 215-49010-431150 Check Total: 400.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 45 ACH Enabled: False 187917 resale- beer 122.50 09/14/2021 609-49750-425200 1880962 resale- liquor 2,198.50 09/14/2021 609-49750-425100 1880962 freight 33.78 09/14/2021 609-49750-433300 Check Total: 2,354.78 Vendor: 2641 JOHNSON MATERIALS INC Check Sequence: 46 ACH Enabled: False 8316 (113.64) T Class 5 Base 715.94 09/14/2021 101-43120-422400 8354 (49.76) T pit run - Parks 246.31 09/14/2021 101-45201-421990 8354 (10.1) T fieldstone; (28.29) CL5 591.21 09/14/2021 101-43120-422400 8413 (487.88) T Class 5 Base 3,073.65 09/14/2021 101-43120-422400 Check Total: 4,627.11 Vendor: 5802 K. JOHNSON CONSTRUCTION, INC. Check Sequence: 47 ACH Enabled: False 2130900-1 BCOL storage shed labor & materials 16,950.00 09/14/2021 400-43300-453010 Check Total: 16,950.00 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 48 ACH Enabled: False MN190-00101 TIF 1-22 - July 2021 683.00 09/14/2021 213-46522-430400 MN190-00101 GMEF Loan - Karlsburger - July 2021 157.50 09/14/2021 213-46542-430400 MN190-00101 General EDA- July 2021 508.50 09/14/2021 213-46301-430400 MN190-00167 Scherer Brothers ED TIF - July 2021 100.00 09/14/2021 213-46301-430400 Check Total: 1,449.00 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 49 ACH Enabled: False 137546 resale- liquor 270.67 09/14/2021 609-49750-425100 137546 freight 2.25 09/14/2021 609-49750-433300 AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 138483 freight 18.75 09/14/2021 609-49750-433300 138483 resale- wine 1,356.00 09/14/2021 609-49750-425300 Check Total: 1,647.67 Vendor: 5270 JUDITH KOVACS Check Sequence: 50 ACH Enabled: True 9/7/2021 Farmers Market Token Collection Log - 8/19/21 56.00 09/14/2021 226-45127-431992 Check Total: 56.00 Vendor: 5024 LANDWEHR CONSTRUCTION INC Check Sequence: 51 ACH Enabled: False water perm- ref refund Water Use Permit - deposit $2000-$49.97 2,000.00 09/14/2021 601-00000-220111 water perm- ref refund Water Use Permit - deposit $2000449.97 -46.54 09/14/2021 601-49440-371120 water perm- ref refund Water Use Permit - deposit $2000-$49.97 -3.43 09/14/2021 601-00000-208100 Check Total: 1,950.03 Vendor: 3829 STEVE LANGANKI Check Sequence: 52 ACH Enabled: True 1421 Porta Toilet Rental - 7/24-8/20/2021 1,865.00 09/14/2021 101-45201-431901 Check Total: 1,865.00 Vendor: 3933 CHARLES LONG Check Sequence: 53 ACH Enabled: False 9/3/2021 Farmers Market Token Collection Log - 8/19/21 150.00 09/14/2021 226-45127-431992 Check Total: 150.00 Vendor: 5457 LUCID BREWING, LLC Check Sequence: 54 ACH Enabled: True 11715 resale- beer 194.93 09/14/2021 609-49750-425200 Check Total: 194.93 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 55 ACH Enabled: True 327516 resale- cigarettes; juice 2,534.92 09/14/2021 609-49750-425500 327516 resale- cigars; tobacco; soda pop; barware; etc 555.87 09/14/2021 609-49750-425400 Check Total: 3,090.79 Vendor: 1386 M -R SIGN CO INC Check Sequence: 56 ACH Enabled: True 213410 (4) SNS448-063- signs 122.45 09/14/2021 101-43120-422600 213590 (132) 30" Stop sign; (13) 36" Stop sign 9,570.05 09/14/2021 101-43120-422600 Check Total: 9,692.50 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 57 ACH Enabled: True AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 1913 #10 Envelopes, Letterhead (Fire) 354.39 09/14/2021 101-42200-421990 1913 Create Parks, Arts, & Recreation Logo 45.00 09/14/2021 101-45201-421990 1913 Business Cards (TM) 76.00 09/14/2021 702-00000-421990 1913 Business Cards (HF) 76.00 09/14/2021 101-41310-421990 Check Total: 551.39 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 58 ACH Enabled: True 22556890 (284) gal. unleaded @ $2.597 737.67 09/14/2021 101-43120-421200 22556891 (478) gal. diesel @ $2.715 1,297.88 09/14/2021 101-43120-421200 22572379 (447) gal. unleaded @ $2.95 1,318.56 09/14/2021 101-43120-421200 Check Total: 3,354.11 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 59 ACH Enabled: False INV9045018 Microsoft 0365 Contract Payment 8/16/21 - 9/1' 649.50 09/14/2021 702-00000-431990 Check Total: 649.50 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 60 ACH Enabled: False 634971 Agreement C0560- evaporator fan motor; sec. Ili 831.14 09/14/2021 701-00000-440100 Check Total: 831.14 Vendor: 5813 RYAN MELHOUSE Check Sequence: 61 ACH Enabled: True 9/3/2021 Mileage Reimbursement (73 miles) 40.88 09/14/2021 101-43115-433100 9/7/2021 Boot Reimbursement 180.00 09/14/2021 101-43115-421990 Check Total: 220.88 Vendor: 1362 MN STATE FIRE CHIEFS ASSOC Check Sequence: 62 ACH Enabled: False 2819 MSFCA annual conference - J.S. 300.00 09/14/2021 101-42200-433100 Check Total: 300.00 Vendor: 4691 MONTICELLO MEMORIALS, LLC Check Sequence: 63 ACH Enabled: False 21779 personalized niche front - Stern, Jr. 185.00 09/14/2021 215-49010-431990 Check Total: 185.00 Vendor: 5789 NICK MORDAL Check Sequence: 64 ACH Enabled: False 9/7/2021 Performance @ Farmers Market 9/16/21 150.00 09/14/2021 226-45127-431990 Check Total: 150.00 AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 65 ACH Enabled: True 1322019-00 diode; switch bale; harness wire seat 44.08 09/14/2021 101-45201-422990 Check Total: 44.08 Vendor: 3422 MUNICIPAL BUILDERS INC Check Sequence: 66 ACH Enabled: False 506 21C003 - Extra Field Modifications- DAF Instal: 1,642.89 09/14/2021 602-00000-165010 506 21C003 - DAF Installation 23,000.00 09/14/2021 602-00000-165010 Check Total: 24,642.89 Vendor: 1913 NEW FRANCE WINE Check Sequence: 67 ACH Enabled: False 177811 resale- wine 264.00 09/14/2021 609-49750-425300 177811 freight 5.00 09/14/2021 609-49750-433300 Check Total: 269.00 Vendor: 1775 NORTHWESTERN POWER EQUIPMENT CO Check Sequence: 68 ACH Enabled: False 210387DJ Cla-Val CSM 11-A2-2 solenoid control 1,838.62 09/14/2021 601-49440-422990 Check Total: 1,838.62 Vendor: 4472 NOVAK FLECK INC Check Sequence: 69 ACH Enabled: False 8/19/2021 Escrow Refund - 4143 87th Street/Featherstone 1 2,000.00 09/14/2021 101-00000-220110 Check Total: 2,000.00 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 70 ACH Enabled: False 15482 (4.01) AC fines mix 332.83 09/14/2021 101-45201-440910 15490 (3) AC fines mix 249.00 09/14/2021 101-45201-440910 15493 (6.51) AC fines mix 540.33 09/14/2021 101-45201-440910 15501 (2.5) AC fines mix 207.50 09/14/2021 101-45201-440910 15508 (2) AC fines mix 166.00 09/14/2021 101-45201-440910 Check Total: 1,495.66 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 71 ACH Enabled: True 3503576 large oxygen tank for torch 13.64 09/14/2021 101-43127-421990 3504011 oxygen tanks - Parks 40.92 09/14/2021 101-45201-421990 8469537 (2) welding gloves 32.79 09/14/2021 101-43127-421990 Check Total: 87.35 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 72 ACH Enabled: False 6265380 resale- liquor 1,815.00 09/14/2021 609-49750-425100 AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 6265380 freight 38.74 09/14/2021 609-49750-433300 Check Total: 1,853.74 Vendor: 5548 PLAISTED COMPANIES INC Check Sequence: 73 ACH Enabled: False 46925 (69.09) ton Class III - Parks 4,179.61 09/14/2021 101-45201-422500 Check Total: 4,179.61 Vendor: 5454 PROFESSIONAL CLEANING SERVICES LLC Check Sequence: 74 ACH Enabled: False 1097 Cleaning Services - August 2021 - Head End 380.00 09/14/2021 656-00000-202099 1097 Cleaning Services - August 2021 - Prairie Centel 420.00 09/14/2021 101-41941-431100 1097 Cleaning Services - August 2021 - Library 1,560.00 09/14/2021 101-45501-431100 1097 Cleaning Services - August 2021 - City Hall 490.00 09/14/2021 101-41940-431100 1097 Cleaning Services - August 2021 - Parks Bldg 450.00 09/14/2021 101-45201-431100 Check Total: 3,300.00 Vendor: 5713 R.D.OFFUTT COMPANY Check Sequence: 75 ACH Enabled: False R0240914 rental- base loader- 1 week 1,418.00 09/14/2021 101-43120-441500 R0240914 rental- base loader- 1 week - credit hauling -350.00 09/14/2021 101-43120-441500 Check Total: 1,068.00 Vendor: 1455 RED'S MARATHON Check Sequence: 76 ACH Enabled: False Aug 2021 Aug. 2021 fuel sl 185.55 09/14/2021 101-45201-421200 Check Total: 185.55 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 77 ACH Enabled: True 738962 Food for Concession Resale @ MCC 904.43 09/14/2021 226-45125-425410 Check Total: 904.43 Vendor: 3788 RIVARD COMPANIES INC Check Sequence: 78 ACH Enabled: True 465778 (200) 2203 Rec-Step cert. playground 2,590.00 09/14/2021 101-45201-422500 Check Total: 2,590.00 Vendor: 5010 RUM RIVER VENTURES LLC Check Sequence: 79 ACH Enabled: False 417 Contract Inspection Services - August 2021 1,680.00 09/14/2021 101-42400-431990 Check Total: 1,680.00 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 80 ACH Enabled: True AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference A40319 Cam Locks 15/16" (2) 24.00 09/14/2021 701-00000-421990 Check Total: 24.00 Vendor: 5804 DANIELLE SCADDEN Check Sequence: 81 ACH Enabled: True 2021 boots 2021 boot reimbursement 60.00 09/14/2021 101-45201-421990 Check Total: 60.00 Vendor: 3751 CHRISTINE SCHYMA Check Sequence: 82 ACH Enabled: False 9/7/2021 Farmers Market Token Collection Log - 8/19 & 90.00 09/14/2021 226-45127-431992 Check Total: 90.00 Vendor: 5211 RANDI ANN SMELSER Check Sequence: 83 ACH Enabled: True Sept 1st Semi Monthly Contract Payment 1,622.25 09/14/2021 101-42700-431200 Check Total: 1,622.25 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS. Check Sequence: 84 ACH Enabled: False 2122046 resale- liquor 2,274.10 09/14/2021 609-49750-425100 2122046 freight 21.70 09/14/2021 609-49750-433300 2122047 resale- wine 621.24 09/14/2021 609-49750-425300 2122047 freight 14.00 09/14/2021 609-49750-433300 Check Total: 2,931.04 Vendor: 5357 KEN SPAETH Check Sequence: 85 ACH Enabled: False 7/26/21 permit refund Water Use Permit - $850 deposit- $48.10 850.00 09/14/2021 601-00000-220111 7/26/21 permit refund Water Use Permit - $850 deposit- $48.10 -44.80 09/14/2021 601-49440-371120 7/26/21 permit refund Water Use Permit - $850 deposit- $48.10 -3.30 09/14/2021 601-00000-208100 Check Total: 801.90 Vendor: 4672 SPECIALTY SOLUTIONS LLC Check Sequence: 86 ACH Enabled: False I50871 (4) 50 lb. ultra pro mix DT; (4) 2.5 gal. pro-quen 946.00 09/14/2021 101-45201-422500 I50877 (300) perennial ryegrass 927.84 09/14/2021 101-45201-422500 I50893 (400) 50 lb. 23-0-0 Athletic Mix fertilizer 9,096.00 09/14/2021 101-45201-421600 Check Total: 10,969.84 Vendor: 5506 ST MICHAEL SPINAL REHAB CENTER Check Sequence: 87 ACH Enabled: False 09/01/2021 alcohol test- B.A. 50.00 09/14/2021 601-49440-431990 AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 13 Check Total: 50.00 Vendor: 4513 AARON STAEHNKE Check Sequence: 88 ACH Enabled: True 9/7/2021 Farmers Market Token Collection Log - 8/19 & 98.00 09/14/2021 226-45127-431992 Check Total: 98.00 Vendor: 1507 STREICHERS INC Check Sequence: 89 ACH Enabled: False I1521854 shirt; zip shirt; pants; embroidery; heat transfer 160.99 09/14/2021 101-42200-421120 Check Total: 160.99 Vendor: 4006 SUMMIT FIRE PROTECTION Check Sequence: 90 ACH Enabled: False 150005228 (2) dry chem. extenguishers 331.00 09/14/2021 101-45201-421990 150005228 Fire extinguisher inspection - annual mntc. 71.75 09/14/2021 101-45201-431990 Check Total: 402.75 Vendor: 5729 TENCO HYDRO INC Check Sequence: 91 ACH Enabled: True 14954 21C003 - Rebuild Parts for DAF Skimmer & Sci 28,394.70 09/14/2021 602-00000-165010 Check Total: 28,394.70 Vendor: 5422 TERMINIX INTERNATIONAL COMPANY LI Check Sequence: 92 ACH Enabled: False 166130 Pest Control - Mice - Prairie Center 57.00 09/14/2021 701-00000-431990 166142 Pest Control - Ants - DMV 41.50 09/14/2021 701-00000-431990 Check Total: 98.50 Vendor: 4859 TRIO SUPPLY COMPANY Check Sequence: 93 ACH Enabled: False 701110 cs. vitrile gloves; (2) cs. disinfectant; (4) cs. can 308.04 09/14/2021 101-45201-421990 Check Total: 308.04 Vendor: 5157 DAVID TURPIN Check Sequence: 94 ACH Enabled: True 8/19/2021 Mileage Reimbursement - Dealer Runs (88 mile: 49.28 09/14/2021 653-41990-433100 Check Total: 49.28 Vendor: 1537 UHL COMPANY INC Check Sequence: 95 ACH Enabled: True 33968 Emergency Service - Replaced Solenoid 2,870.67 09/14/2021 226-45126-440100 Check Total: 2,870.67 AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1539 UNITED LABORATORIES Check Sequence: 96 ACH Enabled: False 326645 (6) brake parts cleaner; (6) vandalism mark remc 371.86 09/14/2021 101-45201-421990 Check Total: 371.86 Vendor: 5803 BRAYDEN VAN HORSEN Check Sequence: 97 ACH Enabled: True 2021 boots 2021 boot reimbursement 60.00 09/14/2021 101-45201-421990 Check Total: 60.00 Vendor: 4774 SALLY VANBROCKLIN Check Sequence: 98 ACH Enabled: False 9/7/2021 Performance @ Farmers Market 9/23/21 200.00 09/14/2021 226-45127-431990 Check Total: 200.00 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 99 ACH Enabled: True 1862867 resale- soda pop 506.90 09/14/2021 609-49750-425400 Check Total: 506.90 Vendor: 1684 VINOCOPIA Check Sequence: 100 ACH Enabled: True 285989 resale- wine 384.00 09/14/2021 609-49750-425300 285989 resale- liquor 126.25 09/14/2021 609-49750-425100 285989 freight 12.50 09/14/2021 609-49750-433300 Check Total: 522.75 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 101 ACH Enabled: False 10228 Labor - Replace Pool Light Fixture 160.00 09/14/2021 226-45126-440100 Check Total: 160.00 Vendor: 2041 WESTSIDE WHOLESALE TIRE & SUPPLY R Check Sequence: 102 ACH Enabled: False 889194 #109 - (2) tire; mount 1,094.66 09/14/2021 101-43120-422110 Check Total: 1,094.66 Vendor: 1572 THE WINE COMPANY Check Sequence: 103 ACH Enabled: True 182514 resale- wine 264.00 09/14/2021 609-49750-425300 182514 resale- liquor 166.00 09/14/2021 609-49750-425100 182514 freight 6.30 09/14/2021 609-49750-433300 Check Total: 436.30 Vendor: 5635 WK & ASSOCIATES LLC Check Sequence: 104 ACH Enabled: False AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference Sept Monthly Storage Rent (1/3) Sept Monthly Storage Rent (1/3) Sept Monthly Storage Rent (1/3) Check Total: Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Sept Sept 2021 - Deputies Contract Check Total: Vendor: 1581 WRIGHT CO RECORDER 202100000048 Agreement Misc A# 1479953 202100000048 Agreement Misc A# 1479954 202100000048 202119 - Agreement Misc A# 1479952 202100000048 202119 - Agreement Misc A# 1479955 Check Total: Vendor: 5810 ALISON YAGER 9/2/21-#1 Walnut Green Space Install- payment #1 of 2- P Check Total: Vendor: 1589 ZIEGLER CAT 217159 rental Skid Steer Loader 66030 #107 - adjust inlet/exhaust valve 67309 #110- adjust inlet/exhaust valve Check Total: Total for Check Run: Total of Number of Checks AP -Computer Check Proof List by Vendor (09/08/2021 - 10:46 AM) 200.00 09/14/2021 101-45201-443990 200.00 09/14/2021 101-43120-443990 200.00 09/14/2021 101-43125-443990 600.00 Check Sequence: 105 ACH Enabled: True 129,301.25 09/14/2021 101-42100-430500 129,301.25 Check Sequence: 106 ACH Enabled: False 46.00 09/14/2021 101-41910-443990 46.00 09/14/2021 101-41910-443990 46.00 09/14/2021 101-41910-443990 46.00 09/14/2021 101-41910-443990 184.00 Check Sequence: 107 ACH Enabled: False 2,500.00 09/14/2021 101-45204-431990 2,500.00 Check Sequence: 108 ACH Enabled: False 2,470.00 09/14/2021 101-43120-441500 548.52 09/14/2021 101-43120-440500 557.63 09/14/2021 101-43120-440500 3,576.15 The preceding list of bills payables was reviewed and approved for payment. 618,289.77 Date: 9/13/21 Approved by: 108 Mayor Lloyd Hilgart Page 15 City Council Agenda: 09/13/2021 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resources Manager 09/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve new hires and departures for city departments. REFERENCE AND BACKGROUND The Council is asked to ratify the attached list of new hires and departures for the City. This listing includes full-time, part-time, seasonal, and temporary employees. The listing may also include status changes and promotions. Budget Impact: Positions are generally included in the budget. II. Staff Workload Impact: If new position, there may be some training involved. If terminated position, existing staff will cover hours as needed, until replacement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of new hires and departures as identified on the attached list. SUPPORTING DATA • List of new hires and terminated employees. NEW EMPLOYEES Name Title Alyssa Hanson Ice Arena Attendant Annika Dahl Slide Attendant Juan Cambara Ice Arena Attendant Rylan Feirabend Climbing Wall Attendant *Donald Klein Liquor Store Clerk Name Department Hire Date MCC 8/20/21 PT MCC 8/24/21 PT MCC 8/26/21 PT MCC 8/30/21 PT Liquor Store 9/25/21 FT TERMINATING EMPLOYEES Reason Laura Woolridge Voluntary Brianna Anthony Voluntary *Promotion New Hire and Terms City Council 2021: 9/7/2021 Class Department Last Day Class MCC 5/25/21 PT MCC 7/17/21 PT New Hire and Terms City Council 2021: 9/7/2021 City Council Agenda: 09/13/2021 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ❑ Regular Agenda Item N/A 09/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 09/13/2021 2D. Consideration of adopting Resolution 2021-69 approving a donation for MontiArts in the amount of 5200 from Rick and Lori Kothenbeutel Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 09/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2021-69 accepting the donation from Rick and Lori Kothenbeutel. REFERENCE AND BACKGROUND The City Council is being asked to approve a donation for City use. As required by State statute, if the City accepts the donation of funds, the City Council is required to adopt a resolution specifying the amount of the donation and its use. Rick and Lori Kothenbeutel submitted a donation of $200 in memory of Tiffany Kristine Behler. Ms. Behler's passion and love for the arts was the motive for the donation. The Kothenbeutels noted that they were giving this donation in her memory to be used by the MontiArts young artists group that will paint local picnic tables in the City parks. Budget Impact: The donation will go towards MontiArts young artists group for their efforts to spread art. II. Staff Workload Impact: Minimal. STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2021-9 accepting the donation. SUPPORTING DATA • Resolution 2021-69 CITY OF MONTICELLO RESOLUTION NO. 2021-69 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Rick and Lori Kothenbeutel Cash $200 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE/AMOUNT Rick and Lori Kothenbeutel MontiArts/$200 Adopted by the City Council of Monticello this 13th day of September, 2021. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 09/13/2021 2E. Consideration of establishing a date for the Truth -In -Taxation Public Hearing. Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 09/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to establish the Truth -In -Taxation Public Hearing on December 13, 2021. REFERENCE AND BACKGROUND Cities with a population over 500 are required by state statute to hold a public hearing at which the proposed budget and levy are discussed. The meeting must be held after November 24, before December 28, and after 6:00 p.m. The public must be allowed to speak at the public hearing. Based on these requirements, staff recommends to hold the public hearing at the regular City Council meeting on December 13, 2021. After the public hearing, the City Council will need to adopt the final 2022 property tax levy and 2022 budget. Council must set the TNT meeting prior to October 1. If not, the county auditor will set a date within the same range of days allowed by law for cities. If the City fails to certify a preliminary levy by September 30, the county auditor will use the prior year's final levy for property tax notices. The county -auditor shall mail notices to be delivered between November 10 and November 24. I. Budget Impact: None. II. Staff Workload Impact: None. STAFF RECOMMENDED ACTION City staff recommends establishing December 13, 2021 for the Truth -In -Taxation Public Hearing. SUPPORTING DATA • None City Council Agenda: 09/13/2021 2F. Consideration of approving purchases for the new DMV location including IT re - cabling services from Arvig Enterprises for $11,820.50, IT hardware upgrades from Dell for $13,979.60, and security cameras and key card access installation from Russell's Security for $29,374.28. Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 09/13/2021 ® Consent Agenda Item Reviewed by: Approved by: IT Technician City Administrator ACTION REQUESTED Motion to approve purchases for the new DMV location including IT re -cabling services from Arvig Enterprises for $11,820.50, IT hardware upgrades from Dell for $13,979.60, and security cameras and key card access installation from Russell's Security for $29,374.28. PRIOR COUNCIL ACTION August 23, 2021: Consideration of approving a contract with Kraus -Anderson Construction Company for the DMV Relocation Project in the amount of $284,179.16 in accordance with Sourcewell EZIQC Contract. REFERENCE AND BACKGROUND As part of using a construction manager rather than a general contractor for the DMV project, the City is more directly involved in some of the purchasing aspects of the DMV project. Council has already approved replacing the sewer lateral from the building to the street, the furniture systems used to layout the office space, and the construction contract. Additional items the City is responsible for procuring include IT data re -cabling services and hardware upgrades, security cameras, and key card access installation. IT re -cabling is needed because the current connections are routed through a cable box located in the mechanical room mounted above an electrical outlet, which is not up to current building code. The proposed work would re-route the cables to a corner safe room and would expand the current configuration to provide data and phone to all workstations. A quote was received from Arvig Enterprises. Quotes were also requested from Medina Electric, All Systems Installation, and Marco, but none of the vendors responded. The new DMV space is designed with customer service, staff safety, and future growth in mind. The current DMV has five public -facing workstations, three back -end desks, and one office. The new location will have seven public -facing workstations, six back -end desks, and two offices for City Council Agenda: 09/13/2021 staff use. Therefore, more IT hardware devices are needed. Additionally, many of the current computers are reaching the point of replacement. It is more efficient to set up new devices at the new space rather than moving the old computers and replacing them soon after. Since the City has standardized its hardware, staff only obtained one quote for the new computers using Dell's government contract, which was used in 2020 for the laptop upgrades during the pandemic. The City is also moving toward more current technology in its buildings and began using key card access and security cameras through Russell's Security when the new fire station was built in 2019. In the interest of having one city-wide system, staff only obtained a quote from Russell's Security to expand the current the key card access and security camera systems to the new DMV location. Key card access will be installed at all three exterior doors and all interior locking doors on the first floor, except for the vestibule doors that separate the outer lobby from the inside lobby. Because the second -floor suites are not part of the construction area, staff is not recommending adding the feature to those doors at this time. The requested purchases are included in the overall project estimate as follows: Construction $ 385,769 (including design & construction contingencies) Architect design 7,000 Furniture systems 72,000 IT Equipment & devices 21,053 Security cameras & card access 32,340 Sewer lateral 29,800 Parking lot re -striping 20,000 $ 567,962 Budget Impact: The requested $55,174.38 will be paid for by the DMV fund. While the final IT equipment quotes are higher than the original estimates, the security cameras and card access are slightly below budget, and the overall budget is still projected to stay within the original $567,962. II. Staff Impact: None. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of purchases for the new DMV location including IT re -cabling services from Arvig Enterprises for $11,820.50, IT hardware upgrades from Dell for $13,979.60, and security cameras and key card access installation from Russell's Security for $29,374.28. City Council Agenda: 09/13/2021 SUPPORTING DATA A. Proposed Quote for IT re -cabling services — Arvig Enterprises B. Proposed Quote for IT hardware upgrades— Dell C. Proposed Quote for key card access installation — Russell's Security D. Proposed Quote for security camera installation — Russell's Security Arvig 224 East Main St Melrose, MN 56352 Quote Arvig 831 Mainstreet South Quote Date 2 -Sep -21 Sauk Centre, MN 56378 19 locations - 2 Cat6 each, 2 WAP locations, 1 Cable Fire Panel, 1 Cable Security Customer City of Monticello - DMV Eric Denny Address 118 W 6th St A Monticello MN 55362 eric.denny@arvig.com Phone No. (763) 295-2712 320-256-0130 or 320-761-3208 Part No. Business System Part Description Quantity Price Total Hoffman Access Plus Wall Mount Cabinet, Double -Hinge, Type 1, 1,014.00 $ - Window Door, 19 RU, 36.02 H x 23.62 W x 25.09 in. D EWMW362425 - 3ft tall - 25 inches deep - BACKORDER 09-02-21 Hoffman Access Plus Wall Mount Cabinet, Double -Hinge, Type 1, 1,167.00 $ - Window Door, 26 RU, 48.03 H x 23.62 W x 25.09 in. D EWMW482425 - 4ft tall - 25 inches deep Hoffman Access Plus Wall Mount Cabinet, Double -Hinge, Type 1, 1,097.00 $ - Window Door, 19 RU, 36.02 H x 23.62 W x 30.01 in. D EWMW362430 - 3ft tall - 30 inches deep - BACKORDER 09-02-21 Hoffman Access Plus Wall Mount Cabinet, Double -Hinge, Type 1, 1 1,255.00 $ 1,255.00 Window Door, 26 RU, 48.03 H x 23.62 W x 30.01 in. D EWMW482430 - 4ft tall - 30 inches deep Hubbell Shelf 14" Deep 1 80.00 $ 80.00 5500-190 Rack Mount Surge Protective Power Strip, 15A, 5-15P 1 180.00 $ 180.00 Hoffman EWMF2 4 -Inch Fan Kit, Includes Plug and Blocking Plates, 115 Vac, 100 CFM, Compatible with up to 36 in. Deep Cabinets, Black 1 200.00 $ 200.00 Misc. Parts I I Quantity Price Total Face Plates 19 2.50 $ 47.50 Cat6 Jacks 42 9.00 $ 378.00 Cat6 Cable CMP 6000 0.32 $ 1,920.00 1 Port Housing 4 5.00 $ 20.00 LD 10 Conduit 0 4.50 $ - SW-JHK-32 2" Cable Support J -Hook, 50 Pack, 2 Inch 1 80.00 $ 80.00 Patch Cords - 10 ft 42 5.00 $ 210.00 Patch Cords - 3ft 42 3.00 $ 126.00 24 Port Patch Panel NKFP24Y - 2 56.00 $ 112.00 Cat6 Black Jacks NK688MBL 48 6.50 $ 312.00 66 Block 0 14.00 $ - Labor (Install System -Programming -Training) Hours IRate/Hr Total Labor - Remove existing data cabling, install new wall cabinet in Safe Room 112 on NE wall, $ 6,900.00 run cables to the new locations, install face plates, jacks, test, and label. 3/4" plywood must be provided and installed at the location of the wall rack by the customer. Misc. Labor I Hours Rate/Hr I Total ecommend a dedicated 15 amp outlet near rack, 15 amp outlet near rack location required. EAnbup, stub out conduit, or required sleeves, and boxes must be provided by the electrician ted by the customer. Electrical work not included in total and will be contracted by customer. Signature Subtotal (Parts -Business Systems): Subtotal (Labor -Install System -Programming -Training): Subtotal (Misc. Parts): Subtotal (Misc. Labor): Sign and Date for Quote Approval Date $ 1,715.00 $ 6,900.00 $ 3,205.50 Grand Total: $ 11,820.50 D<*A*+LTechno1ogies A quote for your consideration Based on your business needs, we put the following quote together to help with your purchase decision. Below is a detailed summary of the quote we've created to help you with your purchase decision. To proceed with this quote, you may respond to this email, order online through your Premier page, or, if you do not have Premier, use this Quote to Order. Quote No. Total Customer # Quoted On Expires by Contract Name Contract Code Customer Agreement # 3000097663007.1 $13,979.60 20981535 Sep. 08, 2021 Oct. 08, 2021 Dell NASPO Computer Equipment PA - State of MN C000000O12056 MNWNC-108 / 97222 Message from your Sales Rep Sales Rep Lee Frank Phone (800) 456-3355, 7289319 Email Lee_Frank@Dell.com Billing To PAYABLE ACCOUNTS PAYABLE CITY OF MONTICELLO 505 WALNUT ST STE 1 MONTICELLO, MN 55362-8822 Please contact your Dell sales representative if you have any questions or when you're ready to place an order. Thank you for shopping with Dell! Regards, Lee Frank Shipping Group Shipping To DAN KLEIN CITY OF MONTICELLO 103 CHELSEA RD MONTICELLO, MN 55362-8918 (763)271-7463 Product Shipping Method Standard Delivery Dell Pro Wireless Keyboard and Mouse — KM5221 W Dell Single Monitor Arm — MSA20 OptiPlex 3080 Micro Dell 27 Monitor - P27221-11, 68.6cm (27") Unit Price Quantity Subtotal $34.75 11 $382.25 $133.99 12 $1,607.88 $661.92 11 $7,281.12 $313.89 15 $4,708.35 Page 1 Dell Marketing LP. U.S. only. Dell Marketing LP. is located at One Dell Way, Mail Stop 8129, Round Rock, TX 78682 Subtotal: $13,979.60 Shipping: $0.00 Non -Taxable Amount: $13,979.60 Taxable Amount: $0.00 Estimated Tax: $0.00 Total: $13,979.60 Special lease pricing may be available for qualified customers. Please contact your DFS Sales Representative for details. Page 2 Dell Marketing LP. U.S. only. Dell Marketing LP. is located at One Dell Way, Mail Stop 8129, Round Rock, TX 78682 Shipping Group Details Shipping To DAN KLEIN CITY OF MONTICELLO 103 CHELSEA RD MONTICELLO, MN 55362-8918 (763) 271-7463 Shipping Method Standard Delivery Dell Pro Wireless Keyboard and Mouse — KM5221 W Estimated delivery if purchased today: Sep. 15, 2021 Contract # C000000012056 Customer Agreement # MNWNC-108 / 97222 Description Dell Pro Wireless Keyboard and Mouse — KM5221 W Dell Single Monitor Arm — MSA20 Estimated delivery if purchased today: Oct. 14, 2021 Contract # C000000012056 Customer Agreement # MNWNC-108 / 97222 Description Dell Single Monitor Arm — MSA20 Quantity $34.75 11 SKU Unit Price Quantity 580-AJIS - 11 Quantity $133.99 12 SKU 482-BBDI OptiPlex 3080 Micro Estimated delivery if purchased today: Oct. 28, 2021 Contract # C000000012056 Customer Agreement # MNWNC-108 / 97222 Description SKU OptiPlex 3080 Micro BTX 210-AVPQ 10th Generation Intel Core i5 -10500T (6 -Core, 12MB Cache, 2.3GHz 338-BVDE to 3.8GHz, 35W) Windows 10 Pro English, French, Spanish 619-AHKN No Microsoft Office License Included — 30 day Trial Offer Only 658-BCSB 8GB (1x8GB) DDR4 non ECC memory 370-AFWE M.2 256GB PCIe NVMe Class 35 Solid State Drive 400-BEUW Thermal Pad 412-AALV M2X3.5 Screw for SSD/DDPE 773-BBBC No Additional Hard Drive 401-AANH OptiPlex 3080 Micro with 65W up to 87% efficient adapter 321-BGOI 65 Watt AC Adapter 450-ADTR Power Cord 450-AAZN CMS Software not included 632-BBBJ Speaker for OptiPlex MFF 520-AARC Intel® Wi-Fi 6 AX200 2x2 (Gig+) + Bluetooth 5 555-BFIO Internal Wireless Antennas 555-BFPV Unit Price Quantity - 12 Quantity $661.92 11 Subtotal $382.25 Subtotal Subtotal $1,607.88 Subtotal Subtotal $7,281.12 Subtotal Page 3 Dell Marketing LP. U.S. only. Dell Marketing LP. is located at One Dell Way, Mail Stop 8129, Round Rock, TX 78682 Wireless Driver, Intel Wi-Fi 6 AX200 2x2 (Gig+) + Bluetooth 5 555-BFSL - 11 No Stand Option 575-BBBI 11 No Additional Cable Requested 379-BBCY - 11 No PCIe add-in card 492-BBFF - 11 No Additional Video Ports 492-BCKH - 11 Dell KB216 Wired Keyboard English 580-ADJC - 11 Dell Optical Mouse - MS116 (Black) 570-ABIE - 11 No Cable Cover 325-BCZQ - 11 Not selected in this configuration 817-BBBC - 11 SupportAssist 525-BBCL - 11 Dell(TM) Digital Delivery Cirrus Client 640-BBLW - 11 Dell Client System Update (Updates latest Dell Recommended BIOS, 658-BBMR 11 Drivers, Firmware and Apps) Waves Maxx Audio 658-BBRB - 11 Dell SupportAssist OS Recovery Tool 658-BEOK - 11 Win 10 PKID Label 658-BFDQ - 11 OS -Windows Media Not Included 620-AALW - 11 ENERGY STAR Qualified 387-BBLW - 11 SERI Guide (ENG/FR/Multi) 340-AGIK - 11 Dell Watchdog Timer 379-BDWG - 11 Quick Setup Guide 3080 MFF 340-CPVE - 11 US Order 332-1286 - 11 Print on Demand Label 389-BDQH - 11 Trusted Platform Module (Discrete TPM Enabled) 329-BBJL - 11 Ship Material for OptiPlex Micro Form Factor 340-CQYN - 11 Shipping Label 389-BBUU - 11 Regulatory Label for OptiPlex 3080 MFF, FSJ 389-DVBZ - 11 No CompuTrace 461-AABF - 11 Intel(R) Core(TM) i5 Processor Label 340-CNBZ - 11 Desktop BTS/BTP Shipment 800-BBIP - 11 No Anti -Virus Software 650-AAAM - 11 Fixed Hardware Configuration 998-ETDY - 11 No Out -of -Band Systems Management 631-ACMW - 11 No Option Included 340-ACQQ - 11 No AutoPilot 340-CKSZ - 11 No External ODD 429-ABGY - 11 No Optane 400 -BFPO - 11 EPEAT 2018 Registered (Gold) 379-BDZB - 11 Dell Limited Hardware Warranty Plus Service 803-8583 - 11 ProSupport Plus: Accidental Damage Service, 3 Years 803-8774 - 11 ProSupport Plus: Keep Your Hard Drive, 3 Years 803-8802 - 11 ProSupport Plus: Next Business Day Onsite, 3 Years 803-8830 - 11 Page 4 Dell Marketing LP. U.S. only. Dell Marketing LP. is located at One Dell Way, Mail Stop 8129, Round Rock, TX 78682 ProSupport Plus: 7x24 Technical Support, 3 Years 803-8886 Thank you for choosing Dell ProSupport Plus. For tech support, visit 997-8367 11 - www.dell.com/contactdell or call 1-866-516-3115 Asset Report 365-0843 - 11 - Quantity Subtotal Dell 27 Monitor - P2722H, 68.6cm (27") $313.89 15 $4,708.35 Estimated delivery if purchased today: Oct. 07, 2021 Contract # C000000012056 Customer Agreement # MNWNC-108 / 97222 Description SKU Unit Price Quantity Subtotal Dell 27 Monitor - P2722H, 68.6cm (27") 210-BBCK - 15 - Dell Limited Hardware Warranty 814-5380 - 15 - Advanced Exchange Service, 3 Years 814-5381 - 15 - Subtotal: $13,979.60 Shipping: $0.00 Estimated Tax: $0.00 Total: $13,979.60 Page 5 Dell Marketing LP. U.S. only. Dell Marketing LP. is located at One Dell Way, Mail Stop 8129, Round Rock, TX 78682 Important Notes Terms of Sale This Quote will, if Customer issues a purchase order for the quoted items that is accepted by Supplier, constitute a contract between the entity issuing this Quote ("Supplier") and the entity to whom this Quote was issued ("Customer"). Unless otherwise stated herein, pricing is valid for thirty days from the date of this Quote. All product, pricing and other information is based on the latest information available and is subject to change. Supplier reserves the right to cancel this Quote and Customer purchase orders arising from pricing errors. Taxes and/or freight charges listed on this Quote are only estimates. The final amounts shall be stated on the relevant invoice. Additional freight charges will be applied if Customer requests expedited shipping. Please indicate any tax exemption status on your purchase order and send your tax exemption certificate to Tax_Department@dell.com or ARSalesTax@emc.com, as applicable. Governing Terms: This Quote is subject to: (a) a separate written agreement between Customer or Customer's affiliate and Supplier or a Supplier's affiliate to the extent that it expressly applies to the products and/or services in this Quote or, to the extent there is no such agreement, to the applicable set of Dell's Terms of Sale (available at www.dell.com/terms or www.dell.com/oemterms), or for cloud/as-a- Service offerings, the applicable cloud terms of service (identified on the Offer Specific Terms referenced below); and (b) the terms referenced herein (collectively, the "Governing Terms"). Different Governing Terms may apply to different products and services on this Quote. The Governing Terms apply to the exclusion of all terms and conditions incorporated in or referred to in any documentation submitted by Customer to Supplier. Supplier Software Licenses and Services Descriptions: Customer's use of any Supplier software is subject to the license terms accompanying the software, or in the absence of accompanying terms, the applicable terms posted on www.Dell.com/eula. Descriptions and terms for Supplier -branded standard services are stated at www.dell.com/servicecontracts/global or for certain infrastructure products at www.dellemc.com/en-us/customer-services/product-warranty-and-service-descriptions. htm. Offer -Specific, Third Party and Program Specific Terms: Customer's use of third -party software is subject to the license terms that accompany the software. Certain Supplier -branded and third -party products and services listed on this Quote are subject to additional, specific terms stated on www.dell.com/offeringspecificterms ("Offer Specific Terms"). In case of Resale only: Should Customer procure any products or services for resale, whether on standalone basis or as part of a solution, Customer shall include the applicable software license terms, services terms, and/or offer -specific terms in a written agreement with the end- user and provide written evidence of doing so upon receipt of request from Supplier. In case of Financing only: If Customer intends to enter into a financing arrangement ("Financing Agreement") for the products and/or services on this Quote with Dell Financial Services LLC or other funding source pre -approved by Supplier ("FS"), Customer may issue its purchase order to Supplier or to FS. If issued to FS, Supplier will fulfill and invoice FS upon confirmation that: (a) FS intends to enter into a Financing Agreement with Customer for this order; and (b) FS agrees to procure these items from Supplier. Notwithstanding the Financing Agreement, Customer's use (and Customer's resale of and the end -user's use) of these items in the order is subject to the applicable governing agreement between Customer and Supplier, except that title shall transfer from Supplier to FS instead of to Customer. If FS notifies Supplier after shipment that Customer is no longer pursuing a Financing Agreement for these items, or if Customer fails to enter into such Financing Agreement within 120 days after shipment by Supplier, Customer shall promptly pay the Supplier invoice amounts directly to Supplier. Customer represents that this transaction does not involve: (a) use of U.S. Government funds; (b) use by or resale to the U.S. Government; or (c) maintenance and support of the product(s) listed in this document within classified spaces. Customer further represents that this transaction does not require Supplier's compliance with any statute, regulation or information technology standard applicable to a U.S. Government procurement. For certain products shipped to end users in California, a State Environmental Fee will be applied to Customer's invoice. Supplier encourages customers to dispose of electronic equipment properly. Electronically linked terms and descriptions are available in hard copy upon request 'Dell Business Credit (DBC): OFFER VARIES BY CREDITWORTHINESS AS DETERMINED BY LENDER. Offered by WebBank to Small and Medium Business customers with approved credit. Taxes, shipping and other charges are extra and vary. Minimum monthly payments are the greater of $15 or 3% of account balance. Dell Business Credit is not offered to government or public entities, or business entities located and organized outside of the United States. Page 6 Dell Marketing LP. U.S. only. Dell Marketing LP. is located at One Dell Way, Mail Stop 8129, Round Rock, TX 78682 R"4e& LLOCr1K_gv ►imrted Q �i■ R Snlutian5 Name / Address City of Monticello 505 Walnut Street Monticello, MN 55362 .......................... Qty Russell Security Resource Inc 205 5th St NE #6 Buffalo, MN 55313 Estimate Date Estimate # 2/17/2021 4710 P.O. No. Terms Rep Due on receipt RP Description Job: Supply and Install Electronic Access Control System *This Proposal submitted as partial to other door related items that need to be addressed. (Additional cost considerations) 2::4 Door NXT Controller with Mercury Powered Option 7: KERI Proximity Card Reader 1Altronix Power Supply 1 E 4 Output Power Distribution Module 1 Access Power Controller with 8 Protected Outputs 3 ': 12V Battery back up 8': Door Sensor 6 Heavy -Duty Electric Strike 1i Exit Paddle Push or Pull w/Dogging, Dark Bronze 1 1-1/8 Grade One Deadlatch Lock Chassis, Dark Bronze 1 Time Delay Module 1: 2 Amp UL Listed Relay board Low Voltage Wire Labor, Installation of above described hardware. Wiring termination, testing & training Note: *Line voltage brought to power supplies done by others. *Electric strike or latch retraction not included for new DMV entry double doors, Will need to adjust after seeing a hardware schedule. *Safe room, managers office and employee entry door and frames need to be replaced to be able to be electrified. Phone # Fax # 763-682-1253 763-682-0139 Page 1 .................................................................................................... : Subtotal Sales Tax (0.0%) Total R"4e& L LOCK -gtj ►imrted Q �i■ R Snlutian5 Name / Address City of Monticello 505 Walnut Street Monticello, MN 55362 Russell Security Resource Inc 205 5th St NE #6 Buffalo. MN 55313 Estimate Date Estimate # 2/17/2021 4710 P.O. No. Terms Rep Due on receipt RP ......................................................................................................................................................... Qty Description ..........................:.............................................................................................................................. *Fobs or cards are $7.50 each. Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Page 2 Subtotal $20,472.95 Sales Tax (0.0%) so.00 Total $20,472.95 R"4e& LLOCK-gtj i fired Q �i■ R Snlutian5 Name / Address City of Monticello 505 Walnut Street Monticello, MN 55362 .......................... Qty Russell Security Resource Inc 205 5th St NE #6 Buffalo. MN 55313 Estimate Date Estimate # 2/17/2021 4717 P.O. No. Terms Rep Due on receipt STJ Description Job: Camera Surveillance System at new Monticello DMV Office H.265 16 Channel NVR with built in POE Plug 8T13 Hard Drive Wall Mount for ETL Series & EHN Series (fixed) and KHN Series Cameras 4 MP Eyeball Camera Low Voltage Wire Labor, Installation, Wiring, System Integration/Set Up and Training Included Note: *Solution compatible with new Fire Station. *AC outlet for recorder done by others. * Camera recorder installed in customer provided server rack. Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 .................................................................................................... : Subtotal $8,901.33 Sales Tax (0.0%) $0.00 Total $8,901.33 City Council Agenda: 09/13/2021 2G. Consideration of approving a contract with Abdo, Eick, & Meyers, LLP for standard audit services for the vears 2021-2025 for a total not to exceed cost of $177,146. Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 09/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve a contract with Abdo, Eick, & Meyers, LLP for standard audit services for the years 2021-2025 for a total not to exceed cost of $177,146. PRIOR COUNCIL ACTION July 12, 2021: Consideration of authorizing a request for proposals (RFP) to provide audit services for 2021-2025. REFERENCE AND BACKGROUND City staff advertised a request for proposal for audit services for the years 2021 through 2025 on the League of Minnesota Cities website for one month. Eight firms responded to the RFP. The Finance Director and Senior Accountant individually evaluated each proposal based on evaluation criteria outlined by the American Institute of Certified Public Accountants (AICPA) including the following: • Approach to audit quality • Team knowledge and experience • Firm's experience, communication practices, and unique qualifications • Value-added services • Scope and pricing of the audit engagement Four firms were chosen to present to the selection committee consisting of the Finance Director, Senior Accountant, and City Administrator. The four firms selected with their submitted price are as follows: • Schlenner, Wenner & Co. - $168,800 • Abdo, Eick & Meyers, LLP (AEM) - $177,146 • Malloy, Montague, Karnowski, Radosevich & Co., PA - $180,400 • BerganKDV - $181,100 While each firm submitted quality proposals and each firm selected for interviews presented City Council Agenda: 09/13/2021 well, AEM stood out as the firm that would offer the highest value. AEM has extensive experience with government audits of similar -sized cities; actively participates in professional organizations, such as the MN Government Finance Officers Association (MNGFOA); and focuses on communication with clients not just during the audit, but year-round. Common themes throughout the interview with AEM were teamwork and relationships. In addition to auditing services, AEM also provides a variety of additional services, and while the City utilizes our financial advising firm, Northland Securities, Inc., for a number of those services, the selection committee felt the various segments of their company act as a wide range of resources for the auditors to better understand the City's day-to-day operations and needs. AEM's proposal did not provide the lowest cost, but the recommended contract will save the city roughly $1,000 per year compared to the price paid to the current auditing firm. Please note, additional fees will apply for a Single Audit should the city expend more than $750,000 of Federal funds in any year. The cost of a Single Audit varies based on the number of major programs tested (i.e., the number of grants that make up the $750,000), and the rate per major program ranges from $4,200 in 2021 to $4,640 in 2025. I. Budget Impact: $177,146 in the General Fund. II. Staff Workload Impact: While significant time is spent on year-end closing workpapers and journal entries, awarding the contract to AEM will not have a significant impact on staff time from what is currently spent on the annual audit. STAFF RECOMMENDED ACTION City staff recommends approving a contract with Abdo, Eick, & Meyers, LLP for standard audit services for the years 2021-2025 for a total not to exceed cost of $177,146. SUPPORTING DATA • Abdo, Eick, & Meyers, LLP's audit proposal for the years 2021 through 2025. i ABDO EICK & MEYEBS I.1,i' Proposal for Audit Services for: i s City of Monticello 505 Walnut Street Monticello, Minnesota 55362 August 13, 2021 Proposed by: Brad Falteysek, CPA Partner I Abdo, Eick & Meyers, LLP brad.falteysek@aemcpas.com Direct Line (952) 715-3004 Abdo, Eick & Meyers, LLP Edina 5201 Eden Avenue, Suite 250, Edina, Minnesota 55436 Office: (952) 835-9090 / Fax: (952) 835-3261 Mankato 100 Warren Street, Suite 600, Mankato, Minnesota 56001 Office: (507) 625-2727 / Fax: (507) 389-9139 Tax I Accounting + Audit I Consulting Sarah Rathlisberger, Finance Director City of Monticello 505 Walnut Street Monticello, Minnesota 55362 August 13, 2021 Dear Sarah, ABDO EICK & MEYERSI.I.11 Thank you for the opportunity to submit this proposal to the City of Monticello (the City) for audit services. We appreciate the opportunity to work with you. Based on our experience with clients like you, we are confident that Abdo, Eick & Meyers, LLP (the Firm) would be a great fit. We work hard for those who matter most - clients, employees, family, and community - and celebrate their successes as our own. Our success has been driven by our philosophy of going beyond the numbers for our clients. This belief is represented through our commitment to people and knowledge, process and you. We will utilize staff that is experienced and dedicated in the area of government. Our process is centered on meeting your needs, exceeding your expectations, and incorporating technology to deliver unparalleled solutions. This includes delivering prompt and effective service of the highest quality to you. The quality of our service allows us an opportunity to be an integral part of your finance team. We believe this investment should make a difference for you, our valued client. We focus on the challenges and needs that are relevant to your City, which allows us to be thoughtful in our approach in providing you with the best solutions, and leaves you assured in the value of our deliverable. The attached proposal will demonstrate to you that we will be a great service provider and partner for your City. We look forward to meeting with you to discuss our proposal and appreciate this opportunity to present our firm for your consideration. We will follow up with you within two weeks to answer any questions or concerns you may have and to provide any further information you may need. Sincerely, Abdo, Eick & Meyers, LLP Brad Falteysek, CPA Partner, Abdo, Eick & Meyers, LLP a 0 Contents 04 Executive Summary 05 Meet Your Team 15 Government Experience 16 Audit Approach 20 Technology 21 Service Timeline 22 Value 23 What Our Clients Say 24 License & Independence 25 Why Partner with AEM 26 Diversity & Inclusion 28 Value Added Services Appendix A — Proposer Guarantees & Warranties Appendix B — Schedule of Professional Fees and Expenses Appendix C — Peer Review Letter AICPA GAQC Member Top 25 Accounting Firm in Minnesota Forbes Named Top Accounting Firm Nationwide NAMil�y'y� h,?� G Executive Summary We are pleased to present our proposal for audit services to the City of Monticello. We have prepared our proposal based on our understanding of your organization's needs from the request for proposal we received and the very informational conversation we have had with Ms. Rathlisberger and Ms. Lindrud, during which we were provided with an opportunity to get to know you better. We understand that the key requirements you have of your selected advisors include: » Access to partners and staff for assistance in answering questions throughout the year » Deliver both concise and informative information to the Council » Demonstrate familiarity, knowledge and experience in the industry » Provide a timely and efficient audit We understand that the requested work to be completed includes the following services: » Annual Financial Statement Audit » Single Audit (If applicable) » Management Letter » Presentation to the Council Based on our work with more than 100 local governments similar to yours, we confidently believe we can meet your requirements and exceed your expectations for the reasons listed below and referenced in our proposal. » We provide timely services and currently adhere to an 18 -day turnaround time from fieldwork for the delivery of draft financial statements to the client. » Our Council presentation uses ratios and comparisons of trends that give snapshots of metrics for your Organization through graphs and charts. » We have a dedicated team of 40 partners, managers and staff that serve governments exclusively. » Our government experience extends beyond just audit and compliance. We also provide the following services to government organizations. • Human Resource solutions • Long-term financial planning • One-on-one personalized and group -focused training opportunities • Process improvement- lean process and process evaluation • 990 preparation » Integral to our mission is a philosophy that we help organizations reach their maximum potential through open communications and teamwork. We enjoy answering questions any time of the year, and at no cost! We commit to providing an excellent level of client service and helping you move beyond the numbers through communication, support and customized guidance. As you review the details of this proposal, please do not hesitate to contact us with questions or for clarification. We look forward to partnering with the City. Based on our ability to provide the requested services, our shared core values, Meet and an understanding of your unique needs, we firmly believe we would be a great fit for your City. We have the resources, knowledge, people and services to Your provide you with the solutions you're looking for. We have assembled a team with relevant experience who are committed to Team performing these services to meet the expected deadlines. Each team member is briefly profiled below, and full biographies can be found on the following pages. Brad Falteysek, CPA Partner brad.falteysek@aemcpas.com Direct Line (952) 715-3004 Andy Berg, CPA Partner andrew.berg@aemcpas.com Direct Line (952) 715-3003 Jeff Hines, CPA Bonnie Schwieger, CPA Manager bonnie.schwieger@aemcpas.com Direct Line (952) 715-3065 Zac Benzkofer Associate Associate Jeff hines@aemcpas.com zac.benzkofer@aemcpas.com Direct Line (952) 449-6239 Direct Line (952) 304-6806 Brad Falteysek, CPA Government Partner MSRB Municipal Advisor Representative (Series 50) brad.falteysek@aemcpas.com Direct Line (952) 715.3004 Brad joined the Firm in 1998. He graduated Cum Laude from Winona State University, and worked for two years with the Minnesota Office of the Legislative Auditor's Office. He is registered and licensed to practice as a CPA in Minnesota. His work includes audit and accounting for many of the Firm's governmental clients, including audits regulated under Uniform Guidance. Education Bachelor of Science in Accounting, Winona State University Minor in Economics Graduated Cum Laude Continuing professional education as required by AICPA and Government Accountability Office Professional Memberships Minnesota Government Finance Officers Association Minnesota Society of Certified Public Accountants American Institute of Certified Public Accountants (AICPA) Minnesota Association of School Business Officials Qualifications 23 years of experience auditing local governments and schools in Minnesota Over 90 percent of billable time relates to governmental clients Experienced in municipal government utility rate studies and long term financial plans Presented at the Minnesota Association of School Business Officials Annual Conference, the Minnesota Government Finance Officers Association Annual Conference, and the Minnesota Clerks and Finance Officers Association Annual Conference MSRB Municipal Advisor Representative (Series 50) M INNEAPOLIS, CONTINUING PROFESSIONAL FOR Cohnp etio, Course Title 07/13/2018 Scholl Import Training NINNIES TA EDUCATION ATTENDANCE RECORD BRAD FALTEYSEK Sponsor Abdo, Eick 8 Meyers, LLP Gov't Audit 1.5 Technical Non -Technical Ethic. Total GPE 1.5 07/17/2018 Abdo Eick 8 Meyers Business Transformation Playbook B-Consulting 12.5 12.5 08/15/2018 Governmental Accounting and Auditing Update Carderenoe 2018 AICPA 21.5 21.5 08/17/2018 OPER Overdax- Schods Abdo, Eick 8 Msyxrs, LLP 1.5 1.5 09/2812018 MNGFOA Conference-2018 GFOA 4.5 4.5 1018/2018 Mental Health in the Workplace opt.. 1 1 10/22/2018 Audits of Local Governments Carference MNCPA 7 1 8 10/29/2018 Kay Lessons Learned in Identifying. Developing 8 Retaining Top Perfomrars Upstream Academy 1 1 11112018 Annual Government GAAP Update GFOA 4 4 11/26/2018 The 2018 Yet-Back Revision Surgent McCoy CPE 4 4 11/27/2018 Gwarnmental Standards Updates and Best Pracboee Seminar Abdo, Eick 8 Meyers, LLP 6 6 12/14/2018 City Council Presentation Skills Abdo, Eick 8 Meyers, LLP 4.5 4.5 01/03/2019 AEM All-Finn Connect More Conference Abdo, Eick 8 Mayers, LLP 5 5 01/21/2019 GASB 75: OPER Testing fcr Cities Abdo, Eick 8 Meyers, LLP 1 1 01/25/2019 Municipal Audit Report Council Presentation Practice Abdo, Eick 8 Mayers, LLP 2.5 2.5 02/07/2019 Understanding the Preparalion for the Annual Audit MASBO 3 3 04/12/2019 GASB 75: OPER Workpaper fcr Cities Refresher Abdo, Eick 8 Meyers, LLP 1 1 04/19/2019 Municipal Quarterly Reporting Abdo, Eick 8 Meyers, LLP 1.5 1.5 0426/2019 Municipal Advising Series 50 CPE and Municipal Budgeting Abdo, Eick 8 Msyers, LLP 2 2 05/03/2019 Arbitrage Reporting: Purpose. Process and People Abdo, Eick 8 Meyers, LLP 1.5 1.5 06/03/2019 MNCPA Scholl District Audits Conference MNCPA 6.5 1.5 8 06/18/2019 Screencesting 101 - Edina Session 1 Abdo, Eick 8 Mayers, LLP 1 1 0722/2019 OPEB Refresher Schools Abdo, Eick 8 Mayers, LLP 1 1 07242019 CFO/Directar d AccounbnglFinance Director: W hat's the Difference and Why Does it Matter? Abdo, Eick 8 Mayers, LLP 1 1 08/082019 Prolaers Content Creator Training Abdo, Eick 8 Mayers, LLP 1.5 1.5 09202019 Assessing and ImprwHg your Par sonal BD Style Upstream Academy 1 1 0925/2019 Road Map of the Audit Process Abdo, Eick 8 Meyers, LLP 3 3 1021/2019 MNCPA Audits d Local Governments Conference MNCPA 5.5 1.5 1 8 1029/2019 Government Audit: SdNng Cash Differences Abdo, Eick 8 Meyers, LLP 1.5 1.5 11/07/2019 Setting Your 2020 Vision Abdo, Eick 8 Meyers, LLP 6 6 11/1512019 UGGIConsistent Time B Effort Reporting for Federal Programs MASBO 1 1 12/0512019 Annual Governmental GAAP Update GFOA 4 4 12/16/2019 AEM FS Audit Preparation: Day 1 Abdo, Eick 8 Meyers, LLP 6 6 1217/2019 AEM FS Audit Preparation: Day 2 Abdo, Eick 8 Meyers, LLP 6 6 12/1812019 Audit Risk Assessment and Planning Abdo, Eick 8 Meyers, LLP 4 4 01/06/2020 AEM 100 All Firm Dliver More Conference Abdo, Eick 8 Mayers, LLP 4 4 04/17/2020 Managing During a Calsis Upstreem Academy 1 1 05/07/2020 Making Sound People Decisions in the Midst d a Crisis Upstream Academy 1 1 05/12/2020 Making Sound Financial Decisions in the Midst d a Crisis Upstream Academy 1 1 05/28/2020 AEM 10- Metro Firms Ethical W ebinar Abdo, Eick 8 Meyers, LLP 4 4 06/11/2020 Enooureg. Expedise Upstream Academy 1 1 0624/2020 Benford's Loa: A Vduable Audit Tool Business Prdessionals' N-rk, Inc. 2 2 0626/2020 CAMA. an Advisory Mindset Upstream Academy 1 1 07/10/2020 Encourege Devalopment d a Leaders Voice Upstream Academy 1 1 0727/2020 Pr Ade Effective Constructive Feedback Upstream Academy 1 1 08/112020 Teach a High Yield Lox Maintenance Attitude Upstream Academy 1 1 08/182020 Governmental Acccunting and Auditing Update Conference 2020 AICPA 8.5 1.5 10 10/012020 AEM 200 Upstream Sanies: Leading Remotely Abdo, Eick 8 Mayers, LLP 0.5 0.5 10282020 LR3-Clients Upstream Academy 1 1 101282020 AEM 200 Upstream Series: Leading Ramdaly Abdo, Eick 8 Meyers, LLP 0.5 0.5 111102020 LR4-Granth Upstream Academy 1 1 121102020 OMB Supplement Addendum and the Latest COVID-19 Single Audit Implications AICPA 2 2 12/162020 AEM 100: Introduction to AEM Equipping Advisors Academy Abdo, Eick 8 Msyers, LLP 1 1 01/0612021 AEM 100: All Finn Event: Managing 2021 Style Abdo, Eick 8 Meyers, LLP 1 1 01/1312021 AEM 100: Checkpdnt Training fcr Audit and Tax Abdo, Eick B Meyers, LLP 0.5 0.5 03/0112021 Risk Assessment Deep Dive: Hav to Avoid Gammon Missteps AICPA 3.5 3.5 05/1912021 AEM 100 Current Issues In Business Ethics Abdo, Eick 8 Meyers, LLP 4 4 Andy Berg, CPA Government Partner andrew.berg@aemcpas.com Direct Line (952) 715.3003 Andy Berg joined the Firm in 1994 after graduating Cum Laude from Gustavus Adolphus College and is registered and licensed to practice as a CPA in Minnesota. His experience includes auditing municipalities, school districts, and nonprofits under government auditing standards and single audits under Uniform Guidance. He stays current on issues affecting his clients by staying involved in several industry organizations. He participates on the special review committee for the Government Finance Officers Association. This committee reviews reports for acceptance into the Certificate of Achievement for Excellence in Financial Reporting program. Education » Bachelor of Science in Accounting, Gustavus Adolphus College » Graduated Cum Laude » Continuing professional education as required by AICPA Professional Memberships » American Institute of Certified Public Accountants (AICPA) » Minnesota Society of Certified Public Accountants » Minnesota Government Finance Officers Association » Minnesota Association of School Business Officials » Government Finance Officers Association Qualifications » 26 years of experience auditing local governments and schools in Minnesota » Over 95 percent of billable time related to governmental clients » Participates on the special review committee for the Government Finance Officers Association (GFOA). This committee reviews reports for acceptance into the Certificate of Achievement of Excellence in Financial Reporting program » Experienced in municipal government long term financial plans » Previous MN GFOA presenter on GASB Update and CAFR review » Previous MNCPA City Report Review Committee :.. CONTINUING PROFESSIONAL MINNESOTA EDUCATION ATTENDANCE RECORD Completion Date 07/17/2018 FOR rse Title Abdo Eick & Meyers Business Transformation Playbook ANDREW BERG Sponsor Boomer Consulting Gov't Audit Technical Non -Technical 12.5 Ethics Total CPE 12.5 08/15/2018 Governmental Accounting and Auditing Update Conference 2018 AICPA 21.5 21.5 09/26/2018 MNGFOA Conference - 2018 GFOA 6 6 11/01/2018 The 2018 Yellow Book Revision MNCPA 4 4 11/29/2018 Municipal Audit: In-charge Responsibilities and Use of SMART Practice to Generate Audit Programs Abdo, Eick & Meyers, LLP 1.5 1.5 11/30/2018 Government Audit: Analytical Review Procedures Abdo, Eick & Meyers, LLP 1.5 1.5 12/14/2018 City Council Presentation Skills Abdo, Eick & Meyers, LLP 1.5 01/03/2019 AEM All-Firm Connect More Conference Abdo, Eick & Meyers, LLP 5 5 01/11/2019 Government Audit XCM Process Training Abdo, Eick & Meyers, LLP 1 1 01/21/2019 GASB 75: OPEB Testing for Cities Abdo, Eick & Meyers, LLP 1 1 01/25/2019 Municipal Audit Report Council Presentation Practice Abdo, Eick & Meyers, LLP 2.5 2.5 04/12/2019 GASB 75: OPEB Workpaper for Cities Refresher Abdo, Eick & Meyers, LLP 1 1 04/30/2019 2019 GAQC Annual Update Webcasl AICPA 2 2 05/14/2019 2019 State and Local Government Audit Planning Considerations AICPA 2 2 07/22/2019 OPEB Refresher: Schools Abdo, Eick & Meyers, LLP 1 1 08/20/2019 BOOK Club: Leading Through Organizational Transformation Abdo, Eick & Meyers, LLP 1.5 1.5 09/04/2019 Overview of Technology Trends in Accounting Boomer Consulting 1 1 09/19/2019 Risk Assessment Considerations in a SLG Financial Statement Audit ACIPA 2 2 09/20/2019 Assessing and Improving your Personal BD Style Upstream Academy 1 1 10/16/2019 Single Audit Lightning Round AICPA 2 2 10/30/2019 Setting Your 2020 Vision Abdo, Eick & Meyers, LLP 6 4 11/18/2019 Developing and Executing a Personal BD Plan Upstream Academy 1 1 12/05/2019 Annual Government GAAP Update GFOA 4 4 12/11/2019 Improving your Personal BD Skill Set Upstream Academy 1 1 12/18/2019 Audit Risk Assessment and Planning Abdo, Eick & Meyers, LLP 4 4 01/06/2020 AEM 100 All Firm Dliever More Conference Abdo, Eick & Meyers. LLP 4 4 02/06/2020 Its Here! Fiduciary Acitivites Implementation Considerations AICPA 2 2 02107/2020 Implementing a Process for Dealing with Your Clients with the Worst Realization Upstream Academy 1 1 03/04/2020 Considering and Documenting Nonaudit Services under the 2018 Yellow Book AICPA 2 2 05/05/2020 2020 GAQC Annual Update Webcast AICPA 2 2 05/28/2020 AEM 100 Metro Firms Ethical Webinar Abdo, Eick & Meyers. LLP 4 4 05/28/2020 2020 State and Local Government Audit Planning Considerations AICPA 2 2 05/29/2020 Create a Path for Continual Growth Upstream Academy 1 1 06/11/2020 Encourage Expertise Upstream Academy 1 1 06/26/2020 Cultivate an Advisory Mindset Upstream Academy 1 1 06/30/2020 2020 OMB Compliance Supplement and Single Audit Update AICPA 2 2 07/27/2020 Provide Effective Constructive Feedback Upstream Academy 1 1 08/18/2020 Governmental Accounting & Auditing Update Conference 2020 AICPA 18 18 08/25/2020 CWP& - Build Business Development Skills Upstream Academy 1 1 09/09/2020 2020 Supplement and COVID-19 Single Audit Implications AICPA 2 2 10/28/2020 AEM 200 Upstream Series: Leading Remotely Abdo, Eick & Meyers. LLP 0.5 0.5 11/10/2020 LR4 - Growth Upstream Academy 1 1 12/10/2020 OMB Supplement Addendum and the Latest COVID-19 Single Audit Implications AICPA 2 2 02112/2021 Risk Assessment Deep Dive: How to Avoid Common Missteps AICPA 3.5 3.5 03/17/2021 Annual Comprehensive Financial Report Review Session BerganKDV 1 1 05/04/2021 2021 Annual Required GAQC Webcast AICPA 2 2 05/19/2021 AEM 100 Curren Issues in Business Ethics - 2021 Abdo, Eick & Meyers. LLP 4 4 Bonnie Schwieger, CPA Manager bonnie.schwieger@aemcpas.com Direct Line (952) 715.3065 Bonnie joined the Firm in 2012 after graduating from Minnesota State University, Mankato. Her work includes assisting in the audits of several municipal and school district clients, including Single Audits. Education » Bachelor of Science in Accounting, Minnesota State University, Mankato » Associate of Arts in Accounting, South Central College, Mankato » Continuing professional education as required by AICPA and Government Accountability Office Professional Memberships » Minnesota Government Finance Officers Association » Minnesota Society of Certified Public Accountants Qualifications » 9 years of experience auditing local governments and schools in Minnesota » Over 90 percent of billable time relates to governmental clients » Certified in Microsoft Excel MINNEAPOLIS, CONTINUING PROFESSIONAL FOR BONNIE Completion Course Title Date 07/11/2018 Blockchain - What Accountants Need to Know MINNESOTA EDUCATION ATTENDANCE RECORD SCHWIEGER Sponsor AccountanlsWorld Gov't Audit Technical 1 1 07/13/2018 School Import Training Abdo. Eick & Meyers. LLP 9 9 07/17/2018 Abdo Eick & Meyers Business Transformation Playbook Boomer Consulting 12.5 12.5 08/06/2018 Charter School Grant Training Abdo, Eick & Meyers, LLP 3 3 08/17/2018 OPEB Overview - Schools Abdo, Eick & Mayers, LLP 4.5 4.5 09/25/2018 The 2018 Yellow Book: What You Need to Know AICPA 2 2 10/08/2018 Mental Health in the Workplace Optum 1 1 10/1212018 The 2018 Yellow Book Revision Surgent McCoy CPE 4 4 10/2212018 Audits of Local Governments Conference MNCPA 7 1 8 11/09/2018 Capital Asset Conversion Training Abdo, Eick & Meyers, LLP 6 6 11/14/2018 Government Audit: Taxes and Assessments Section Abdo, Eick & Meyers, LLP 3 3 11/14/2018 Government Audit: Understanding Long -Term Municipal Debt Abdo, Eick & Meyers, LLP 3 3 11/27/2018 Governmental Standards Updates and Best Practices Seminar Abdo, Eick & Meyers, LLP 6 6 11/29/2018 Municipal Audit: In -charge Responsibilities and Use of SMART Practice to Generate Audit Programs Abdo, Eick & Meyers, LLP 1.5 1.5 11/30/2018 Government Audit: Analytical Review Procedures Abdo, Eick & Meyers, LLP 1.5 1.5 11/30/2018 Governmental Audit: Payroll Auditing & Risk Factors Abdo, Eick & Meyers, LLP 12 12 12/14/2018 City Council Presentation Skills Abdo, Eick & Meyers, LLP 1.5 1.5 01/03/2019 AEM All -Firm Connect More Conference Abdo, Eick & Meyers, LLP 5 5 01/21/2019 GASB 75: OPEB Testing for Cities Abdo, Eick & Meyers, LLP 3 3 02/2212019 BOOK Club Abdo, Eick & Meyers, LLP 1 1 03/25/2019 Screencasling 101 Abdo, Eick & Meyers, LLP 1 1 06/03/2019 MNCPA School District Audits Conference MNCPA 6.5 1.5 8 06/28/2019 What is your Role? When Accounting Policy Meets ICFR AICPA 2 2 07/2212019 OPEB Refresher: Schools Abdo, Eick & Meyers, LLP 3 3 09/19/2019 Risk Assessment Considerations in a SLG Financial Statement Audit AICPA 2 2 09/20/2019 Assessing and Improving your Personal BD Style Upstream Academy 1 1 09/27/2019 MNGFOA Annual Conference MNGFOA 2.4 1.5 3.9 10/21/2019 MNCPA Audits of Local Governments Conference MNCPA 5.5 1.5 1 8 11/1212019 Setting Your 2020 Vision Abdo 6 6 11/15/2019 AEM 200 Split Sheet: Developing a Beyond the Engagement Mindset Abdo, Eick & Mayers, LLP 1.5 1.5 11/18/2019 Developing and Executing a Personal BD Style Upstream Academy 1 1 12/18/2019 Audit Risk Assessment and Planning Abdo, Eick & Meyers, LLP 4 4 06/01/2020 MNCPA Audits of School Districts Conference MNCPA 1.5 1 1.5 1.5 5.5 07/16/2020 AEM 100: What the Heck is EOS? Abdo, Eick & Meyers, LLP 1 1 09/14/2020 Preparing for your First Single Audit: An Auditee Perspective AICPA 2 2 09/17/2020 AEM 200 Upstream Series: Leading Remotely Abdo, Eick & Meyers. LLP 0.5 0.5 10/01/2020 AEM 200 Upstream Series: Leading Remotely Abdo, Eick & Meyers. LLP 0.5 0.5 10/28/2020 AEM 200 Upstream Series: Leading Remotely Abdo, Eick & Meyers. LLP 0.5 0.5 11/23/2020 Diversity & Inclusion Certification Series Minnesota State University 14 14 12/16/2020 AEM 100 Introduction to the AEM Equipping Advisors Academy Abdo, Eick & Meyers, LLP 1 1 01/06/2021 AEM 100 All Firm Event - Managing 2021 Style Abdo, Eick & Meyers, LLP 1 1 01/20/2021 The Ins and Outs of Coronavirus Relief Fund (CRF) for Local Minnesota Governments MNCPA 1 1 03/11/2021 Uniform Guidance Revisions: What you need to know AICPA 2 2 05/19/2021 AEM 100 Current Issues in Business Ethics - 2021 Abdo, Eick & Meyers, LLP 4 4 06/29/2021 Advanced Topics in a Single Audit AICPA 10 10 07/19/2021 ELA Virtual Conference Session 1B Upstream Academy 3 3 Jeffery Hines, cPA Associate Jeff hines@aemcpas.com Direct Line (952) 449.6239 Jeffery joined the Firm in 2018 as an Associate after completing his Accounting and Finance degrees from Michigan Technological University. He was a government intern for AEM during the 2018 audit season. Education » Bachelor of Science in Accounting, Michigan Technological University » Bachelor of Science in Finance, Michigan Technological University » Minor in Economics » Master of Accountancy and Professional Consultancy, Villanova University » Continuing professional education Professional Memberships » Minnesota Society of Certified Public Accountants » Government Finance Officers Association Qualifications » Experience in auditing local governments and schools in Minnesota » Over 90 percent of billable time relates to governmental clients » Works extensively with Microsoft Office, as well as accounting software like Banyon and QuickBooks Completion Date 07/13/2018 :.. PROFESSIONAL EDUCATION FOR JEFF Activity Title School Import Training MINNESOTA RECORDCONTINUING ATTENDANCE HINES Sponsor Abdo, Eick & Meyers, LLP Gov't Audit 3 Technical Non -Technical Ethics Total CPE 3 08/06/2018 Charter School Grant Training Abdo, Eick & Meyers, LLP 3 3 08/17/2018 OPEB Overview - Schools Abdo, Eick & Meyers, LLP 1.5 1.5 10/03/2018 Increasing Business Acumen Abdo, Eick & Meyers, LLP 2 2 10/08/2018 Mental Health in the Workplace Optum 1 1 11/01/2018 Annual Government GAAP Update GFOA 4 4 11/01/2018 Asking Better Questions Abdo, Eick & Meyers, LLP 2 2 11/07/2018 Tax Reform Overview Abdo, Eick & Meyers, LLP 1 1 11/09/2018 Capital Asset Conversion Training Abdo, Eick & Meyers, LLP 2 2 11/14/2018 Government Audit: Taxes and Assessments Section Abdo, Eick & Meyers, LLP 3 3 11/14/2018 Government Audit: Understanding Long-Term Municipal Debt Abdo, Eick & Meyers, LLP 3 3 11/28/2018 Helping Clients Get Better Abdo, Eick & Meyers, LLP 2 2 11/29/2018 Municipal Audit: In-charge Responsibilities and Use of SMART Practice to Generate Audit Programs Abdo, Eick & Meyers, LLP 1.5 1.5 11/30/2018 Government Audit: Analytical Review Procedures Abdo, Eick & Meyers, LLP 1.5 1.5 11/30/2018 Governmental Audit: Payroll Auditing & Risk Factors Abdo, Eick & Meyers, LLP 4 4 12/03/2018 Inventory Observation Training Abdo, Eick & Meyers, LLP 0.5 0.5 12/06/2018 Governmental Standards Updates and Best Practices Seminar Abdo, Eick & Meyers, LLP 6 6 12/14/2018 City Council Presentation Skills Abdo, Eick & Meyers, LLP 1.5 1.5 01/03/2019 AEM All-Firm Connect More Conference Abdo, Eick & Meyers, LLP 5 5 01/11/2019 Government Audit XCM Process Training Abdo, Eick & Meyers, LLP 1 1 01/21/2019 GASB 75: OPEB Testing for Cities Abdo, Eick & Meyers, LLP 1 1 01/21/2019 Capital Assets Section Abdo, Eick & Meyers, LLP 3 3 01/26/2019 GASB 68 Workpaper Update Abdo, Eick & Meyers, LLP 2 2 04/12/2019 GASB 75: OPEB Workpaper for Cities Refresher Abdo, Eick & Meyers, LLP 1 1 04/19/2019 Municipal Quarterly Reporting Abdo, Eick & Meyers, LLP 3 3 04/26/2019 Municipal Advising Series 50 CPE and Municipal Budgeting Abdo, Eick & Meyers, LLP 4.5 4.5 05/03/2019 Arbitrage Reporting: Purpose. Process and People Abdo, Eick & Meyers, LLP 1.5 1.5 05/20/2019 Recent Frauds Occurring in Not-for-Profit Entities and Governments MNCPA 4 4 05/22/2019 2019 Ethics Seminar Abdo, Eick & Meyers, LLP 4 4 05/24/2019 QuickBooks Desktop 200 & 300 Abdo, Eick & Meyers, LLP 1.5 1.5 07/22/2019 OPEB Refresher: Schools Abdo, Eick & Meyers, LLP 1 1 08/23/2019 Charter School Audit: Grants Section Abdo, Eick & Meyers, LLP 3 3 10/29/2019 Government Audit: Solving Cash Differences Abdo, Eick & Meyers, LLP 2 2 11/07/2019 Setting Your 2020 Vision Abdo, Eick & Meyers, LLP 6 6 11/13/2019 AEM 200 Split Sheet: Developing a Beyond the Engagement Mindset Abdo, Eick & Meyers, LLP 1.5 1.5 12/16/2019 AEM FS Audit Preparation: Day 1 Abdo, Eick & Meyers, LLP 6 6 12/17/2019 AEM FS Audit Preparation: Day 2 Abdo, Eick & Meyers, LLP 6 6 12/18/2019 Audit Risk Assessment and Planning Abdo, Eick & Meyers, LLP 4 4 01/06/2020 AEM 100 All Firm Dliever More Conference Abdo, Eick & Meyers. LLP 4 4 05/28/2020 AEM 100 Metro Firms Ethical Webinar Abdo, Eick & Meyers. LLP 4 4 06/23/2020 AEM 200 Upstream Career Development Series: Effectively Manging Others, Sessions 1: Understandinq Your Role Abdo, Eick & Meyers, LLP 0.5 0.5 06/24/2020 Sanford's Law: A Valuable Audit Tool Business Professionals' Network. Inc. 2 06/25/2020 Understanding Your Role in Managing Others Upstream Academy 1 07/27/2020 AEM 200 Upstream Career Development Series: Effectively Managing Others Session 2: The Art of Delegation Abdo, Eick & Meyers, LLP 0.5 0.5 08/06/2020 GOV 200: Charter School Grants Training Abdo, Eick & Meyers, LLP 2 2 08/21/2020 Communicate While Managing Upstream Academy 1 1 08/21/2020 AEM 200 Upstream Career Development Series: Effectively Managing Others, Session 3: Communicate While Manaqinq Abdo, Eick & Meyers, LLP 0.5 0.5 09/28/2020 AEM 200 Upstream Career Development Series: Effectively Managing Others, Session 4: Successful Engagements Abdo, Eick & Meyers, LLP 0.5 0.5 12/14/2020 Effetive Goal Setting for Yourself and Others Upstream Academy 1 1 01/06/2021 AEM 100 All Firm Event - Managing 2021 Style Abdo, Eick & Meyers, LLP 1 1 05/19/2021 AEM 100 Current Issues in Business Ethics - 2021 Abdo, Eick & Meyers, LLP 4 4 06/02/2021 MNCPA Audits of Local Governments Conference MNCPA 3.5 3.5 1 8 Zac Benzkofer Associate zac.benzkofer@aemcpas.com Direct Line (952) 304.6806 Zac joined the firm in 2021 as an Associate after obtaining his Master's Degree from Minnesota State University, Mankato. Prior to joining AEM full-time, Zac was a government intern during the 2020 audit season. Education Bachelor of Science in Accounting, University of Kansas Master of Accounting, Minnesota State University, Mankato Continuing professional education Qualifications Experience in auditing local governments and schools in Minnesota 2 years of experience auditing local governments and schools in Kansas Over 90 percent of billable time relates to governmental clients Works extensively with Microsoft Office and accounting software like Banyon and QuickBooks Government Experience You can have confidence in our 57 years of quality auditing services and partnership in the government space. Since 1963, we've served cities just like yours. With an unwavering commitment to streamlining processes, training staff, and finding technology-based solutions, we proudly offer excellence in city auditing. Out of our 160 -strong, talented staff, over 40 team members are 100% focused on government clients, including services for over 100 cities and various municipalities. By serving cities across Minnesota, we have become experts in the nuances of how to best support your city. Our expertise affords you an audit experience that's painless. We do this by communicating up front, coming better prepared, and being available throughout the year to support you. Process Our methods are centered around incorporating technology to deliver unparalleled solutions for government organizations. In addition to our audit experience, our firm expertly performs outsourcing for governments giving us a wealth of experience in a finance director role. We don't believe in a one - size -fits -all mentality, so together we'll focus on the needs that are relevant to your city and provide the right services to meet them with a tailored audit approach. We're focused on efficiency and deliver the audit draft within 3 weeks of completing fieldwork is completed bringing you accuracy and value. Focus Through continuous training and growth opportunities, we've established an environment with a focus on serving local governments. We spend more than 100 hours training and onboarding to ensure success for our clients. We truly hope that you allow us to be your partner. Together, we'll go beyond the numbers to best support your city. Our Qualifications » GFOA and MnGFOA Association members » We speak and train on government accounting and auditing topics » Audit services for over 100 cities » We've assisted many cities in preparing for the GFOA's Certificate of Achievement for Excellence awards in financial reporting » Our clients represent top tier governments with 19 municipal clients receiving the GFOA's Certificate of Achievement for Excellence in Financial Reporting » Audit services for EDA's and HRA's Audit Approach Audit Services That Move the City of Monticello Beyond the Numbers We deliver auditing services that are more than just a compliance service. We exceed what's considered "standard audit support," placing a strong emphasis on a relationship -driven approach that facilitates a partnership with your City. We work together to ensure we have a clear understanding of your City's needs, challenges and financial information. Together with your City's team, we'll help to leverage this information to increase efficiency and effectiveness. Partnership Integral to our mission is a philosophy that we help cities reach their maximum potential through open communication and teamwork. We enjoy answering questions any time of the year, and at no cost! We also believe in: » Consistent, clear, proactive communication that offers suggestions and makes your work easier. » Returning phone calls and questions promptly. » Gathering information through dialog, not checklists. » Conducting listening calls with you outside of the engagement to understand your City, build a long- term relationship with you and learn how we can improve. People Our value comes from our experience and the education we can provide. Our professionals go beyond the required standards to make sure we have a clear understanding of your City. We work with your management team to leverage this information to increase efficiency and profitability. You can learn more about your audit team in the team section. Process While we will audit the financial statements of your City for the year ended December 31, 2021, 2022, 2023, 2024 and 2025, in accordance with the applicable regulatory standards, our process is designed to go far beyond that. Our process enables us to gain a thorough understanding of the processes, procedures, and general operations of your City. Step 1 Step 2 Step 3 Step 4 Audit Approach (continued) Client Understanding Your leadership team plays an important role in your financial reporting. We always begin our process with a face-to-face conversation to gain a thorough understanding of your City, internal controls, processes and procedures. Our experience with cities like yours allows us to develop a customized audit and communications plan. We will prepare an audit timeline detailing significant steps in the audit process from beginning to end. Audit Strategy Design Your City is unique and therefore your audit plan will be tailored to your operations and will include the relevant and appropriate standards. Your audit strategy is based on our understanding of your City. It will also encompass: » Leadership concerns and expectations » Risk Assessment » Testing » Understanding of internal controls Audit Plan Execution Our execution of your audit strategy begins with fieldwork and ends with a presentation of your draft financial statements. Your team, including partners and managers, will be present during fieldwork and we'll be in continuous communication with your staff. Fieldwork is where we document internal controls, conduct walkthroughs, and obtain audit evidence to support financial statement amounts and disclosures. Our paperless audit approach allows us to do much of the fieldwork from our office. We will discuss your preference for the amount of onsite work and agree on a mutually beneficial schedule. During fieldwork, we will discuss any potential audit adjustments with your staff to ensure we agree on the need for the audit adjustment and amount. We will also address any potential internal control deficiencies to verify our understanding and discuss potential solutions. We want to be problem solvers, not problem reporters. After reviewing the financial statements, notes and supplementary schedules, if any, we prepare a draft of the financial statements for your review and approval. We will also send a list of audit adjustments noting the reasons for each adjustment. Audit Approach (continued) Audit Completion After the previous segments mentioned are complete, we will be ready to finalize the audit. We will report the results of your audit to the City Council. We will also deliver a management letter that identifies critical financial trends and recommendations for improvement, provides required communications, and discusses changes in the environment in which your City operates. During this stage we will also complete the following procedures: » Complete subsequent events review procedures and review legal and representation letters » Complete final overall analytical review procedures » Communicate significant deficiencies and material weaknesses » Conduct an exit conference » Issue an audit opinion Additional Approach Details Analytical Procedures Analytical procedures are defined in Statement on Auditing Standards No. 56, "Analytical Procedures" as evaluations of financial information made by a study of plausible relationships around both financial and non-financial data. They are required in the planning and final review stage, but our firm encourages staff to use in substantive testing where possible. Our firm management directs the use of analytical procedures as follows: Planning The objective for analytical procedures at this stage is to direct attention to likely misstatements. We use trend analysis to meet our objective in planning. Examples of trend analysis would be a comparison to the budget for funds that adopt a budget and/or comparison to prior year. We also may consider a comparison among three to five years. Additional testing may result if the expectations established at the start of the trend analysis are not met. Substantive Testing The objective of analytical procedures at this stage is to support or refute financial statement account balances. We have found that analytical procedures are more efficient and can be more effective than tests of details. Depending on the make-up of the account, we will use trend analysis, ratio analysis and/or modeling. Final Review The objective is to review the reasonableness of financial statement account balances. We use trend analysis to meet our objectives. This trend analysis is completed on final audited amounts. Audit Approach (continued) Additional Approach Details (continued) Approach to be Taken to Gain and Document an Understanding of the Organization's Internal Control Structure Our goal in preliminary fieldwork is to gain a thorough understanding of your internal controls, processes, and procedures. The completion of these elements allows us to minimize the fieldwork required to complete the audit. Approach to be Taken in Determining Laws and Regulations Subject to Audit Test Work We are required to obtain an understanding of the possible financial statement effect of laws and regulations that have a direct and material effect on the determination of financial statement amounts. The determination of laws and regulations are addressed in the planning stage through reading available grant documentation, client inquiries, and a preliminary review of finance system accounts and search of the City Council minutes. We also have a working knowledge of the types of laws and regulations Minnesota governments operate under. Further discussion is provided in the section Firm Qualifications and Experience. In addition, we obtain further information about federal laws and regulations through the Catalog of Federal Domestic Assistance (CFDA) and the U.S. Office of Management and Budget (OMB) Compliance Supplement. Approach to be Taken in Drawing Audit Samples for Purposes of Tests of Compliance Since each program or grant agreement is different, we use a variety of statistical designs in our compliance testing. The size of the sample considers many program factors; size, maturity, complexity, level of oversight and prior audit findings. Ultimately, our professional judgment determines that a representative number of transactions have been selected. You can be confident in our judgment because only senior level (partner, president, manager, and supervisor) staff makes decisions on planned compliance testing. Identification of Anticipated Potential Audit Problems At this time, we do not anticipate any potential audit problems. If problems did arise, we carefully work with the Organization to resolve the matter. Technology �► We believe technology should enhance our service offerings, making our work less intrusive, our time with you more productive and everyone's data more secure. The use of technology in our audit services enables us to streamline our processes and helps to automate certain functions of our work so we are able to spend more time analyzing our results and working directly with you. Through the outbreak of COVID-19, our team has been able to seamlessly move to a completely remote work environment with no loss of productivity, cooperation, or communication. Since March 17, 2020, our staff has been successfully conducting remote audits using the latest video conferencing and secure file sharing technology. Through Zoom, Microsoft Teams, or whatever technology your organization may use, our team will continue to work through normal procedures, including regular meetings with you during the fieldwork phase to ensure effective collaboration with your team. We take the security of our client's data - and our own - very seriously. A number of systems are in place to ensure the safety of your organization's data. We operate in a completely remote hosted environment. This not only allows our staff to securely work from any computer, anywhere, any time, but also provides large- scale, cutting edge technology and security for your data. Your data is housed in a secure data warehouse, not on laptops or local servers which could be stolen or misplaced It also means: » All firm staff use dual authentication to ensure that every login to our remote environment is secure and authorized. » All data is saved on redundant servers so if one server fails, another immediately takes over with no data lost. » All data is backed up continually which means we always have an extra copy for safe -keeping. » All incoming emails and embedded links are scanned for viruses prior to landing in our inbox, which allows us to operate with more protection from phishing emails, malware attacks, and other digital threats. Our remote host vendor works exclusively with public accounting firms like ours and their client base includes approximately 300 firms. They maintain a Service Organization Control 2 (SOC 2) report covering their organizational controls over security, processing integrity, etc. This report is available for your review upon request. Service Timeline We prepare a timeline each year for our audits. Timelines are based on when organizations are able to complete their necessary year-end work. Please see below for an anticipated timeline that identifies what you can expect, and when. Once hired we will work with you on an exact timeline that fits your needs. This is an example of a typical timeline. Additionally, the table below outlines our proposed segmentation of the engagement. October December April May/June Client Planning & Year-end Audit Reporting Understanding Interim Fieldwork & Fieldwork Together, we mutually agree with management on a timeline to perform the audit. Date / Segment December Preliminary Fieldwork April Fieldwork April/May Report Preparation/Review May/June Exit Conference & Draft Discussion June Presentation at Council Meeting TOTAL HOURS We will select our sample and provide information requests to management. We estimate being on-site for one day. We will have our team on-site to conduct fieldwork using our outlined audit approach.. We will provide drafted materials and meet with key management, followed by a report presented to the Council. Partner Manager Accounting Staff Support Staff Total 34 4 5 24 1 18 48 116 3 185 27 3 5 15 4 1 1 - - 2 1 1 - - 2 27 60 155 8 250 Value We at AEM help our clients improve and achieve their financial goals. We heard you say that the following factors were important in our relationship: » Providing excellent communication and insights on consulting matters that fall outside the scope of your traditional accounting services » Meeting regularly throughout the year to stay on top of industry trends and work together to achieve your goals » Having great managers and partners you can reach out to if any questions come up throughout the year We will provide services that deliver on these factors that are important to you. Our fees range from $100 to $385 per hour based upon the experience and level of the individuals to be assigned to perform the audit. Fees are also based on the assumption that your City's staff will be assisting us whenever possible with audit schedules. We will provide a detailed audit plan and prepare a list of requested schedules upon proposal acceptance. We do not believe in charging for phone calls, emails, or routine communications. Instead, we encourage clients to call us for questions, advice, or just update us on what is happening in their City throughout the year. We want to be a resource for you — without any worry about whether or not the meter is running. When our communications identify additional service needs, we'll discuss these needs with you and provide an additional fee range as needed. We have not anticipated any additional hours for new audit or accounting standards. Accounting or audit standard changes may result in increased hours. A complete summary of professional fees can be found in Appendix B. What Our Clients Say Client References One of the things we enjoy most about our work is developing long-term relationships with our clients and watching their organization thrive as we help them to evolve and grow. Our clients listed below serve as a sample of references of those we partner with for their audit services. All have partner, president, manager or supervisor staffing for the fieldwork process. All below references have received the Certificate of Achievement for Excellence in Financial Reporting Award. Additional references are available upon request. City of Savage Julie Stahl 952-882-2691 Audit year 2020 — 250 Hours (includes Single Audit) Engagement partner: Brad Falteysek City of Albertville Tina Lannes 763-497-3384 Audit year 2020 — 200 Hours Engagement partner: Andrew Berg City of West St. Paul Char Stark 952-873-5553 Audit year 2020 — 270 Hours (includes Single Audit) Engagement partner: Brad Falteysek Abdo, Eick & Meyers have been valued service providers and a fantastic resource to the City of Red Wing over the past 10 years. City leadership views Abdo, Eick & Meyers not only as our auditors but as trusted and capable financial advisors and educators. They are staffed with experienced personnel who provide consistent, timely, and excellent service. They have been instrumental in improving the City's external financial reporting and assisting us in being awarded the GFOA's Certificate of Excellence in Financial Reporting. The entire team at Abdo, Eick & Meyers have been an integral part of our success at the City of Red Wing. City of Red Wing Marshall Hallock Finance Director License & Independence Licensed to Practice in Minnesota The Firm and its entire CPA staff hold licenses to practice in the state of Minnesota. All licenses are in good standing. The Firm and several partners and staff are licensed in other states and also are in good standing. The Firm's CPAs are all members in good standing with the Minnesota Society of CPAs and the AICPA. Our professional staff and membership in professional associations indicates that the services we provide to your City will be of the highest quality. Independence Our standards require that we be without bias with respect to your operations. The Firm is independent of the City as defined by auditing standards generally accepted in the United States of America. The Firm has not been engaged by the City or any of its agencies, component units or oversight units for the past five years. Because the Firm is required to follow GAO independence standards mentioned in the previous paragraph, any prior relationships would not constitute any conflicts of interest relative to performing the proposed audits. Also, the Firm shall give the City written notice of any relevant professional relationships entered into during the period of this agreement. The Firm is a member of the American Institute of Certified Public Accountants Division of Firms and has received an unmodified opinion on its Peer Review. Our Peer Review was completed in 2020 and resulted in a pass rating. A copy of this letter can be found in Appendix C. The Firm has not had any federal or state desk reviews or field reviews of its audits in the last three years. We have had no disciplinary action taken or pending against the Firm during the past three years with state regulatory bodies or professional organizations. We maintain library facilities which include current professional literature and specific information for the industries that we serve. The Firm library is also reviewed as part of the external quality review program. The Firm has in-house training programs specific to the industries we serve in order to maintain a knowledge -base relevant to our unique clients. We also perform auditing and accounting updates for our clients that are organized by our staff. These practices ensure the quality of our staff over the term of engagement. 449hq AICPA GAQC Member Why Partner with AEM AEM. Your Partner to Financial Success. We're here because our clients need solutions to their challenges --not a commodity product. Through our dedication to teamwork, development and relationships, we help our clients thrive. Our investment into People + Process makes a big difference for you and your City's future. We focus on the challenges and needs that are relevant to your City. This allows us to be thoughtful in our approach to providing you with the best solutions, and leaves you assured in the value of our deliverable. The Firm, established in 1963, has a professional staff of more than 150 in its Edina and Mankato offices. The two offices serve clients of all sizes and industries. Our services include audits, reviews and compilations, monthly accounting, tax planning and preparation, management advisory services and Human Resources outsourcing. In addition, Abdo, Eick & Meyers is recognized as one of the Top 150 firms in the United States and the 10th largest firm in Minnesota. We Listen. We Engage. We Deliver. You'll know you're in the right hands throughout the entire engagement process. And with our commitment to your unique needs, you can be sure that you'll receive great value that is worthy of your invested time. Active engagement with DFK International and domestic industry associations allows us to provide maximum value to your City. Combining our client -centric approach, our internal expertise and technological resources with what we've learned about your City allows us to deliver a solution that exceeds your expectations. Services That Move City of Monticello Beyond the Numbers i Yt�ti � KF9 �? ■�li 1L�.. y�. � '�� �_��� F t I Diversity, Equity & Inclusion At Abdo, Eick & Meyers, LLP, we recognize the need for continuous improvement in diversity, equity and inclusion initiatives throughout our firm and the accounting industry at large. We believe that when we understand each other better, we grow better together. Through our annual Affirmative Action reporting, we identify areas where improvement is needed and take steps to address these areas. Over the past year, we have increased our efforts to promote diversity, equity, and inclusion within our firm and community through implicit/unconscious bias, anti -harassment, and interview training. In 2021, our Diversity, Equity, and Inclusion Committee looks forward to implementing a full scope of ideas, projects, and initiatives to move our firm forward through learning, understanding, and improving on these issues. We have increased our number of women at the highest leadership level in recent years, with the last four additions to our partner group being female. We strive for continued growth in our ability to attract and retain women and people of color within our firm and we are working towards greater equity and diversity for all within our industry. In order to build a more inclusive work environment, the firm has implemented diversity and inclusion education and have required all employees to attend a series of monthly sessions provided by the Greater Mankato Diversity Council. A video training resource on the topic of empathy is also being developed for further employee education and awareness. Additional DEI initiatives are listed on the following page. Please let us know if you have any questions or concerns regarding our DEI activity or have additional ideas on how we can improve diversity, equity, and inclusion at Abdo, Eick & Meyers. 56.8% of our Employees are Female (industry average: 47%) 42.9% of our Management Level Employees are Female (industry average. 23%) 10.5% of our 2021 Interns were people of color [Source: AICPA 2019 Trends Report] Diversity, Equity & Inclusion —Additional Initiatives $XN4C AICPA In 2020, the firm applied to be a co-sponsor for the AICPA PCPS George Willie Ethnically Diverse Student Scholarship & Internship, which allows 10 ethnically diverse accounting students the opportunity to be awarded internships with a firm that has been selected by the AICPA as co-sponsors of the program. Earlier this year, we found out that we were one of 10 firms in the nation to be selected as a co-sponsor for 2022. As a co-sponsor, we will host an ethnic minority accounting student to work alongside our CPAs and advisors during the 2022 internship season. NASA, INC. a r/� NATIONAL ASSOCIATION OF Lfiing.UIf'eClimb BLACK ACCOUNTANTS, INC. For years, Minnesota State University, Mankato has been the primary university we recruit from for our summer program participants and interns. Recently, we met with the leaders of the newly formed National Association of Black Accountants chapter at Minnesota State University, Mankato and elected to be a sponsor for the 2021- 2022 academic year. We believe this partnership is a starting point towards increasing the diversity of our future summer program participants and interns. .Pirnnsr m3w;a E'cato WOMEN'S LEADERSHIP CONFERENCE We are committed to the continued support and advancement of women in our firm and in our communities and one of the ways we do this is through partnership with YWCA Mankato, an organization that is continually empowering women in our communities to enhance their individual strengths and build leadership skills. In 2020, we were proud to be a sponsor of the Elizabeth Kearney Women's Leadership Program and we continue to be an annual attendee of the Women's Leadership Conference — which was held virtually last year with great success! �N INsp� W I �96 4SH1 P & In 2021, we celebrated International Women's Day with the Edina Chamber of Commerce as the sponsor of the Healing & Moving Forward Together webinar - part of their Women Inspiring Leadership & Learning (W.I.L.L.) series. Attendees heard from Jasmine Stringer - speaker, lifestyle expert, and author - as she guided us through how to communicate, be a better ally, and become connected, informed and engaged in support of our colleagues of color within the workplace and the community. Value Added Services When you partner with AEM, you get access to our entire catalog of services. Below is a selection of the services that we believe could be of great value to your City. If you have need of these services, please reach out to us so we can help! Our additional service offerings can be found at www.aemcpas.com. HR & Payroll Services We help employers better support their most valuable resource... their people. Having clear and consistent HR practices that best suit the individuality of your bank is key, even more so in today's tight employment environment. And because the right policies are just as important, we lend our HR expertise to help you strategically plan for your future. We help organizations with: » Employee management and development » Regulatory compliance » Benefits analysis and administration, including the Affordable Care Act (ACA) and workers' compensation » HR/Payroll software implementation and management » Advisory services such as specialized labor cost analysis, compensation studies, and HR process development and implementation Technology & Data Solutions Empowering you with advanced data analytics & insights. Data is one of your City's most powerful assets. Using it to your advantage, however, can be a challenge. Our Technology and Data Solutions are designed to give you the information you need—how, when, and where you need it. Our consultants leverage a powerful mix of technology and tools to support you with the data analytics and insights you need. From creating user-friendly dashboards and reports to managing software implementations, we deliver solutions that work for you. We help organizations with: » Strategic data analytics » Software solutions: evaluation, selection & implementation » Financial reporting solutions » Automation solutions Value Added Services (continued) Financial Management As a provider of financial management services for local governments and nonprofit agencies, AEM Financial Solutions, LLC has helped hundreds of organizations throughout Minnesota operate more efficiently. Are you stretched too thin to focus on the long-term plan? We partner with you to develop strategies and improve existing processes. We draw upon our specialized expertise and technical know-how to deliver creative — and customized — solutions for operating within a tough economic climate. We evaluate your finance department's processes and procedures and identify areas to improve upon while uncovering potential cost -savings. We partner with you to enhance your City's outcomes and make certain you have the financial information you need to make data -driven decisions. Our financial management and consulting services include: » Budget Development » Capital Improvement Planning » Cash Flow Analysis » Cost Containment Processes » Debt Management Planning and Analysis » ERP System Consulting » Financial Management Plans » Financial Reporting and Analysis » Fleet: Operations and Replacement Rate Development and Analysis » Interim Accounting and Financial Services » Internal Control Evaluation » Long-term Strategic Planning » Payroll Processing » Policy Development » Process Flow Evaluation » Project Management » Quarterly and Monthly Reporting to Management » Reconciliations » Software Implementation » Utility Rate Study » Year-end Audit Preparation and Financial Statement Preparation Appendix A Proposer Guarantees & Warranties Proposer warrants that it is willing and able to comply with State of Minnesota Laws with respect to foreign (non -State of Minnesota) corporations. 2. Proposer warrants that it is willing and able to obtain an "errors and omissions" insurance policy providing a prudent amount of coverage for the willful or negligent acts, or omissions of any officers, employees or agents thereof. 3. Proposer warrants that it will not delegate or subcontract its responsibilities under an agreement without the prior written permission of the City of Monticello, located in Monticello, Minnesota 4. The proposer certifies that it can and will provide and make available at a minimum, all services set forth in Section II, Nature of Services Required. 5. Proposer warrants that all information provided in this proposal is true and accurate. Signature of Official L/ Name (typed) Brad Falteysek, CPA Title Partner Firm Abdo, Eick & Meyers, LLP Date August 13, 2021 Appendix B Single Audit (per major program) For the Year Ending December 31, 2022 2023 2024 2025 Hours Average Rate Total 24 $ 175 $ 4,200 Financial Statement Audit Single Audit Cost, if required Total all-inclusive maximum price (per major program) $ 33,746 Hours Standard Hourly Quoted Hourly Total $ 4,400 $ 36,300 Rates Rates $ 4,640 Partners 27 $ 385 $ 198 $ 5,346 Manager(s) 60 225 150 9,000 Staff 155 175 120 18,600 Other (Support Staff) 8 100 100 800 Subtotal — City Audit 250 $ 33,746 Single Audit (per major program) For the Year Ending December 31, 2022 2023 2024 2025 Hours Average Rate Total 24 $ 175 $ 4,200 Financial Statement Audit Single Audit Cost, if required Total all-inclusive maximum price (per major program) $ 33,746 $ 4,200 $ 34,500 $ 4,300 $ 35,400 $ 4,400 $ 36,300 $ 4,525 $ 37,200 $ 4,640 Total $ 177,146 $ 22,065 Appendix C BradyMartz REPORT ON THE FIRM'S SYSTEM OF QUALITY CONTROL November 10, 2020 To the Partners of Abdo, Eick and Meyers, LLP and the Peer Review Committee of the Nevada Society of Certified Public Accountants We have reviewed the system of quality control for the accounting and auditing practice of Abdo, Eick and Meyers, LLP (the firm) in effect for the year ended May 31, 2020. Our peer review was conducted in accordance with the Standards for Performing and Reporting on Peer Reviews established by the Peer Review Board of the American Institute of Certified Public Accountants (Standards). A summary of the nature, objectives, scope, limitations of, and the procedures performed in a System Review as described in the Standards may be found at www.aicpa.org/prsummary. The summary also includes an explanation of how engagements identified as not performed or reported in conformity with applicable professional standards, if any, are evaluated by a peer reviewer to determine a peer review rating. Firm's Responsibility The firm is responsible for designing a system of quality control and complying with it to provide the firm with reasonable assurance of performing and reporting in conformity with applicable professional standards in all material respects. The firm is also responsible for evaluating actions to promptly remediate engagements deemed as not performed or reported in conformity with professional standards, when appropriate, and for remediating weaknesses in its system of quality control, if any. Peer Reviewer's Responsibility Our responsibility is to express an opinion on the design of the system of quality control and the firm's compliance therewith based on our review. Required Selections and Considerations Engagements selected for review included engagements performed under Government Auditing Standards, including a compliance audit under the Single Audit Act; audits of employee benefit plans, and an audit performed under FDICIA. Make Every Day Count I www.bradymartz.com As a part of our peer review, we considered reviews by regulatory entities as communicated by the firm, if applicable, in determining the nature and extent of our procedures. Opinion In our opinion, the system of quality control for the accounting and auditing practice of Abdo, Eick and Meyers, LLP in effect for the year ended May 31, 2020, has been suitably designed and complied with to provide the firm with reasonable assurance of performing and reporting in conformity with applicable professional standards in all material respects. Firms can receive a rating of pass, pass with deficiency(ies) or fail. Abdo, Eick and Meyers, LLP has received a peer review rating of pass. -��744 AZ r Brady Martz and Associates, P.C. Make Every Day Count I www.bradymartz.com City Council Agenda: 09/13/2021 2H. Consideration of approving an accounts receivable policy. Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 09/13/2021 ® Consent Agenda Item Reviewed by: Approved by: Senior Accountant City Administrator ACTION REQUESTED Motion to approve the proposed accounts receivable policy. PRIOR COUNCIL ACTION June 24, 2019: Consideration to approve an accounts receivable write-off policy. REFERENCE AND BACKGROUND The City's main revenue source is property taxes, but a portion of the City's revenue comes from charges for services, such as fire calls and blight cleanup costs. These charges are established by City Council through the fee schedule and are billed through the accounts receivable process. The current accounts receivable procedures are informal, and staff feels a defined will ensure the cost (time) spent on the process does not exceed the revenue collected. In 2019, Council approved an accounts receivable write-off policy; the proposed policy expands the scope to define expectations for the department initiating a billing and expectations for finance staff in processing the billing. Finance staff created a form, much like the accounts payable voucher, to collect the necessary information to bill for a charge if no other standard form from the initiating department exists. I. Budget Impact: Minimal. H. Staff Workload Impact: Staff expects to streamline accounts receivable billing with this policy. While there may be a slightly more work at the beginning of the process to ensure all detail is provided, establishing a formal policy will reduce time spent researching information later and eliminate most back -and -forth communication between the initiating department and the finance department. STAFF RECOMMENDED ACTION City staff recommends approving an accounts receivable policy. SUPPORTING DATA • Draft accounts receivable policy CITY OF City Policy and Mont 1eflo Procedure SECTION: FINANCE NO: FIN - REFERENCE: Date: September 13, 2021 Next Review Date: TITLE: ACCOUNTS RECEIVABLE POLICY 1.0 Purpose This policy sets citywide guidelines for the management of accounts receivable and collection of city revenues to ensure that reasonable diligence is used to collect accounts receivable and to provide for efficiency in the City's revenue collection process. 2.0 Policy It is the intent of the City of Monticello to reflect the accurate value of its accounts receivable. All accounts receivable should be entered into the city's financial software system to allow for an aging analysis. An exception is made for when payment is received for a non -city -generated charge (e.g. donations) and the payor requests an invoice for their records. In such instances, a manual invoice may be generated. Outstanding accounts receivable are reviewed on a monthly basis. Efforts will be made for the timely collection of all accounts receivable in the manner stated in this policy. 3.0 Scope This policy applies to all City departments and funds except as noted above. 4.0 Billing Process • When goods and/or services are provided to customers before receipt of payment, such goods and/or services will be invoiced, and an accounts receivable charge established. • The department responsible for the activity which provided the good or service ("the initiating department") will supply the supporting documentation to the finance department within 10 business days of the billable occurrence or within 10 business days of the end of month for items that are billed as much (e.g. animal control charges). This documentation must include the following to be invoiced: i. Customer name and address ii. Date or period goods and or/services were provided iii. Description of the goods and or/services provided; and iv. Amount owed. • The finance department will process an accounts receivable billing at least once a month. • Unless directed by City Ordinance or other agreements, rules and regulations, invoices will become past due 30 days after being generated. Interest charges will be assessed the first business day on or after 30 days per the rate on the Fee Schedule. • The process of tracking and managing receivables shall be administered by the finance department. • The invoice must include the following information: v. Customer name and account number vi. Invoice date vii. Date or period goods and or/services were provided viii. Description of the goods and or/services provided ix. The billing due date x. The net amount due along with the payment terms xi. Remittance stub with payment address and instructions xii. Contact and phone number for questions xiii. Any pertinent information as required by the billing department's policy/ordinance; and xiv. Contract and reference number, if applicable. • Finance will generate an aging report on a monthly basis for the purposes of internal monitoring of receivable balances. • The Finance Director has the authority to waive the interest charge provided the original outstanding charges are paid or to resolve a customer's dispute. • The Finance Department follows an established collection process which includes customer statements, certification of charges (special assessment on tax statement) if the customer is a resident, and 3rd party collection agencies. • The Finance Director or City Attorney may exempt a past due invoice from referral to collection when there are ongoing negotiations to resolve the debt. Invoices issued to Cities, the State, other political subdivisions, or government entities may be exempt from referral to a collection agency. • Accounts determined to be uncollectible will be processed according to the write off section as outlined further in this document. 5.0 Billing Adjustments When a customer has been overcharged or undercharged as a result of incorrect data or due to incorrect information provided to the Finance Staff, the Finance Director has the authority to create a correcting billing adjustment. 5.0 Write -Off • Accounts receivable balances under $1,000 deemed to be uncollectible can be written off, by discretion of the Finance Director, under the following circumstances: i. The account remains unpaid one year after submission to a collection agency; ii. The debtor is discharged through legal action, such as bankruptcy court; iii. The debtor cannot be located, has died, or is no longer in business, iv. The debt is disputed and the city has insufficient documentation to pursue collection efforts; or v. The cost of further collection efforts will exceed the estimated recovery amount. A write-off of uncollectible accounts receivable from the city's accounting records does not constitute forgiveness of the debt or gift of public funds. In January of each year, the Finance Director will provide the Council with a list of accounts written off in the prior year. REFERENCE TO RELATED POLICIES HISTORY Approval Date: September 13, 2021 Approved by: City Council Amendment Date: Approved by: Amendment Date: Approved by: City Council Agenda: 09/13/2021 21. Consideration of amending Resolution 2021-64 for vacation of a portion of Cedar Street, Dundas Road and Marvin Road right of way as legally described for the proposed Kampschroer Addition to include Exhibit Z Conditions. Petitioner: Sherrie Danner Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 09/13/2021 X Consent Agenda Item Reviewed by: Approved by: City Clerk City Administrator ACTION REQUESTED Motion to adopt amended Resolution 2021-64 for vacation of a portion of Cedar Street, Dundas Road and Marvin Road right of way as legally described for the proposed Kampschroer Addition, subject to final review and comment of the City Attorney and subject to the conditions listed within the Resolution. PREVIOUS ACTION July 26, 2021: Council accepted a petition calling for a public hearing for a portion of Marvin Road and Dundas Road. August 9, 2021: Council accepted a petition adding a small portion of Cedar Street adjacent to the proposed plat not included in the prior consideration. August 23, 2021: City Council held a public hearing on the vacation petition. The Council acted to adopt a resolution approving the petitioned vacation, subject to the review of the City Attorney. Although an Exhibit Z conditions listing was included in the staff report, the conditions were not listed within the resolution. August 23, 2021: City Council also acted to approve a quit claim deed conveying the vacated rights of way as legally described for the proposed Kampshroer plat. REFERENCE AND BACKGROUND The requested action is a corrective amendment. The resolution adopted did not include the conditions listed within the staff report's Exhibit Z for the vacation and quit claim deed consideration. For records and process purposes, the Exhibit Z conditions should be listed within the resolution. City Council Agenda: 09/13/2021 Budget Impact: None. The application fee and deposit cover the costs for publication, mailing and review. II. Staff Workload Impact: Workload impact is expected at approximately 10-15 hours for review and recommendation on the vacation requests. Review by the City Attorney will be required. III. Comprehensive Plan Impact: The Monticello 2040 Plan specifically cites the Highway 24 Corridor as an "Opportunity Area" for redevelopment and reinvestment. The redevelopment of this existing nonconforming use and site is in direct support of this comprehensive plan goal. STAFF RECOMMENDED ACTION City staff recommends adoption of the amended resolution. The conditions of are an important basis for the approval of the vacation and should therefore be included within the official record of action and resolution. SUPPORTING DATA A. Resolution 2021-64 (Amended) B. Vacation Exhibit and Legal Description Exhibit Z Vacation of a portion of Marvin Road, Cedar Street and Dundas Road 1. The applicant/petitioners will be responsible for coordinating any required private utility information and communicating this information to the city. 2. The proposed vacations as legally described and quit claim deed are subject to the review and comment of the City Attorney. 3. The proposed vacations are contingent upon the re-establishment of drainage and utility easements per the City Engineer's office. 4. The proposed vacations are contingent on approval and recording of the proposed final plat of Kampschroer Addition. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-64 RESOLUTION VACATING A PORTION OF RIGHT OF WAYS ON MARVIN ROAD, DUNDAS ROAD, AND CEDAR STREET WHEREAS, pursuant to Minnesota States Section 4152.851, after two (2) weeks' published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affect by the proposed vacation; and WHEREAS, a public hearing on the vacation of portion of right of ways over the following described property was held on August 23rd, at 6:30 p.m. at the Monticello City Hall: Legal Description: THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA, WHICH LIES WESTERLY OF A LINE 50 FEET WESTERLY AND PARALLEL WITH THE CENTERLINE OF CEDAR STREET AS DESCRIBED PER MINNESOTA DEPARTMENT OF TRANSPORTATION ALIGNMENT LAYOUT & TABULATION S.A.P. 222-103-02, S.A.P. 222-110-03 (WESTERLY LINE OF "NEW" CEDAR STREET); SOUTHERLY OF THE SOUTH LINE AND THE SOUTHEASTERLY EXTENSION OF THE SOUTHWESTERLY LINE OF LOT 5, BLOCK 1, COMMERCIAL PLAZA 25; NORTHERLY OF A LINE 40 FEET NORTHERLY AND PARALLEL WITH THE CENTERLINE OF DUNDAS ROAD AS DESCRIBED PER MINNESOTA DEPARTMENT OF TRANSPORTATION ALIGNMENT LAY & TABULATION S.A.P. 222-103-02, S.A.P. 222-110-03 (NORTHERLY LINE OF "NEW" DUNDAS ROAD); AND EASTERLY OF MN TRUNK HIGHWAY NO. 25 RIGHT OF WAY AS CURRENTLY MONUMENTED. WHEREAS, the intent of the vacation is to release the public interest in property to be included within the Kampschroer Plat. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELL0, MINNESOTA: that the above portion of right of ways for Marvin Road, Dundas Road and Cedar Street are vacated, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The applicant/petitioners will be responsible for coordinating any required private utility information and communicating this information to the city. 2. The proposed vacations as legally described and quit claim deed are subject to the review and comment of the City Attorney. 3. The proposed vacations are contingent upon the re-establishment of drainage and utility easements per the City Engineer's office. 4. The proposed vacations are contingent on approval and recording of the proposed final plat of Kampschroer Addition. ADOPTED BY the Monticello City Council this 13th day of September, 2021. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk CERTIFICATION STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of a resolution duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on September 13, 2021, and recorded in minutes of said meeting. Jennifer Schreiber, City Clerk Notary Public: Date: (STAMP) THIS DESCRIPTION IS INTENDED TO BE USED TO VACATE PORTIONS OF CEDAR STREET, DUNDAS ROAD, AND MARVIN ROAD WITHIN THE BELOW DESCRIBED PROPERTY. THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA, WHICH LIES WESTERLY OF A LINE 50 FEET WESTERLY AND PARALLEL WITH THE CENTERLINE OF CEDAR STREET AS DESCRIBED PER MINNESOTA DEPARTMENT OF TRANSPORTATION ALIGNMENT LAYOUT & TABULATION S.A.P. 222-103-02, S.A.P. 222-110-03 (WESTERLY LINE OF "NEW" CEDAR STREET); SOUTHERLY OF THE SOUTH LINE AND THE SOUTHEASTERLY EXTENSION OF THE SOUTHWESTERLY LINE OF LOT 5, BLOCK 1, COMMERCIAL PLAZA 25; NORTHERLY OF A LINE 40 FEET NORTHERLY AND PARALLEL WITH THE CENTERLINE OF DUNDAS ROAD AS DESCRIBED PER MINNESOTA DEPARTMENT OF TRANSPORTATION ALIGNMENT LAY & TABULATION S.A.P. 222-103-02, S.A.P. 222-110-03 (NORTHERLY LINE OF "NEW" DUNDAS ROAD); AND EASTERLY OF MN TRUNK HIGHWAY NO. 25 RIGHT OF WAY AS CURRENTLY MONUMENTED. I HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. KALEB J. KADELBACH (LIC. NO. 57070) 8/17/2021 DATE.' Al Q� O �Q J� Q N STORE l FLOW= 957.24 INV.= 928.94 Z � o FOR VACATION OF PORTIONS OF MARVI N ROAD, CEDAR STREET AND DUNDAS ROAD / O Q / no��AT Ohl QF STORM MANHOLE !� / RIM= 960.61 S0 INV. = N/A l �j� G>y s BU�LpIN� M�PL R� SNE STO 1 Oy ��oT6 SSRI J s \�A O sroRM INLET 22�C• FLOW= STORM INIE INV.= 954.11 Q CN FLOW= 958.01 INV.= 940.51 POINT OF COMMENCEMENT p (PARC L D) \\ oM- PARCE GRPJ�� (V V� O 'ry p \ O �O° olb Ory \ �., 0M of ry ^� '� \\ D Ss), \ 4 \ a A�7 VO \ a --\ 4 z �cn\/cZ�� rr`` \ No m w Ri °m Octs \m mo\m I \M C> - O cQ�v w w \, M \ / O�Q / v II ^ 21 wOcO\� N o g, ars J Cbo^N co \ G m \ , O 00 / cj oo,h'�h PARCEL D \ / A\ / ti Q� S STORMv NET FLOW= 957.23 POB (PARCEL D) INV.= 952.63 Z Z Nw 6,�01,� I POIN OF BEGINNING THIRD / JP, ILAZ L ,h� / / PO Off' V V LINE 'POI ARCEL B z No o h� ry Z°/ 60 ^V/ / / P O 0� �� p V A» wN o :?—e? Cp' ti' ry Q� O (NaT nO'V SOUTHERLY RIGHT OF WAY OF DUNDAS ROAD AS DESCRIBED S TORM INLET TO F � ��Tfo�-N"6 cy ep 4--Cy�90 4s327v / I I PER PARCEL D FLOW= 95738 lNv.- s5o.42 �S 1 0 , ��� A ,+ _ 710 d > R� On Dc ++� POIN I DESC OF BEGINNING, ED LINE INP, SECOND (PARCEL B) to STORY O MANHOLE J A\ RIM= 95777 \ y INV.= N/A O CONCRETE A 959.38 R/,qe V INV.- 950,74 I LF �ijoTy STORM INS � FLOW= 957.49/? INV.= 953.74 /�(/e C �O =4119 318 44 N yT a-24 37.0 oll 0/4- — z - I A LINE 40.00 NORTHERLY OF "LINE A" O O POINT OF BEGINNING (LINE A, PARCEL B) I I � RECORD DESCRIPTION Parcel A: Lot "D" of the Northwest Quarter, Section 14, Township 121, Range 25, Wright County, Minnesota, except therefrom a tract conveyed to State of Minnesota in Book 210 of Deeds, page 256, legally described to wit: All that part of the following described tract: That part of the Northwest Quarter of Section 14, Township 121 North, Range 25 West, described as follows: Beginning in the middle of the Buffalo and Monticello County Road, 26.84 chains southwesterly by the course of the road, from section line between Sections 11 and 14 said Township and Range; thence along middle of said road, South 29 degrees West, 3.95 chains, more or less, to the intersection of this line and the middle of Marvin Road; thence along middle of said road, North 14 14 degrees West 5.79 chains; thence South 85 degrees East parallel to the North line of the piece of land from which this is taken, 2.77 chains, more or less to the beginning (designated Lot D of the Northwest Quarter of said Section 14); which lies Northwesterly of a line run parallel with and distant 75 feet southeasterly of the following described line: Beginning at a point on the North line of the Northeast Quarter of the Northwest Quarter of said Section 14, distant 62.3 feet East of the Northwest corner thereof, thence run southwesterly at on angle of 71 degrees 09 minutes 30 seconds with said North line for 1700 feet and there terminating. Parcel B: That part of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, which lies Southeasterly of a line drawn parallel with and distant 33.00 feet Southeasterly of the Southwesterly extension of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, according to said plat on file and of record in the office of the County Recorder, Wright County, Minnesota. And which lies Northerly of a line drawn parallel with and distant 40.00 feet Northerly of the following described line: Commencing at the Northeast corner of said South Half of said Northwest Quarter, thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along the North line of said South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with the East line of said South Half of the Northwest Quarter, a distance of 584.77 feet, to its intersection with a line drawn parallel with and distant 584.69 feet South of said North line; thence South 89 degrees 00 minutes 47 seconds West, a distance of 428.09 feet, to the point of beginning of said line to be hereinafter referred to as "Line A"; thence Westerly, a distance of 318.44 feet; along a tangential curve concave to the North, having a radius of 750.00 feet and a central angle of 24 degrees 19 minutes 37 seconds, and said "Line A" there terminating. And also, which lies Westerly of a line drawn parallel with and distant 33.00 feet Westerly of the following described line: Commencing at said Northeast corner of the South Half of the Northwest Quarter, thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along said North line of the South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with said East line of the South Half of the Northwest Quarter, a distance of 924.00 feet; thence South 89 degrees 00 minutes 47 seconds West, parallel with said North line of the South Half of the Northwest Quarter, a distance of 567.42 feet; thence Northerly a distance of 345.84 feet, along a non—tangential curve concave to the West, having a radius of 1150.00 feet and a central angle of 17 degrees 13 minutes 50 seconds, the chord of said curve bears North 08 degrees 58 minutes 18 seconds East; thence North 00 degrees 21 minutes 27 seconds East, tangent to last described curve, a distance of 30.60 feet, to the point of beginning of said line to be hereinafter described; thence Northerly, a distance of 64.55 feet, along a tangential curve concave to the East, having a radius of 985.00 feet, and a central angle of 03 degrees 45 minutes 18 seconds, to a point to be hereinafter referred to as "Point A"; thence continuing Northerly, a distance of 401.23 feet, along said 985.00 feet radius curve, with a central angle of 23 degrees 20 minutes 20 seconds, to its intersection with a line drawn parallel with and distant 33 feet Southeasterly of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, and said line there terminating. And also, which lies Northwesterly of the following described line: Beginning at said above reference "Point A"; thence South 50 degrees 27 minutes 45 seconds West, a distance of 72.87 feet, to its intersection with a line drawn parallel with and distant 40 feet Northerly of said above reference "Line A" and said line there terminating, including vacated Cedar Street, as set forth in Document No. 1103715. Parcel C: That part of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota described as follows: A strip of land 33 feet in width over that part of the Southwest Quarter of the Northwest Quarter, the Northwesterly line of said strip of land is contiguous with the Southwesterly extension of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, according to the plat on file and of record in the office of the County Recorder, Wright County, Minnesota. Said strip land is to extend by its full width from the Southeasterly extension of the South line of said Lot 5, to a line drawn parallel with and distant 40 feet Northerly of the following described line: Commencing at the Northeast corner of said South Half of said Northwest Quarter, thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along the North line of said South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with the East line of said South Half of the Northwest Quarter, a distance of 584.77 feet, to its intersection with a line drawn parallel with and distant 584.69 feet South of said North line; thence South 89 degrees 00 minutes 47 seconds West, a distance of 428.09 feet, to the point of beginning of said line to be hereinafter described; thence Westerly, a distance of 318.44 feet; along a tangential curve concave to the North, having a radius of 750.00 feet and a central angle of 24 degrees 19 minutes 37 seconds, and said line there terminating. Except that part of the above described strip, which lies Easterly of a line drawn parallel with and distant 33.00 feet Westerly of the following described line: Commencing at said Northeast corner of the South Half of the Northwest Quarter, thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along said North line of the South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with said East line of the South Half of the Northwest Quarter, a distance of 924.00 feet; thence South 89 degrees 00 minutes 47 seconds West, parallel with said North line of the South Half of the Northwest Quarter, a distance of 567.42 feet; thence Northerly a distance of 345.84 feet, along a non—tangential curve concave to the West, having a radius of 1150.00 feet and a central angle of 17 degrees 13 minutes 50 seconds, the chord of said curve bears North 08 degrees 58 minutes 18 seconds East; thence North 00 degrees 21 minutes 27 seconds East, tangent to last described curve, a distance of 30.60 feet, to the point of beginning of said line to be hereinafter described; thence Northerly, a distance of 465.78 feet, along a tangential curve concave to the East, having a radius of 985.00 feet and a central angle of 27 degrees 05 minutes 38 seconds, to its intersection with a line drawn parallel with and distant 33.00 feet Southeasterly of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, and said line there terminating, including vacated Cedar Street, as set forth in Document No. 1103715. Parcel D: That part of Lot A, of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows; Commencing at the most Southerly corner of Lot 5, Block 1, Commercial Plaza 25, according to said plat on file and of record in the office of the County Recorder, Wright County, thence South 29 degrees 00 minutes 00 seconds West assumed bearing along the Westerly right of way line of Cedar Street, a distance of 263.65 feet to the Southwesterly right of way line of Marvin Road, the point of beginning of the land to be described; thence continuing South 29 degrees 00 minutes 00 seconds West along said Westerly right of way line a distance of 60.32 feet to the Southerly right of way line of Dundas Road; thence North 51 degrees 01 minutes 32 seconds West along said Southerly right of way line, a distance of 51.73 feet; thence North 22 degrees 31 minutes 00 seconds West, a distance of 38.62 feet to the Southeasterly right of way line of Minnesota State Highway No. 25; thence North 20 degrees 06 minutes 07 seconds East along said Southeasterly right of way line a distance of 170.60 feet to said Southwesterly right of way line of Marvin Road; thence South 11 degrees 56 minutes 01 seconds East along said Southwesterly right of way line a distance of 163.40 feet to the point of beginning. Parcel E. That part of Lot A, of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows: Commencing at the most Southerly corner of Lot 5, Block 1, Commercial Plaza 25, according to said plat on file and of record in said office of the County Recorder, thence South 29 degrees 00 minutes 00 seconds West assumed bearing along the Westerly right of way line of Cedar Street, a distance of 213.30 feet to the centerline of Marvin Road, the point of beginning of the land to be described; thence continuing South 29 degrees 00 minutes 00 seconds West along said Westerly right of way line a distance of 50.35 feet to the Southwesterly right of way line of Marvin Road; thence North 11 degrees 56 minutes 01 seconds West along said Southwesterly right of way line a distance of 163.40 feet to the Southeasterly right of way line of Minnesota State Highway No. 25; thence North 20 degrees 06 minutes 07 seconds East, along said Southeasterly right of way line, a distance of 62.20 feet to said centerline of Marvin Road; thence South 11 degrees 56 minutes 01 seconds East, along said centerline, a distance of 178.08 feet to the point of beginning. Abstract Property THE LANDS SURVEYED, SHOWN AND DESCRIBED HEREON ARE THE SAME LANDS AS DESCRIBED IN THE TITLE COMMITMENT PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 20210548, DATED MAY 25, 2021. SHEET 1 OF 1 LnL IE V � N S v City Council Agenda: 09/13/2021 2J. Consideration of authorizing the purchase of a 2021 Towmaster T16 Deckover trailer from RDO Equipment Co. of Dayton, MN for $13,001.20 Prepared by: Meeting Date: ❑ Regular Agenda Item Street Superintendent 09/13/2021 ® Consent Agenda Item Reviewed by: Approved by: PW Director/City Engineer, Finance City Administrator Director ACTION REQUESTED Motion to authorize the purchase of a 2021 Towmaster T16 Deckover trailer for $13,001.20 per the state contract purchasing agreement. REFERENCE AND BACKGROUND City Council is asked to authorize the purchase of a 2021 Towmaster T16 Deckover trailer for $13,001.20 per the state contract purchasing agreement. The 2021 Towmaster T16 Deckover trailer has a capacity 16,000 lbs. and will be used primarily for transporting heavier equipment and palleted material safely across the city to various work sites and storage areas. The deckover style will also allow for better fork-lift accessibility. The 2021 Towmaster T16 deckover trailer will be an addition to the fleet. Budget Impact: Staff initially intended to purchase the trailer through the small tools & equipment line item in the Street Department budget of the General Fund. While the funding is available there, this item is above the $10,000 threshold for capitalizing equipment. As a result, it is more appropriate to purchase through the Central Equipment Fund. Therefore, a transfer from the Street Department to the Central Equipment Fund will be made to cover the cost of this expenditure. II. Staff Workload Impact: Improve efficiencies by allowing equipment and materials to be loaded and transported more easily. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval to purchase a 2021 Towmaster T16 Deckover trailer for $13,001.20 per the state contract purchasing agreement. SUPPORTING DATA • Quotes CITY OF MON'TICELLO VERBAL/WRITTEN QUOTE SUMMARY SHEET Minimum 2 verbal or written quotes required for items/services costing at least $1,000 but less than $2,500. Minimum 3 written quotes required for items/services costing at least $2,500 but less than $10,000. No Quotes are required for items purchased through state cooperative purchasing venture. Use this form to summarize quotes received and to select vendor for award. Name: CICh k Dept: k�C- Phone: l% 5 --k i `_ ,3i77 Signature of Person obtaining Quotes: _ 11fL5L-f�L—,L��6�`�F item/ Service Requested: 1.0WWV^"4re.r -T- q,.. C 6\rtr1 Note: If you are unable to obtain required number of quotes, provide an explanation below in notes/comments. # Date Vendor Name I Contact Person Phone Number Total $ Amount Quoted Zit kk - CCA- bxt caf b -fS fa q s0'7N 413,15 I. So 2 mcx�e r - '�wrnrS�e�' AS kc lug 6 i a aye -, I i'kcv�roe. 3 la ak Cad �� Slno eA r 4 5 Selected Vendor: 1 G � D J' `vv-e-'\�-• (If you are selecting other than low quote, you are required to provide written justification as to why low quote was not selected in the notes/comments section): Notes/comments: Approval Acknowledgement: Date: Attach this form and written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10/27/2015 TC -16 ZSP (ZIEGLER STANDARD PACKAGE) Gross Vehicle Weight Rating - 21,960 lbs 20' Deck Length 3" Pintle Ring (2) 6' Cleated Style Ramps w/ Two Way Spring Assist (10) "D"rings- (5) Per side evenly spaced on each side of the Main Deck Lockable Storage Tray Lid DOT Inspection SELL PRICE PER UNIT / FOB ZIEGLER: $13,100.00 FET (Federal Excise Tax): NA SELL PRICE w/ FET: $13,100.00 TRADE VALUE: $0.00 MINNESOTA MOTOR VEHICLE TAX @ 6.5%: $851.50 TOTAL DUE (Includes Freight to nearest Ziegler location & DOT Inspection!): $13,951.50 IMPORTANT! PRICING DOES NOT INCLUDE! License Fees, Registration Fees, Title Transfer Fees, Transit Excise Tax, Sales Tax, Federal, State or Local Taxes unless noted! Signing this document signifies you are agreeing to the build specifications of said trainer represented in this quote. This document is NOT a Purchase Agreement and does NOT constitute a sale. Respectfully Submitted, Dave Carothers Ziegler. Inc. Purchaser: 11-4- n Mach wr Reference No. QT 67716 QUOTATION Ship To: Cust: it Phone: Bill To: Phone: CITY OF MONTICELLO MONROE TOWMASTER (SOURCEWELL) 505 WALNUT ST STE 1 CONTRACT# 121918-MNR 61381 US HWY 12 MONTICELLO MN 55362 USA LITCHFIELD MN 55355 USA ATTN: AJ K Build Instructions City of Monticello 505 Walnut St Ste 1 Discounts: 16.00% .00% .00% Monticello, MN 55362-8831 Qty Feature Description List 1 Base Model - T-16 $15,180.00 20 Deck Length - In Feet 20 Decking Type - 211 Nominal Oak 1 Width - 102" Overall 1 Beavertail - 5' Cleated Style 2 Axles - 8K SPRING EZ LUSE 2 Brakes - Electric 4 Wheels - Steel Wheels 4 Tires - 215/75Rx17.5(H) 1 Jack - 12K Drop Leg 1 Lights - LED 1 Plug - 7 Pole RV 1 Hitch/Neck - 311 Pintle Ring 2 Ramps - 5' Cleated Style 1 Ramps - 2 WAY Spring -Assist Ramps $X45.00 *--- Continued --- NOTE: If changes are made to an order after a P.O. has FET required on all trailers with a GVWR OF 26,000 lbs or more. been issued, a fee may be assessed and a revised or new P.O. MUST BE submitted to reflect changes. Price: Total Discounts: Accented by Date Net Cost: Freight Material Surcharge: Total Due: TRLQF00 �' Reference No. QT 67716 QUOTATION Ship To: Cust: 11 Phone: Bill To: Phone: CITY OF MONTICELLO MONROE TOWMASTER (SOURCEWELL) 505 WALNUT ST STE 1 CONTRACT# 121918-MNR 61381 US HWY 12 MONTICELLO MN 55362 USA LITCHFIELD MN 55355 USA ATTN: AJ K PO# Salesman Terms Created Last Revised Appx Comp ANNA JOHNSON CASH IN ADVANCE 8/13/21 8/13/21 0/00/00 Serial No. Discounts: 16.00% .00% .00% Qty Feature Description List 1 Ramp Color - Equipment Red 1 Trailer Color - Equipment Black 8 Tie Downs - D-Rings Freight $250.00 pl'j• ' AWD' cc NOTE: If changes are made to an order after a P.O. has FET required on all trailers with a GVWR OF 26,000 lbs or more. been issued, a fee may be assessed and a revised or new P_O. MUST BE submitted to reflect changes. Price: $15,325.00 Total Discounts: $2,452.00 Accepted by Date Net Cost: $12,873.00 Freight $250.00 Material Surcharge: Total Due: $13,123.00 TKLQF00 400 .W JOHN DEERE Bill To: CITY OF MONTICELLO - PUBLIC WORKS 505 WALNUT STREET STE. #1 MONTICELLO, MN, 553628576 WRIGHT () (763) 295-3170 Equipment Information Quantity Serial Number Stoic Number 4KNBF3021 ML162841 X114650 Purchase Order Totals �& -< \o A Retail Purchase Order RDO Equipment Co. 11030 Holly Lane N Dayton MN, 55311 Phone: (763) 294-7800 - Fax: Purchase Order Date: Purchase Order #: Purchaser Account #: Customer Sales Tax Exempt #: Customer Purchaser Type: Customer Market Use: Location of First Working Use: Dealer Account Number: CCE Sales Professional: Phone: Fax: Email: Hours Status / Year / Make / Model �apj_rox, Additional Items 0 New 2021 TOWMASTER TRAILERS TC -16 DECK LENGTH 20 IN FEET DECK TYPE OAK 2" NOM. WIDTH 102" OVERALL BEAVERTAIL 5 CLEATED STYLE AXLES 8K SPRING EZ LUBE X2 BRAKES ELECTRIC WHEELS STEEL WHEELS TIRES 215/75R X 17.5 TIRES (H) JACK 12K DROP LEG LIGHTS L.E.D. PLUG 7 POLE RV HITCH/NECK 2-5/16 BALL COUPLER RAMP COLOR RED TRAILER COLOR BLACK TIE DOWN 8 D RINGS 8/12/2021 1474396 3170033 None Governmental - City/Town/Village Other - Light Duty Main MONTICELLO, MN, 553628576 178720 Colin Shoen (507) 282-8888 (952)890-7046 cshoen@rdoequipment.com Cash Price $13,001.20 Equipment Subtotal: $13,001.20 Balance: $13,001.20 Total Taxable Amount $0.00 MN STATE TAX: $0.00 MN COUNTY TAX: $0.00 MN SPECIAL TAX: $0.00 Sales Tax Total: $0.00 Sub Total: $13,001.20 Cash with Order. $0.00 Balance Due: $13,001.20 D1474396 Page 1 of 2 City Council Agenda: 09/13/2021 2K. Consideration of accepting proposals and awarding a contract to G Urban Companies Inc. for the 2021-2022 Ellison Park Improvement Project in the amount of $117,055. Prepared by: Meeting Date: El Regular Agenda Item Parks & Recreation Director 9/13/2021 ®Consent Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Consideration of accepting proposals and awarding a contract to G Urban Companies Inc. for the 2021 Ellison Park Improvement Project in the amount of $117,055. PRIOR COUNCIL ACTION July 27, 2021: Authorized purchase of 2021 Huffcutt Birch Modular Restrooms for $135,250 to replace existing restrooms at Ellison Park. REFERENCE AND BACKGROUND The Parks and Recreation Department is proceeding with improvements to the Ellison Park bathrooms. Following the recent City Council approval to purchase the prefabricated restroom, staff used Quest to advertise for general contractors to provide a proposal for associated park improvements. The improvements include: • Removal and installation of new ADA sidewalk along East River Street • Demolition of old restroom • Installation of water/sewer • Construction of new building foundation • Installation of new restroom • Electrical conduits • Bituminous work • Addition of ADA sidewalk connections to interior park • Grading Five proposals were received: Contractor Grand Total Proposal G Urban Companies Inc. $117,055.00 Ebert Construction $148,590.11 City Council Agenda: 09/13/2021 Pember Companies $162,983.11 LinnCo Inc. $179,753.19 Global Specialty Contractors $223,808.00 Construction on the project is proposed to begin in September 2021 with substantial completion by June 2022. A more definitive schedule will be determined with the contractor once awarded. During construction, staff will obtain quotes for additional electrical work to be completed at the park, including installing a new electrical service, removing the old overhead service, the addition of event electrical pedestals, and directional boring. Upon completion of Ellison Park Improvements, park staff will repair irrigation and site/seeding restoration in June 2022. I. Budget Impact: The total project budget of $275,000 is included in the 2021 Capital Improvement Plan. Total project budget Engineering $7,870 HuffCutt Restroom $134,000 Construction $117,055 Electrical upgrades $16,075 Total Project Cost $275,000 The Ellison Park improvement project will be funded from the Park and Pathway Fund, which is mainly supported by transfers from the Liquor Fund as needed. II. Staff Workload Impact: City staff will be responsible for the inspection and construction administration for this project, which is expected to be 100 hours of staff time. III. Comprehensive Plan Impact: The Monticello 2040 plan focuses on the benefits of maintaining and enhancing park and pathway amenities. The sidewalk extension and improved ADA standards in the new building will strengthen park access for all. STAFF RECOMMENDED ACTION Staff recommends accepting proposals and awarding the contract to G Urban Companies Inc. SUPPORTING DATA A. Bid Tabulation B. Engineers site plan 2021 Ellison Park Improvements (#7982599) Owner: Monticello, City of Solicitor: Monticello, City of 09/07/202111:00 AM CDT Base UrCompanies Urban Ebert Construction Pember Companies, Inc. LinnCo, Inc. Global Specialty Contractors Inc Line Item Item Code Item Description UofM Quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension $117,055.00 $148,590.11 $162,983.70 $179,753.19 $223,808.00 1 2021 Mobilization LS 1 $7,500.00 $7,500.00 $34,628.82 $34,628.82 $37,150.00 $37,150.00 $31,045.22 $31,045.22 $16,900.00 $16,900.00 2 2104 Remove Bituminous Pavement Sq Yd 123 $18.00 $2,214.00 $31.76 $3,906.48 $15.00 $1,845.00 $13.30 $1,635.90 $31.00 $3,813.00 3 2104 Remove Concrete Walk Sq Yd 172 $3.00 $516.00 $31.50 $5,418.00 $12.50 $2,150.00 $8.94 $1,537.68 $27.00 $4,644.00 4 2103 Remove Restroom Building and Foundation LS 1 $7,000.00 $7,000.00 $26,250.00 $26,250.00 $11,500.00 $11,500.00 $8,185.70 $8,185.70 $22,300.00 $22,300.00 5 2611 "1"" Copper Water Service" LS 1 $3,000.00 $3,000.00 $2,625.00 $2,625.00 $2,300.00 $2,300.00 $15,390.13 $15,390.13 $4,650.00 $4,650.00 6 2621."4 Sanitary Service" Ln Ft 25 $100.00 $2,500.00 $42.00 $1,050.00 $90.00 $2,250.00 $82.14 $2,053.50 $120.00 $3,000.00 7 2100 Install Precast Restroom Building LS 1 $50,000.00 $50,000.00 $39,296.25 $39,296.25 $56,000.00 $56,000.00 $77,499.82 $77,499.82 $90,000.00 $90,000.00 8 2105 Select Granular Borrow Cu Yd 90 $40.00 $3,600.00 $26.25 $2,362.50 $85.00 $7,650.00 $45.10 $4,059.00 $230.00 $20,700.00 9 2360 Bituminous Patch Sq Yd 123 $90.00 $11,070.00 $55.65 1 $6,844.95 $90.00 $11,070.00 $18.34 $2,255.82 $88.00 $10,824.00 10 2521 "6"" Concrete Walk" Sq Ft 2425 $10.00 $24,250.00 $8.93 $21,655.25 $11.00 $26,675.00 $12.72 $30,846.00 $16.00 $38,800.00 11 2531 Truncated Domes Sq Ft 30 $50.00 $1,500.00 $52.50 $1,575.00 $55.00 $1,650.00 $57.50 $1,725.00 $68.00 $2,040.00 12 2564 Install Disabled Parking Sign Ea 2 $500.00 $1,000.00 $367.50 $735.00 $300.00 $600.00 $402.50 $805.00 $108.00 $216.00 13 2573 Silt Fence Type Pre -assembled Ln Ft 125 $5.00 $625.00 $5.04 $630.00 $2.70 $337.50 $2.88 $360.00 $11.00 $1,375.00 14 2574 Common Topsoil Borrow Cu Yd 22 $50.00 $1,100.00 $47.73 $1,050.06 $70.00 $1,540.00 $94.16 $2,071.52 $150.00 $3,300.00 151 25821"4 Solid Line Paint (White)" Ln Ft 68 $10.00 $680.00 $2.10 $142.80 $2.15 $146.20 $2.30 $156.40 $9.50 $646.00 161 2582 Pavement Message Paint (White) (Handicap Symbol) jEa 2 $250.00 $500.00 $210.00 $420.00 $60.00 $120.00 $63.25 $126.50 $300.00 $600.00 Bid Total: I I 1 1 $117,055.00 $148,590.11 $162,983.70 1$179,753.19 1 $223,808.00 RESOURCE LIST UTILITIES CITY OF MONTICELLO Center Point Energy PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE Nathan Nazareno City Hall 612-321-5352 505 WALNUT STREET WRIGHT COUNTY, MN MONTICELLO, MN 55362 Xcel Energy 651-454-0002. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS Michael Pratt City Administrator: 763-273-7963 Rachel Leonard ELLISON PARK IMPROVEMENTS GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD TDS Telecom City Engineer/ Public Works Chad Hoeft Director: 763-271-6073 Matt Leonard, P.E. 763-271-3271 Fibernet / Arvig Chris Bechtold Engineering Technician: 320-256-0112 Ryan Melhouse 763-271-3227 Charter Communications Chris Moran Park Superintendent: 320-980-3669 Tom Pawelk TDS Metrocom City Engineer: Mike Drummer IConsultant) 763-450-3494 Justin Kannas, P. E. Bolton & Menk, Inc. 2040 Highway 12 E Willmar, MN 56201 320-905-2704 CITY OF MONTICELLO CONSTRUCTION PLANS FOR ELLISON PARK ADA IMPROVEMENTS NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS I HERE BYCERTIFYTHATTHIS PUN, SPECIFICATION, OR REPORT WAS PREPARE BY ME ORUNDERMYDI CT SUPERVISION AND THAT I AMA DULY LICENSED° PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE MAP OFTHE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR CITY OF MONTICELLO TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE WRIGHT COUNTY, MN LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR PROFESSIONAL ENGINE UNDER THE LAWS OF THE STATE OF MINNESOTA. ` 651-454-0002. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS BOLTON UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS Y, N MBL ECRB D UTILITY LEVEL WAS DETERMINED ACCORDING TO THE ELLISON PARK IMPROVEMENTS GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." r@b Email: Willmar@bolton-menk.com 0 250 500 SCALE FEET i,1WlL07m�AyVlm1 PROJECT LIMITS ADA CONCRETE WALK, BITUMINOUS PARKING LOT MAY, 2021 T i' 4.7, `v °'` FgST S/pp/R/VF Rn,R Q� t` S FR S 19 CL e.1 _ ~r ■ • � � .' ,�� � I f3 L • �rY m •• ��yr. + �f ' (. . tr. PROJECT LOCATION 441, ., . f LJCCT KII 111 C'LJCCT TITI C GENERAL G0.01 TITLE SHEET CIVIL C0.01 REMOVALS PLAN C1.01 - C1.07 DETAILS C6.01 BITUMINOUS PAVEMENT & CONCRETE WALK THIS PLAN SET CONTAINS 10 SHEETS. I HERE BYCERTIFYTHATTHIS PUN, SPECIFICATION, OR REPORT WAS PREPARE BY ME ORUNDERMYDI CT SUPERVISION AND THAT I AMA DULY LICENSED° 2040 HIGHWAY I2 EAST MBL �`�' BID 08/18/2021 CITY OF MONTICELLO, MINNESOTA SHEET PROFESSIONAL ENGINE UNDER THE LAWS OF THE STATE OF MINNESOTA. ` BOLTON WILPhone MINNESOTA 56201 Phone: 231-3956 Y, N MBL ECRB D ELLISON PARK IMPROVEMENTS G0.01 JUSTIN L. KANNF P.E. & M E N K r@b Email: Willmar@bolton-menk.com JLK GENERAL , 45[755 OS/18/2021 www.bolton-menk.com CLIENT No. EOW1123808 TITLE SHEET / / / / / / / / / / / / / 1.0 / / / / / / / / / / / / / / / / / / / / / \°E \ FOUNDATION \ — i \\\\ OE \� O \o E \\` REMOVE fe6NCRETEWALKoe 9/, ---,EMOVE AND REPLACE APPROX. 25' /I I� I I� I I I I OF4 SANITARYSERVICEol REM VE AND REPLACE 1" COP ER WATE INEFROIVBUILDI G 0CURBSTCi \\ °E I I \/ 10 \ I \\ POWER POLE TO BE I / ro\ \/ \\\\\ j D �\/ j \ \ REMOVED BY OTHERS \ \ - 10 RELOCATE GRILL BY CITY POWER POLE TO BE REMOVED BY OTHERS \ \ \ \ Q \ \ \ \ \ \ SALVAGE FENCE (BY CITY) AS NECESSARY FOR BITUMINOUS REMOVAL 0 / / REMOVE BITUMINOUS PAVEMENT REMOVE BITUMINOUS PAVEMENT SAWCUT EXISTING BITUMINOUS PA 0 25 5O I HERE BY CERTIFYTHAT TH IS PIAN,SPECIFICATION, OR REPORT WAS PRE PARED BY ME OR UNDER MY DI CT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINE UNDER HE IAWSOF THES,T/ATEOFMINNESOTA. BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201DRAWN "' MBL �`�` BIO 08/18/2021 CITY OF MONTICELLO, MINNESOTA SHEET HORZ. � ,.( _ Phone: (320) 231-3956 MBL ELLISON PARK IMPROVEMENTS C0.01 = SCALE FEET •\WW,+"' IUSTINL.KANN P.E. & M E N K Emailwww.barton-menk.com com ECRE oo REMOVALS m rvo 45 55 ogre 08/18/2021 www.bolton-menk.com CLIENTxo Nr PR . REMOVALS 3#/FT. 3#/FT. TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" .100 ON THE LONGEST SIDE OVER 30" REFLECTING SHEETING SHALL BE DIAMOND GRADE. ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. CHANNEL POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL BE USED, 2.5 LB/FT POSTS SHOULD BE USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. *:Standard Plate Library Typical Traffic Sign Installation ity of Monticello Me: 03-05 Pk" No' �0fl0ed 03-175016 z DIRECTION 2040 HIGHWAY 12 EAST o OF RUNOFF //i'uVn1 `^ FLOW '" MBL Z z , 0 N 0 0 a EXTEND 6, 4 co 2 FABRIC INTO TRENCH ww.b lton-menk.com www.bolton-menk.com 2"x2" WOOD POST 5' MINIMUM LENGTH POSTS AT 6' MAXIMUM SPACING STAPLES GEOTEXTILE FABRIC, 36" WIDE (SEE NOTE 1) FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL Eu NOTE: 1. GEOTEXTILE FABRIC SHALL BE PER MnDOT SPEC 3886 SILT FENCE - PREASSEMBLED NOT TO SCALE TYPE SP 9.5 WEARING COURSE, (SPWEA240B) JIMINOUS TACK COAT (INCIDENTAL) TYPE SP 12.5 NON -WEARING COURSE, (SPNWB230B) AGGREGATE BASE, CLASS 5 (INCIDENTAL) PE & COMPACT SUBBASE MATERIAL (INCIDENTAL) BITUMINOUS PATCH DETAIL NOT TO SCALE �6" CONCRETE WALK 6" AGGREGATE BASE, CL 5 (2211) (INCIDENTAL) 12" SELECT GRANULAR BORROW (2105) SUBGRADE PREPARATION (2112) (INCIDENTAL) 6" CONCRETE WALK NOT TO SCALE 114. R7 -8A PARKING D VEHICLEID �y REQUIRED UP O' V'OI00 FINE FOR VIOW FIN ION - VAN iO ACCESSIBLE 16' a o HANDICAP VAN HANDICAP REFLECTIVE PAINT v8' 8' 8' 8' 36" MIN MIN MIN MIN MIN ACCESSIBLE FIA D ROUTE - q 500„ 1,_0" c N 61 23 90° STALL 8' -REFLECTIVE PAINT O P�IRKI N6 ti I — C/L OF PARKING SPACE HANDICAP PARKING STRIPING NOT TO SCALE 1A q2, 3" 8" C/L OF PARKING SPACE INTERNATIONAL HANDICAP SYMBOL NOT TO SCALE I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DI CT SUPERVISION AND THAT I AM A DULY LICENSED -1. 2040 HIGHWAY 12 EAST MBL PROFESSIONAL ENGINE UNDEE.R/r-HE UA OF THE STATE OF MINNESOTA. /.• //i'uVn1 BOLTON WILLMAR, MINNESOTA 56201 Phone: (320)231-3956 '" MBL `- •w'W�" & M E N K Email: com ECRc o JUSTIN L. KANN P.E. 45 55 08/18/2021 ww.b lton-menk.com www.bolton-menk.com 140 NrPRoI. No. cLIEOW1123 R7 -8b FOR VAN ACCESSIBLE SPACES ONLY TYP EACH HANDICAP PARKING STALL 2"X2"X12 ga. "ol ool oI QI °I 0 oI 0 o I—AIR-DRIVE POST ooI AS SHOWN of of ooI ooI HANDICAP PARKING SIGN NOT TO SCALE CITY OF MONTICELLO, MINNESOTA ELLISON PARK IMPROVEMENTS DETAILS SHEET C1.01 A -W, J m m W Y Q Q U O Q it zwo F Z P z0 S STRAIGHT FORMS MAX. MAY BE USED O7 311 WALK 0 S NFLARE BACK OF CURB FLARE F On 8%-10% FLARE � FLOW LINE O O" 0" O1 ' 0" FRONT OF GUTTER © 8 N � A OR WALKABLE DIAGONAL � 'w PERPENDICULAR F SURFACE 2% MAX. 01. SHALL ONLY BE USED AFTER ALL o-� FAN 10 Q OTHER CURB RAMP TYPES HAVE BEEN F EVALUATED AND DEEMED IMPRACTICAL A OO 8%-10% FLARE NOTES: �n �lJ FLA LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES ON DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, O 311 AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK S OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY NON -WALKABLE OR NON -WALKABLE OR APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. WALKABLE SURFACE 4 O WALKABLE SURFACE SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE FLARE FLARE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEE= L/ Q3 0„ O„ O3 O1 Q1 VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFAC, I F ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN © BELOW. A T TIERED PERPENDICULAR TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISIONS - PROSECUTION OF WORK (ADA). C 2 3E1 MODIFIED FAN Qo TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 4 4 USED WHEN RIGHT-OF-WAY WHEN THE BOULEVARD IS 4- WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP a 6 F O" IS CONSTRAINED 0 SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. 1 5 2 8 ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS F SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE 2 WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF �CL V THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TRAIL WIDTH. ARC c� LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. O Oil O O F RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL g 4 DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. C LA Q MATCH FULL HEIGHT CURB. PARALLEL m ON O2 4- MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. 0^ 3N 0 3" HIGH CURB WHEN USING A 3'LONG RAMP, 4" HIGH CURB WHEN USING A 4'LONG RAMP. CURB OR VAR. 4'0" MIN. Q4 SEE SHEET 4 OF 6, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES c CURB AND GUTTE RAMP REQUIRED LANDING AND RETURNED CURBS, WHEN INITIAL LANDING IS AT FULL CURB HEIGHT. OO Q DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4'MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE 0.02 FT./FT.MAX. S THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL.(TYPICAL FOR ALL) v 6" > 0.05 FT./FT. AND Q7 WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB, oo CONCRETE <_ 0.083 FT./FT PREFERRED IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED WALK OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. Ln SECTION A -A © A 7' MIN TOP RADIUS GRADE BREAK REQUIRED TO BE CONSTRUCTIBLE. ry" PERPENDICULAR/TIERED/DIAGONAL _ 09 PAVE FULL WALK WIDTH. y QI' © @"S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN 4 o CURB OR CURB AND GUTTER VAR.4' 0" MIN. I 5 EVALUATED AND DEEMED IMPRACTICAL. RAMP REQUIRED LANDING LEGEND g 1/4" R. m z _ _ _ _ _ _ _ °" ` °" o-� THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE ` CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.37 OR FLATTER ARE ALLOWED. Lu a o a.°, °: °': a °'c: A..°' ; a: o a: '; o.:a•:'v;,° 0.02 FT./FT. MAX. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.37 MAXIMUM IN THE DIRECTION SHOWN T 6 > 0.02 FT./FT. AND G AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. CONCRETE 5 WALK 0.05 FT./FT PREFERRED INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER Q IOJI THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN SECTION B -B 4' O" IN Q AND CROSS SLOPE SHALL NOT EXCEED 2.07. REQUIRED LANDING LANDING AREA - 4'X 4'MIN.(SIX 5'MIN. PREFERRED) DIMENSIONS AND MAX FAN 1/4" R. ® 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. _ _ _ _ _ _ _ DEPRESSED CORNER X" CURB HEIGHT o STANDARD PLAN 5-297250 1 OF 6 6" . mPROV PEDESTRIAN CURB RAMP DETAILS REVISION: CURB OR CURB AND GUTTER CONCRETE 0.02 FT./FT. MAX.ENGINEER APED: 1-23-2017 APPROVED: JANUARY 23, 2017 WALK M INN @ S OTA REVISED: SECTION C—C DEPARTMENT �i PARALLEL/DEPRCORNER DP STATE PROJ. N0. (T,H, ) SHEET NO. OF SHEETS OPERATIONS ENGINEER TRANSPORTATION STATE DESIESSED REPORT WAS PREPARED EYMEOR`UNDERMYDDITHICTSUPERVISIONANDTHATI A�"�Y�ICE"SE" 2040 HIGHWAY I2 EAST OMEE BID 08/18/2021 CITY OF MONTICELLO, MINNESOTA SHEET A"' MBE PROFESSIONAL EN HE UNEEE•a/THE LAWS OF THE STATE OF MINNESOTA. BOLTON WILLMAR, MINNESOTA 56201 Phone: (320)231-3956 ELLISON PARK IMPROVEMENTS CHICK" JLK DETAILS & M E N K Email: Willmarton-menk.com om JUSTIN L. KANN , P.E. TIC N. 45 55 08/18/2021 ���Eowl�lz3sos OW11 NO www.Bolton-menk.com PEDESTRIAN CURB RAMP DETAILS NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, WALKABLE AND IF THE APPROACHING WALK IS INVERSE GRADE. SURFACE INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK O1 OF CURB, WITH G' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY F APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. 6 SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE Q RAMP WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. OO CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL N 2'MAX JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. 0 THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. m ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. S �J 8% TO 10% SLOPE TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS W SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND w THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). W 0" © TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. W S NON -WALKABLE ® SURFACE WHEN THE BOULEVARD IS 41 WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. �fy ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS •O,f1sG °p O 7 SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE 0 2 BACK WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF OF CURB THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC gyp 4 FLOW LINE DIRECTIONAL RAMP WALKABLE FLARE LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. 0" 5�v1AX p OO RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. FRONT OF GUTTER SEE NOTES ®0 & 11 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. lO MATCH FULL CURB HEIGHT. COMBINED DIRECTIONAL Qe Q2 3" HIGH CURB WHEN USING A 3' LONG RAMP 4" HIGH CURB WHEN USING A 4' LONG RAMP. O3 3" MINIMUM CURB HEIGHT (5.5' MIN. DISTANCE REQUIRED BETWEEN DOMES) 4" PREFERRED (7' MIN. DISTANCE REQUIRED BETWEEN DOMES). 4O THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. Op GRADE Q5 WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A o5'MAX GRADE BREAK WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS SHEET. 4 NON -WALKABLE SURFACE 1Q RAMP BREAK O RAMP MAX. 2.0% SLOPE © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK MAX. 2.07 SLOPE 3 IN ALL DIRECTIONS LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS c� I 0" 13 IN ALL DIRECTIONS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. O F IN BREAK AND DRAIN TO FLOW LINE. SHALL BE MAX.2.07 SLOPE IN ALL CCURBSAND S OO OH CONSTRUCTED INTEGRAL WITH GUONER ayi 01. ® 8% TO 10% WALKABLE FLARE. 13 13 Og PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. 0 0" ®0 FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE, AND 5' MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM Q O 0" BACK OF CURB.A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP o ;11 WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY 11 IMPAIRED. N� IF NON -CONCRETE BLVD. IS CONSTRUCTED AND IS 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS 3 LESS THAN 2' IN WIDTH AT TOP OF CURB SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. a: 3 TRANSITION, PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB. DETECTABLE WARNING PLACEMENT WHEN 12 SETBACK CRITERIA IS EXCEEDED © FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB,THE DETECTABLE E WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH. THIS ENSURES A DETECTABLE EDGE o AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. STANDARD ONE—WAY DIRECTIONAL O ONE—WAY DIRECTIONAL WITH DETECTABLE 13 THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. WARNING AT BACK OF CURB o O4 TO BE USED FOR ALL DIRECTIONAL RAMPS, EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. o° D o, 6" CONCRETE WALK 0 3" MINIMUM CLASS 5 LEGEND h AGGREGATE BASE THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE N o 1.0% MIN. CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. Q) N U.i RAMP 2.0% MAX VAR. RAMP o ,. a °� c • ;o•q. '� ; �o.� INDICATES PEDESTRIAN RAMP -SLOPE SHALL BE BETWEEN ° a •' • o q o a •' '0 4 5.07 MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN z AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER Q L NON -WALKABLE OR ?::a °: :a'° THAN 2.0% AND LESS THAN 5.07 IN THE DIRECTION SHOWN Q WALKABLE SURFACE A. " ° TYPICAL SIDEWALK SECTION 1 AND CROSS SLOPE SHALL NOT EXCEED 2.0%. °.a . I� = Q g..° A . .v ..° ... 'o ...� -.. 'o WITHIN INTERSECTION CORNER LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX p h p.. 6" CONCRETE WALK 2.07 SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. ® BACK OF CURB X" CURB HEIGHT 0" FLOW LINE 2.0%-3.0% GUTTER SLOPE D SECTION D—D FRONT OF GUTTER CURB FOR DIRECTIONAL RAMPS 14 PLAN 5-297.250 2 OF 6 PEDESTRIAN CURB RAMP DETAILS M11STANDARD REVISION: APPROVED: 1-23-2017 APPR VED•JANUARY 23. 201T MINN@SOYA REVISED: { I DEPARTMENT x/11 OF STATE PROJ. NO. (T.H. ) SHEET NO. OF SHEETS OPEflATI0N5 ENGINEEfl TRANSPORTATION STATE DESI*ENGINEER 6HEREBY ME �R`UN DER THAT THIS SUPESPECIFICATION, VISION AND THATT REPORT AM A�LEYLICENSE�° 2040 HIGHWAY I2 EAST 5iG"EOM BL NO SBID R o8/laizozl CITY OF MONTICELLO, MINNESOTA SHF' AW MBL ELLISON PARK IMPROVEMENTS PROFESSIONAL ENGINE UNDER THELAWEE THESTAiE pF MINN ESOTA. waLMAR, MINNESOTA 56201 6 O LTO N Phone: (320)231-3956Ec.Eo C1.03 JLK DETAILS ` JUSTIN L. KANN P.E. Email: Willmarton-menkmenk.com & MEN K , 45 55 08/18/2021 TIC ED DATE CL"T"A "o. www.Bolton-menk.com PEDESTRIAN CURB RAMP DETAILS FRONT OF GUTTER INSET A OQ OO BACK OF CURB/ 1/4" FLOW LINE EDGE OF WALK INSET A FRONT OF GUTTER BACK OF @ 0 FLOW LINE EDGE OF D a° INSET A 13 •'ve' A CURB/ FRONT OF GUTTER BACK OF CURB/ 14 ° D ,'�`�.'D.D WALK ®� FLOW LINE EDGE OF WALK " �' " 2-5% 40 Oq 1/4" 2-3% O O 1/4" 3% Oq 40 D' a.D I w:> ° o 1/4" O 1/411 l(7 D- 7" 611 I O 24" 1 8-12" 1 24" 1 8-12" 1 1, 24" a-12" OPTIONAL SILL CURB WHEN SIDEWALK 6 IS AT BACK OF CURB ef- PERPENDICULAR O1 NON PERPENDICULAR OO a FOR CURB MACHINE PLACEMENT AROUND RADIUS Q CONCRETE SILL TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. PEDESTRIAN ACCESS ROUTE CURB & GUTTER (REGARDLESS OF RAMP TYPE) DETAIL INSET B VAR. RAMP Lu °.� ;.' °. MILL VERTICAL SAWCUT BIT. 5 & 4 EDGE 0&0 PAVEMENT O O 2" BITUMINOUS EXISTING BIT. REMOVE & REPLACE EXISTING BIT. BIT. PAVEMENT 1/4" MIN. TO PAVEMENT MILL & PATCH PAVEMENT 1/2" MAX. II 6 CONCRETE WALK �°::O''o'.'°''°: .'D' -o': O'°: :D'o. 0'. •O O•D'.° 'o':p''o:.'°•o.'°'0::0'0': °''o: :°o. °' ..° o.p'o: ' • 4-'°. a ;',°.'4. '°, < : °. °. '°. < ;',°.'4. '°. a a ;',°. °. '°, a °.'4. '°. a ;',°.'4. '°, a °.'4. '°. a :•',° v. ';'; ava;'; a': "°•°:.':?::a�a::; e;.e-a::: :: a .. ° ° "D ° ° ."4.•. 1'. 4'.'?'q °•. 4'.'?'4.°'. 4';' a'q q•. 4'.'.0 °'a. °'. 4',' °'°. `'. 9'.'?'q °'. 9'.' °'°,°'. o o ..• .. o 0 0 0 • . as o • a 'a�°°: PROJECTED BACK OF CURB/ '4. �4. '°.a :•', °. �4. '°,a �,. 4�°..4�,:: 4°'..'4',: 4a..'c`°: a< a�<'..a�',:. �°'...4�"°: e�<'..'a� °: .4 .4 FLOW LINE EDGE FRONT OF GUTTER 00 5% MAX. OF WALK 4- • ?'d °'. 4 •: • ° 4•v.. A. °: a•p.. 4. : o:: '• o': : o:: '• o o: ; ' o': o: 24"MIN. 24" MIN. I SAWCUT 4' °'4 SAWCUT BIT. VARIABLE DEPTH CONCRETE PAVEMENT _° >: o:°.'v >:�-o:°.' °.''D',D.D',E..s:ED::o °,D -.s G ° .: o . ' ' ' . o ° - ' �: '4 0 °' o ' I PAVEMENT INSET A EXISTING BIT. PAVEMENT CONCRETE BASE EXISTING 2" BIT. PATCH CONCRETE PAVEMENT 4 O & O 0 2411 8-12" ,. .. °.. 4. 4 4 °.. 4 • °; 4 a.. 4 4.. 4.. q. '..'0• c a'.. a 4, 4•°..4• q. 4 °.. °; 4..°,.4.,0..4.,0; 4.;0.,0..°; o 9 .'0' ..'0' •. •. ' . .. a:.4 'a...4 ',q:.-1'°.: 4' k: 4 •a..'.1'•4:.4 '°..'.4' ° t INSET B 4'°.4. °'4. '°.1 °'4. '°•4: °'4. '°,<. °'4. '°,<: °'4 t'1 c� o -a .o.4: e. : a; o.°°:.' : a -a. v; • : 4-:o-�a;.' : a':a v;.° :4;:o- a;.° : '-4 °' 4''' ?'a.°' 4. o a °'. t/2 '4'<°.4' OUTFLOW GUTTER 1Zl 4.'.a:°:°.4' �'°:°.4' °' d '' '0'4' ' d-'• 0'4 °' d I,UJ 1:3 MIN. TAPER 1:5 PREFERRED TAPER ONLY ALLOWED PER ENGINEER'S APPROVAL a a (UPSTREAM SIDE) PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER ` o FOR USE ON CURB RAMP RETROFITS N z 0 NOTES: m o w POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2% MAXIMUM. o ujz NO PONDING SHALL BE PRESENT IN THE PAR. c ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. HOLD TANGENT 5' PAST OUTSIDE ZERO O1 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON y ' PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS & DEPRESSED CORNERS. I BEGIN GUTTER SLOPE TRANSITION 10'OUTSIDE OF ALL CURB RAMPS. THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". Jn c - —------- RADIUS SMALL ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. 2'-10' TYPICAL // PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. 9 © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. y 20'MAX.RECOMMENDED w f° ' O7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. O TO NOT AFFECT PARKING ~ w • TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. p Li o N �' ® SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS y ¢ HOLD TANGENT 5' o 2 j� O9 DRILL AND GROUT NO.4 EPDXY-COATED 18" LONG TIE BARS AT 30" CENTER TO W PAST OUTSIDE ZERO N FQ CENTER INTO EXISTING CONCRETE PAVEMENT V MINIMUM FROM ALL JOINTS. Li OO HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. �� Z 1:3 MIN. TAPER o THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. T (DOWNSTREAM SIDE) /Lip 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE o — ON -STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. Q SMALL RADIUS PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. 2'-10'TYPICAL © PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. COMBINED DIRECTIONAL O © 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC. 3702. (COMPOUND RADIUS) 14 DIMENSION TO BE SAME AS SIDEWALK THICKNESS, 4" MIN. ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT)11 STANDARD PIAN 5-297.250 1 3 OF 6 DIRECTION OF TRAFFIC PEDESTRIAN CURB RAMP DETAILS M11 REVISION: MAIN STREET APPROVED: 1-23-2017 APPR VED•JANUARY 23,2017 MINN@SOTA p(�,A REVISED: r DEPARTMENT I OF STATE PROJ. NO. (T.H. ) SHEET NO. OF SHEETS OPERRTIGNS ENGINEER TRANSPORTATION STATE DESI ENGINEER aHEREBY ME �"`�^'�ER M��iT"I�Ts�PER�isi��^��T�^T�^M^������cENSE�° 2040 HIGHWAY I2 EAST 5iG"EomBL SBID R o8/l. _021 CITY OF MONTICELLO, MINNESOTA SHEET w mBL Pa"F,=="na En "E U"oEaT", °w=o,T",star,"FM""E=oT° ` BOLTON waLmAa, MINNESOTA sezol Phone: (320)231 -men ELLISON PARK IMPROVEMENTS C1.04 EceFo JLK DETAILS & M E Email: Willmarton-menk.com om N K JUSTIN L. KANN , P.E. TIC N. 4S 55 08/18/2021 e. PRo."o. "Eowl�lz88o8 www.Bolton-menk.com PEDESTRIAN CURB RAMP DETAILS PLACE DETECTABLE FACE OF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH LANDING; BACK MATCH INPLACE / OF CURB HEIGHT CURB MATCH INPLACE WALKABLE WALKABLE CURB HEIGHT I DETECTABLE FLARE FLARE - - - - - - - - - - - - - CURB I WARNINGS RAMP C(iRB ------------ BACK OF I WALKABLE WALKABLE TApF = SURFACE 8-107 8-10% SURFACE f RO �\ __ ___ JAPER I �O i4 12 ONCRETE m ONCRET w CURB I °p FLARE FLARE QC EE I ':.o.e°a. a 'o:.o:°.°:a ��, NEAREST URB 2 1 2 TApfR O I a °. °', o,°. ; RAIL IAPER CURB I ° o''p°: ;°.:.°. 3" MINIMUM CURB HEIGHT, 4" PREFERRED CROSSING I 4' 8.5" ""O •°' SURFACE ° o PAVED FLARES (MEASURED AT FRONT FACE OF CURB) I w cn ADJACENT TO WALKABLE SURFACE FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE) I ° I W a DETECTABLE EDGE WITH I °.° CURB AND GUTTER I LANDING ; I PEDESTRIAN I GATEARM EDGE OF 13 NON -WALKABLE RAMP NON -WALKABLE ROAD I SURFACE SURFACE RAILROAD O ;:6 1:6, CONCRETE CONCRETE 7 6 GATE ARM DETECTABLE I WARNINGS FLARE m FLARE 1'MINIMUM 6 I ., 7 I•.-4.5'-.�.-4.25' 2 1 2 ::.�o°.e.°e 7 x_8.75' 6 6 RAILROAD CROSSING PAVED FLARES ADJACENT TO NON—WALKABLE SURFACE ' °. ° . PLAN VIEW EDGE OF 7 ROAD NOTES: o ------- ; SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT Q LANDING; RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. DETECTABLE EDGE WITHOUT CURB AND GUTTER CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN B' LONG o MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. RAMP �� (11 0" CURB HEIGHT. NON -WALKABLE / NON -WALKABLE 0 FULL CURB HEIGHT. � SURFACESURFACE /1:6 1:6 � 1 Q3 2' FOR 4" HIGH CURB AND 3' FOR 6" HIGH CURB. o GRADED GRADED Q4 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD -/FLARE FLARE CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. 2 I -LI -I 1 -u -I 2 9 5 TYPICALLY USED FOR MEDIANS AND ISLANDS. ^- © WHEN NO CONCRETE FLARES ARE PROPOSED,THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 3 GRADED FLARES IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED 1' FROM THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED -USE PATH TO PROVIDE VISUAL CONTRAST. a r, 15 O 2' B O ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. j ;--------; THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB. CURB 9; TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE y � o c ° cn LANDING; ----- - CURB DESIGN V CURB DESIGN V SEE PEDESTRIAN SEE PEDESTRIAN 1/2" R. TURF OR 6 4" � CONCRETE TOP OF GUTTER CURB Q9 DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3 -INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. DRILL AND GROUT 1 - NO. 4 12" LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER. o APPROACH NOSE RAMP APPROACH NOSE o REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. DETAIL DETAIL .., ° :a. u" DESIGN V QO DRILL AND GROUT 2 - NO.4 12" LONG REINFORCEMENT BARS (EPDXY COATED)WITH 3" MIN. COVER. REINFORCEMENT _ B B BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. NON -WALKABLE NON -WALKABLE m a _'"• o'°_ n' a _? 7n 11 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL v SURFACE SURFACE A HEIGHT CURB (I.E.6'LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW SECTION A -A FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE 2 1 2 CURB & U2 BOULEVARD DRAINAGE. h W GUTTER / 1© NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12'MINIMUM TO 15' MAXIMUM FROM THE 41 TURF 6„ 2' NEAREST RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR TO THE NEAREST RAIL. 2 RETURNED CURB Q5 TOP OF SIDEWALK CONCRETEThh 13 WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL — BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL,2'FROM THE TYPICAL SIDE TREATMENT OPTIONS O 11 2 O2 O A 14 APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE6" CROSSING SURFACE SHALL EXTEND 2'MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. 3„ 15 15 3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. © SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS SECTION B -B ENSURES MIN. CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. PEDESTRIAN APPROACHM11STANDARD PLAN 5-297.250 4 OF 6 PEDESTRIAN CURB RAMP DETAILS REVISION: NOSE DETAIL APPR VED:JANUARY 23, 2017 (FOR RETURNED CURB MINN@SOTA SIDE TREATMENT) APPROVED: 1-23-2017 REVISED: DEPARTMENT �1VI STATE PROJ. N0. (T.H. ) SHEET N0. OF SHEETS avennTECNs EHc7Nem TRANSPORTATION E N ENGINEER STATE D EYMEOR`UNDERMVTDIT"ETSUPERVISIONANDTHATIAMA�LEYLICENSE�" 2040 HIGHWAY I2 EAST PMBL BID o8/18/2021 CITY OF MONTICELLO, MINNESOTA SHEET AW " MBL PROFESSIONAL ENGINE UN"EF THE LAWS OF THE STATE OF MINNESOTA. 6 wa".He (320)MINN31-3OTA 56zo1 O LTO N Phone: (320)231 -men ELLISON PARK IMPROVEMENTS C1.�5 ECKE° JLK DETAILS ` Email: Willmarton-menk.com com & MEN K JUSTIN L. KANN , P.E. 45055 08/18/2021 DATE OW11 o. �LlEowl�lz8sos www.Bolton-menk.com PEDESTRIAN CURB RAMP DETAILS _1:3 EXISTING' �1/2" R. WALK ...,.,,,...... �ti.: �° :.... V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS %G$,Y,,;...., "............. ..�1/2" R. VARIABLE HEIGHT H _ 6„ V CURB INTERSECTION EXISTING 1/2" R. �'. WALK , VARIABLE HEIGHT H $ 5': 6" 2 V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' MIN. LANDING DISTANCE FROM APS PUSH B BUTTON TO EDGE OF SIDEWALK 6" WIDE CURB MUST NOT EXCEED 10 INCHES ------ 4" PEDESTAL POLE J o� (LINE UP CENTER OF POLE WITH THE BACK OF V -CURB) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 6" WIDE V -CURB 1:2/6" WIDE V -CURB 30" X 30" SQUARE PEDESTAL FOUNDATION (MUST BE FLUSH WITH THE SURROUNDING WALK) SECTION B -B SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) REVISION: APPR VED: JANUARY 23, 2017 OPERATIONS ENGINEER DUILUINU EXISTING, ,; WALK 3 VARIABLE HEIGHT '�°•� a •a e6 so :f� a.io 2 4 V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V mllSTANDARD CURB HEIGHT H CURB WIDTH W <6" 4" i6" 6" 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE BUTTON TO EDGE OF SIDEWALK V -CURB A—] MUST NOT EXCEED 10 INCHES 6" WIDE V -CURB 4" PUSH BUTTON _> STATION POLE A� 18" WIDE BY 18" LONG, MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. APS PUSH BU MOUNTING SP (SADDLE ADAF 18" WIDE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V -C SECTION A -A PUSH BUTTON STATION (V -CURB) SEMI—DIRECTIONAL RAMP (3,4,9) 3'DOME SETBACK,4'LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) INSET A EXISTING ABLE SIDEWALK PEDESTRIAN PATH OF TRAVEL LANDING RAMPi OT © I L�J I RAMPLEI- NGTH -� I---------- f----------------- I 1.5% 4.5% O (VAR.) I � I 6.0' L------(VAR.)------- INSET A TRANSITION PANEL O NOTES: A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. Q1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. Q3 EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V -CURB. Q4 THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS V LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 61 OR THE RUNNING SLOPE IS GREATER THAN 5%, DOUBLE THE CALCULATED TRANSITION LENGTH. OS TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). (D EXISTING CROSS SLOPE GREATER THAN 2.0%. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. QT TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. TRANSPORTATION _ BY M E OR ON DER MV DII HEREBY CERTIFY THAT TH CT SO P E RVISION AN D THAT I AM A DO LV IS PLAN, SPECIFICATION, DR "P.RT WASLICENSEDO 2040 HIGHWAY 12 EAST s�Grveo MBL PROFESSIONAL ENG INE U THE LAWS OF THE STA D MINNESOTA 6 O LTO N AW `N°� _'TE F'"'""E WILLMAR, MINNESOTA 56201 SCBE MBL W I/ /,/�_'Y & MEN K Phone: (320) 231 -men JUSTIN L. KANN , P.E. E-.il:pWillmar@bolton-menk.com k.com JLK 45 55 08/18/2021 www.Bolton-menk.com O P 112 TIC NO aIEOW 1123 PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF CITY OF MONTICELLO, MINNESOTA ELLISON PARK IMPROVEMENTS DETAILS PEDESTRIAN CURB RAMP DETAILS SHEETS SHEET CI.0 mllSTANDARD PLAN 5-297.250 1 5 OF 6 APPROVED: 1-23-2017 MINN@SOTA rl* REVISED: DEPARTMENT OF STATE DESI ENGINEER STATE PROJ. N0. TRANSPORTATION _ BY M E OR ON DER MV DII HEREBY CERTIFY THAT TH CT SO P E RVISION AN D THAT I AM A DO LV IS PLAN, SPECIFICATION, DR "P.RT WASLICENSEDO 2040 HIGHWAY 12 EAST s�Grveo MBL PROFESSIONAL ENG INE U THE LAWS OF THE STA D MINNESOTA 6 O LTO N AW `N°� _'TE F'"'""E WILLMAR, MINNESOTA 56201 SCBE MBL W I/ /,/�_'Y & MEN K Phone: (320) 231 -men JUSTIN L. KANN , P.E. E-.il:pWillmar@bolton-menk.com k.com JLK 45 55 08/18/2021 www.Bolton-menk.com O P 112 TIC NO aIEOW 1123 PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF CITY OF MONTICELLO, MINNESOTA ELLISON PARK IMPROVEMENTS DETAILS PEDESTRIAN CURB RAMP DETAILS SHEETS SHEET CI.0 \ 2 PLAN VIEW \ \ 12" \ \ MIN. 2 \ \ 2 NON -CONCRETE NON -CONCRETE EXISTING 36" SIDEWALK EXISTING BOULEVARD BOULEVARD SIDEWALK MAX. REPLACEMENT SIDEWALK LANDING \ \ 1.0% MIN. 2 o 5.0% MAX. \ LANDING LANDING \ O O 2 \ w SAW CONCRETE SIDEWALK \ \ \ \ a FULL DEPTH ON EXISTING JOINT (INCIDENTAL) \ = \ \ PROFILE VIEW \ \ o x 2 \ \ ti o ~ CONCRETE CONCRETE 2 T \A CONCRETE \ L AB \ \ r- o BOULEVARD BOULEVARD 6" \ AR�A \ \ \ \ w 4" SID WALK w O O O O (TYPICAL) OPTIONAL SIDEWALK REINFORCEMENT EDGE OF THROUGH LANE SIDEWALK REINFORCEMENT TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. 1.0% MIN. 5.07 MAX. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT O 4 CONCRETE AND BITUMINOUS ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS 1.07 MIN. 5.0% MAX. 36" MAX. SAWCUT PROPOSED PAR EXISTING CURB EDGE OF THROUGH LANE CURB AND GUTTER a.n AND GUTTER 12" w PEDESTRIAN RAMP PEDESTRIAN RAMP Z 3�� MIN. ED \ 3.. MIN. UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0%L,12.0%UP TO 2.0% ° ° \ MAX. OR UP °'.' °' ED x CHANGE TO 4% CHANGE c a."a _°;? a \ \\ ? CHANGE TO 4% CHANGE CHANGE sn_ T NIC y x FOR USE ON CURB RAMP RETROFITS \T7 �BL AG FLOW LINE PROFILE " TABLE" - TWIN PERPENDICULARS T/2 AY�ETA \ oE PROPOSED CURB CURB AND GUTTER O \ 3 n PEDESTRIAN RAMP AND GUTTER REINFORCEMENT \ UP TO \ \ w CHANGE2.0% 2.0% MAX. OR UP LUP TO 2.0% TO 4% CHANGE CHANGE OPTIONAL CURB LINE REINFORCEMENT DETAILS Qz QQ m \ FLOW LINE PROFILE "TABLE" - FAN LANDING 1.0% MIN. 36" MAX. 5.0% MAX. \ \ PEDESTRIAN RAMP PEDESTRIAN RAMP 3 c . LANDING _- 1.07 IN;. 1.0% MIN. 1.07 MIN. 1.07 MIN. 1.0% MIN. a 5.0% MAX. 1.5% PREFERRED 5.0% MAX. 1.5% PREFERRED 5.0% MAX. LANDING \ 36" MAX. 9 \ FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS 12" o 3" o' \ .o >>'' o° PEDESTRIAN RAMP 12" °: 36" MAX. n \ 1.0% MIN. 1.0% MIN. 1.07 MIN. 1 36" 1 1 36" 0 5.0% MAX. 1.5% PREFERRED 5.07 MAX. MAX. MAX. 36" MAX. 12" 2 FLOW LINE PROFILE RAISE - FAN 12 312" 12" o CURB LINE AND ROAD CROSSING ADJUSTMENTS SEPARATE LANDING 3" POUR REINFORCEMENT NOTES: L "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, N AID z IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. Q1 TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED,ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS (RUNNING SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. DRILL AND GROUT NO.4 12" LONG REINFORCEMENT BARS AT 36" MAXIMUM CENTER ?Q2 MILL & OVERLAY PROJECTS:" TABLING" OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, TO CENTER (EPDXY COATED). BARS TO BE ADJUSTED TO MATCH RAMP GRADE. a IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 27. WARPING OF THE BITUMINOUS 3 DRILL AND GROUT 2 - N0.4 X 12" LONG REINFORCEMENT BARS (EPDXY COATED). PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS O MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. 1)1.0% MIN.CROSS-SLOPE OF THE ROAD 4 THIS OPTIONAL CURB LINE REINFORCEMENT DETAIL SHOULD ONLY BE 2)5.0% MAX. CROSS -SLOPE OF THE ROAD O 3) TABLE" FLOW LINE UP TO 4% CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. 4)UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP O5 1/2 IN. PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC. 3702. STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS. STANDARD PLAN 5-297.250 6 OF 6 PEDESTRIAN CURB RAMP DETAILS � m REVISION: RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; APPROVED: 1-23-2017 APPR VED: JANUARY 23, 2017 //�' 1) 1.07 MIN. AND 5.07 MAXIMUM CROSS -SLOPE OF THE ROAD MI N N@SOTA /I REVISED: 2)1.0% MIN. FLOW LINE (ON EITHER SIDE OF PEDESTRIAN RAMP)TO MAINTAIN POSITIVE DRAINAGE 3)5.0% RECOMMENDED MAX. FLOW LINE DEPARTMENT 4) LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL I STATE PROJ. N0. (T.H. ) SHEET NO. OF SHEETS OPERATIONS ENGJNFJ]t TRANSPOF ORTATION STATE DE ENGINEER T"ESUPRVSIONANDTHATIAMA�D�YLICENSE�° EYMEORENoERMVTDa 2040 HIGHWAY I2 EAST oMEL BID o8/18/2021 CITY OF MONTICELLO, MINNESOTA SHEET w " MEL P""FE=="n° En rvE °w=o,T"ESTATE"FM""E=oTA BOLTON waP'.Pe (320)2 1-3 56zo1 Phone: (320)231 -men IS ELLISON PARK IMPROVEMENTS C1.07 Ec.Eo JLK DETAILS Email: Willmarton-menk.com com & MEN K JUSTIN L. KANN , P.E. 45 55 08/18/2021 TIC ED DATE rvT aeo NO ���Eowl�lz8sos www.Bolton-menk.com PEDESTRIAN CURB RAMP DETAILS LEGEND 6" CONCRETE WALK ADA LANDING TRUNCATED DOMES BITUMINOUS PAVEMENT REMOVE & F7 REPLACE PA PRE -ASSEMBLED SILT FENCE 9 920 91>1 915. -4 �EW RESTROOM 92? --NEW RESTROOM 93 ILDING (SEE 11 ------------- P FO N) A PLA 921A'&\ FqS�921.95' 921.9 -91> -------------- 921.89 "92 0 IYIL" 7 FED RAMP @ 4.18% ..t 914.90 NN F&I: 10 SO FT915.06 MATCH EXiSTIRG TRUNCATED DOMES PAVEMENT SECTION_ 6' '10 ­SQ FT 915.7 EXISTNQ BITUMINOUS PAVEMENT 915 C, \eeTRUNCATE01DOMES . 915.8 15.76 (D 4' 'q ,*D 916. Al ----- --------- D ,I HER BY CERTIFY THAT THIS PLAIN, SPECIFICATION, OR REPORT WAS PREPARED By MEORUNDERMYD CT SUPERVISION AND THAT I AMA DUH_Y LICENSED 2040 HIGHWAY 12 EAST DES -ED N11111111R — M BIL BID 08/18/2021 CITY OF MONTICELLO, MINNESOTA SHEET 2, 0 10 20 PROFESSIONAL ENGINE UNDER HE—FT ESTATE OF MINNESOTA WILLMAR, MINNESOTA 56201 D—N I ADD 1 08/11/2021 .9 HORZ. BOLTON Phone: (3211)111-1116 CH—ED MBL — ELLISON PARK IMPROVEMENTS C6.01 SCALE FEET JUSTINL.KANN P.E. : Wilimar@bolton-menk.com JLK 45 5 08/18/2021 & MENK Emailww.bolton-menk.com CLIENT PROL NG, BITUMINOUS PAVEMENT & CONCRETE WALK OW1123808 ATIO BY OTHERS 908.92 09.00. F&I: DIDSABLED PARKING SIGN (R7 -8M) ---- ---------- Q08.45 1Z 4" SOLID LI PAINT I TE) DISABLE PARKINT PAVE NIT MES E (W ITE) 91, r---, F&I 10 S Eo�TR CATE INSTAL WAGED I F&I: ISABLED FENCE (BY PAR NG SIGN 908.46 7-8 CONSTRUCT PAVEMENT 90' 9. --------- — - --- WITHIN PARKING STALLS WITH MAXIMUM SLOPE O ---F 909.07 2% IN ALL DIRECTIONS. MATCH EXISTING 0- PAVEMENT SECTION 920 91>1 915. -4 �EW RESTROOM 92? --NEW RESTROOM 93 ILDING (SEE 11 ------------- P FO N) A PLA 921A'&\ FqS�921.95' 921.9 -91> -------------- 921.89 "92 0 IYIL" 7 FED RAMP @ 4.18% ..t 914.90 NN F&I: 10 SO FT915.06 MATCH EXiSTIRG TRUNCATED DOMES PAVEMENT SECTION_ 6' '10 ­SQ FT 915.7 EXISTNQ BITUMINOUS PAVEMENT 915 C, \eeTRUNCATE01DOMES . 915.8 15.76 (D 4' 'q ,*D 916. Al ----- --------- D ,I HER BY CERTIFY THAT THIS PLAIN, SPECIFICATION, OR REPORT WAS PREPARED By MEORUNDERMYD CT SUPERVISION AND THAT I AMA DUH_Y LICENSED 2040 HIGHWAY 12 EAST DES -ED N11111111R — M BIL BID 08/18/2021 CITY OF MONTICELLO, MINNESOTA SHEET 2, 0 10 20 PROFESSIONAL ENGINE UNDER HE—FT ESTATE OF MINNESOTA WILLMAR, MINNESOTA 56201 D—N I ADD 1 08/11/2021 .9 HORZ. BOLTON Phone: (3211)111-1116 CH—ED MBL — ELLISON PARK IMPROVEMENTS C6.01 SCALE FEET JUSTINL.KANN P.E. : Wilimar@bolton-menk.com JLK 45 5 08/18/2021 & MENK Emailww.bolton-menk.com CLIENT PROL NG, BITUMINOUS PAVEMENT & CONCRETE WALK OW1123808 GENERAL STRUCTURAL NOTES: A. DESIGN DATA 1. DESIGN CODES —(ALL LATEST EDITIONS UNLESS NOTED) —AMERICAN CONCRETE INSTITUTE (ACI) —INTERNATIONAL BUILDING CODE (IBC) —LOCAL BUILDING CODE AMENDMENTS 2. DESIGN STRESSES —CAST—IN—PLACE CONCRETE f'c 4000 PSI —REINFORCING STEEL (ASTM A615, GRADE 60) fy 60,000 PSI 3. DESIGN LOADS —SNOW 42 PSF —LIVE 40 PSF 4. ASSUMED ALLOWABLE BEARING PRESSURE=2000 PSF B. SPECIAL INSPECTIONS DO NOT BUILD FOUNDATIONS OR SLAB ON THE TOPSOIL. PREPARE FOUNDATION SOILS AS FOLLOWS: 1. SURFACE COMPACT NATURAL SANDS BELOW THE FOUNDATION WITH A LARGE VIBRATORY COMPACTOR. 2. ANY FILLS MUST BE COMPACTED TO 95% OF STANDARD PROCTOR COMPACTION. 3. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC CHAPTER 17 FOR THE FOLLOWING PORTIONS OF CONSTRUCTION: a. SOILS ACCORDING TO SECTION 1705.6. b. CONCRETE CONSTRUCTION ACCORDING TO IBC TABLE 1705.3. C. GENERAL INFORMATION 1. CONSTRUCTION SHALL CONFORM TO MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION 2020 EDITI( 2. VERIFY OVERALL BUILDING DIMENSIONS, FLOOR DEPTH AND OTHER REQUIREMENTS WITH FINAL SELECTEI PREFABRICATED BUILDING. D. UNDERGROUND UTILITIES 1. COORDINATE CONDUIT LOCATIONS WITH BUILDING SHOP DRAWINGS, CONDUIT PLAN, ELECTRICAL AND PL( E. CAST—IN—PLACE CONCRETE 1. REINFORCING STEEL SHALL BE NEW. ALL BARS SHALL BE DEFORMED. 2. LOCATION AND SIZES OF OPENINGS, SLEEVES, ETC., REQUIRED FOR OTHER TRADES MUST BE VERIFIED TRADES BEFORE PLACING CONCRETE. 3. DETAILS, FABRICATIONS & PLACEMENT OF ALL REINFORCING SHALL BE IN ACCORDANCE WITH CRSI "MA STANDARD PRACTICE" & ACI -318, LATEST EDITION. 4. ALL EXTERIOR, EXPOSED CONCRETE INCLUDING FOUNDATION WALLS SHALL BE AIR ENTRAINED TO HAVE CONTENT OF 6% +/— 1% BY VOLUME 5. ALL STRUCTURAL CONCRETE TO HAVE A SLUMP OF 4" +/— 1" PRIOR TO ADDITION OF WATER—REDUCI ADMIXTURE. 6. MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT UNLESS NOTED OTHERWISE: — 3" FOR CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH — 2" FOR #6 BARS THRU #11 BARS IN CONCRETE EXPOSED TO EARTH OR WEATHER — 1 —1/2" FOR #5 BARS AND SMALLER IN CONCRETE EXPOSED TO EARTH OR WEATHER — 1 " FOR SLAB AND WALL REINFORCEMENT IN CONCRETE NOT EXPOSED TO EARTH OR WEATHER 7. MINIMUM LAPPED SPLICE LENGTH a. BAR SIZE #4 = 1'-8" B. BAR SIZE #4 = 2'-0" LAP NOTES: LAP SPLICE IS BASED UPON fc = 4000 PSI NORMAL WEIGHT CONCRETE, LAP CLASS "C" AND NONEPDXY COATED REINFORCEMENT WITH CONCRETE COVER 2db AND CENTER TO CENTER B SPACING >6d FOR CONDITIONS OTHER THAN ABOVE, PROVIDE LAP SPLICE LENGTH AS REQUII ACI 318. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN 1 MEMBER BELOW THE BAR. HORIZONTAL BARS IN WALLS SHALL BE PROVIDED WITH LAPS AS REQS FOR TOP BARS. ALL REINFORCEMENT BAR SPLICE LAP LENGTHS SHALL BE AS SHOWN UNLESS OTHERWISE NOTED. ALL SPLICES SHALL BE CONTACT SPLICES. J. ABBREVIATIONS BFE = BOTTOM FOOTING ELEVATION FFE = FINISHED FLOOR ELEVATION MIN = MINIMUM MAX = MAXIMUM OC = ON CENTER TFE=TOP OF FOOTING ELEVATION TYP = TYPICAL CONCRETE FOUNDATION I Project Name and Address ELLISON PARK IMPROVEMENTS 811 RIVER STREET EAST MONTICELLO, MN 55362 Project Sheet ELLISON PARK Date 7/30/2021 Scale ELLISON PARK S1 General Notes CITY OF Monticeflo ENGINEERING; DESIGN BY: RM PLAN BY: RM CHECK BY: ML z O� Q W L� D J —z D z W wQ C:)cn o z C.0D ao z LLJ LO Q � — w O �M< LLJ (n LLJ m =o�zz � I— w w : 01:�o4 z 0 Qa-Qz0 J LLJ = W z0LLJ z �a_OcnQ — w U_ (n LLJ �QiL�� 3: pr-- O w LLJ I-— w a- QE� CL = � Q Q:� =)z N �0(noLL_ o N m a- w O o LLJ w I-__ � III 0--- � U = n Q III w LLJ LLJw 3: z z _��UQ CD Q —00__J cn a_ o JDate No. Revision/Issue Project Name and Address ELLISON PARK IMPROVEMENTS 811 RIVER STREET EAST MONTICELLO, MN 55362 Project Sheet ELLISON PARK Date 7/30/2021 Scale ELLISON PARK S1 2 #4 CONTINUOUS AT TOP OF WALL #4 AT 12 )) n_C;_ FAC;H WAY BOTH SIDES OF WALL COORDINATE CONDUIT OPENINGS WITH PLUMBING AND ELECTRICAL PLANS A 2 #5 CONTINUOUS 2 #4 CONTINUOUS AT TOP OF WALL #4 AT 12 )) n_C;_ FAC;H It WAY CENTER IN WALL OPENINGS WITH PLUMBING AND ELECTRICAL PLANS 11 2 #5 CONTINUOUS COMPACT NATURAL SANDS BELOW FOOTING WATERPROOF JOINT SLOPE SLAB 4 BARS 12" OC POURED EXPANSION NON -COMPACTED GRANULAR EACH WAY BACKFILL 8" SLAB JOINT PER FOOT PRECAST BUILDING 44 DOWEL 12" OC I I I I I I I I I I I FI Y /p ° ° I FFE 916.10 2'— 4" TFE 915.60 2" CLEAR SPACE BFE 910.60 FOUNDAT1ON DETA1L 12°, WALL WATERPROOF JOINT a / � NON -COMPACTED GRANULAR BACKFILL rAJ PRECAST BUILDING FOUNDAT�ON DETA�L 8" WALL al PRECAST BUILDING STOOP NON -COMPACTED GRANULAR BACKFILL DETAJL 3' CORNER DETAIL a. • CITY OF MOic d.. .a . ENGINEERING DESIGN a PLAN BY: 4 a BY: ML z d d . p Q w PRECAST BUILDING FOUNDAT�ON DETA�L 8" WALL al PRECAST BUILDING STOOP NON -COMPACTED GRANULAR BACKFILL DETAJL 3' CORNER DETAIL Project Name and Address ELLISON PARK IMPROVEMENTS 811 RIVER STREET EAST MONTICELLO, MN 55362 PRECAST RESTROOM FOUNDATION DETAILS Project Sheet ELLISON PARK Date 7/30/2021 Scale ELLISON PARK General Notes CITY OF MOic ENGINEERING DESIGN BY: RM PLAN BY: RM CHECK BY: ML z 0 Q w LLD J ~ -z� Ill D a_ Qo (n o z zlwQQ[�� 00 — Lw 0 Q a- >- w (n z m w �Q o_JLJ_ z Q a- Q z 0 = w a 0w_ z ��O(n< U �Q� > (n �pr-- OwLIJ :2 w UI-— wQE� a- a- = i___ Q w N O (� LL o M LLJ 0 ao w��(n W ��U=Cn ~ w w Iw w 3: z z _ � U Q U Q —00_J_J cn a_ o No. Revision/Issue �I�Ej Project Name and Address ELLISON PARK IMPROVEMENTS 811 RIVER STREET EAST MONTICELLO, MN 55362 PRECAST RESTROOM FOUNDATION DETAILS Project Sheet ELLISON PARK Date 7/30/2021 Scale ELLISON PARK X111 PROJECT DIRECTORY OWNER: CITY OF MONTICELLO, MN CONTACT: TOM PAWELK PARKS SUPERINTENDENT TOM. PAWELK@CI.MONTICELLO. MN.US BUILDING PRODUCER: HUFFCUTT CONCRETE, INC. 4154 123RD STREET CHIPPEWA FALLS, WI 54729 715-723-7446 PROJECT MANAGER: REED SORENSEN RSORENSEN@HUFFCUTT.COM PROJECT ADDRESS: ELLISON PARK 811 EAST RIVER STREET MONTICELLO, MN 55362 BUILDING WEIGHT AND CUBIC YARDS CITY OF MONTICELLO,, MN - BIRCH MODULAR FLUSH TOILET BUILDING 0 00 0 z � z z o 0 o Z z w V z o Z w in V u [m a C7 w0 SECTION 1 SECTION 2 TOTAL FLOOR M 2.84 CU. DARDS M 11360 LBS. SLAB 0 4.54 CU. DARDS 0 181160 LBS. SEC. 1 M 16.68 CU. DARDS M 661720 LBS. WALLS M 6.55 CU. DARDS 0 261200 LBS. WALLS M 8.13 CU. DARDS 0 33M40 LBS. SEC. 2 M 17.07 CU. DARDS M 68F280 LBS. ROOF M 2.8 CU. MARDS M 111200 LBS. ROOF M 4.4 CU. MARDS M 17000 LBS. TOTAL 0 33.75 CU. []ARDS. M 135M00 LBS. TOTAL 0 12.10 CU. MARDS 0 48060 LBS. TOTAL 0 17.07 CU. MARDS 0 681.3280 LBS. FINISHES SCHEDULE CALL OUT FORMLINER TYPE COLOR COMMENTS INTERIOR COLOR SATIN ACRYLIC CUSTOM NP1 RHR LOWER EXTERIOR FIELDSTONE SATIN ACRYLIC HUFFCUTT CUSTOM STEEL LOWER EXTERIOR SANDBLAST BLACK ALDER SW3022 GROUP 1 2 LHR 3'-0" SATIN ACRYLIC BLACK ALDER 3022 YES COLUMN CORNER MEDIUM 34" BLACK ALDERSW3022 GROUP 1 LOWER T-0" SANDBLAST 3'-0" 6'-8" STEEL YES STEEL SATIN ACRYLIC BLACK ALDER 3022 BLACK ALDERSW3022 DOORTRIM MEDIUM UPPER EXTERIOR HORIZONTAL SATIN ACRYLIC CARIBOU SW3025 SHIPLAP UPPER EXTERIOR WOOD GRAIN SATIN ACRYLIC BLACK ALDER 3022 COLUMN CORNER ROOF SPLIT CEDAR SATIN ACRYLIC BLACK ALDER 3022 SHINGLE FLOOR AQUANIL PLUS 40 DOOR SCHEDULE CALL OUT SWING SIZE WIDTH HEIGHT DOOR MAT. LOUV. FRAME MAT. CORE THICK. COLOR HARDWARE 1 RHR 3'-0" 6'-8" STEEL YES STEEL LEVER 34 BLACK ALDER SW3022 GROUP 1 2 LHR 3'-0" 6'-8" STEEL YES STEEL LEVER 34" BLACK ALDERSW3022 GROUP 1 3 LHR 3'-0" 6'-8" STEEL YES STEEL LEVER 34" BLACK ALDERSW3022 GROUP2 HARDWARE GROUP 1 SCHLAGE ND MECH. LEVER CORRIDOR LOCK (ND73PD) RHODES (RHO) SATIN CHROME (US26D) REESE ENTERPRISES SADDLE THRESHOLD (S204A) ALUMINUM REESE ENTERPRISES NYLON BRUSH DOOR SWEEP (962C) ALUMINUM REESE ENTERPRISES RAIN DRIP (R201A) ALUMINUM IVES FULL MORTISE HINGES (5661), NON -REMOVABLE PINS (NRP), STAINLESS STEEL (A5112) FALCON DOOR CLOSER (SC70A) W/HEAVY DUTY CLOSER HES 7500 SERIES ELECTRIC STRIKE WITH STRIKE GUARD HARDWARE GROUP 2 SCHLAGE ND MECHANICAL LEVER STOREROOM LOCK (ND80PD) RHODES (RHO) SATIN CHROME (US26D) WITH STRIKE GUARD REESE ENTERPRISES SADDLE THRESHOLD (S204A) ALUMINUM REESE ENTERPRISES NYLON BRUSH DOOR SWEEP (962C) ALUMINUM REESE ENTERPRISES RAIN DRIP (R201A) ALUMINUM IVES FULL MORTISE HINGES (5661), NON -REMOVABLE PINS (NRP), STAINLESS STEEL (A5112) FALCON DOOR CLOSER (SC70A) W/HEAVY DUTY CLOSER SPACE FOR SHIMS AND SQUARING g" x 6" x 6" LONG 36 KSI STEEL PLATE W/14"x 3" HEADED 3" 3" NELSON STUDS @ 4" GA SIDE VIEW - CONC. VOIDTO EXPOSE WELD PLATE q" @ P' MIN. AROUND a" q' @ 7" MIN. AROUND PERIMETER OF 2" x 3'• PERIMETER WELD PLATE _ WELD PLATE 19 81011MICYTA WELD PLATE CONNECTION DETAILS (TYP.) z LL 0 0 U tz J w ULu TU � 0 oz qzt5p L A1.00 CITY OF MONTICELLO,, MN 4000 — BIRCH MODULAR FLUSH TOILET BUILDING INTERIOR HARDWARE SCHEDULE DESCRIPTION COMPANY SIZE MODEL QTY. GRAB BAR BRADLEY 18" 812-001-18-02 2 GRAB BAR BRADLEY 36" 812-001-36-02 2 GRAB BAR BRADLEY 42" 812-001-42-02 2 TOILET PAPER HOLDER ROYCE ROLLS 3 ROLL CTP -3 (W/LOCK & KEY) 3 MIRROR BRADLEY 18" x 36" 781-1836-2 2 ACCESSIBILITY NOTES AND REQUIREMENTS (IBC CHAPTER 11 AND ANSI A117.1-2009) GENERAL: ALL DOORS 32" MIN. CLEAR WIDTH, AND %2' MAX. THRESHOLD. ALL DOORS TO HAVE LEVER HANDLES @ 34" TO 48" ABOVE FINISHED FLOOR. PROVIDE 18" MIN. CLEAR TO LATCH SIDE OF ENTRANCE DOORS ON PULL SIDE, 12" TO PUSH SIDE. ALL SWITCHES, RECEPTACLES, OUTLETS, AND CONTROLS TO BE 15" TO 44" HIGH, AND SHALL BE OPERABLE WITH ONE HAND. INSTALL PROTECTIVE COVERING ON ALL EXPOSED PIPES. RESTROOM: PROVIDE 6" MIN. WATERPROOF BASE TRIM. MIN. 30" x 48" CLEAR SPACE IN FRONT OF ALL BATH FIXTURES. GRAB BARS: ALL GRAB BARS SHALL BE 1 Y2" DIAMETER STAINLESS STEEL. SPACE BETWEEN GRAB BAR & ADJACENT WALL, OR PARTITIONS, SHALL BE 1 Y2". FASTENERS AND MOUNTING SUPPORTS SHALL WITHSTAND 250 LB MIN. POINT LOAD. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. WATER CLOSETS: - HEIGHT OF WATER CLOSET SHALL BE 17"-19" MIN. ABOVE FINISHED FLOOR. URINAL: URINAL RIM TO BE 17" MAX ABOVE FINISHED FLOOR 1312" MIN. DEPTH FROM OUTER FACE OF URINAL TO BACK OF FIXTURE s in m m s l7 TOILET PAPER HOLDER TOILET INFORMATION 36" MIN. GRAB BAR VENT SCHEDULE CALL OUT SIZE MATERIAL SCREEN OR LOUVERS QTY. COMMENTS WIDTH HEIGHT V1 18" 18" 18 GA. CRS INVERTED SPLIT „Y„ 3 DOOR VENTS MIXING VALVE WINDOW SCHEDULE CALL OUT SIZE COMPANY EXT. COLOR GLASS OR VINYL BUG SCREEN COMMENTS QTY. WIDTH HEIGHT W1 30" 18" PARCO MOCHA TEMPERED/ OBSCURE GLASS OPERABLE 6 ELECTRICAL SCHEDULE DESCRIPTION COMPANY MODEL QTY. LOAD CENTER CH 200 AMP 42 POLE SINGLE PHASE 1 HAND DRYER MURDOCK SUPER SECURE 1118 SERIES 2 EXHAUST VENT FAN SOLER & PALAU TD -200 1 EXHAUST VENT COVER SOLER & PALAU BOR/BOC 4 MOTION SENSOR ACUITY CONTROLS CMR 9 2 RR INTERIOR LIGHTS RAB VANlLED12W 6 MECHANICAL LIGHT LITHONIA 4' FLORESCENT 2 LED REPLACEMENT BULBS SYLVANIA SUBSTITUBE LED T8 4 EXTERIOR LIGHTS RAB WPTS 70 1 CONDUIT EMT N/A N/A OUTLETS & SWITCHES LEGRAND N/A N/A 18" MIN. Z ELECTRIC HAND DRYERS MIRROR > MIN. (OPTIONAL) a 17 T.P. x 472' p MIN. v � v 1 THERE SHALL BE NO SHARP CORNERS ORMAX'I ABRASIVE SURFACES UNDER LAVATORIES. SINK INFORMATION 27" MAX. CONTROL AREA 18" GRAB BAR GRAB BAR 6" Z 27" MAX 1'_8$" MAX. ¢ 6" 5'-6" 6" m MAX. MAX. v m a 6'-6" t7 FOLDING SEAT SIDE VIEW BACK VIEW SHOWER INFORMATION PLUMBING SCHEDULE DESCRIPTION COMPANY MODEL QTY - SEDIMENT FILTER RUSCO 2-100-F 1 WATER HEATER BRADFORD WHITE RE120U6 (19 GAL) 1 MIXING VALVE WATTS LFMMV-US-M1 2 SINK KOHLER K1728 2 FAUCET SLOAN SF -2300 (MOTION ACTIVATED) 2 SINK DRAIN PROFLO PFGD100 2 P TRAP PROFLO PF200WH 2 TOILET SEAT BEMIS 1955CT 3 TOILET KOH LER K4323 3 TOILET CARRIER (RIGHT) ZURN Z1203-NR4 1 TOILET CARRIER (LEFT) ZURN Z1203-NL4 2 TOILET FLUSH VALVE SLOAN 952 3 URINAL KO H LE R K4991 -ER 1 URINAL FLUSH VALVE SLOAN 995 1 INTERIOR HOSE BIB WOLVERINE BRASS 50259 2 MOP SINK PROFLO PFMB2424 1 MOP SINK FAUCET CHICAGO FAUCETS 835CP 1 FLOOR DRAIN SIOUX CHIEF 842-2PNR 5 3" MAX. , 2'-lO2 SEAT VIEW MAX. 0 z� O 0 so 0 V N 0 z z z 0 � � am CC 0 0 j C7 z J ,n z F 0 Z w vwi V Z Y � m Q L7 w 0 Z)crZ== cn o w v a CITY OF MONTICELLO,, MN 4000 - BIRCH MODULAR FLUSH TOILET BUILDING 5" CONCRETE ROOF PANELS WITH CED AR SHAKE SHINGLE APPEARANCE COLOR: BLACK ALDER 3022 1 FLOOR PLAN SCALE:1/6'=1'0 12 WEEPY ELEVATION FORM LINER: C FORM COLC FOR COLOF FORM LINER: COLOR: I nFRONT ELEVATION s�ALE 1/A"=l..o.. I IT 11 11 IT 1 11 IT 11 1111 11 IIITII WITH III IT 11 11 IT 11 1111 11 1111 11 1111 11 11 IT 11 11 111 8.. B.. a REAR ELEVATION EXTERIOR PHOTO EYE EXTERIOR LIGHT (TYPICAL) AL� DOOR COLOR: ❑ DOOR COLOR: ❑ DOOR COLOR: BLACK ALDER BLACK ALDER BLACK ALDER SW3022 SW3022 SW3022 0 0 o- m is im (1.1 1!TELEVATION CITY OF MONTICELLO,, MN 4000 - BIRCH MODULAR FLUSH TOILET BUILDING 16'-3z" 6'-1q' 10'-14" 3..3.. 2-104 3'-3.. P_0.. 2._4.. 5'-94 LAB 1 SLAB 3.. 3.. 2 -104 3'-3" 4._4.. S'- 4 6'-1q" 10'-14" IT_ DATION/FLOOR OPENING PLAN 2'-0" 3" 3" V-6" CHASE WALL 1 i" DIA. tiN DRAIN VENT AN 2" DIA. ELEC. q - MAIN IN^� rvN 1 }" DIA. CHASE WALL 9" 3" DRAIN VENTS 3- 2"Dia Elec .,E ENING "B" � OPENING "A' out �ti 0 1A 2A PEAK PEAK MAIN IN 0 0 1B 2B DRAIN VENTS lA CHASE 4" DIA. WASTE DRAIN lE 7 OPENING "C" 2E WOMEN 2H WOMEN GRADE BEAM/FROST WALLS &INTERIOR SUPPORT WALLS TO BE SIZED PER 2D MEN SITE sou mNDlnoNs �a �a mn� 0 iV 12" DIA. BLOCKOUT 12" DIA. BLOCKOUT O m 1'-103.. 2.4. 2._3.. 4._2.. 1._6.. 4._�. O CHASE WALI O o Ao0 CHASE WALL NN CHASE C o G 9^ 12" DIA. BLOCKOUT V BLOCKOUT O - N 0 o B e0 D 1.5 0 - CHASE WALL CHASE WALL 2'-44" 4.44.. 1._0.. 2'-9" 1 4'-10.. 1._0.. 0 12" DIA. BLOCKOW 0 12" DIA. B-0/% �a M�V O ^ WOMEN ^ LAB 1 SLAB 3.. 3.. 2 -104 3'-3" 4._4.. S'- 4 6'-1q" 10'-14" IT_ DATION/FLOOR OPENING PLAN 2'-0" 3" 3" V-6" CHASE WALL 1 i" DIA. tiN DRAIN VENT AN 2" DIA. ELEC. q - MAIN IN^� rvN 1 }" DIA. CHASE WALL 9" 3" DRAIN VENTS 3- 2"Dia Elec .,E ENING "B" � OPENING "A' out �ti 0 1A 2A PEAK PEAK MAIN IN 0 0 1B 2B (1ROOF PANEL REFERENCE PLAN SCALE: PEAK 12 3 16 13',4 5 „ 16 — CTI 8" mlio EAVE ro 24'-92" (SQUARE OFF) (1ROOF PANEL REFERENCE PLAN (SECTION) 4" DIA. WASTE DRAIN 1'-6" 9" T' 2" 4" a (2) 1 o DIA. ti DRAIN VENTS 3" 3" 2" L 4" n, ENING "D" 18,2B 2" DIA. WATER 4 MAIN IN MEN 1 }" DIA. D DRAIN VENTS lA CHASE 4" DIA. WASTE DRAIN lE 7 OPENING "C" a (2) 1 o DIA. ti DRAIN VENTS 3" 3" 2" L 4" n, ENING "D" 18,2B MEN 2G MEN <1F,BACK LC VIEW D 18� lA CHASE CHASE 0 lE 2A BACK VIEW 2E WOMEN 2H WOMEN 1D 2D nWALL PANEL REFERENCE PLAN 6CALE:3/16"=1'-0" FLOOR SLAB --i/ 12" DIA. FLOOR SLAB BLOCKOUT FLOOR DRAIN GROUT ' (FIELD INSTALLED) oll (FIELD INSTALLED) 2" DIA. DRAIN PIPE W/ P -TRAP (BY CUSTOMER) STUB UP 12" ABOVE GRADE (10PENING "G" SCALE:1" =1'-D" CITY OF MONTICELLO, MN 4000 -BIRCH MODULAR FLUSH TOILET BUILDING 2" conduit stub to east park pedestals, and N.E. shelter. 2" conduit stub to North pedestal 2" conduit stub, feed back Log Pavilion. Conduit stub assignments leaving new structure 2" conduit stub, to Main Service Pedestal MODULAR BUILDINGS FOUNDATION ' BUILDING CODES tr r r MECHANICAL ROUGH IN SITE ACCESS - - r +� 501• SAFETY - INSTALLATION ri SHIPPING AND HANDLING ADJUSTMENTS AND REPAIR WARRANTY Huffcutt Concrete, Inc. We believe in protecting your investment and the ong ife cyc e of your bui ding, HH FF C ITT r- �nr MF F.InE i www.huffcutt.com FOUNDATION You will be responsible for providing a suitable foundation for the modular building. Modular sections range in weight from 50,000# to 80,000# Frost walls or grade beams are acceptable but you will need to determine your soil conditions and local building codes. We believe in protecting your investment and the long life cycle of your building. Why short change the foundation? Huffcutt Concrete, Inc. www.huffcutt.com ■ 7 F� HU FFCUTT r,i)nr,PETE.lilr, BUILDING CODES It will be your responsibility to comply with any codes, permits, and special requirements. We can incorporate any special requirements into your building as long as you inform us prior to building manufacture. Some special requirements may incur an additional charge. Start talking to us early so we can work together on these requirements. Huffcutt Concrete, Inc. I FI HUFFUTT r,PnCQETE.Inr, W4� - - -2.-n- W- FLOOR PLAN mm �-- - 11- TNITIL IL 11-1 NENI 1 11- www.huffcutt.com - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VENT ,e . DR.� s. FLOOR OPENING 'B' O 'y T." FLOUR OPENING w; aFIE. ... 1-1'1�.N T11E.) (,T- - '01 \1 --- - -------- L --- --------------- FLE.R E_ T MLI - �NIATIONIFLOOI OPENVII 1:NN­ FLOOR OPENING 'D' s— — - — MECHANICAL ROUGH IN You will be responsible for roughing in the plumbing supply lines, waste line, electrical, floor drains, and plumbing vent lines. We will provide you with a mechanical rough in drawing showing where these pipes need to come through the floor slab(s). Huffcutt Concrete, Inc. rEi HU FFCUTT r, Inr,PETE.lilr, www.huffcutt.com w MECHANICAL ROUGH IN Continued Huffcutt Concrete, Inc. F� HUFFCUTT,., www.huffcutt.com SITE ACCESS You will be responsible for providing clear access for a crane and semis. These vehicles can weigh in excess of 100,000#. Clear access requires sufficient turning and maneuvering radius, suitable soil or provided alternatives to support these vehicles under their own power, and free of overhead obstacles (including power lines). Additional charges may apply if reasonable means are not used. Huffcutt Concrete, Inc Cranes and large precast components require the respect and attention of everyone on the job site gFl(:HUFFCUTT r,PInrRETE.InC www.huffcutt.com I SAFETY Safety is everyone's responsibility. A safety meeting should be held before any setting begins. Dangerous areas identified, what PPE should be worn, who will be providing signals and a system of communication between workers and the signal person. Each jobsite is different and specific jobsite safety concerns should be identified, never assume someone knows them. Cranes and large precast components require the respect and attention of everyone on the jobsite. Huffcutt Concrete, Inc. F1 HUFFCUTT. www.huffcutt.com INSTALLATION You will be responsible for the above mentioned items and the crane rental. In addition you will need to have someone onsite who is knowledgeable, has the authority to make a decision, and the resources available to make a change in these areas during setting. No jobsite is perfect and a cooperative effort between parties must be maintained. We will provide the crew to set the modular building sections. We will perform the final caulking, ridge cap, paint touch up (weather permitting), and shipping and handling adjustments and repair. You will be responsible for the final onsite mechanical connections in the building. These include water supply line, wastewater line, plumbing vent lines, electrical connection to the service panel, and any tightening of fittings that may have loosened during shipping and handling. Huffcutt Concrete, Inc. F� HUFFCUTT. www.huffcutt.com SHIPPING AND HANDLING ADJUSTMENTS AND REPAIR Each restroom module is assembled, fitted, and completed in our NPCA Certified Plant. The modules are then separated and loaded onto semis for transportation to your jobsite. They are each handled again and placed together on your foundation. During this process you can expect adjustments and repairs to be needed. Items that can be affected are: doors, caulk joints, lifting points, and minor cracking. Our crew will make these adjustments and repairs or make sure your crew has a sufficient working knowledge to complete these tasks. Huffcutt Concrete, Inc. Fl HUFFCUTT.. WARRANTY Huffcutt Concrete shall provide a warranty against defect in material or workmanship for a period of 20 years on all precast concrete components manufactured at our facility. The warranty is valid only when the precast concrete is used within the specified loadings. Furthermore, said warranty includes only the related material necessary for construction and fabrication of said concrete components. If found defective, Huffcutt Concrete will, at its option, repair or replace any concrete component of the building. Upon receipt and approval of the delivered building - troubleshooting, installation, repair and shipping are the responsibility of the end user, unless otherwise agreed upon in writing between Huffcutt Concrete and end user. www.huffcutt.com Non -concrete components are defined as any item not manufactured by Huffcutt Concrete and include, but not limited to, the following categories: electrical, plumbing, interior finishing, flooring, air circulation, security or entry. Any non -concrete component found to be defective shall be covered by the manufacturer's standard warranty of said non - concrete component. All troubleshooting, installation, repair and shipping of non -concrete components are the responsibility of the end user. Project Manual for 2021 Ellison Park Improvements City of Monticello CITY OF Monticello City of Monticello 505 Walnut Avenue, Suite 1 Monticello, Minnesota 55362 Phone: 763-295-2711 Fax: 763-295-4404 TABLE OF CONTENTS TITLE SHEET CERTIFICATION TABLE OF CONTENTS BIDDING REQUIREMENTS AND CONTRACT FORMS SPECIFICATIONS DIVISION 1 — GENERAL REQUIREMENTS DIVISION 2 — TECHNICAL SPECIFICATIONS DRAWINGS (UNDER SEPARATE COVER) Civil plans dated 8/18/2021 Foundation plans 7/30/2021 Huffcut Drawings CITY OF MONTICELLO GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES HUFFCUT MATERIAL SHOP DRAWINGS 2021 Ellison Park Improvements Project Manual TABLE OF CONTENTS CERTIFICATION hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota. i Matthew Leonard Date: August 19, 2021 2021 Ellison Park Improvements Project Manual Lic. No. 45886 CERTIFICATION REQUEST FOR BIDS 2021 Ellison Park Improvements FOR THE CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA NOTICE IS HEREBY GIVEN that sealed bids will be received by the City of Monticello, Wright County, Minnesota. Bids will be received online through QuestCDN until 11:00 a.m. local time, Thursday, September 2"d, and will be publicly opened online and read at 505 Walnut Street Monticello by representatives of the City of Monticello. Said proposals for the furnishing of all labor and materials for the construction, complete in-place, of the following approximate quantities: 90 CY SELECT GRANULAR BORROW 123 SQ YD BITUMINOUS PATCH 2425 SF 6" CONCRETE WALK 1 LS REMOVE RESTROOM BUILDING AND FOUNDATION INSTALL PRECAST RESTROOM BUILDING INCLUDING 1 LS FOUNDATION, PLUMBING, ELECTRICAL (HUFFCUT BUILDING TO BE SUPPLIED BY CITY) The provisions of Minn. Stat. 16C.285 Responsible Contractor are imposed as a requirement of this contract. All bidders and persons or companies providing a response/submission to the Advertisement for Bids/RFP of the City shall comply with the provisions of the statute. The bids must be submitted on the Proposal Forms provided in accordance with the Contract Documents, Plans, and Specifications as prepared by the City of Monticello, which are on file with the City Administrator of Monticello and may be seen at the office of the City Administrator. Complete digital project bidding documents are available www.questcdn.com. You may view the digital plan documents for free by entering Quest project # 7982599 on the website's Project Search page. Documents may be downloaded for $15.00. Please contact QuestCDN.com at 952-233-1632 or info@questcdn.com for assistance in free membership registration, viewing, downloading, and working with this digital project information. A paper set and electronic set of Proposal Forms, Plans, and Specifications may be obtained from the City of Monticello, 505 Walnut Street, Suite 1, Monticello, MN 55362. Bids will only be accepted by Contractors who purchase Bidding Documents as specified above. For this project, the City will only be accepting online electronic bids through QuestCDN. Bids must be accompanied by a certified check or bid bond made payable to the City of Monticello for at least (5%) of the amount of the Proposal, to be forfeited as liquidated damages in the event that the bid be accepted and the bidder fail to enter promptly into a written contract and furnish the required bond.. Bidders will be required to pay a fee of $30 via the QuestCDN website at time of submitting a bid. The City of Monticello reserves the right to reject any or all bids, to waive any informalities in the bidding, and to accept any quoting to be in the best interest of the City of Monticello. No bid may be withdrawn within sixty (60) days of the bid opening. Please contact the following person for more information or to request a proposal form, plans and specifications: Ryan Melhouse, Project Engineer Phone — 763-271-3227 E-mail - ryan.melhouse@ci.monticello.mn.us DATED: August 9, 2021 PUBLISHED IN THE: Monticello Times August 12, 2021 2021 Ellison Park Improvements ADVERTISEMENT FOR BIDS Bidder: Address: Telephone No.: City, State, Zip: Fax No.: PROPOSAL FORM 2021 Ellison Park Improvements Opening Time: 11:00 a.m. Local Time Opening Date: Thursday, September 2, 2021 City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Dear Council Members: 1. The following proposal is made for furnishing and installing all labor and materials necessary for the 2021 Ellison Park Improvements, for the City of Monticello, Minnesota. 2. The undersigned certifies that the Contract Documents listed in the Instructions to Bidders have been carefully examined, and that the site of the work has been personally inspected. The undersigned declares that the amount and nature of the work to be done is understood, and that at no time will misunderstanding of the Contract Documents be pleaded. On the basis of the Contract Documents, the undersigned proposes to furnish all necessary apparatus and other means of construction, to do all the work and furnish all the materials in the manner specified, and to accept as full compensation therefore the sum of the various products obtained by multiplying each unit price herein bid for the work or materials, by quantities thereof actually incorporated in the completed project, as determined by the Owner. The undersigned understands that the quantities mentioned herein are approximate only, and are subject to increase or decrease, and hereby proposes to perform all work as either increased or decreased, in accordance with the provisions of the specification, at the unit prices bid in the following proposal schedule, unless such schedule designates lump sum bids. 3. RESPONSIBLE CONTRACTOR: The provisions of Minn. Stat. 16C.285 are imposed as a requirement of this contract. All bidders and persons or companies providing a response/submission to the Advertisement for Bids/RFP of the City shall comply with the provisions of the statute. a. Any prime contractor or subcontractor that does not meet the minimum criteria established for a "responsible contractor" as defined in Minn. Stat. § 16C.285, subd. 3, or fails to verify that it meets those criteria is not a responsible contractor and is not eligible to be awarded a construction contract for the Project or to perform work on the Project. b. A responding contractor shall submit to the City a signed statement under oath by an owner or officer verifying compliance with each of the minimum criteria in clauses (1)-(6) of Minn. Stat. § 16C.285, subd. 3, at the time that it responds to this solicitation document. A responding contractor must also submit a list of first-tier subcontractors it intends to retain on the project, at the time that it responds to this solicitation document. c. Prior to being awarded a contract, the apparent successful prime contractor must submit a supplemental verification under oath confirming that all subcontractors and motor carriers meet the minimum criteria of Minn. Stat. § 16C.285, subd. 3. The apparent successful prime contractor has an ongoing duty to submit supplemental verification forms for each additional subcontractor retained for the project. d. A false statement under oath verifying compliance with any of the minimum criteria shall make the prime contractor or subcontractor that makes the false statement ineligible to be awarded a construction project and may result in termination of a contract awarded to a prime contractor or subcontractor that submits a false statement. 4. PROPOSED SCHEDULE: The Bidder agrees to perform all work described in the specifications and shown on the plans for the following unit prices: Pae 1 J.ICityImprovement Projects12021Projects0isonPark0esignInfolSpecificationsl Page 5a. PROPOSAL FORM First Page -Last Page Ellison Puk Improvements Item No. Item Notes Units Quantity Unit Price Total Price 1 MOBILIZATION LS 1 2 REMOVE BITUMINOUS PAVEMENT SQ YD 123 3 REMOVE CONCRETE WALK SQ YD 172 4 REMOVE RESTROOM BUILDING AND FOUNDATION 1 LS 1 5 1" COPPER WATER SERVICE LS 1 6 4" SANITARY SERVICE LIN FT 2S 7 JINSTALL PRECAST RESTROOM BUILDING 21 LS 1 8 SELECT GRANULAR BORROW 3 CU YD 90 9 BITUMINOUS PATCH SQ YD 123 10 6" CONCRETE WALK SQ FT 2425 11 TRUNCATED DOMES SQ FT 30 12 INSTALL DISABLED PARKING SIGN EACH 2 13 SILT FENCE TYPE PRE -ASSEMBLED LIN FT 125 14 ICOMMON TOPSOIL BORROW CU YD 22 15 4" SOLID LINE PAINT (WHITE) LIN FT 68 16 1PAVEMENT MESSAGE PAINT (WHITE) (HANDICAP SYMBOL) EACH 2 GRAND TOTAL: $ NOTES: 1) BUILDING REMOVAL INCLUDES DISCONNECTION OF WATER AND SEWER SERVICES 2) BUILDING INSTALLATION INCLUDES EXCAVATION, SUBSOIL PREPARATIONS, CONCRETE FOUNDATION WALL FOOTING, STOOP FOOTING AND SLAB, UTILITY CONDUITS, ALL REQUIRED SITE PLUMBING AND UTILITY SERVICE CONNECTIONS, INSTALLATION AND BACKFILLING. INCLUDES COMMON EXCAVATION FOR 12" SAND SECTION IN WALK ALL GRADING AND EXCAVATION WORK INCIDENTALTO PROJECT ALL SEEDING TO BE COMPLETED BY CITY PROJECT SPECIFICATIONS The following specifications shall govern this project according to the following order: -2021 Ellison Park Improvement Specifications - City of Monticello General Specifications and Standard Detail Plates April 2017 Standard General Conditions of the Construction Contract (EJCDC) MnDOT Standard Specifications for Highway Construction (2020 Edition) CEAM Specification (2018 Edition) Work shall be completed as follows: No work shall commence prior to a notice to proceed by the City. The project shall be completed by June 1, 2022. 2021 Ellison Park Improvements 5. The basis of award of the Contract will be on the Total Base Bid. The City reserves the right to reject any or all bids. The award of Contract will be made within 60 calendar days after opening of bids to the lowest responsive, responsible Bidder of the Base Bid. The Owner reserves the right to delete any item prior to final contract. 6. The undersigned further proposes to execute the Contract Agreement and to furnish satisfactory bond within ten (10) days after notice of the award of contract has been received. The undersigned further proposes to begin work as specified, to complete the work on or before date specified, and to maintain at all times performance and payment bonds, approved by the Owner, in an amount equal to the total bid. 7. In submitting this proposal, it is understood that the right reserved by the Owner to reject any or all quotes and to waive informalities. 8. In submitting this proposal, the Undersigned acknowledges receipt of and has considered the following Addenda issued to the Contract Documents: Addendum No. Dated Addendum No. Dated Addendum No. Dated Addendum No. Dated Signed If any Addenda are required as determined by the Owner, it is the responsibility of the Contractor to verify the issuance and receipt of any Addenda, and to properly acknowledge such Addenda in the appropriate location on the Proposal Form. 9. If a corporation, what is the state of incorporation? 10. If a partnership, state full name of all co-partners. Official Address Firm Name M (An Authorized Signature) Date: Title J:ICHy Improvement Projects12021 ProjectslEllison Park0esign InfolSpecificationsl Page 5 5a. PROPOSAL FORM First Page -Last Page AFFIDAVIT AND INFORMATION REQUIRED OF BIDDERS Affidavit of Non -Collusion: hereby swear (or affirm) under the penalty for perjury: (1) That I am the bidder (if the bidder is an individual), a partner in the bidder (if the bidder is a partnership), or an officer or employee of the bidding corporation having authority to sign on its behalf (if the bidder is a corporation). (2) That the attached bid or bids have been arrived at by the bidder independently, and have been submitted without collusion with, and without any agreement, understanding, or planned common course of action with, any other vendor of materials, supplies, equipment or services described in the invitation to bid, designed to limit independent bidding or competition; (3) That the contents of the bid or bids have not been communicated by the bidder or its surety on any bond furnished with the bid or bids, and will not be communicated to any such person prior to the official opening of the bid or bids; and (4) That I have fully informed myself regarding the accuracy of the statements made in this affidavit. Signed Firm Name Firm Address Firm Phone Number Subscribed and sworn to before me this day of 120 Notary Public My commission expires: 120 Bidder's E.I. Number: (Number used on employer's quarterly federal tax return, U.S. Treasury Department Form 941): Fair Trade Items: List below each item upon which a bid is made, the price of which is affected by a resale price maintenance or "fair trade" contract between the bidder and the person or firm supplying the item to the bidder. (Use reverse side if necessary.) 2021 Ellison Park Improvements AFFIDAVIT INITIAL CONTRACTOR VERIFICATION OF COMPLIANCE By signing this document I certify that I am an owner or officer of the company, and I swear under oath that: Date: My company meets each of the minimum criteria in subclauses (1) — (6) of Minn. Stat. § 16C.285, subd. 3, the Responsible Contractor statute. The undersigned understands that a failure to meet or verify compliance with the minimum criteria established for a "responsible contractor" as defined in Minn. Stat. § 16C.285, subd. 3, renders a bidder ineligible to be awarded a construction contract for the Project or to perform work on the Project. The undersigned understands that a false statement under oath verifying compliance with any of the minimum criteria shall make the undersigned, ineligible to be awarded a construction project and may result in termination of a contract awarded to the undersigned. A contracting authority shall not be liable for declining to award a contract or terminating a contract based on a reasonable determination that the contractor failed to verify compliance with the minimum criteria or falsely stated that it meets the minimum criteria. The undersigned understands that, if the undersigned is the apparent low bidder, the undersigned will be required to submit a supplemental verification under oath as a condition precedent to the execution of the contract. If the undersigned fails to provide the required supplemental verification, it could forfeit its bid bond. have attached a list of all of my company's first-tier subcontractors that it intends to retain for work on the project. Contractor: By Signature Its (please print name) (please sign name) INITIAL VERIFICATION 2021 Ellison Park Improvements SUBCONTRACTORS LIST PROJECT TITLE: Attach Additional Sheets if Necessary Contractor: By Signature Its (please print name) (please sign name) SUBCONTRACTORS LIST 2021 Ellison Park Improvements AGREEMENT CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AGREEMENT made this day of , 20 , between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and , a corporation organized and existing under the laws of the State of ("Contractor"). IN CONSIDERATION OF THE MUTUAL UNDERTAKINGS HEREIN CONTAINED, THE PARTIES AGREE AS FOLLOWS: 1. CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents", all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement B. Specifications dated C. Quote dated In the event of conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts with Contract Document "A" having the first priority and Contract Document "C" having the last priority. 2. OBLIGATIONS OF THE CONTRACTOR. The Contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. 3. OBLIGATIONS OF THE CITY. The City shall pay the Contractor the sum of $ . The City is exempt from paying sales tax for purchase of materials. 4. SOFTWARE LICENSE. If the equipment provided by the Contractor pursuant to this Contract contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. 5. ASSIGNMENT. Neither party may assign, sublet, or transfer any interest or obligation in this Contract without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. 6. TIME OF PERFORMANCE. The Contractor shall complete its obligations on or before Contract and Owner recognize that time is of the essence of this Agreement and that Owner will suffer financial loss if the Work is not completed within the times specified above, plus any extensions thereof allowed. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty), Contractor shall pay Owner $ for each calendar day that expires after the time specified in above for completion until the Work is complete. Daily costs are based on MnDOT Table 1807-1, "Schedule of Liquidated Damages as follows: TABLE 1807-1 SCHEDULE OF LIQUIDATED DAMAGES Original Contract Amount From More Than To and Including $ $ Charge Per Cal. Day $ 0 25,000 75 25,000 50,000 125 50,000 100,000 250 100,000 500,000 500 500,000 1,000,000 750 1,000,000 2,000,000 1,250 2,000,000 5,000,000 1,750 5,000,000 10,000,000 2,500 10,000,000 ---- 3,000 7. PAYMENT. When the obligations of the Contractor have been fulfilled, inspected, and accepted, the City will pay the Contractor. Such payment shall be made not later than thirty (30) days after completion, certification thereof, and invoicing by the Contractor. The following documentation is required for releasing final payment: 1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC 134 forms). 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers, if any). 3. Consent of Surety to Final Payment certification from the contractor's surety. 4. A two-year warranty. 8. PROMPT PAYMENT TO SUBCONTRACTORS. Pursuant to Minnesota Statute 471.25, Subdivision 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor's receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of one and one-half percent (11/2%) per month or any part of a month to subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from the Contractor shall be awarded its costs and disbursements, including attorney's fees, incurred in bringing the action. 9. CONTRACTOR'S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Contract Documents and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the site. E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Contract Documents, and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. K. Subcontracts: (1) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the Owner the names of the Subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the Owner. (2) The Contractor is responsible to the Owner for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. (3) The Contract Documents shall not be construed as creating any contractual relation between the Owner, the Engineer, and any Subcontractor. (4) The Contractor shall bind every Subcontractor by the terms of the Contract Documents. 9. WORKER'S COMPENSATION. If Contractor does public work, the Contractor shall obtain and maintain for the duration of this Contract, statutory Worker's Compensation Insurance and Employer's Liability Insurance as required under the laws of the State of Minnesota. 10. COMPREHENSIVE GENERAL LIABILITY. Contractor shall obtain the following minimum insurance coverage and maintain it at all times throughout the life of the Contract, with the City included as an additional name insured: Bodily Injury: $2,000,000 each occurrence $2,000,000 aggregate, products and completed operations Property Damage: $2,000,000 each occurrence $2,000,000 aggregate Products and Completed Operations Insurance shall be maintained for a minimum period of three (3) years after final payment and Contractor shall continue to provide evidence of such coverage to City on an annual basis during the aforementioned period; or if any reason Contractor's work ceases before final payment, for a minimum period of three (3) years from the date Contractor ceases work. Property Damage Liability Insurance shall include coverage for the following hazards: X (Explosion) C (Collapse) U (Underground) Contractual Liability (identifying the contract): Bodily Injury: $2,000,000 each occurrence Property Damage: $2,000,000 each occurrence $2,000,000 aggregate Personal Injury, with Employment Exclusion deleted: $2,000,000 aggregate Comprehensive Automobile Liability (owned, non -owned, hired): Bodily Injury: $2,000,000 each occurrence $2,000,000 each accident Property Damage: $2,000,000 each occurrence 11. PERMITS AND LICENSES; RIGHTS-OF-WAY AND EASEMENTS. The Contractor shall procure all permits and licenses, pay all charges and fees therefore, and give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of-way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City's not timely obtaining rights-of-way or easements. 12. DATA PRACTICES/RECORDS. A. All data created, collected, received, maintained, or disseminated for any purpose in the course of this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. B. All books, records, documents, and accounting procedures and practices of the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City. 13. WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the quote shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held responsible for any and all defects in workmanship, materials, and equipment which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty part or parts and damage done by reason of the same in accordance with the bid specifications. If the Contract requires, or the Contractor desires, the use of any design, device, material or process covered by letters, patent or copyright, trademark or trade name, the Contractor shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the Owner. If no such agreement is made or filed as noted, the Contractor shall indemnify and hold harmless the Owner from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the Project agreed to be performed under the Contract, and shall indemnify and defend the Owner for any costs, liability, expenses and attorney's fees that result from any such infringement. 14. INDEMNITY. The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of reasonable attorney's fees it may incur as a result of any such claims. 15. WAIVER. In the particular event that either party shall at any time or times waive any breach of this Contract by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Contract by either parry, whether of the same or any other covenant, condition, or obligation. 16. GOVERNING LAW. The laws of the State of Minnesota govern the interpretation of this Contract. 17. SEVERABILITY. If any provision, term, or condition of this Contract is found to be or become unenforceable or invalid, it shall not effect the remaining provisions, terms, and conditions of this Contract, unless such invalid or unenforceable provision, term, or condition renders this Contract impossible to perform. Such remaining terms and conditions of the Contract shall continue in full force and effect and shall continue to operate as the parties' entire contract. 18. ENTIRE AGREEMENT. This Contract represents the entire agreement of the parties and is a final, complete, and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings, or written or verbal representations made between the parties with respect thereto. OWNER: CITY OF MONTICELLO an i IP Address for giving notices: City of MONTICELLO City Hall, 505 Walnut MONTICELLO, MN 55362 CONTRACTOR: IN Its: Address for giving notices: License No.: (where applicable) SUPPLEMENTAL CONTRACTOR VERIFICATION OF COMPLIANCE By signing this document I certify that I am an owner or officer of the company, and I swear under oath that: Date: My company meets each of the minimum criteria of Minn. Stat. § 16C.285, subd. 3, the Responsible Contractor statute. Pursuant to Stat. § 16C.285, subd. 3(7), my company has obtained from all subcontractors and motor carriers with which it will have a direct contractual relationship a signed statement under oath by an owner or officer verifying that they meet all of the minimum criteria in subdivision 3 prior to execution of a construction contract with each subcontractor or motor carrier. The undersigned agrees that, if it retains additional subcontractors on the project after submitting its verification of compliance, it shall obtain verifications of compliance from each additional subcontractor with which it has a direct contractual relationship and shall submit a supplemental verification confirming compliance with Minn. Stat. § 16C.285, subd. 3(7), within 14 days of retaining the additional subcontractors. Upon request, the undersigned shall submit to the contracting authority copies of the signed verifications of compliance from all subcontractors of any tier and all motor carriers providing for -hire transportation of materials, equipment, or supplies for a project. The undersigned understands that a failure to meet or verify compliance with the minimum criteria established for a "responsible contractor" as defined in Minn. Stat. § 16C.285, subd. 3, renders a bidder ineligible to be awarded a construction contract for the Project or to perform work on the Project. The undersigned understands that a false statement under oath verifying compliance with any of the minimum criteria shall make the undersigned, ineligible to be awarded a construction project and may result in termination of a contract awarded to the undersigned. A contracting authority shall not be liable for declining to award a contract or terminating a contract based on a reasonable determination that the contractor failed to verify compliance with the minimum criteria or falsely stated that it meets the minimum criteria. Contractor: By Signature Its (please print name) (please sign name) SUPPLEMENTAL VERIFICATION 2021 Ellison Park Improvements MDEPARTMENT IC134 OF REVENUE Contractor Affidavit This Contractor Affidavit must be certified by the Minnesota Department of Revenue before the state of Minnesota or any of its subdi- visions can make final payment to contractors. For more detailed information, see the instructions on the back of this form. Please type or print clearly. This information will be used for returning the completed form. — — — — — — — — — — — — — — — — / Company name 1 Daytime phone Address Total contract amount $ City State ZIP code Amount still due l 1$ Project number I Project location Minnesota tax ID number Month/year work began Project owner Address City State ZIP code Did you have employees work on this project? ❑ Yes ❑ No. If no, who did the work? Check the box that describes your involvement in the project and fill in all information requested ❑ Sole contractor ❑ Subcontractor Name of contractor who hired you Address ❑ Prime contractor—If you subcontracted out any work on this project, all of your subcontractors must submit their own Contractor Affidavits and have them certified by the Department of Revenue before you can submit your Contractor Affidavit. For each subcontractor you had, fill in the information below and attach a copy of each subcontractor's certified Contractor Affidavit. If you need more space, attach a separate sheet. Business name Address Owner/Officer I declare that all information I have filled in on this form is true and complete to the best of my knowledge and belief. 1 authorize the Department cf Revenue to disclose pertinent information relating to this project including sending copies of this form, to the prime contractor if 1 am a subcontractor, and to any subcontractors if 1 am a prime contractor, and to the contracting agency. Contractor's signature Title Date Mail to: Minnesota Revenue, Mail Station 6610, St. Paul, MN 55146-6610 Phone: 651-282-9999 or 1-800-657-3594 Certificate of Compliance Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this Contractor Affidavit has fulfilled all the requirements of Minnesota Statutes 290.92 and 270C.66 concerning the withholding of Minnesota income tax from wages paid to employees relating to contract services with the state of Minnesota and/or its subdivisions. Department of Revenue approval Date (Rev.12/17) DEPARTMENT OF REVENUE Form IC134 Instructions Contractor Affidavit No state agency or local unit of government can make final payment to a contractor until the Department of Revenue has certified that the contractor and any subcontractor have fulfilled the requirements of Minne- sota withholding tax laws. If you are a prime contractor, a contractor or a subcontractor who did work on a proj- ect for the state of Minnesota or any of its local government subdivisions — such as a county, city or school district — you must submit a Contractor Affidavit to the Depart- ment of Revenue to receive a certificate of compliance. Use of Information The Department of Revenue needs all the requested information to determine if you have met the state income tax withholding requirements. If all required information is not provided, Form IC134 will be returned to you for completion. All information on this Contractor Affidavit is private by state law. It cannot be given to others without your permission, except to the Internal Revenue Service, other states that guarantee the same privacy and certain government agencies as provided by law. Minnesota Tax ID Number You must have a Minnesota tax ID number if you have employees who work in Min- nesota. You must enter your Minnesota tax ID number on Form IC134. If you don't have a Minnesota tax ID number, apply online at www.revenue.state.mn.us or by calling our Business Registration Office at 651-282- 5225 ort -800-657-3605. If you have no employees and did all the work yourself, you do not need a Minnesota tax ID number. Instead, enter your Social Security number in the space for Minnesota tax ID number and explain who did the work. Submit Contractor Affidavit Form IC134 cannot be processed by the Department of Revenue until you finish the work. If you submit the form before the project is completed, it will be returned to you unprocessed. If any withholding payments are due to the state, Minnesota law requires certified pay- ments before we approve your Form IC134. If you are a subcontractor or sole contrac- tor, submit the form when you have com- pleted your part of the project. If you are a prime contractor, submit the form when the entire project is completed and you have received certified Contractor Affidavits from all of your subcontractors. If you're a prime contractor and a subcontractor on the same project If you were hired as a subcontractor to do work on a project, and you subcontracted all or a part of your portion of the project to another contractor, you are a prime contrac- tor as well. Complete both the subcontrac- tor and prime contractor areas on a single Form IC134. You may submit your Contractor Affidavit either electronically or by mail. This af- fidavit must be certified and returned before the state or any of its subdivisions can make final payment for your work. For an immediate response: Complete and submit your Contractor Affidavit electroni- cally. Go to www.revenue.state.mn.us and choose Withholding Tax. Under the File and Pay tab, click on Contractor Affidavit Information for Government Projects. You may complete and mail Form IC134 to: Minnesota Revenue, Mail Station 6610, St. Paul, MN, 55146-6610. If you have fulfilled the requirements of Minnesota withholding tax laws, the department will sign your Form IC 134 and return it to you. To receive your final payment, submit the certified Contractor Affidavit to the govern- ment unit for which the work was done. If you are a subcontractor, submit the certified Contractor Affidavit to your prime contrac- tor to receive your final payment. Information and Assistance Additional forms and information, includ- ing fact sheets and frequently asked ques- tions, are available on our website. Website: www.revenue.state.mn.us Email: withholding.tax@state.mn.us Phone: 651-282-9999 or 1-800-657-3594 This information is available in alternate formats. PERFORMANCE AND PAYMENT BONDS PART A: PAYMENT KNOW ALL MEN BY THESE PRESENTS, that we Contractor, as Principal, and are firmly bound unto the a Minnesota Corporation, (hereinafter referred to as "Obligee"), for the use and benefit of Obligee and all persons furnishing labor and materials to perform the Contract, in an amount of and /100 Dollars, for payment of all claims, costs and charges as hereinafter set forth. For the payment of this obligation, well and truly made, we jointly and severally bind ourselves, our representatives and successors firmly by these presents. The condition of this obligation is such that whereas the Principal has entered into a written contract with the Obligee dated , which contract is on file in the office of the Obligee, the regularity and validity of which is hereby affirmed; NOW THEREFORE, if the Principal shall pay as they may come due all just claims for work done; for furnishing labor and materials, insurance premiums, equipment, or supplies for the purpose of such contract, and all taxes incurred under Minnesota Statutes, Section 290.92 or Chapter 297A, and supplies for the completion of the contract in accordance with its terms, and shall pay all costs of enforcement of the terms of the bond, if action is brought thereon, including reasonable attorney's fees, costs and disbursements in any case in which such action is successfully maintained, and shall comply with the laws of the state appertaining to such contract, then this obligation shall be void but otherwise it shall remain in full force and effect pursuant to Minnesota Statutes, Chapter 574. PART B: PERFORMANCE KNOW ALL MEN BY THESE PRESENTS, that the aforesaid Principal and Surety are held and firmly bound unto the Obligee, for the use and benefit of the Obligee, in the additional amount of and /100 Dollars, for the faithful performance of the Contract pursuant to its terms, as hereinafter set forth. For the payment of this well and truly to be made we jointly and severally bind ourselves, our representatives and successors firmly by these presents. The condition of this obligation is such that whereas the Principal has entered into the Contract more particularly described in Part A hereof, the regularity and validity of which is hereby affirmed: NOW, THEREFORE, if the Principal shall faithfully perform the Contract and shall save the Obligee harmless from all cost and charges that may accrue on account of the doing of the work specified and shall pay all costs of enforcement of the terms of the bond, if action is brought thereon, including reasonable attorney's fees, in any case in which such action is successfully maintained, and shall comply with the laws of the state pertaining to such Contract, then this obligation shall be void but otherwise it shall remain in full force and effect pursuant to Minnesota Statutes, Chapter 574. 2021 Ellison Park Improvements PERFORMANCE AND PAYMENT BONDS PAGE The aggregate liability for bonds provided under Part A and Part B hereof is (Sum of Parts A and B) No assignment, modifications, or change in the Contract, or change in the work covered thereby, nor any extension of time for completion of the Contract, shall release the Surety on this bond. Sealed with our seals and dated this day of Contractor By Its And Its (Seal of Contractor if a Corporation) Witnesses to Contractor's Signature Surety By Its Witnesses to Surety's Signature: 2021 Ellison Park Improvements PERFORMANCE AND PAYMENT BONDS PAGE 2 DIVISION 1 Specifications GENERAL REQUIREMENTS 2021 Ellison Park Improvements DIVISION 1 Specifications GENERAL REQUIREMENTS PROJECT OVERVIEW The project scope of work involves removing the existing restroom building and sidewalk, and the installation of a new precast restroom and new ADA compliant sidewalks. GENERAL REQUIREMENTS The contractor shall perform the work in such a manner as to cause the least interference with adjoining property owners and the general public. The contractor shall coordinate all hauling schedules, and any necessary parking stall closures with City of Monticello Parks Department Access to adjacent properties shall be provided at all times. No adjustment in unit price will be made for an under -run or over -run of the estimated quantity. The contractor will be responsible for any damage to public and private utilities. The contractor will be responsible for any damage to public and private properties. All work shall conform to TECHNICAL SPECIFICATIONS for 2021 Ellison Park Improvements. All work shall conform to City of Monticello General Specifications and Standard Detail Plates April 2017. All work shall conform to the 2020 edition of the Minnesota Department of Transportation "Standard Specifications for Construction" (MnDOT Specifications) or amendments thereto issued prior to the date of the Contract Documents. hJ/_1NRM6111WA The Contractor for this work shall guarantee and maintain the stability of all his work, equipment, and materials for a period of two (2) year from date of final acceptance by the Monticello City Council. The two (2) year maintenance guarantee shall be included in and be a part of the Contractor Security (Performance Bond) previously specified. The provisions of this paragraph shall not be construed as restricting Contractor's liability for breach of contract by reason of non-conformance with the specification for defects or faulty workmanship. PROJECT SCHEDULE AND CONTRACT REQUIREMENTS The awarded Contractor shall prepare a project schedule and attend a pre -construction meeting prior to commencing construction. All concrete foundation work shall be completed by November 1, 2021. Precast Restroom Building to be set on foundation by December 1, 2021. All construction, backfilling, and cleanup shall be completed by June 1, 2022. The Contractor shall submit pay requests to the City by the 1St and 3rd Monday of each month for payment on Tuesday of the following week. 2021 Ellison Park Improvements DIVISION 1 GENERAL REQUIREMENTS PAGE The completion date for the stated activities assumes down time due to unforeseen weather conditions. No extension of time will be granted for weather conditions typical to the time of year the work is undertaken. Change Orders Any requests for "Change Orders" shall be submitted to the Engineer in writing within 7 days of the occurrence. Any requests shall be approved by the Engineer prior to the work commencing. 2021 Ellison Park Improvements DIVISION 1 GENERAL REQUIREMENTS PAGE 2 DIVISION 2 Specifications Technical Specifications 2021 Ellison Park Improvements DIVISION 2 Specifications Technical Specifications General Notes: All grading and excavation work is incidental to the project. Common excavation for 12" sand section is incidental to Select Granular Borrow. 2000 — GENERAL The governing specifications for this project shall be the Minnesota Department of Transportation's "Standard Specifications for Construction" (referenced "MnDOT") 2020 edition, City Engineers Association of Minnesota CEAM specification 2018 Edition, and the City of Monticello "General Specifications and Standard Detail Plates for Street and Utility Construction" dated April 2017. 2103-Buildina Removal The provisions of MnDOT 2103 are modified and/or supplemented with the following: 2103.3 CONSTRUCTION REQUIREMENTS C.1 Disconnection of Sewer and Water Services Locate, expose, cut off, and temporarily plug sewer and water service connections at the curb stop. Plug sewers leading from the building using watertight plugs at no additional cost To the City. 2103.4 METHOD OF MEASUREMENT A Building Removal The Engineer will measure buildings listed for removal as a single lump sum. Building backfill and disconnection of sewer and water shall be considered incidental to the building removal. 2104 -Removing Miscellaneous Structures The provisions of MnDOT 2104 are modified and/or supplemented with the following: 2104.4 — METHOD OF MEASUREMENT Paragraph A of MnDOT 2104.4 is supplemented with the following: Pavements, surfacing and other uniform thickness structures to be removed will be measured by type and by area per square yard without specifying thickness. Payment will be by type of material (i.e. concrete pavement or bituminous pavement). Payment will include removal of the specified item and the removal of the supporting base to the depth specified in the contract. 2104.5 — BASIS OF PAYMENT The provisions of MnDOT 2104.5 are supplemented with the following: Payment for the quantities removed shall be at the unit price bid and shall include all costs of removal and disposal of all materials removed. Disposal areas shall be the responsibility of the Contractor. Payment for saw cutting of bituminous and concrete pavement shall be considered incidental to the removal of the pavement. It shall be the responsibility of the Contractor to protect the pavement edge at the sawcut from damage. No additional compensation will be made for any sawcutting required to repair and maintain an acceptable edge. 2021 Ellison Park Improvements DIVISION 1 GENERAL REQUIREMENTS PAGE All other miscellaneous removals, protection of existing landscaping, or relocating of existing trees shown on the plans but not included for payment in the Contract Proposal Form shall be considered incidental to the project. 2100- Construct Restroom Building 2100.1 — DESCRIPTION The site amenity listed below shall be furnished by the Contractor. The Contractor shall be responsible for complete installation of site amenities in accordance with both the construction documents and manufacturer's specifications. Contractor shall be responsible for all labor, equipment, concrete, and miscellaneous expenses associated with installation of the site amenities. Prefabricated Restroom Building: The City will supply a prefabricated restroom building from Huffcut Concrete, Inc. Contractor to install Pre -Fabricated Concrete Restroom Building in coordination with Huffcutt. Excavation, subsoil preparations, concrete foundation wall, footing, stoop footing and slab, utility conduits, all required site plumbing and utility service connections, delivery, installation and backfilling are incidental. Pre -Fabricated Restroom Building shall be installed as per manufacturer's specifications and as shown on the drawings. Contractor shall complete items listed in the Huffcutt concrete Modular Building Installation Guide. Contractor shall be responsible for coordinating the crane service with Huffcutt, utility conflicts, and road closures. Contractor to install Electrical conduit only all other site electrical will be completed under a separate contract. 2100.4 & 2100.5 METHOD OF MEASUREMENT & BASIS OF PAYMENT Prefabricated Restroom Building: shall be measured by the "LUMP SUM" of prefabricated building including all labor, materials, equipment necessary to complete the work as required by the plans, details and specifications. Payment shall be by "LUMP SUM" at the contract unit price as shown on the Proposal Form and shall be compensation in full for all materials, labor, and equipment necessary to complete the work as required by the plans and these specifications. 2360 -Plant Mixed Asphalt Pavement The provisions of MnDOT 2360 and 02360 of the Monticello General Specification are modified and/or supplemented with the following: 2360.1 — DESCRIPTION Add the following new paragraph to MnDOT 2360.1.A: Mix Designation Numbers for the bituminous mixtures on this Project are as follows: Street and Driveway Patching: Type SP 9.5 Wearing Course SPWEA240B Type SP 12.5 Non -Wearing Course SPNWB230B 2360.3 —CONSTRUCTION REQUIREMENTS Maximum Density requirements of 2360.3.D.1 are hereby deleted in its entirety. The Ordinary Compaction requirements of 2360.3.D.2 will apply. The Contractor must establish and adhere to a rolling pattern, to be established with a Nuclear Density Gauge and density growth curve in the presence of the 2021 Ellison Park Improvements DIVISION 1 GENERAL REQUIREMENTS PAGE 2 Engineer. Pavement smoothness requirements of 2399 Pavement Surface Smoothness shall not apply on this project with the following exception: The requirements of 2399.3.D.3 Straightedge Evaluation and the requirements of 2360.3.E Surface Requirements shall apply. 2360.5 — BASIS OF PAYMENT The unit prices bid for plant mixed asphalt pavement shall include all excavation, grading, aggregate base, materials, labor, and equipment required to complete the construction. Payment will be made based on the following schedule: Item No. Item Unit 2360.501 Bituminous Patching Mixture Sq Yd 2521 -Walks The provisions of MnDOT 2521 are modified and/or supplemented with the following: 2521.2 — MATERIALS A Concrete: The concrete mix for all sidewalk pavement work shall use Class A aggregate, 3F52 (sidewalk). 2521.3 —CONSTRUCTION REQUIREMENTS The provisions of MnDOT 2521.3 are supplemented with the following When the compressive strength of the concrete test cylinders is less than 4,500 PSI at the 28 -day test break, the Owner will decide whether or not the defective concrete must be removed and replaced on a case by case basis. The removal and replacement costs shall be the responsibility of the Contractor. If the Owner decides to allow the concrete to be left in place, the Contractor shall receive no compensation for that section that is determined to be of deficient strength. The provisions of MnDOT 2521.31D are supplemented with the following: Signing for "Walk Closed" signs, during reconstruction or repair of sidewalks or paths shall be considered incidental. Placement shall be at the beginning and end of each block segment or as directed by the Engineer. 2521.5 BASIS OF PAYMENT Paragraph A is supplemented with the following: 6" Concrete Walk: Payment shall be made by the square foot of concrete walk placed at the unit price shown in the Contract Proposal Form. Payment shall include all materials and labor required to complete concrete pavement at the specified thickness given on the plans including Class 5 base materials and shall include all excavation, grading, pavement compaction, joint construction, joint sealing, materials, labor, and equipment required to complete the construction. 2573 -Temporary Erosion Control The provisions of MnDOT 2573 are modified and/or supplemented with the following: 2573.3 —CONSTRUCTION REQUIREMENTS The provisions of 02573.3 of the Monticello General Specifications are supplemented with the following: 2021 Ellison Park Improvements DIVISION 1 GENERAL REQUIREMENTS PAGE 3 Temporary erosion control measures for stockpile areas shall be considered incidental to the stockpiling and grading work. Corrective Action: Liquidated damages for this project shall be $200 per day for each specified area for which the Contractor has not installed or repaired erosion control devices within 48 hours after receiving written notice. 2573.5 — BASIS OF PAYMENT Payment for silt fence, type machine sliced shall be at the unit price bid and shall include all labor, equipment, and materials necessary for installation. Eighty percent of payment shall be made upon satisfactory installation. The remaining 20 percent shall be paid upon removal from the project. All temporary erosion control including must be installed and maintained for the duration of the project with no additional compensation. 2021 Ellison Park Improvements DIVISION 1 GENERAL REQUIREMENTS PAGE 4 City of Monticello General Specifications and Standard Detail Plates for Street and Utility Construction Monticello April 2017 City of Monticello 505 Walnut Avenue, Suite 1 Monticello, Minnesota 55362 Phone: 763-295-2711 Fax: 763-295-4404 GENERAL SPECIFICATIONS AND TITLE STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 TABLE OF CONTENTS TITLE SHEET CERTIFICATION TABLE OF CONTENTS STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT (EJCDC 2013 EDITION) (TAN SECTION) SUPPLEMENTARY GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT (BLUE SECTION) SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS (GREEN SECTION) DIVISION 2 - SITE WORK (GOLD SECTION) APPENDIX A STANDARD UTILITIES SPECIFICATIONS (CEAM 2013 EDITION) (SALMON SECTION) APPENDIX B CITY OF MONTICELLO STANDARD DETAIL PLATES (CREAM SECTION) APPENDIX C DUCTILE IRON MECHANICAL JOINT FITTINGS WEIGHTS (AWWA C153) (WHITE SECTION) GENERAL SPECIFICATIONS AND TABLE OF CONTENTS STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota. Shibani K. Bisson, P Date: April 2017 GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 Lic. No. 41860 CERTIFICATION This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the controlling Laws and Regulations. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by EJCDCN,--� ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE Issued and Published Jointly by ACEC AMERICAN COUNCIL OF ENGINEERING ComjpAmE5 Es AMERICAN SOCIETY OF CML ENGINEERS ff-4National Society of Professional Engineersc,� EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. These General Conditions have been prepared for use with the Agreement Between Owner and Contractor for Construction Contract (EJCDC® C-520, Stipulated Sum, or C-525, Cost -Plus, 2013 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. To prepare supplementary conditions that are coordinated with the General Conditions, use EJCDC's Guide to the Preparation of Supplementary Conditions (EJCDC° C-800, 2013 Edition). The full EJCDC Construction series of documents is discussed in the Commentary on the 2013 EJCDC Construction Documents (EJCDC° C-001, 2013 Edition). Copyright © 2013: National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 www.nspe.org American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.org The copyright for this document is owned jointly by the three sponsoring organizations listed above. The National Society of Professional Engineers is the Copyright Administrator for the EJCDC documents; please direct all inquiries regarding EJCDC copyrights to NSPE. NOTE: EJCDC publications may be purchased at www.e*cdc.org, or from any of the sponsoring organizations above. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology......................................................................................... 1 1.01 Defined Terms........................................................................................................................ 1 1.02 Terminology........................................................................................................................... 5 Article 2 — Preliminary Matters....................................................................................................... 6 2.01 Delivery of Bonds and Evidence of Insurance........................................................................ 6 2.02 Copies of Documents............................................................................................................. 6 2.03 Before Starting Construction................................................................................................. 6 2.04 Preconstruction Conference; Designation of Authorized Representatives ...........................7 2.05 Initial Acceptance of Schedules............................................................................................. 7 2.06 Electronic Transmittals........................................................................................................... 7 Article 3 — Documents: Intent, Requirements, Reuse.................................................................... 8 3.01 Intent...................................................................................................................................... 8 3.02 Reference Standards.............................................................................................................. 8 3.03 Reporting and Resolving Discrepancies................................................................................. 8 3.04 Requirements of the Contract Documents............................................................................ 9 3.05 Reuse of Documents............................................................................................................ 10 Article 4 — Commencement and Progress of the Work................................................................ 10 4.01 Commencement of Contract Times; Notice to Proceed......................................................10 4.02 Starting the Work................................................................................................................. 10 4.03 Reference Points.................................................................................................................. 10 4.04 Progress Schedule................................................................................................................ 10 4.05 Delays in Contractor's Progress........................................................................................... 11 Article 5 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions..................................................................................................................................... 12 5.01 Availability of Lands............................................................................................................. 12 5.02 Use of Site and Other Areas................................................................................................. 12 5.03 Subsurface and Physical Conditions.....................................................................................13 5.04 Differing Subsurface or Physical Conditions........................................................................14 5.05 Underground Facilities.........................................................................................................15 E1CDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page i 5.06 Hazardous Environmental Conditions at Site.......................................................................17 Article6 — Bonds and Insurance................................................................................................... 19 6.01 Performance, Payment, and Other Bonds...........................................................................19 6.02 Insurance—General Provisions............................................................................................19 6.03 Contractor's Insurance.........................................................................................................20 6.04 Owner's Liability Insurance..................................................................................................23 6.05 Property Insurance............................................................................................................... 23 6.06 Waiver of Rights................................................................................................................... 25 6.07 Receipt and Application of Property Insurance Proceeds ................................................... 25 Article 7 — Contractor's Responsibilities....................................................................................... 26 7.01 Supervision and Superintendence....................................................................................... 26 7.02 Labor; Working Hours.......................................................................................................... 26 7.03 Services, Materials, and Equipment..................................................................................... 26 7.04 "Or Equals"........................................................................................................................... 27 7.05 Substitutes........................................................................................................................... 28 7.06 Concerning Subcontractors, Suppliers, and Others.............................................................29 7.07 Patent Fees and Royalties....................................................................................................31 7.08 Permits.................................................................................................................................31 7.09 Taxes....................................................................................................................................32 7.10 Laws and Regulations........................................................................................................... 32 7.11 Record Documents...............................................................................................................32 7.12 Safety and Protection........................................................................................................... 32 7.13 Safety Representative.......................................................................................................... 33 7.14 Hazard Communication Programs....................................................................................... 33 7.15 Emergencies.........................................................................................................................34 7.16 Shop Drawings, Samples, and Other Submittals.................................................................. 34 7.17 Contractor's General Warranty and Guarantee................................................................... 36 7.18 Indemnification.................................................................................................................... 37 7.19 Delegation of Professional Design Services......................................................................... 37 Article 8 — Other Work at the Site................................................................................................ 38 8.01 Other Work.......................................................................................................................... 38 8.02 Coordination........................................................................................................................ 39 8.03 Legal Relationships...............................................................................................................39 E1CDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page ii Article 9 — Owner's Responsibilities.............................................................................................. 40 9.01 Communications to Contractor............................................................................................40 9.02 Replacement of Engineer.....................................................................................................40 9.03 Furnish Data......................................................................................................................... 40 9.04 Pay When Due...................................................................................................................... 40 9.05 Lands and Easements; Reports, Tests, and Drawings..........................................................40 9.06 Insurance.............................................................................................................................. 40 9.07 Change Orders......................................................................................................................40 9.08 Inspections, Tests, and Approvals........................................................................................41 9.09 Limitations on Owner's Responsibilities..............................................................................41 9.10 Undisclosed Hazardous Environmental Condition...............................................................41 9.11 Evidence of Financial Arrangements....................................................................................41 9.12 Safety Programs................................................................................................................... 41 Article 10 — Engineer's Status During Construction...................................................................... 41 10.01 Owner's Representative.......................................................................................................41 10.02 Visits to Site.......................................................................................................................... 41 10.03 Project Representative......................................................................................................... 42 10.04 Rejecting Defective Work.....................................................................................................42 10.05 Shop Drawings, Change Orders and Payments....................................................................42 10.06 Determinations for Unit Price Work....................................................................................42 10.07 Decisions on Requirements of Contract Documents and Acceptability of Work ................42 10.08 Limitations on Engineer's Authority and Responsibilities....................................................42 10.09 Compliance with Safety Program.........................................................................................43 Article 11— Amending the Contract Documents; Changes in the Work ...................................... 43 11.01 Amending and Supplementing Contract Documents..........................................................43 11.02 Owner -Authorized Changes in the Work.............................................................................44 11.03 Unauthorized Changes in the Work.....................................................................................44 11.04 Change of Contract Price.....................................................................................................44 11.05 Change of Contract Times....................................................................................................45 11.06 Change Proposals.................................................................................................................45 11.07 Execution of Change Orders.................................................................................................46 11.08 Notification to Surety...........................................................................................................47 Article12 — Claims......................................................................................................................... 47 E1CDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page iii 12.01 Claims...................................................................................................................................47 Article 13 — Cost of the Work; Allowances; Unit Price Work ........................................................ 48 13.01 Cost of the Work.................................................................................................................. 48 13.02 Allowances........................................................................................................................... 50 13.03 Unit Price Work.................................................................................................................... 51 Article 14 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work....... 52 14.01 Access to Work..................................................................................................................... 52 14.02 Tests, Inspections, and Approvals........................................................................................52 14.03 Defective Work.....................................................................................................................53 14.04 Acceptance of Defective Work............................................................................................. 53 14.05 Uncovering Work................................................................................................................. 53 14.06 Owner May Stop the Work.................................................................................................. 54 14.07 Owner May Correct Defective Work.................................................................................... 54 Article 15 — Payments to Contractor; Set -Offs; Completion; Correction Period .......................... 55 15.01 Progress Payments...............................................................................................................55 15.02 Contractor's Warranty of Title............................................................................................. 58 15.03 Substantial Completion........................................................................................................58 15.04 Partial Use or Occupancy.....................................................................................................59 15.05 Final Inspection.................................................................................................................... 59 15.06 Final Payment.......................................................................................................................59 15.07 Waiver of Claims.................................................................................................................. 61 15.08 Correction Period................................................................................................................. 61 Article 16 — Suspension of Work and Termination....................................................................... 62 16.01 Owner May Suspend Work.................................................................................................. 62 16.02 Owner May Terminate for Cause......................................................................................... 62 16.03 Owner May Terminate For Convenience............................................................................. 63 16.04 Contractor May Stop Work or Terminate............................................................................ 63 Article 17 — Final Resolution of Disputes...................................................................................... 64 17.01 Methods and Procedures..................................................................................................... 64 Article18 — Miscellaneous............................................................................................................ 64 18.01 Giving Notice........................................................................................................................64 18.02 Computation of Times.......................................................................................................... 64 18.03 Cumulative Remedies.......................................................................................................... 64 E1CDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page iv 18.04 Limitation of Damages ........................................... 18.05 No Waiver.............................................................. 18.06 Survival of Obligations ........................................... 18.07 Controlling Law ...................................................... 18.08 Headings................................................................. .......................................................... 65 .......................................................... 65 .......................................................... 65 .......................................................... 65 .......................................................... 65 E1CDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page v ARTICLE 1– DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents, a term printed with initial capital letters, including the term's singular and plural forms, will have the meaning indicated in the definitions below. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument, executed by Owner and Contractor, that sets forth the Contract Price and Contract Times, identifies the parties and the Engineer, and designates the specific items that are Contract Documents. 3. Application for Payment—The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Bid—The offer of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 5. Bidder—An individual or entity that submits a Bid to Owner. 6. Bidding Documents—The Bidding Requirements, the proposed Contract Documents, and all Addenda. 7. Bidding Requirements—The advertisement or invitation to bid, Instructions to Bidders, Bid Bond or other Bid security, if any, the Bid Form, and the Bid with any attachments. 8. Change Order—A document which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, or other revision to the Contract, issued on or after the Effective Date of the Contract. 9. Change Proposal—A written request by Contractor, duly submitted in compliance with the procedural requirements set forth herein, seeking an adjustment in Contract Price or Contract Times, or both; contesting an initial decision by Engineer concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; challenging a set-off against payments due; or seeking other relief with respect to the terms of the Contract. 10. Claim—(a) A demand or assertion by Owner directly to Contractor, duly submitted in compliance with the procedural requirements set forth herein: seeking an adjustment of Contract Price or Contract Times, or both; contesting an initial decision by Engineer concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; contesting Engineer's decision regarding a Change Proposal; seeking resolution of a contractual issue that Engineer has declined to address; or seeking other relief with respect to the terms of the Contract; or (b) a demand or assertion by Contractor directly to Owner, duly submitted in compliance with the procedural requirements set forth herein, contesting Engineer's decision regarding a Change Proposal; or seeking resolution of a contractual issue that Engineer EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1 of 65 has declined to address. A demand for money or services by a third party is not a Claim. 11. Constituent of Concern—Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), hazardous waste, and any substance, product, waste, or other material of any nature whatsoever that is or becomes listed, regulated, or addressed pursuant to (a) the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. §§9601 et seq. ("CERCLA"); (b) the Hazardous Materials Transportation Act, 49 U.S.C. §§5501 et seq.; (c) the Resource Conservation and Recovery Act, 42 U.S.C. §§6901 et seq. ("RCRA"); (d) the Toxic Substances Control Act, 15 U.S.C. §§2601 et seq.; (e) the Clean Water Act, 33 U.S.C. §§1251 et seq.; (f) the Clean Air Act, 42 U.S.C. §§7401 et seq.; or (g) any other federal, state, or local statute, law, rule, regulation, ordinance, resolution, code, order, or decree regulating, relating to, or imposing liability or standards of conduct concerning, any hazardous, toxic, or dangerous waste, substance, or material. 12. Contract—The entire and integrated written contract between the Owner and Contractor concerning the Work. 13. Contract Documents—Those items so designated in the Agreement, and which together comprise the Contract. 14. Contract Price—The money that Owner has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents. . 15. Contract Times—The number of days or the dates by which Contractor shall: (a) achieve Milestones, if any; (b) achieve Substantial Completion; and (c) complete the Work. 16. Contractor—The individual or entity with which Owner has contracted for performance of the Work. 17. Cost of the Work—See Paragraph 13.01 for definition. 18. Drawings—The part of the Contract that graphically shows the scope, extent, and character of the Work to be performed by Contractor. 19. Effective Date of the Contract—The date, indicated in the Agreement, on which the Contract becomes effective. 20. Engineer—The individual or entity named as such in the Agreement. 21. Field Order—A written order issued by Engineer which requires minor changes in the Work but does not change the Contract Price or the Contract Times. 22. Hazardous Environmental Condition—The presence at the Site of Constituents of Concern in such quantities or circumstances that may present a danger to persons or property exposed thereto. The presence at the Site of materials that are necessary for the execution of the Work, or that are to be incorporated in the Work, and that are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract, does not establish a Hazardous Environmental Condition. 23. Laws and Regulations; Laws or Regulations—Any and all applicable laws, statutes, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 2 of 65 24. Liens—Charges, security interests, or encumbrances upon Contract -related funds, real property, or personal property. 25. Milestone—A principal event in the performance of the Work that the Contract requires Contractor to achieve by an intermediate completion date or by a time prior to Substantial Completion of all the Work. 26. Notice of Award—The written notice by Owner to a Bidder of Owner's acceptance of the Bid. 27. Notice to Proceed—A written notice by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work. 28. Owner—The individual or entity with which Contractor has contracted regarding the Work, and which has agreed to pay Contractor for the performance of the Work, pursuant to the terms of the Contract. 29. Progress Schedule—A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 30. Project—The total undertaking to be accomplished for Owner by engineers, contractors, and others, including planning, study, design, construction, testing, commissioning, and start-up, and of which the Work to be performed under the Contract Documents is a part. 31. Project Manual—The written documents prepared for, or made available for, procuring and constructing the Work, including but not limited to the Bidding Documents or other construction procurement documents, geotechnical and existing conditions information, the Agreement, bond forms, General Conditions, Supplementary Conditions, and Specifications. The contents of the Project Manual may be bound in one or more volumes. 32. Resident Project Representative—The authorized representative of Engineer assigned to assist Engineer at the Site. As used herein, the term Resident Project Representative or "RPR" includes any assistants or field staff of Resident Project Representative. 33. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and that establish the standards by which such portion of the Work will be judged. 34. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements for Engineer's review of the submittals and the performance of related construction activities. 35. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 36. Shop Drawings—All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. Shop Drawings, whether approved or not, are not Drawings and are not Contract Documents. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 3 of 65 37. Site—Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements, and such other lands furnished by Owner which are designated for the use of Contractor. 38. Specifications—The part of the Contract that consists of written requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work. 39. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work. 40. Substantial Completion—The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 41. Successful Bidder—The Bidder whose Bid the Owner accepts, and to which the Owner makes an award of contract, subject to stated conditions. 42. Supplementary Conditions—The part of the Contract that amends or supplements these General Conditions. 43. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or a Subcontractor. 44. Technical Data—Those items expressly identified as Technical Data in the Supplementary Conditions, with respect to either (a) subsurface conditions at the Site, or physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) or (b) Hazardous Environmental Conditions at the Site. If no such express identifications of Technical Data have been made with respect to conditions at the Site, then the data contained in boring logs, recorded measurements of subsurface water levels, laboratory test results, and other factual, objective information regarding conditions at the Site that are set forth in any geotechnical or environmental report prepared for the Project and made available to Contractor are hereby defined as Technical Data with respect to conditions at the Site under Paragraphs 5.03, 5.04, and 5.06. 45. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, fiber optic transmissions, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 46. Unit Price Work—Work to be paid for on the basis of unit prices. 47. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction; furnishing, installing, and incorporating all materials and equipment into such construction; and may include related services such as testing, start-up, and commissioning, all as required by the Contract Documents. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 4 of 65 48. Work Change Directive—A written directive to Contractor issued on or after the Effective Date of the Contract, signed by Owner and recommended by Engineer, ordering an addition, deletion, or revision in the Work. 1.02 Terminology A. The words and terms discussed in the following paragraphs are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of Article 10 or any other provision of the Contract Documents. C. Day: 1. The word "day' means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or C. has been damaged prior to Engineer's recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 15.03 or 15.04). E. Furnish, Install, Perform, Provide: 1. The word "furnish," when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 5 of 65 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. 4. If the Contract Documents establish an obligation of Contractor with respect to specific services, materials, or equipment, but do not expressly use any of the four words "furnish," "install," "perform," or "provide," then Contractor shall furnish and install said services, materials, or equipment complete and ready for intended use. F. Unless stated otherwise in the Contract Documents, words or phrases that have a well- known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. Bonds: When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. B. Evidence of Contractor's Insurance: When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner, with copies to each named insured and additional insured (as identified in the Supplementary Conditions or elsewhere in the Contract), the certificates and other evidence of insurance required to be provided by Contractor in accordance with Article 6. C. Evidence of Owner's Insurance: After receipt of the executed counterparts of the Agreement and all required bonds and insurance documentation, Owner shall promptly deliver to Contractor, with copies to each named insured and additional insured (as identified in the Supplementary Conditions or otherwise), the certificates and other evidence of insurance required to be provided by Owner under Article 6. 2.02 Copies of Documents A. Owner shall furnish to Contractor four printed copies of the Contract (including one fully executed counterpart of the Agreement), and one copy in electronic portable document format (PDF). Additional printed copies will be furnished upon request at the cost of reproduction. B. Owner shall maintain and safeguard at least one original printed record version of the Contract, including Drawings and Specifications signed and sealed by Engineer and other design professionals. Owner shall make such original printed record version of the Contract available to Contractor for review. Owner may delegate the responsibilities under this provision to Engineer. 2.03 Before Starting Construction A. Preliminary Schedules: Within 10 days after the Effective Date of the Contract (or as otherwise specifically required by the Contract Documents), Contractor shall submit to Engineer for timely review: 1. a preliminary Progress Schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract; 2. a preliminary Schedule of Submittals; and EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 6 of 65 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.04 Preconstruction Conference; Designation of Authorized Representatives A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.03.A, procedures for handling Shop Drawings, Samples, and other submittals, processing Applications for Payment, electronic or digital transmittals, and maintaining required records. B. At this conference Owner and Contractor each shall designate, in writing, a specific individual to act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit and receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party. 2.05 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference, attended by Contractor, Engineer, and others as appropriate, will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.03.A. Contractor shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefor. 2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to the component parts of the Work. 2.06 Electronic Transmittals A. Except as otherwise stated elsewhere in the Contract, the Owner, Engineer, and Contractor may transmit, and shall accept, Project -related correspondence, text, data, documents, drawings, information, and graphics, including but not limited to Shop Drawings and other submittals, in electronic media or digital format, either directly, or through access to a secure Project website. B. If the Contract does not establish protocols for electronic or digital transmittals, then Owner, Engineer, and Contractor shall jointly develop such protocols. C. When transmitting items in electronic media or digital format, the transmitting party makes no representations as to long term compatibility, usability, or readability of the items resulting from the recipient's use of software application packages, operating systems, or EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 7 of 65 computer hardware differing from those used in the drafting or transmittal of the items, or from those established in applicable transmittal protocols. ARTICLE 3 — DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. C. Unless otherwise stated in the Contract Documents, if there is a discrepancy between the electronic or digital versions of the Contract Documents (including any printed copies derived from such electronic or digital versions) and the printed record version, the printed record version shall govern. D. The Contract supersedes prior negotiations, representations, and agreements, whether written or oral. E. Engineer will issue clarifications and interpretations of the Contract Documents as provided herein. 3.02 Reference Standards A. Standards Specifications, Codes, Laws and Regulations 1. Reference in the Contract Documents to standard specifications, manuals, reference standards, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard specification, manual, reference standard, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Contract if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard specification, manual, reference standard, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees, from those set forth in the part of the Contract Documents prepared by or for Engineer. No such provision or instruction shall be effective to assign to Owner, Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the part of the Contract Documents prepared by or for Engineer. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Verification of Figures and Field Measurements: Before undertaking each part of the Work, Contractor shall carefully study the Contract Documents, and check and verify pertinent figures and dimensions therein, particularly with respect to applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy that Contractor discovers, or has actual knowledge of, and shall not proceed with any Work affected thereby until the conflict, EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 8 of 65 error, ambiguity, or discrepancy is resolved, by a clarification or interpretation by Engineer, or by an amendment or supplement to the Contract Documents issued pursuant to Paragraph 11.01. 2. Contractor's Review of Contract Documents: If, before or during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) actual field conditions, (c) any standard specification, manual, reference standard, or code, or (d) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 7.15) until the conflict, error, ambiguity, or discrepancy is resolved, by a clarification or interpretation by Engineer, or by an amendment or supplement to the Contract Documents issued pursuant to Paragraph 11.01. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the part of the Contract Documents prepared by or for Engineer shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between such provisions of the Contract Documents and: a. the provisions of any standard specification, manual, reference standard, or code, or the instruction of any Supplier (whether or not specifically incorporated by reference as a Contract Document); or b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 3.04 Requirements of the Contract Documents A. During the performance of the Work and until final payment, Contractor and Owner shall submit to the Engineer all matters in question concerning the requirements of the Contract Documents (sometimes referred to as requests for information or interpretation —RFIs), or relating to the acceptability of the Work under the Contract Documents, as soon as possible after such matters arise. Engineer will be the initial interpreter of the requirements of the Contract Documents, and judge of the acceptability of the Work thereunder. B. Engineer will, with reasonable promptness, render a written clarification, interpretation, or decision on the issue submitted, or initiate an amendment or supplement to the Contract Documents. Engineer's written clarification, interpretation, or decision will be final and binding on Contractor, unless it appeals by submitting a Change Proposal, and on Owner, unless it appeals by filing a Claim. C. If a submitted matter in question concerns terms and conditions of the Contract Documents that do not involve (1) the performance or acceptability of the Work under the Contract Documents, (2) the design (as set forth in the Drawings, Specifications, or otherwise), or (3) other engineering or technical matters, then Engineer will promptly give written notice to Owner and Contractor that Engineer is unable to provide a decision or interpretation. If Owner and Contractor are unable to agree on resolution of such a matter in question, either party may pursue resolution as provided in Article 12. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 9 of 65 3.05 Reuse of Documents A. Contractor and its Subcontractors and Suppliers shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media editions, or reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer; or 2. have or acquire any title or ownership rights in any other Contract Documents, reuse any such Contract Documents for any purpose without Owner's express written consent, or violate any copyrights pertaining to such Contract Documents. B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. ARTICLE 4 — COMMENCEMENT AND PROGRESS OF THE WORK 4.01 Commencement of Contract Times, Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Contract or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Contract. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Contract, whichever date is earlier. 4.02 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to such date. 4.03 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.04 Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.05 as it may be adjusted from time to time as provided below. 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.05) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 10 of 65 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 11. B. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, or during any appeal process, except as permitted by Paragraph 16.04, or as Owner and Contractor may otherwise agree in writing. 4.05 Delays in Contractor's Progress A. If Owner, Engineer, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Times and Contract Price. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. B. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delay, disruption, or interference caused by or within the control of Contractor. Delay, disruption, and interference attributable to and within the control of a Subcontractor or Supplier shall be deemed to be within the control of Contractor. C. If Contractor's performance or progress is delayed, disrupted, or interfered with by unanticipated causes not the fault of and beyond the control of Owner, Contractor, and those for which they are responsible, then Contractor shall be entitled to an equitable adjustment in Contract Times. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays, disruption, and interference described in this paragraph. Causes of delay, disruption, or interference that may give rise to an adjustment in Contract Times under this paragraph include but are not limited to the following: 1. severe and unavoidable natural catastrophes such as fires, floods, epidemics, and earthquakes; 2. abnormal weather conditions; 3. acts or failures to act of utility owners (other than those performing other work at or adjacent to the Site by arrangement with the Owner, as contemplated in Article 8); and 4. acts of war or terrorism. D. Delays, disruption, and interference to the performance or progress of the Work resulting from the existence of a differing subsurface or physical condition, an Underground Facility that was not shown or indicated by the Contract Documents, or not shown or indicated with reasonable accuracy, and those resulting from Hazardous Environmental Conditions, are governed by Article 5. E. Paragraph 8.03 governs delays, disruption, and interference to the performance or progress of the Work resulting from the performance of certain other work at or adjacent to the Site. F. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for any delay, disruption, or interference if such delay is concurrent with a delay, disruption, or interference caused by or within the control of Contractor. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 11 of 65 G. Contractor must submit any Change Proposal seeking an adjustment in Contract Price or Contract Times under this paragraph within 30 days of the commencement of the delaying, disrupting, or interfering event. ARTICLE 5 —AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS 5.01 Availability of Lands A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which permanent improvements are to be made and Owner's interest therein as necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 5.02 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, temporary construction facilities, the storage of materials and equipment, and the operations of workers to the Site, adjacent areas that Contractor has arranged to use through construction easements or otherwise, and other adjacent areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and such other adjacent areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for (a) damage to the Site; (b) damage to any such other adjacent areas used for Contractor's operations; (c) damage to any other adjacent land or areas; and (d) for injuries and losses sustained by the owners or occupants of any such land or areas; provided that such damage or injuries result from the performance of the Work or from other actions or conduct of the Contractor or those for which Contractor is responsible. 2. If a damage or injury claim is made by the owner or occupant of any such land or area because of the performance of the Work, or because of other actions or conduct of the Contractor or those for which Contractor is responsible, Contractor shall (a) take immediate corrective or remedial action as required by Paragraph 7.12, or otherwise; (b) promptly attempt to settle the claim as to all parties through negotiations with such owner or occupant, or otherwise resolve the claim by arbitration or other dispute resolution proceeding, or at law; and (c) to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against any such claim, and against all costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused directly or indirectly, in whole or in part EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 12 of 65 by, or based upon, Contractor's performance of the Work, or because of other actions or conduct of the Contractor or those for which Contractor is responsible. B. Removal of Debris During Performance of the Work: During the progress of the Work the Contractor shall keep the Site and other adjacent areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site and adjacent areas all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading of Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent structures or land to stresses or pressures that will endanger them. 5.03 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to Owner of explorations and tests of subsurface conditions at or adjacent to the Site; 2. those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities); and 3. Technical Data contained in such reports and drawings. B. Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the Technical Data expressly identified in the Supplementary Conditions with respect to such reports and drawings, but such reports and drawings are not Contract Documents. If no such express identification has been made, then Contractor may rely upon the accuracy of the Technical Data (as defined in Article 1) contained in any geotechnical or environmental report prepared for the Project and made available to Contractor. Except for such reliance on Technical Data, Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any Technical Data or any such other data, interpretations, opinions, or information. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 13 of 65 5.04 Differing Subsurface or Physical Conditions A. Notice by Contractor: If Contractor believes that any subsurface or physical condition that is uncovered or revealed at the Site either: 1. is of such a nature as to establish that any Technical Data on which Contractor is entitled to rely as provided in Paragraph 5.03 is materially inaccurate; or 2. is of such a nature as to require a change in the Drawings or Specifications; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 7.15), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except with respect to an emergency) until receipt of a written statement permitting Contractor to do so. B. Engineer's Review: After receipt of written notice as required by the preceding paragraph, Engineer will promptly review the subsurface or physical condition in question; determine the necessity of Owner's obtaining additional exploration or tests with respect to the condition; conclude whether the condition falls within any one or more of the differing site condition categories in Paragraph 5.04.A above; obtain any pertinent cost or schedule information from Contractor; prepare recommendations to Owner regarding the Contractor's resumption of Work in connection with the subsurface or physical condition in question and the need for any change in the Drawings or Specifications; and advise Owner in writing of Engineer's findings, conclusions, and recommendations. C. Owner's Statement to Contractor Regarding Site Condition: After receipt of Engineer's written findings, conclusions, and recommendations, Owner shall issue a written statement to Contractor (with a copy to Engineer) regarding the subsurface or physical condition in question, addressing the resumption of Work in connection with such condition, indicating whether any change in the Drawings or Specifications will be made, and adopting or rejecting Engineer's written findings, conclusions, and recommendations, in whole or in part. D. Possible Price and Times Adjustments: 1. Contractor shall be entitled to an equitable adjustment in Contract Price or Contract Times, or both, to the extent that the existence of a differing subsurface or physical condition, or any related delay, disruption, or interference, causes an increase or decrease in Contractor's cost of, or time required for, performance of the Work; subject, however, to the following: a. such condition must fall within any one or more of the categories described in Paragraph 5.04.A; b. with respect to Work that is paid for on a unit price basis, any adjustment in Contract Price will be subject to the provisions of Paragraph 13.03; and, EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 14 of 65 C. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times with respect to a subsurface or physical condition if: a. Contractor knew of the existence of such condition at the time Contractor made a commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract, or otherwise; or b. the existence of such condition reasonably could have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such commitment; or C. Contractor failed to give the written notice as required by Paragraph 5.04.A. 3. If Owner and Contractor agree regarding Contractor's entitlement to and the amount or extent of any adjustment in the Contract Price or Contract Times, or both, then any such adjustment shall be set forth in a Change Order. 4. Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of any adjustment in the Contract Price or Contract Times, or both, no later than 30 days after Owner's issuance of the Owner's written statement to Contractor regarding the subsurface or physical condition in question. 5.05 Underground Facilities A. Contractor's Responsibilities: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or adjacent to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. Owner and Engineer do not warrant or guarantee the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all information and data regarding existing Underground Facilities at the Site; b. locating all Underground Facilities shown or indicated in the Contract Documents as being at the Site; C. coordination of the Work with the owners (including Owner) of such Underground Facilities, during construction; and d. the safety and protection of all existing Underground Facilities at the Site, and repairing any damage thereto resulting from the Work. B. Notice by Contractor: If Contractor believes that an Underground Facility that is uncovered or revealed at the Site was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy, then Contractor shall, promptly after EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 15 of 65 becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 7.15), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. C. Engineer's Review: Engineer will promptly review the Underground Facility and conclude whether such Underground Facility was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy; obtain any pertinent cost or schedule information from Contractor; prepare recommendations to Owner regarding the Contractor's resumption of Work in connection with the Underground Facility in question; determine the extent, if any, to which a change is required in the Drawings or Specifications to reflect and document the consequences of the existence or location of the Underground Facility; and advise Owner in writing of Engineer's findings, conclusions, and recommendations. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. D. Owner's Statement to Contractor Regarding Underground Facility: After receipt of Engineer's written findings, conclusions, and recommendations, Owner shall issue a written statement to Contractor (with a copy to Engineer) regarding the Underground Facility in question, addressing the resumption of Work in connection with such Underground Facility, indicating whether any change in the Drawings or Specifications will be made, and adopting or rejecting Engineer's written findings, conclusions, and recommendations in whole or in part. E. Possible Price and Times Adjustments: 1. Contractor shall be entitled to an equitable adjustment in the Contract Price or Contract Times, or both, to the extent that any existing Underground Facility at the Site that was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy, or any related delay, disruption, or interference, causes an increase or decrease in Contractor's cost of, or time required for, performance of the Work; subject, however, to the following: a. Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated the existence or actual location of the Underground Facility in question; b. With respect to Work that is paid for on a unit price basis, any adjustment in Contract Price will be subject to the provisions of Paragraph 13.03; C. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times; and d. Contractor gave the notice required in Paragraph 5.05.13. 2. If Owner and Contractor agree regarding Contractor's entitlement to and the amount or extent of any adjustment in the Contract Price or Contract Times, or both, then any such adjustment shall be set forth in a Change Order. 3. Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of any adjustment in the Contract Price or Contract Times, or both, no later than 30 days after Owner's issuance of the Owner's written statement to Contractor regarding the Underground Facility in question. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 16 of 65 5.06 Hazardous Environmental Conditions at Site A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports and drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; and 2. Technical Data contained in such reports and drawings. B. Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the Technical Data expressly identified in the Supplementary Conditions with respect to such reports and drawings, but such reports and drawings are not Contract Documents. If no such express identification has been made, then Contractor may rely on the accuracy of the Technical Data (as defined in Article 1) contained in any geotechnical or environmental report prepared for the Project and made available to Contractor. Except for such reliance on Technical Data, Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any Technical Data or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for removing or remediating any Hazardous Environmental Condition encountered, uncovered, or revealed at the Site unless such removal or remediation is expressly identified in the Contract Documents to be within the scope of the Work. D. Contractor shall be responsible for controlling, containing, and duly removing all Constituents of Concern brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible, and for any associated costs; and for the costs of removing and remediating any Hazardous Environmental Condition created by the presence of any such Constituents of Concern. E. If Contractor encounters, uncovers, or reveals a Hazardous Environmental Condition whose removal or remediation is not expressly identified in the Contract Documents as being within the scope of the Work, or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, then Contractor shall immediately: (1) secure or otherwise isolate such condition; (2) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 7.15); and (3) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to permit Owner to timely obtain required permits and provide Contractor the written notice required by Paragraph 5.06.F. If Contractor or anyone for whom Contractor is responsible created the Hazardous Environmental Condition in question, then Owner may remove and remediate the Hazardous Environmental Condition, and impose a set-off against payments to account for the associated costs. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 17 of 65 F. Contractor shall not resume Work in connection with such Hazardous Environmental Condition or in any affected area until after Owner has obtained any required permits related thereto, and delivered written notice to Contractor either (1) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work, or (2) specifying any special conditions under which such Work may be resumed safely. G. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, then within 30 days of Owner's written notice regarding the resumption of Work, Contractor may submit a Change Proposal, or Owner may impose a set-off. H. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work, following the contractual change procedures in Article 11. Owner may have such deleted portion of the Work performed by Owner's own forces or others in accordance with Article 8. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition (1) was not shown or indicated in the Drawings, Specifications, or other Contract Documents, identified as Technical Data entitled to limited reliance pursuant to Paragraph 5.06.6, or identified in the Contract Documents to be included within the scope of the Work, and (2) was not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 5.06.H shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. J. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the failure to control, contain, or remove a Constituent of Concern brought to the Site by Contractor or by anyone for whom Contractor is responsible, or to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 5.06.J shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. K. The provisions of Paragraphs 5.03, 5.04, and 5.05 do not apply to the presence of Constituents of Concern or to a Hazardous Environmental Condition uncovered or revealed at the Site. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 18 of 65 ARTICLE 6 – BONDS AND INSURANCE 6.01 Performance, Payment, and Other Bonds A. Contractor shall furnish a performance bond and a payment bond, each in an amount at least equal to the Contract Price, as security for the faithful performance and payment of all of Contractor's obligations under the Contract. These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Paragraph 15.08, whichever is later, except as provided otherwise by Laws or Regulations, the Supplementary Conditions, or other specific provisions of the Contract. Contractor shall also furnish such other bonds as are required by the Supplementary Conditions or other specific provisions of the Contract. B. All bonds shall be in the form prescribed by the Contract except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (as amended and supplemented) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. A bond signed by an agent or attorney-in-fact must be accompanied by a certified copy of that individual's authority to bind the surety. The evidence of authority shall show that it is effective on the date the agent or attorney-in-fact signed the accompanying bond. C. Contractor shall obtain the required bonds from surety companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds in the required amounts. D. If the surety on a bond furnished by Contractor is declared bankrupt or becomes insolvent, or its right to do business is terminated in any state or jurisdiction where any part of the Project is located, or the surety ceases to meet the requirements above, then Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the bond and surety requirements above. E. If Contractor has failed to obtain a required bond, Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 16. F. Upon request, Owner shall provide a copy of the payment bond to any Subcontractor, Supplier, or other person or entity claiming to have furnished labor or materials used in the performance of the Work. 6.02 Insurance—General Provisions A. Owner and Contractor shall obtain and maintain insurance as required in this Article and in the Supplementary Conditions. B. All insurance required by the Contract to be purchased and maintained by Owner or Contractor shall be obtained from insurance companies that are duly licensed or authorized, in the state or jurisdiction in which the Project is located, to issue insurance policies for the required limits and coverages. Unless a different standard is indicated in the Supplementary Conditions, all companies that provide insurance policies required under this Contract shall have an A.M. Best rating of A -VII or better. C. Contractor shall deliver to Owner, with copies to each named insured and additional insured (as identified in this Article, in the Supplementary Conditions, or elsewhere in the Contract), certificates of insurance establishing that Contractor has obtained and is EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 19 of 65 maintaining the policies, coverages, and endorsements required by the Contract. Upon request by Owner or any other insured, Contractor shall also furnish other evidence of such required insurance, including but not limited to copies of policies and endorsements, and documentation of applicable self-insured retentions and deductibles. Contractor may block out (redact) any confidential premium or pricing information contained in any policy or endorsement furnished under this provision. D. Owner shall deliver to Contractor, with copies to each named insured and additional insured (as identified in this Article, the Supplementary Conditions, or elsewhere in the Contract), certificates of insurance establishing that Owner has obtained and is maintaining the policies, coverages, and endorsements required of Owner by the Contract (if any). Upon request by Contractor or any other insured, Owner shall also provide other evidence of such required insurance (if any), including but not limited to copies of policies and endorsements, and documentation of applicable self-insured retentions and deductibles. Owner may block out (redact) any confidential premium or pricing information contained in any policy or endorsement furnished under this provision. E. Failure of Owner or Contractor to demand such certificates or other evidence of the other party's full compliance with these insurance requirements, or failure of Owner or Contractor to identify a deficiency in compliance from the evidence provided, shall not be construed as a waiver of the other party's obligation to obtain and maintain such insurance. F. If either party does not purchase or maintain all of the insurance required of such party by the Contract, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. G. If Contractor has failed to obtain and maintain required insurance, Owner may exclude the Contractor from the Site, impose an appropriate set-off against payment, and exercise Owner's termination rights under Article 16. H. Without prejudice to any other right or remedy, if a party has failed to obtain required insurance, the other party may elect to obtain equivalent insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and the Contract Price shall be adjusted accordingly. I. Owner does not represent that insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor or Contractor's interests. J. The insurance and insurance limits required herein shall not be deemed as a limitation on Contractor's liability under the indemnities granted to Owner and other individuals and entities in the Contract. 6.03 Contractor's Insurance A. Workers' Compensation: Contractor shall purchase and maintain workers' compensation and employer's liability insurance for: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts. 2. United States Longshoreman and Harbor Workers' Compensation Act and Jones Act coverage (if applicable). 3. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees (by stop -gap endorsement in monopolist worker's compensation states). EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 20 of 65 4. Foreign voluntary worker compensation (if applicable). B. Commercial General Liability—Claims Covered: Contractor shall purchase and maintain commercial general liability insurance, covering all operations by or on behalf of Contractor, on an occurrence basis, against: 1. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees. 2. claims for damages insured by reasonably available personal injury liability coverage. 3. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom. C. Commercial General Liability—Form and Content: Contractor's commercial liability policy shall be written on a 1996 (or later) ISO commercial general liability form (occurrence form) and include the following coverages and endorsements: 1. Products and completed operations coverage: a. Such insurance shall be maintained for three years after final payment. b. Contractor shall furnish Owner and each other additional insured (as identified in the Supplementary Conditions or elsewhere in the Contract) evidence of continuation of such insurance at final payment and three years thereafter. 2. Blanket contractual liability coverage, to the extent permitted by law, including but not limited to coverage of Contractor's contractual indemnity obligations in Paragraph 7.18. 3. Broad form property damage coverage. 4. Severability of interest. 5. Underground, explosion, and collapse coverage. 6. Personal injury coverage. 7. Additional insured endorsements that include both ongoing operations and products and completed operations coverage through ISO Endorsements CG 20 10 10 01 and CG 20 37 10 01 (together); or CG 20 10 07 04 and CG 20 37 07 04 (together); or their equivalent. 8. For design professional additional insureds, ISO Endorsement CG 20 32 07 04, "Additional Insured—Engineers, Architects or Surveyors Not Engaged by the Named Insured" or its equivalent. D. Automobile liability: Contractor shall purchase and maintain automobile liability insurance against claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance, or use of any motor vehicle. The automobile liability policy shall be written on an occurrence basis. E. Umbrella or excess liability: Contractor shall purchase and maintain umbrella or excess liability insurance written over the underlying employer's liability, commercial general liability, and automobile liability insurance described in the paragraphs above. Subject to industry -standard exclusions, the coverage afforded shall follow form as to each and every one of the underlying policies. F. Contractor's pollution liability insurance: Contractor shall purchase and maintain a policy covering third -party injury and property damage claims, including clean-up costs, as a result EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 21 of 65 of pollution conditions arising from Contractor's operations and completed operations. This insurance shall be maintained for no less than three years after final completion. G. Additional insureds: The Contractor's commercial general liability, automobile liability, umbrella or excess, and pollution liability policies shall include and list as additional insureds Owner and Engineer, and any individuals or entities identified in the Supplementary Conditions; include coverage for the respective officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of all such additional insureds; and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby (including as applicable those arising from both ongoing and completed operations) on a non-contributory basis. Contractor shall obtain all necessary endorsements to support these requirements. H. Contractor's professional liability insurance: If Contractor will provide or furnish professional services under this Contract, through a delegation of professional design services or otherwise, then Contractor shall be responsible for purchasing and maintaining applicable professional liability insurance. This insurance shall provide protection against claims arising out of performance of professional design or related services, and caused by a negligent error, omission, or act for which the insured party is legally liable. It shall be maintained throughout the duration of the Contract and for a minimum of two years after Substantial Completion. If such professional design services are performed by a Subcontractor, and not by Contractor itself, then the requirements of this paragraph may be satisfied through the purchasing and maintenance of such insurance by such Subcontractor. General provisions: The policies of insurance required by this Paragraph 6.03 shall: 1. include at least the specific coverages provided in this Article. 2. be written for not less than the limits of liability provided in this Article and in the Supplementary Conditions, or required by Laws or Regulations, whichever is greater. 3. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed, or renewal refused until at least 10 days prior written notice has been given to Contractor. Within three days of receipt of any such written notice, Contractor shall provide a copy of the notice to Owner, Engineer, and each other insured under the policy. 4. remain in effect at least until final payment (and longer if expressly required in this Article) and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work as a warranty or correction obligation, or otherwise, or returning to the Site to conduct other tasks arising from the Contract Documents. 5. be appropriate for the Work being performed and provide protection from claims that may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. J. The coverage requirements for specific policies of insurance must be met by such policies, and not by reference to excess or umbrella insurance provided in other policies. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 22 of 65 6.04 Owner's Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 6.03, Owner, at Owner's option, may purchase and maintain at Owner's expense Owner's own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. B. Owner's liability policies, if any, operate separately and independently from policies required to be provided by Contractor, and Contractor cannot rely upon Owner's liability policies for any of Contractor's obligations to the Owner, Engineer, or third parties. 6.05 Property Insurance A. Builder's Risk: Unless otherwise provided in the Supplementary Conditions, Contractor shall purchase and maintain builder's risk insurance upon the Work on a completed value basis, in the amount of the full insurable replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. include the Owner and Contractor as named insureds, and all Subcontractors, and any individuals or entities required by the Supplementary Conditions to be insured under such builder's risk policy, as insureds or named insureds. For purposes of the remainder of this Paragraph 6.05, Paragraphs 6.06 and 6.07, and any corresponding Supplementary Conditions, the parties required to be insured shall collectively be referred to as "insureds." 2. be written on a builder's risk "all risk" policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire; lightning; windstorm; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; flood; collapse; explosion; debris removal; demolition occasioned by enforcement of Laws and Regulations; water damage (other than that caused by flood); and such other perils or causes of loss as may be specifically required by the Supplementary Conditions. If insurance against mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; or flood, are not commercially available under builder's risk policies, by endorsement or otherwise, such insurance may be provided through other insurance policies acceptable to Owner and Contractor. 3. cover, as insured property, at least the following: (a) the Work and all materials, supplies, machinery, apparatus, equipment, fixtures, and other property of a similar nature that are to be incorporated into or used in the preparation, fabrication, construction, erection, or completion of the Work, including Owner -furnished or assigned property; (b) spare parts inventory required within the scope of the Contract; and (c) temporary works which are not intended to form part of the permanent constructed Work but which are intended to provide working access to the Site, or to the Work under construction, or which are intended to provide temporary support for the Work under construction, including scaffolding, form work, fences, shoring, falsework, and temporary structures. 4. cover expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects). EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 23 of 65 5. extend to cover damage or loss to insured property while in temporary storage at the Site or in a storage location outside the Site (but not including property stored at the premises of a manufacturer or Supplier). 6. extend to cover damage or loss to insured property while in transit. 7. allow for partial occupation or use of the Work by Owner, such that those portions of the Work that are not yet occupied or used by Owner shall remain covered by the builder's risk insurance. 8. allow for the waiver of the insurer's subrogation rights, as set forth below. 9. provide primary coverage for all losses and damages caused by the perils or causes of loss covered. 10. not include a co-insurance clause. 11. include an exception for ensuing losses from physical damage or loss with respect to any defective workmanship, design, or materials exclusions. 12. include performance/hot testing and start-up. 13. be maintained in effect, subject to the provisions herein regarding Substantial Completion and partial occupancy or use of the Work by Owner, until the Work is complete. B. Notice of Cancellation or Change: All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with this Paragraph 6.05 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 10 days prior written notice has been given to the purchasing policyholder. Within three days of receipt of any such written notice, the purchasing policyholder shall provide a copy of the notice to each other insured. C. Deductibles: The purchaser of any required builder's risk or property insurance shall pay for costs not covered because of the application of a policy deductible. D. Partial Occupancy or Use by Owner: If Owner will occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 15.04, then Owner (directly, if it is the purchaser of the builder's risk policy, or through Contractor) will provide notice of such occupancy or use to the builder's risk insurer. The builder's risk insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy; rather, those portions of the Work that are occupied or used by Owner may come off the builder's risk policy, while those portions of the Work not yet occupied or used by Owner shall remain covered by the builder's risk insurance. E. Additional Insurance: If Contractor elects to obtain other special insurance to be included in or supplement the builder's risk or property insurance policies provided under this Paragraph 6.05, it may do so at Contractor's expense. F. Insurance of Other Property: If the express insurance provisions of the Contract do not require or address the insurance of a property item or interest, such as tools, construction equipment, or other personal property owned by Contractor, a Subcontractor, or an employee of Contractor or a Subcontractor, then the entity or individual owning such property item will be responsible for deciding whether to insure it, and if so in what amount. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 24 of 65 6.06 Waiver of Rights A. All policies purchased in accordance with Paragraph 6.05, expressly including the builder's risk policy, shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any insureds thereunder, or against Engineer or its consultants, or their officers, directors, members, partners, employees, agents, consultants, or subcontractors. Owner and Contractor waive all rights against each other and the respective officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, for all losses and damages caused by, arising out of, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Engineer, its consultants, all Subcontractors, all individuals or entities identified in the Supplementary Conditions as insureds, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Owner or Contractor as trustee or fiduciary, or otherwise payable under any policy so issued. B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them, for: 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner's property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial occupancy or use pursuant to Paragraph 15.04, after Substantial Completion pursuant to Paragraph 15.03, or after final payment pursuant to Paragraph 15.06. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to in Paragraph 6.06.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, or the officers, directors, members, partners, employees, agents, consultants, or subcontractors of each and any of them. D. Contractor shall be responsible for assuring that the agreement under which a Subcontractor performs a portion of the Work contains provisions whereby the Subcontractor waives all rights against Owner, Contractor, all individuals or entities identified in the Supplementary Conditions as insureds, the Engineer and its consultants, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by builder's risk insurance and any other property insurance applicable to the Work. 6.07 Receipt and Application of Property Insurance Proceeds A. Any insured loss under the builder's risk and other policies of insurance required by Paragraph 6.05 will be adjusted and settled with the named insured that purchased the EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 25 of 65 policy. Such named insured shall act as fiduciary for the other insureds, and give notice to such other insureds that adjustment and settlement of a claim is in progress. Any other insured may state its position regarding a claim for insured loss in writing within 15 days after notice of such claim. B. Proceeds for such insured losses may be made payable by the insurer either jointly to multiple insureds, or to the named insured that purchased the policy in its own right and as fiduciary for other insureds, subject to the requirements of any applicable mortgage clause. A named insured receiving insurance proceeds under the builder's risk and other policies of insurance required by Paragraph 6.05 shall distribute such proceeds in accordance with such agreement as the parties in interest may reach, or as otherwise required under the dispute resolution provisions of this Contract or applicable Laws and Regulations. C. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the money so received applied on account thereof, and the Work and the cost thereof covered by Change Order, if needed. ARTICLE 7 — CONTRACTOR'S RESPONSIBILITIES 7.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. 7.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours, Monday through Friday. Contractor will not perform Work on a Saturday, Sunday, or any legal holiday. Contractor may perform Work outside regular working hours or on Saturdays, Sundays, or legal holidays only with Owner's written consent, which will not be unreasonably withheld. 7.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start up, and completion of the Work, whether or not such items are specifically called for in the Contract Documents. B. All materials and equipment incorporated into the Work shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 26 of 65 guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 7.04 "Or Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the Contract Price has been based upon Contractor furnishing such item as specified. The specification or description of such an item is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or equal" item is permitted, Contractor may request that Engineer authorize the use of other items of material or equipment, or items from other proposed suppliers under the circumstances described below. 1. If Engineer in its sole discretion determines that an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, Engineer shall deem it an "or equal" item. For the purposes of this paragraph, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment Engineer determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; 3) it has a proven record of performance and availability of responsive service; and 4) it is not objectionable to Owner. b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. B. Contractor's Expense: Contractor shall provide all data in support of any proposed "or equal" item at Contractor's expense. C. Engineer's Evaluation and Determination: Engineer will be allowed a reasonable time to evaluate each "or -equal" request. Engineer may require Contractor to furnish additional data about the proposed "or -equal" item. Engineer will be the sole judge of acceptability. No "or -equal" item will be ordered, furnished, installed, or utilized until Engineer's review is complete and Engineer determines that the proposed item is an "or -equal", which will be evidenced by an approved Shop Drawing or other written communication. Engineer will advise Contractor in writing of any negative determination. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 27 of 65 D. Effect of Engineer's Determination: Neither approval nor denial of an "or -equal" request shall result in any change in Contract Price. The Engineer's denial of an "or -equal" request shall be final and binding, and may not be reversed through an appeal under any provision of the Contract Documents. E. Treatment as a Substitution Request: If Engineer determines that an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item, Contractor may request that Engineer considered the proposed item as a substitute pursuant to Paragraph 7.05. 7.05 Substitutes A. Unless the specification or description of an item of material or equipment required to be furnished under the Contract Documents contains or is followed by words reading that no substitution is permitted, Contractor may request that Engineer authorize the use of other items of material or equipment under the circumstances described below. To the extent possible such requests shall be made before commencement of related construction at the Site. 1. Contractor shall submit sufficient information as provided below to allow Engineer to determine if the item of material or equipment proposed is functionally equivalent to that named and an acceptable substitute therefor. Engineer will not accept requests for review of proposed substitute items of material or equipment from anyone other than Contractor. 2. The requirements for review by Engineer will be as set forth in Paragraph 7.05.13, as supplemented by the Specifications, and as Engineer may decide is appropriate under the circumstances. 3. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application: a. shall certify that the proposed substitute item will: 1) perform adequately the functions and achieve the results called for by the general design, 2) be similar in substance to that specified, and 3) be suited to the same use as that specified. b. will state: 1) the extent, if any, to which the use of the proposed substitute item will necessitate a change in Contract Times, 2) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed substitute item, and 3) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty. c. will identify: 1) all variations of the proposed substitute item from that specified, and EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 28 of 65 2) available engineering, sales, maintenance, repair, and replacement services. d. shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including but not limited to changes in Contract Price, shared savings, costs of redesign, and claims of other contractors affected by any resulting change. B. Engineer's Evaluation and Determination: Engineer will be allowed a reasonable time to evaluate each substitute request, and to obtain comments and direction from Owner. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No substitute will be ordered, furnished, installed, or utilized until Engineer's review is complete and Engineer determines that the proposed item is an acceptable substitute. Engineer's determination will be evidenced by a Field Order or a proposed Change Order accounting for the substitution itself and all related impacts, including changes in Contract Price or Contract Times. Engineer will advise Contractor in writing of any negative determination. C. Special Guarantee: Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. D. Reimbursement of Engineer's Cost: Engineer will record Engineer's costs in evaluating a substitute proposed or submitted by Contractor. Whether or not Engineer approves a substitute so proposed or submitted by Contractor, Contractor shall reimburse Owner for the reasonable charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the reasonable charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute. E. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute at Contractor's expense. F. Effect of Engineer's Determination: If Engineer approves the substitution request, Contractor shall execute the proposed Change Order and proceed with the substitution. The Engineer's denial of a substitution request shall be final and binding, and may not be reversed through an appeal under any provision of the Contract Documents. Contractor may challenge the scope of reimbursement costs imposed under Paragraph 7.05.D, by timely submittal of a Change Proposal. 7.06 Concerning Subcontractors, Suppliers, and Others A. Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work. Such Subcontractors and Suppliers must be acceptable to Owner. B. Contractor shall retain specific Subcontractors, Suppliers, or other individuals or entities for the performance of designated parts of the Work if required by the Contract to do so. C. Subsequent to the submittal of Contractor's Bid or final negotiation of the terms of the Contract, Owner may not require Contractor to retain any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against which Contractor has reasonable objection. D. Prior to entry into any binding subcontract or purchase order, Contractor shall submit to Owner the identity of the proposed Subcontractor or Supplier (unless Owner has already deemed such proposed Subcontractor or Supplier acceptable, during the bidding process or otherwise). Such proposed Subcontractor or Supplier shall be deemed acceptable to Owner unless Owner raises a substantive, reasonable objection within five days. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 29 of 65 E. Owner may require the replacement of any Subcontractor, Supplier, or other individual or entity retained by Contractor to perform any part of the Work. Owner also may require Contractor to retain specific replacements; provided, however, that Owner may not require a replacement to which Contractor has a reasonable objection. If Contractor has submitted the identity of certain Subcontractors, Suppliers, or other individuals or entities for acceptance by Owner, and Owner has accepted it (either in writing or by failing to make written objection thereto), then Owner may subsequently revoke the acceptance of any such Subcontractor, Supplier, or other individual or entity so identified solely on the basis of substantive, reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity. F. If Owner requires the replacement of any Subcontractor, Supplier, or other individual or entity retained by Contractor to perform any part of the Work, then Contractor shall be entitled to an adjustment in Contract Price or Contract Times, or both, with respect to the replacement; and Contractor shall initiate a Change Proposal for such adjustment within 30 days of Owner's requirement of replacement. G. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of the right of Owner to the completion of the Work in accordance with the Contract Documents. H. On a monthly basis Contractor shall submit to Engineer a complete list of all Subcontractors and Suppliers having a direct contract with Contractor, and of all other Subcontractors and Suppliers known to Contractor at the time of submittal. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. J. Contractor shall be solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers, and all other individuals or entities performing or furnishing any of the Work. K. Contractor shall restrict all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work from communicating with Engineer or Owner, except through Contractor or in case of an emergency, or as otherwise expressly allowed herein. L. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. M. All Work performed for Contractor by a Subcontractor or Supplier shall be pursuant to an appropriate contractual agreement that specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. N. Owner may furnish to any Subcontractor or Supplier, to the extent practicable, information about amounts paid to Contractor on account of Work performed for Contractor by the particular Subcontractor or Supplier. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 30 of 65 O. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier, or other individual or entity; nor 2. shall create any obligation on the part of Owner or Engineer to pay or to see to the payment of any money due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. 7.07 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of Owner or Engineer, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. B. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, and its officers, directors, members, partners, employees, agents, consultants, and subcontractors from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device specified in the Contract Documents, but not identified as being subject to payment of any license fee or royalty to others required by patent rights or copyrights. C. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 7.08 Permits A. Unless otherwise provided in the Contract Documents, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of the submission of Contractor's Bid (or when Contractor became bound under a negotiated contract). Owner shall pay all charges of utility owners for connections for providing permanent service to the Work EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 31 of 65 7.09 Taxes A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 7.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work or takes any other action knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all resulting costs and losses, and shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work or other action. It shall not be Contractor's responsibility to make certain that the Work described in the Contract Documents is in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.03. C. Owner or Contractor may give notice to the other party of any changes after the submission of Contractor's Bid (or after the date when Contractor became bound under a negotiated contract) in Laws or Regulations having an effect on the cost or time of performance of the Work, including but not limited to changes in Laws or Regulations having an effect on procuring permits and on sales, use, value-added, consumption, and other similar taxes. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times resulting from such changes, then within 30 days of such notice Contractor may submit a Change Proposal, or Owner may initiate a Claim. 7.11 Record Documents A. Contractor shall maintain in a safe place at the Site one printed record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, written interpretations and clarifications, and approved Shop Drawings. Contractor shall keep such record documents in good order and annotate them to show changes made during construction. These record documents, together with all approved Samples, will be available to Engineer for reference. Upon completion of the Work, Contractor shall deliver these record documents to Engineer. 7.12 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury, or loss to: 1. all persons on the Site or who may be affected by the Work; EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 32 of 65 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, other work in progress, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify Owner; the owners of adjacent property, Underground Facilities, and other utilities; and other contractors and utility owners performing work at or adjacent to the Site, when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property or work in progress. C. Contractor shall comply with the applicable requirements of Owner's safety programs, if any. The Supplementary Conditions identify any Owner's safety programs that are applicable to the Work. D. Contractor shall inform Owner and Engineer of the specific requirements of Contractor's safety program with which Owner's and Engineer's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 7.12.A.2 or 7.12.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor at its expense (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). F. Contractor's duties and responsibilities for safety and protection shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 15.06.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). G. Contractor's duties and responsibilities for safety and protection shall resume whenever Contractor or any Subcontractor or Supplier returns to the Site to fulfill warranty or correction obligations, or to conduct other tasks arising from the Contract Documents. 7.13 Safety Representative A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 7.14 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 33 of 65 exchanged between or among employers at the Site in accordance with Laws or Regulations. 7.15 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. 7.16 Shop Drawings, Samples, and Other Submittals A. Shop Drawing and Sample Submittal Requirements: 1. Before submitting a Shop Drawing or Sample, Contractor shall have: a. reviewed and coordinated the Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; b. determined and verified all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; C. determined and verified the suitability of all materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and d. determined and verified all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. 2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review of that submittal, and that Contractor approves the submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be set forth in a written communication separate from the Shop Drawings or Sample submittal; and, in addition, in the case of Shop Drawings by a specific notation made on each Shop Drawing submitted to Engineer for review and approval of each such variation. B. Submittal Procedures for Shop Drawings and Samples: Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accordance with the accepted Schedule of Submittals. Each submittal will be identified as Engineer may require. 1. Shop Drawings: a. Contractor shall submit the number of copies required in the Specifications. b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 34 of 65 provide and to enable Engineer to review the information for the limited purposes required by Paragraph 7.16.D. 2. Samples: a. Contractor shall submit the number of Samples required in the Specifications. b. Contractor shall clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 7.16.D. 3. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer's review and approval of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. Other Submittals: Contractor shall submit other submittals to Engineer in accordance with the accepted Schedule of Submittals, and pursuant to the applicable terms of the Specifications. D. Engineer's Review: 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions or programs incident thereto. 3. Engineer's review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 4. Engineer's review and approval of a Shop Drawing or Sample shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 7.16.A.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer will document any such approved variation from the requirements of the Contract Documents in a Field Order. 5. Engineer's review and approval of a Shop Drawing or Sample shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 7.16.A and B. 6. Engineer's review and approval of a Shop Drawing or Sample, or of a variation from the requirements of the Contract Documents, shall not, under any circumstances, change the Contract Times or Contract Price, unless such changes are included in a Change Order. 7. Neither Engineer's receipt, review, acceptance or approval of a Shop Drawing, Sample, or other submittal shall result in such item becoming a Contract Document. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 35 of 65 8. Contractor shall perform the Work in compliance with the requirements and commitments set forth in approved Shop Drawings and Samples, subject to the provisions of Paragraph 7.16.D.4. E. Resubmittal Procedures: 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 2. Contractor shall furnish required submittals with sufficient information and accuracy to obtain required approval of an item with no more than three submittals. Engineer will record Engineer's time for reviewing a fourth or subsequent submittal of a Shop Drawings, sample, or other item requiring approval, and Contractor shall be responsible for Engineer's charges to Owner for such time. Owner may impose a set- off against payments due to Contractor to secure reimbursement for such charges. 3. If Contractor requests a change of a previously approved submittal item, Contractor shall be responsible for Engineer's charges to Owner for its review time, and Owner may impose a set-off against payments due to Contractor to secure reimbursement for such charges, unless the need for such change is beyond the control of Contractor. 7.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer; 2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; 5. any review and approval of a Shop Drawing or Sample submittal; 6. the issuance of a notice of acceptability by Engineer; 7. any inspection, test, or approval by others; or 8. any correction of defective Work by Owner. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 36 of 65 D. If the Contract requires the Contractor to accept the assignment of a contract entered into by Owner, then the specific warranties, guarantees, and correction obligations contained in the assigned contract shall govern with respect to Contractor's performance obligations to Owner for the Work described in the assigned contract. 7.18 Indemnification A. To the fullest extent permitted by Laws and Regulations, and in addition to any other obligations of Contractor under the Contract or otherwise, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable. B. In any and all claims against Owner or Engineer or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 7.18.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 7.18.A shall not extend to the liability of Engineer and Engineer's officers, directors, members, partners, employees, agents, consultants and subcontractors arising out of: 1. the preparation or approval of, or the failure to prepare or approve maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 7.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable Laws and Regulations. B. If professional design services or certifications by a design professional related to systems, materials, or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and other submittals prepared by such professional. Shop EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 37 of 65 Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to Engineer. C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy, and completeness of the services, certifications, or approvals performed by such design professionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such services must satisfy. D. Pursuant to this paragraph, Engineer's review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer's review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 7.16.D.1. E. Contractor shall not be responsible for the adequacy of the performance or design criteria specified by Owner or Engineer. ARTICLE 8 — OTHER WORK AT THE SITE 8.01 Other Work A. In addition to and apart from the Work under the Contract Documents, the Owner may perform other work at or adjacent to the Site. Such other work may be performed by Owner's employees, or through contracts between the Owner and third parties. Owner may also arrange to have third -party utility owners perform work on their utilities and facilities at or adjacent to the Site. B. If Owner performs other work at or adjacent to the Site with Owner's employees, or through contracts for such other work, then Owner shall give Contractor written notice thereof prior to starting any such other work. If Owner has advance information regarding the start of any utility work at or adjacent to the Site, Owner shall provide such information to Contractor. C. Contractor shall afford each other contractor that performs such other work, each utility owner performing other work, and Owner, if Owner is performing other work with Owner's employees, proper and safe access to the Site, and provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of Engineer and the others whose work will be affected. D. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 8, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects and deficiencies in such other work. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 38 of 65 8.02 Coordination A. If Owner intends to contract with others for the performance of other work at or adjacent to the Site, to perform other work at or adjacent to the Site with Owner's employees, or to arrange to have utility owners perform work at or adjacent to the Site, the following will be set forth in the Supplementary Conditions or provided to Contractor prior to the start of any such other work: 1. the identity of the individual or entity that will have authority and responsibility for coordination of the activities among the various contractors; 2. an itemization of the specific matters to be covered by such authority and responsibility; and 3. the extent of such authority and responsibilities. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. 8.03 Legal Relationships A. If, in the course of performing other work at or adjacent to the Site for Owner, the Owner's employees, any other contractor working for Owner, or any utility owner causes damage to the Work or to the property of Contractor or its Subcontractors, or delays, disrupts, interferes with, or increases the scope or cost of the performance of the Work, through actions or inaction, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor must submit any Change Proposal seeking an equitable adjustment in the Contract Price or the Contract Times under this paragraph within 30 days of the damaging, delaying, disrupting, or interfering event. The entitlement to, and extent of, any such equitable adjustment shall take into account information (if any) regarding such other work that was provided to Contractor in the Contract Documents prior to the submittal of the Bid or the final negotiation of the terms of the Contract. When applicable, any such equitable adjustment in Contract Price shall be conditioned on Contractor assigning to Owner all Contractor's rights against such other contractor or utility owner with respect to the damage, delay, disruption, or interference that is the subject of the adjustment. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. B. Contractor shall take reasonable and customary measures to avoid damaging, delaying, disrupting, or interfering with the work of Owner, any other contractor, or any utility owner performing other work at or adjacent to the Site. If Contractor fails to take such measures and as a result damages, delays, disrupts, or interferes with the work of any such other contractor or utility owner, then Owner may impose a set-off against payments due to Contractor, and assign to such other contractor or utility owner the Owner's contractual rights against Contractor with respect to the breach of the obligations set forth in this paragraph. C. When Owner is performing other work at or adjacent to the Site with Owner's employees, Contractor shall be liable to Owner for damage to such other work, and for the reasonable direct delay, disruption, and interference costs incurred by Owner as a result of Contractor's failure to take reasonable and customary measures with respect to Owner's other work. In response to such damage, delay, disruption, or interference, Owner may impose a set-off against payments due to Contractor. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 39 of 65 D. If Contractor damages, delays, disrupts, or interferes with the work of any other contractor, or any utility owner performing other work at or adjacent to the Site, through Contractor's failure to take reasonable and customary measures to avoid such impacts, or if any claim arising out of Contractor's actions, inactions, or negligence in performance of the Work at or adjacent to the Site is made by any such other contractor or utility owner against Contractor, Owner, or Engineer, then Contractor shall (1) promptly attempt to settle the claim as to all parties through negotiations with such other contractor or utility owner, or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law, and (2) indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against any such claims, and against all costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such damage, delay, disruption, or interference. ARTICLE 9 — OWNER'S RESPONSIBILITIES 9.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 9.02 Replacement of Engineer A. Owner may at its discretion appoint an engineer to replace Engineer, provided Contractor makes no reasonable objection to the replacement engineer. The replacement engineer's status under the Contract Documents shall be that of the former Engineer. 9.03 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 9.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in the Agreement. 9.05 Lands and Easements; Reports, Tests, and Drawings A. Owner's duties with respect to providing lands and easements are set forth in Paragraph 5.01. B. Owner's duties with respect to providing engineering surveys to establish reference points are set forth in Paragraph 4.03. C. Article 5 refers to Owner's identifying and making available to Contractor copies of reports of explorations and tests of conditions at the Site, and drawings of physical conditions relating to existing surface or subsurface structures at the Site. 9.06 Insurance A. Owner's responsibilities, if any, with respect to purchasing and maintaining liability and property insurance are set forth in Article 6. 9.07 Change Orders A. Owner's responsibilities with respect to Change Orders are set forth in Article 11. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 40 of 65 9.08 Inspections, Tests, and Approvals A. Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 14.02.8. 9.09 Limitations on Owner's Responsibilities A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. 9.10 Undisclosed Hazardous Environmental Condition A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 5.06. 9.11 Evidence of Financial Arrangements A. Upon request of Contractor, Owner shall furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner's obligations under the Contract Documents (including obligations under proposed changes in the Work). 9.12 Safety Programs A. While at the Site, Owner's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Owner has been informed. B. Owner shall furnish copies of any applicable Owner safety programs to Contractor. ARTICLE 10 — ENGINEER'S STATUS DURING CONSTRUCTION 10.01 Owner's Representative A. Engineer will be Owner's representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract. 10.02 Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and responsibility set forth in Paragraph 10.08. Particularly, but without limitation, during EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 41 of 65 or as a result of Engineer's visits or observations of Contractor's Work, Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 10.03 Project Representative A. If Owner and Engineer have agreed that Engineer will furnish a Resident Project Representative to represent Engineer at the Site and assist Engineer in observing the progress and quality of the Work, then the authority and responsibilities of any such Resident Project Representative will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 10.08. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer's consultant, agent, or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. 10.04 Rejecting Defective Work A. Engineer has the authority to reject Work in accordance with Article 14. 10.05 Shop Drawings, Change Orders and Payments A. Engineer's authority, and limitations thereof, as to Shop Drawings and Samples, are set forth in Paragraph 7.16. B. Engineer's authority, and limitations thereof, as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, are set forth in Paragraph 7.19. C. Engineer's authority as to Change Orders is set forth in Article 11. D. Engineer's authority as to Applications for Payment is set forth in Article 15. 10.06 Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor as set forth in Paragraph 13.03. 10.07 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will render decisions regarding the requirements of the Contract Documents, and judge the acceptability of the Work, pursuant to the specific procedures set forth herein for initial interpretations, Change Proposals, and acceptance of the Work. In rendering such decisions and judgments, Engineer will not show partiality to Owner or Contractor, and will not be liable to Owner, Contractor, or others in connection with any proceedings, interpretations, decisions, or judgments conducted or rendered in good faith. 10.08 Limitations on Engineer's Authority and Responsibilities A. Neither Engineer's authority or responsibility under this Article 10 or under any other provision of the Contract, nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer, shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 42 of 65 B. Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Engineer will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. Engineer's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 15.06.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals, that the results certified indicate compliance with the Contract Documents. E. The limitations upon authority and responsibility set forth in this Paragraph 10.08 shall also apply to the Resident Project Representative, if any. 10.09 Compliance with Safety Program A. While at the Site, Engineer's employees and representatives will comply with the specific applicable requirements of Owner's and Contractor's safety programs (if any) of which Engineer has been informed. ARTICLE 11— AMENDING THE CONTRACT DOCUMENTS; CHANGES IN THE WORK 11.01 Amending and Supplementing Contract Documents A. The Contract Documents may be amended or supplemented by a Change Order, a Work Change Directive, or a Field Order. 1. Change Orders: a. If an amendment or supplement to the Contract Documents includes a change in the Contract Price or the Contract Times, such amendment or supplement must be set forth in a Change Order. A Change Order also may be used to establish amendments and supplements of the Contract Documents that do not affect the Contract Price or Contract Times. b. Owner and Contractor may amend those terms and conditions of the Contract Documents that do not involve (1) the performance or acceptability of the Work, (2) the design (as set forth in the Drawings, Specifications, or otherwise), or (3) other engineering or technical matters, without the recommendation of the Engineer. Such an amendment shall be set forth in a Change Order. 2. Work Change Directives: A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the modification ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order, following negotiations by the parties as to the Work Change Directive's effect, if any, on the Contract Price and Contract Times; or, if negotiations are unsuccessful, by a determination under the terms of the Contract Documents governing adjustments, expressly including Paragraph 11.04 regarding change of Contract Price. Contractor must submit any Change Proposal seeking an EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 43 of 65 adjustment of the Contract Price or the Contract Times, or both, no later than 30 days after the completion of the Work set out in the Work Change Directive. Owner must submit any Claim seeking an adjustment of the Contract Price or the Contract Times, or both, no later than 60 days after issuance of the Work Change Directive. 3. Field Orders: Engineer may authorize minor changes in the Work if the changes do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Such changes will be accomplished by a Field Order and will be binding on Owner and also on Contractor, which shall perform the Work involved promptly. If Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, then before proceeding with the Work at issue, Contractor shall submit a Change Proposal as provided herein. 11.02 Owner -Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work. Such changes shall be supported by Engineer's recommendation, to the extent the change involves the design (as set forth in the Drawings, Specifications, or otherwise), or other engineering or technical matters. Such changes may be accomplished by a Change Order, if Owner and Contractor have agreed as to the effect, if any, of the changes on Contract Times or Contract Price; or by a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved; or, in the case of a deletion in the Work, promptly cease construction activities with respect to such deleted Work. Added or revised Work shall be performed under the applicable conditions of the Contract Documents. Nothing in this paragraph shall obligate Contractor to undertake work that Contractor reasonably concludes cannot be performed in a manner consistent with Contractor's safety obligations under the Contract Documents or Laws and Regulations. 11.03 Unauthorized Changes in the Work A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents, as amended, modified, or supplemented, except in the case of an emergency as provided in Paragraph 7.15 or in the case of uncovering Work as provided in Paragraph 14.05. 11.04 Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Change Proposal for an adjustment in the Contract Price shall comply with the provisions of Paragraph 11.06. Any Claim for an adjustment of Contract Price shall comply with the provisions of Article 12. B. An adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, then by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 13.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, then by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 11.04.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and the parties do not reach mutual agreement to a lump sum, then on EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 44 of 65 the basis of the Cost of the Work (determined as provided in Paragraph 13.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 11.04.C). C. Contractor's Fee: When applicable, the Contractor's fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 13.01.6.1 and 13.01.B.2, the Contractor's fee shall be 15 percent; b. for costs incurred under Paragraph 13.01.6.3, the Contractor's fee shall be five percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 11.01.C.2.a and 11.01.C.2.b is that the Contractor's fee shall be based on: (1) a fee of 15 percent of the costs incurred under Paragraphs 13.01.A.1 and 13.01.A.2 by the Subcontractor that actually performs the Work, at whatever tier, and (2) with respect to Contractor itself and to any Subcontractors of a tier higher than that of the Subcontractor that actually performs the Work, a fee of five percent of the amount (fee plus underlying costs incurred) attributable to the next lower tier Subcontractor; provided, however, that for any such subcontracted work the maximum total fee to be paid by Owner shall be no greater than 27 percent of the costs incurred by the Subcontractor that actually performs the work; d. no fee shall be payable on the basis of costs itemized under Paragraphs 13.01.13.4, 13.01.6.5, and 13.01.C; e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with Paragraphs 11.04.C.2.a through 11.04.C.2.e, inclusive. 11.05 Change of Contract Times A. The Contract Times may only be changed by a Change Order. Any Change Proposal for an adjustment in the Contract Times shall comply with the provisions of Paragraph 11.06. Any Claim for an adjustment in the Contract Times shall comply with the provisions of Article 12. B. An adjustment of the Contract Times shall be subject to the limitations set forth in Paragraph 4.05, concerning delays in Contractor's progress. 11.06 Change Proposals A. Contractor shall submit a Change Proposal to Engineer to request an adjustment in the Contract Times or Contract Price; appeal an initial decision by Engineer concerning the requirements of the Contract Documents or relating to the acceptability of the Work under the Contract Documents; contest a set-off against payment due; or seek other relief under EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 45 of 65 the Contract. The Change Proposal shall specify any proposed change in Contract Times or Contract Price, or both, or other proposed relief, and explain the reason for the proposed change, with citations to any governing or applicable provisions of the Contract Documents. 1. Procedures: Contractor shall submit each Change Proposal to Engineer promptly (but in no event later than 30 days) after the start of the event giving rise thereto, or after such initial decision. The Contractor shall submit supporting data, including the proposed change in Contract Price or Contract Time (if any), to the Engineer and Owner within 15 days after the submittal of the Change Proposal. The supporting data shall be accompanied by a written statement that the supporting data are accurate and complete, and that any requested time or price adjustment is the entire adjustment to which Contractor believes it is entitled as a result of said event. Engineer will advise Owner regarding the Change Proposal, and consider any comments or response from Owner regarding the Change Proposal. 2. Engineer's Action: Engineer will review each Change Proposal and, within 30 days after receipt of the Contractor's supporting data, either deny the Change Proposal in whole, approve it in whole, or deny it in part and approve it in part. Such actions shall be in writing, with a copy provided to Owner and Contractor. If Engineer does not take action on the Change Proposal within 30 days, then either Owner or Contractor may at any time thereafter submit a letter to the other party indicating that as a result of Engineer's inaction the Change Proposal is deemed denied, thereby commencing the time for appeal of the denial under Article 12. 3. Binding Decision: Engineer's decision will be final and binding upon Owner and Contractor, unless Owner or Contractor appeals the decision by filing a Claim under Article 12. B. Resolution of Certain Change Proposals: If the Change Proposal does not involve the design (as set forth in the Drawings, Specifications, or otherwise), the acceptability of the Work, or other engineering or technical matters, then Engineer will notify the parties that the Engineer is unable to resolve the Change Proposal. For purposes of further resolution of such a Change Proposal, such notice shall be deemed a denial, and Contractor may choose to seek resolution under the terms of Article 12. 11.07 Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders covering: 1. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; 2. changes in Contract Price resulting from an Owner set-off, unless Contractor has duly contested such set-off; 3. changes in the Work which are: (a) ordered by Owner pursuant to Paragraph 11.02, (b) required because of Owner's acceptance of defective Work under Paragraph 14.04 or Owner's correction of defective Work under Paragraph 14.07, or (c) agreed to by the parties, subject to the need for Engineer's recommendation if the change in the Work involves the design (as set forth in the Drawings, Specifications, or otherwise), or other engineering or technical matters; and 4. changes in the Contract Price or Contract Times, or other changes, which embody the substance of any final and binding results under Paragraph 11.06, or Article 12. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 46 of 65 B. If Owner or Contractor refuses to execute a Change Order that is required to be executed under the terms of this Paragraph 11.07, it shall be deemed to be of full force and effect, as if fully executed. 11.08 Notification to Surety A. If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. ARTICLE 12 — CLAIMS 12.01 Claims A. Claims Process: The following disputes between Owner and Contractor shall be submitted to the Claims process set forth in this Article: 1. Appeals by Owner or Contractor of Engineer's decisions regarding Change Proposals; 2. Owner demands for adjustments in the Contract Price or Contract Times, or other relief under the Contract Documents; and 3. Disputes that Engineer has been unable to address because they do not involve the design (as set forth in the Drawings, Specifications, or otherwise), the acceptability of the Work, or other engineering or technical matters. B. Submittal of Claim: The party submitting a Claim shall deliver it directly to the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto; in the case of appeals regarding Change Proposals within 30 days of the decision under appeal. The party submitting the Claim shall also furnish a copy to the Engineer, for its information only. The responsibility to substantiate a Claim shall rest with the party making the Claim. In the case of a Claim by Contractor seeking an increase in the Contract Times or Contract Price, or both, Contractor shall certify that the Claim is made in good faith, that the supporting data are accurate and complete, and that to the best of Contractor's knowledge and belief the amount of time or money requested accurately reflects the full amount to which Contractor is entitled. C. Review and Resolution: The party receiving a Claim shall review it thoroughly, giving full consideration to its merits. The two parties shall seek to resolve the Claim through the exchange of information and direct negotiations. The parties may extend the time for resolving the Claim by mutual agreement. All actions taken on a Claim shall be stated in writing and submitted to the other party, with a copy to Engineer. D. Mediation: 1. At any time after initiation of a Claim, Owner and Contractor may mutually agree to mediation of the underlying dispute. The agreement to mediate shall stay the Claim submittal and response process. 2. If Owner and Contractor agree to mediation, then after 60 days from such agreement, either Owner or Contractor may unilaterally terminate the mediation process, and the Claim submittal and decision process shall resume as of the date of the termination. If the mediation proceeds but is unsuccessful in resolving the dispute, the Claim EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 47 of 65 submittal and decision process shall resume as of the date of the conclusion of the mediation, as determined by the mediator. 3. Owner and Contractor shall each pay one-half of the mediator's fees and costs. E. Partial Approval: If the party receiving a Claim approves the Claim in part and denies it in part, such action shall be final and binding unless within 30 days of such action the other party invokes the procedure set forth in Article 17 for final resolution of disputes. F. Denial of Claim: If efforts to resolve a Claim are not successful, the party receiving the Claim may deny it by giving written notice of denial to the other party. If the receiving party does not take action on the Claim within 90 days, then either Owner or Contractor may at any time thereafter submit a letter to the other party indicating that as a result of the inaction, the Claim is deemed denied, thereby commencing the time for appeal of the denial. A denial of the Claim shall be final and binding unless within 30 days of the denial the other party invokes the procedure set forth in Article 17 for the final resolution of disputes. G. Final and Binding Results: If the parties reach a mutual agreement regarding a Claim, whether through approval of the Claim, direct negotiations, mediation, or otherwise; or if a Claim is approved in part and denied in part, or denied in full, and such actions become final and binding; then the results of the agreement or action on the Claim shall be incorporated in a Change Order to the extent they affect the Contract, including the Work, the Contract Times, or the Contract Price. ARTICLE 13 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 13.01 Cost of the Work A. Purposes for Determination of Cost of the Work: The term Cost of the Work means the sum of all costs necessary for the proper performance of the Work at issue, as further defined below. The provisions of this Paragraph 13.01 are used for two distinct purposes: 1. To determine Cost of the Work when Cost of the Work is a component of the Contract Price, under cost -plus -fee, time -and -materials, or other cost -based terms; or 2. To determine the value of a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price. When the value of any such adjustment is determined on the basis of Cost of the Work, Contractor is entitled only to those additional or incremental costs required because of the change in the Work or because of the event giving rise to the adjustment. B. Costs Included: Except as otherwise may be agreed to in writing by Owner, costs included in the Cost of the Work shall be in amounts no higher than those prevailing in the locality of the Project, shall not include any of the costs itemized in Paragraph 13.01.C, and shall include only the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, and vacation and holiday pay applicable EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 48 of 65 thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates, and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 13.01. 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. C. Rentals of all construction equipment and machinery, and the parts thereof, whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, as imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 6.05), provided such losses and damages have resulted from causes EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 49 of 65 other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as communication service at the Site, express and courier services, and similar petty cash items in connection with the Work. The costs of premiums for all bonds and insurance that Contractor is required by the Contract Documents to purchase and maintain. C. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 13.01.13.1 or specifically covered by Paragraph 13.01.13.4. The payroll costs and other compensation excluded here are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraph 13.01.13. D. Contractor's Fee: When the Work as a whole is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 11.04.C. E. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to this Article 13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 13.02 Allowances A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 50 of 65 B. Cash Allowances: Contractor agrees that: 1. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and 2. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 13.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Payments to Contractor for Unit Price Work will be based on actual quantities. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer's written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of the following paragraph. E. Within 30 days of Engineer's written decision under the preceding paragraph, Contractor may submit a Change Proposal, or Owner may file a Claim, seeking an adjustment in the Contract Price if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; 2. there is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that it is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price, and the parties are unable to agree as to the amount of any such increase or decrease. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 51 of 65 ARTICLE 14 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 14.01 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and authorities having jurisdiction will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 14.02 Tests, Inspections, and Approvals A. Contractor shall give Engineer timely notice of readiness of the Work (or specific parts thereof) for all required inspections and tests, and shall cooperate with inspection and testing personnel to facilitate required inspections and tests. B. Owner shall retain and pay for the services of an independent inspector, testing laboratory, or other qualified individual or entity to perform all inspections and tests expressly required by the Contract Documents to be furnished and paid for by Owner, except that costs incurred in connection with tests or inspections of covered Work shall be governed by the provisions of Paragraph 14.05. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. D. Contractor shall be responsible for arranging, obtaining, and paying for all inspections and tests required: 1. by the Contract Documents, unless the Contract Documents expressly allocate responsibility for a specific inspection or test to Owner; 2. to attain Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work; 3. by manufacturers of equipment furnished under the Contract Documents; 4. for testing, adjusting, and balancing of mechanical, electrical, and other equipment to be incorporated into the Work; and 5. for acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections and tests shall be performed by independent inspectors, testing laboratories, or other qualified individuals or entities acceptable to Owner and Engineer. E. If the Contract Documents require the Work (or part thereof) to be approved by Owner, Engineer, or another designated individual or entity, then Contractor shall assume full responsibility for arranging and obtaining such approvals. F. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer, uncover such Work for observation. Such uncovering shall be at Contractor's expense unless Contractor had given Engineer timely notice of Contractor's intention to EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 52 of 65 cover the same and Engineer had not acted with reasonable promptness in response to such notice. 14.03 Defective Work A. Contractor's Obligation: It is Contractor's obligation to assure that the Work is not defective. B. Engineer's Authority: Engineer has the authority to determine whether Work is defective, and to reject defective Work. C. Notice of Defects: Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. D. Correction, or Removal and Replacement: Promptly after receipt of written notice of defective Work, Contractor shall correct all such defective Work, whether or not fabricated, installed, or completed, or, if Engineer has rejected the defective Work, remove it from the Project and replace it with Work that is not defective. E. Preservation of Warranties: When correcting defective Work, Contractor shall take no action that would void or otherwise impair Owner's special warranty and guarantee, if any, on said Work. F. Costs and Damages: In addition to its correction, removal, and replacement obligations with respect to defective Work, Contractor shall pay all claims, costs, losses, and damages arising out of or relating to defective Work, including but not limited to the cost of the inspection, testing, correction, removal, replacement, or reconstruction of such defective Work, fines levied against Owner by governmental authorities because the Work is defective, and the costs of repair or replacement of work of others resulting from defective Work. Prior to final payment, if Owner and Contractor are unable to agree as to the measure of such claims, costs, losses, and damages resulting from defective Work, then Owner may impose a reasonable set-off against payments due under Article 15. 14.04 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner prefers to accept it, Owner may do so (subject, if such acceptance occurs prior to final payment, to Engineer's confirmation that such acceptance is in general accord with the design intent and applicable engineering principles, and will not endanger public safety). Contractor shall pay all claims, costs, losses, and damages attributable to Owner's evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness), and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to final payment, the necessary revisions in the Contract Documents with respect to the Work shall be incorporated in a Change Order. If the parties are unable to agree as to the decrease in the Contract Price, reflecting the diminished value of Work so accepted, then Owner may impose a reasonable set-off against payments due under Article 15. If the acceptance of defective Work occurs after final payment, Contractor shall pay an appropriate amount to Owner. 14.05 Uncovering Work A. Engineer has the authority to require special inspection or testing of the Work, whether or not the Work is fabricated, installed, or completed. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 53 of 65 B. If any Work is covered contrary to the written request of Engineer, then Contractor shall, if requested by Engineer, uncover such Work for Engineer's observation, and then replace the covering, all at Contractor's expense. C. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, then Contractor, at Engineer's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, and provide all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall be responsible for all claims, costs, losses, and damages arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and pending Contractor's full discharge of this responsibility the Owner shall be entitled to impose a reasonable set-off against payments due under Article 15. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, then Contractor may submit a Change Proposal within 30 days of the determination that the Work is not defective. 14.06 Owner May Stop the Work A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, then Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 14.07 Owner May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work, or to remove and replace rejected Work as required by Engineer, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, then Owner may, after seven days written notice to Contractor, correct or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 14.07, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees, Owner's other contractors, and Engineer and Engineer's consultants access to the Site to enable Owner to exercise the rights and remedies under this paragraph. C. All claims, costs, losses, and damages incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 14.07 will be charged against Contractor as set- offs against payments due under Article 15. Such claims, costs, losses and damages will EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 54 of 65 include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 14.07. ARTICLE 15 — PAYMENTS TO CONTRACTOR; SET -OFFS; COMPLETION; CORRECTION PERIOD 15.01 Progress Payments A. Basis for Progress Payments: The Schedule of Values established as provided in Article 2 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed during the pay period, as determined under the provisions of Paragraph 13.03. Progress payments for cost -based Work will be based on Cost of the Work completed by Contractor during the pay period. B. Applications for Payments: 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens, and evidence that the materials and equipment are covered by appropriate property insurance, a warehouse bond, or other arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. C. Review of Applications: 1. Engineer will, within 10 days after receipt of each Application for Payment, including each resubmittal, either indicate in writing a recommendation of payment and present the Application to Owner, or return the Application to Contractor indicating in writing Engineer's reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. Engineer's recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer's observations of the executed Work as an experienced and qualified design professional, and on Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer's knowledge, information and belief: EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 55 of 65 a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Unit Price Work under Paragraph 13.03, and any other qualifications stated in the recommendation); and c. the conditions precedent to Contractor's being entitled to such payment appear to have been fulfilled in so far as it is Engineer's responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. 4. Neither Engineer's review of Contractor's Work for the purposes of recommending payments nor Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work, or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has used the money paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner stated in Paragraph 15.01.C.2. 6. Engineer will recommend reductions in payment (set -offs) necessary in Engineer's opinion to protect Owner from loss because: a. the Work is defective, requiring correction or replacement; b. the Contract Price has been reduced by Change Orders; C. Owner has been required to correct defective Work in accordance with Paragraph 14.07, or has accepted defective Work pursuant to Paragraph 14.04; d. Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible; or EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 56 of 65 e. Engineer has actual knowledge of the occurrence of any of the events that would constitute a default by Contractor and therefore justify termination for cause under the Contract Documents. D. Payment Becomes Due: 1. Ten days after presentation of the Application for Payment to Owner with Engineer's recommendation, the amount recommended (subject to any Owner set -offs) will become due, and when due will be paid by Owner to Contractor. E. Reductions in Payment by Owner: 1. In addition to any reductions in payment (set -offs) recommended by Engineer, Owner is entitled to impose a set-off against payment based on any of the following: a. claims have been made against Owner on account of Contractor's conduct in the performance or furnishing of the Work, or Owner has incurred costs, losses, or damages on account of Contractor's conduct in the performance or furnishing of the Work, including but not limited to claims, costs, losses, or damages from workplace injuries, adjacent property damage, non-compliance with Laws and Regulations, and patent infringement; b. Contractor has failed to take reasonable and customary measures to avoid damage, delay, disruption, and interference with other work at or adjacent to the Site; C. Contractor has failed to provide and maintain required bonds or insurance; d. Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible; e. Owner has incurred extra charges or engineering costs related to submittal reviews, evaluations of proposed substitutes, tests and inspections, or return visits to manufacturing or assembly facilities; f. the Work is defective, requiring correction or replacement; g. Owner has been required to correct defective Work in accordance with Paragraph 14.07, or has accepted defective Work pursuant to Paragraph 14.04; h. the Contract Price has been reduced by Change Orders; i. an event that would constitute a default by Contractor and therefore justify a termination for cause has occurred; j. liquidated damages have accrued as a result of Contractor's failure to achieve Milestones, Substantial Completion, or final completion of the Work; k. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens; I. there are other items entitling Owner to a set off against the amount recommended. 2. If Owner imposes any set-off against payment, whether based on its own knowledge or on the written recommendations of Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and the specific amount of the reduction, and promptly pay Contractor any amount EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 57 of 65 remaining after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, if Contractor remedies the reasons for such action. The reduction imposed shall be binding on Contractor unless it duly submits a Change Proposal contesting the reduction. 3. Upon a subsequent determination that Owner's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 15.01.C.1 and subject to interest as provided in the Agreement. 15.02 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment furnished under the Contract will pass to Owner free and clear of (1) all Liens and other title defects, and (2) all patent, licensing, copyright, or royalty obligations, no later than seven days after the time of payment by Owner. 15.03 Substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete and request that Engineer issue a certificate of Substantial Completion. Contractor shall at the same time submit to Owner and Engineer an initial draft of punch list items to be completed or corrected before final payment. B. Promptly after Contractor's notification, Owner, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a preliminary certificate of Substantial Completion which shall fix the date of Substantial Completion. Engineer shall attach to the certificate a punch list of items to be completed or corrected before final payment. Owner shall have seven days after receipt of the preliminary certificate during which to make written objection to Engineer as to any provisions of the certificate or attached punch list. If, after considering the objections to the provisions of the preliminary certificate, Engineer concludes that the Work is not substantially complete, Engineer will, within 14 days after submission of the preliminary certificate to Owner, notify Contractor in writing that the Work is not substantially complete, stating the reasons therefor. If Owner does not object to the provisions of the certificate, or if despite consideration of Owner's objections Engineer concludes that the Work is substantially complete, then Engineer will, within said 14 days, execute and deliver to Owner and Contractor a final certificate of Substantial Completion (with a revised punch list of items to be completed or corrected) reflecting such changes from the preliminary certificate as Engineer believes justified after consideration of any objections from Owner. D. At the time of receipt of the preliminary certificate of Substantial Completion, Owner and Contractor will confer regarding Owner's use or occupancy of the Work following Substantial Completion, review the builder's risk insurance policy with respect to the end of the builder's risk coverage, and confirm the transition to coverage of the Work under a permanent property insurance policy held by Owner. Unless Owner and Contractor agree otherwise in writing, Owner shall bear responsibility for security, operation, protection of the Work, property insurance, maintenance, heat, and utilities upon Owner's use or occupancy of the Work. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 58 of 65 E. After Substantial Completion the Contractor shall promptly begin work on the punch list of items to be completed or corrected prior to final payment. In appropriate cases Contractor may submit monthly Applications for Payment for completed punch list items, following the progress payment procedures set forth above. F. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to remove its property and complete or correct items on the punch list. 15.04 Partial Use or Occupancy A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, subject to the following conditions: 1. At any time Owner may request in writing that Contractor permit Owner to use or occupy any such part of the Work that Owner believes to be substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor, Owner, and Engineer will follow the procedures of Paragraph 15.03.A through E for that part of the Work. 2. At any time Contractor may notify Owner and Engineer in writing that Contractor considers any such part of the Work substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 3. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 15.03 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 4. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Paragraph 6.05 regarding builder's risk or other property insurance. 15.05 Final Inspection A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work, or agreed portion thereof, is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 15.06 Final Payment A. Application for Payment: 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance, certificates of EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 59 of 65 inspection, annotated record documents (as provided in Paragraph 7.11), and other documents, Contractor may make application for final payment. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents; b. consent of the surety, if any, to final payment; c. satisfactory evidence that all title issues have been resolved such that title to all Work, materials, and equipment has passed to Owner free and clear of any Liens or other title defects, or will so pass upon final payment. d. a list of all disputes that Contractor believes are unsettled; and e. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of the Work, and of Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in Paragraph 15.06.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (a) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (b) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner might in any way be responsible, or which might in any way result in liens or other burdens on Owner's property, have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien, or Owner at its option may issue joint checks payable to Contractor and specified Subcontractors and Suppliers. B. Engineer's Review of Application and Acceptance: 1. If, on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor's other obligations under the Contract have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer's recommendation of final payment and present the Application for Payment to Owner for payment. Such recommendation shall account for any set -offs against payment that are necessary in Engineer's opinion to protect Owner from loss for the reasons stated above with respect to progress payments. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable, subject to the provisions of Paragraph 15.07. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. C. Completion of Work: The Work is complete (subject to surviving obligations) when it is ready for final payment as established by the Engineer's written recommendation of final payment. D. Payment Becomes Due: Thirty days after the presentation to Owner of the final Application for Payment and accompanying documentation, the amount recommended by Engineer (less any further sum Owner is entitled to set off against Engineer's recommendation, EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 60 of 65 including but not limited to set -offs for liquidated damages and set -offs allowed under the provisions above with respect to progress payments) will become due and shall be paid by Owner to Contractor. 15.07 Waiver of Claims A. The making of final payment will not constitute a waiver by Owner of claims or rights against Contractor. Owner expressly reserves claims and rights arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 15.05, from Contractor's failure to comply with the Contract Documents or the terms of any special guarantees specified therein, from outstanding Claims by Owner, or from Contractor's continuing obligations under the Contract Documents. B. The acceptance of final payment by Contractor will constitute a waiver by Contractor of all claims and rights against Owner other than those pending matters that have been duly submitted or appealed under the provisions of Article 17. 15.08 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents, or by any specific provision of the Contract Documents), any Work is found to be defective, or if the repair of any damages to the Site, adjacent areas that Contractor has arranged to use through construction easements or otherwise, and other adjacent areas used by Contractor as permitted by Laws and Regulations, is found to be defective, then Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions: 1. correct the defective repairs to the Site or such other adjacent areas; 2. correct such defective Work; 3. if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others, or to other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others). C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this paragraph, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 61 of 65 E. Contractor's obligations under this paragraph are in addition to all other obligations and warranties. The provisions of this paragraph shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. ARTICLE 16 — SUSPENSION OF WORK AND TERMINATION 16.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by written notice to Contractor and Engineer. Such notice will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be entitled to an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension. Any Change Proposal seeking such adjustments shall be submitted no later than 30 days after the date fixed for resumption of Work. 16.02 Owner May Terminate for Cause A. The occurrence of any one or more of the following events will constitute a default by Contractor and justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule); 2. Failure of Contractor to perform or otherwise to comply with a material term of the Contract Documents; 3. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; or 4. Contractor's repeated disregard of the authority of Owner or Engineer. B. If one or more of the events identified in Paragraph 16.02.A occurs, then after giving Contractor (and any surety) ten days written notice that Owner is considering a declaration that Contractor is in default and termination of the contract, Owner may proceed to: 1. declare Contractor to be in default, and give Contractor (and any surety) notice that the Contract is terminated; and 2. enforce the rights available to Owner under any applicable performance bond. C. Subject to the terms and operation of any applicable performance bond, if Owner has terminated the Contract for cause, Owner may exclude Contractor from the Site, take possession of the Work, incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere, and complete the Work as Owner may deem expedient. D. Owner may not proceed with termination of the Contract under Paragraph 16.02.13 if Contractor within seven days of receipt of notice of intent to terminate begins to correct its failure to perform and proceeds diligently to cure such failure. E. If Owner proceeds as provided in Paragraph 16.02.13, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds the cost to complete the Work, including all related claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals) sustained by Owner, such excess will be paid to Contractor. If the cost to complete the Work including such related claims, costs, losses, EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 62 of 65 and damages exceeds such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or remedies under this paragraph, Owner shall not be required to obtain the lowest price for the Work performed. F. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue, or any rights or remedies of Owner against Contractor or any surety under any payment bond or performance bond. Any retention or payment of money due Contractor by Owner will not release Contractor from liability. G. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 6.01.A, the provisions of that bond shall govern over any inconsistent provisions of Paragraphs 16.02.6 and 16.02.D. 16.03 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. other reasonable expenses directly attributable to termination, including costs incurred to prepare a termination for convenience cost proposal. B. Contractor shall not be paid on account of loss of anticipated overhead, profits, or revenue, or other economic loss arising out of or resulting from such termination. 16.04 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (1) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (2) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (3) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the contract and recover from Owner payment on the same terms as provided in Paragraph 16.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this paragraph are not intended to preclude Contractor from submitting a Change Proposal for an adjustment in Contract Price or Contract Times or otherwise for EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 63 of 65 expenses or damage directly attributable to Contractor's stopping the Work as permitted by this paragraph. ARTICLE 17 — FINAL RESOLUTION OF DISPUTES 17.01 Methods and Procedures A. Disputes Subject to Final Resolution: The following disputed matters are subject to final resolution under the provisions of this Article: 1. A timely appeal of an approval in part and denial in part of a Claim, or of a denial in full; and 2. Disputes between Owner and Contractor concerning the Work or obligations under the Contract Documents, and arising after final payment has been made. B. Final Resolution of Disputes: For any dispute subject to resolution under this Article, Owner or Contractor may: 1. elect in writing to invoke the dispute resolution process provided for in the Supplementary Conditions; or 2. agree with the other party to submit the dispute to another dispute resolution process; or 3. if no dispute resolution process is provided for in the Supplementary Conditions or mutually agreed to, give written notice to the other party of the intent to submit the dispute to a court of competent jurisdiction. ARTICLE 18 — MISCELLANEOUS 18.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person, by a commercial courier service or otherwise, to the individual or to a member of the firm or to an officer of the corporation for which it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the sender of the notice. 18.02 Computation of Times A. When any period of time is referred to in the Contract by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 18.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract. The provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 64 of 65 18.04 Limitation of Damages A. With respect to any and all Change Proposals, Claims, disputes subject to final resolution, and other matters at issue, neither Owner nor Engineer, nor any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, shall be liable to Contractor for any claims, costs, losses, or damages sustained by Contractor on or in connection with any other project or anticipated project. 18.05 No Waiver A. A party's non -enforcement of any provision shall not constitute a waiver of that provision, nor shall it affect the enforceability of that provision or of the remainder of this Contract. 18.06 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract, as well as all continuing obligations indicated in the Contract, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 18.07 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. 18.08 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 65 of 65 SUPPLEMENTARY GENERAL CONDITIONS SGC0 INTRODUCTION............................................................................................. SGC 1.01 DEFINED TERMS........................................................................................... SGC 2.01 DELIVERY OF BONDS AND EVIDENCE OF INSURANCE .......................... SGC 2.03 BEFORE STARTING CONSTRUCTION........................................................ SGC 2.04 PRECONSTRUCTION CONFERENCE; DESIGNATION OF AUTHORIZED REPRESENTATIVES...................................................................................... SGC 2.05 INITIAL ACCEPTANCE OF SCHEDULES...................................................... SGC 3.02 REFERENCE STANDARDS........................................................................... SGC 4.03 REFERENCE POINTS.................................................................................... SGC 4.04 PROGRESS SCHEDULE................................................................................ SGC 5.03 SUBSURFACE AND PHYSICAL CONDITIONS ............................................. SGC 5.04 DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS .......................... SGC 5.06 HAZARDOUS ENVIRONMENTAL CONDITIONS AT SITE ........................... SGC 6.01 PERFORAMNCE, PAYMENT, AND OTHER BONDS .................................... SGC 6.03 CONTRACTOR'S INSURANCE...................................................................... SGC 6.04 OWNER'S LIABILITY INSURANCE................................................................ SGC 6.05 PROPERTY INSURANCE............................................................................... SGC 6.06 WAIVER OF RIGHTS...................................................................................... SGC 7.02 LABOR; WORKING HOURS........................................................................... SGC 7.06 CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS............ SGC 7.10 LAWS AND REGULATIONS........................................................................... SGC 7.12 SAFETY AND PROTECTION......................................................................... SGC 7.18 INDEMNIFICATION......................................................................................... SGC 8.01 RELATED WORK AT SITE............................................................................. SGC 9.11 EVIDENCE OF FINANCIAL ARRANGEMENTS ............................................. SGC10.02 VISITS TO SITE.............................................................................................. SGC 10.08 LIMITATION ON ENGINEER'S AUTHORITY AND RESPONSIBILITIES ...... SGC12.01 CLAIMS........................................................................................................... SGC13.01 COST OF THE WORK.................................................................................... SGC 13.03 UNIT PRICE WORK........................................................................................ SGC 14.02 TESTS, INSPECTIONS, AND APPROVALS .................................................. SGC 15.01 PROGRESS PAYMENTS............................................................................... SGC 15.05 FINAL INSPECTION....................................................................................... SGC 15.06 FINAL PAYMENT............................................................................................ SGC 15.08 CORRECTION PERIOD.................................................................................. SGC 17.01 METHODS AND PROCEDURES................................................................... 1 1 1 1 .2 .2 .2 .4 .4 .5 .5 .5 .5 .5 .7 .7 .7 .7 .7 .8 .8 .9 .9 .9 .9 10 10 10 10 11 11 12 12 12 13 GENERAL SPECIFICATIONS AND SUPPLEMENTARY GENERAL CONDITIONS STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 SUPPLEMENTARY GENERAL CONDITIONS SGC 0 INTRODUCTION These Supplementary General Conditions amend or supplement the Standard General Conditions of the Construction Contract (EJCDC C-700, 2013 Edition) and other provisions of the Contract Documents as indicated below. All provisions, which are not so amended or supplemented, remain in full force and effect. SGC 1.01 DEFINED TERMS The terms used in these Supplementary Conditions, which are defined in the Standard General Conditions of the Construction Contract (C-700, 2013 Edition), have the meanings assigned to them in the General Conditions. Owner shall mean the City of Monticello, 505 Walnut Street, Suite 1, Monticello, MN 55362. Engineer shall mean the City Engineer of the City of Monticello or the Engineer representing the Owner on the project. Department shall mean the City of Monticello Engineering Department. Contractor shall mean the individual or entity with whom the Owner has entered into the Agreement. Observer shall mean the individual or entity with whom the Owner and Engineer is represented in the observation and construction of the project. SGC 2.01 DELIVERY OF BONDS AND EVIDENCE OF INSURANCE Delete paragraph 2.01.13 and insert the following: B. Before any work at the site is started, Contractor shall deliver to Owner, with a copy to Engineer, certificates (and other evidence of insurance requested by Owner) which Contractor is required to purchase and maintain in accordance with paragraphs 5.03.13 and 5.04. SGC 2.03 BEFORE STARTING CONSTRUCTION Paragraph 2.03.A of the General Conditions shall be deleted in its entirety and replaced by the following paragraphs. A. Within ten (10) days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements) and before the preconstruction conference, Contractor shall submit to Engineer the following for its timely review. The Contractor shall submit in writing to the Engineer for review a progress schedule indicating the order in which the Contractor proposes to perform the various stages of the Work, the dates on which the Contractor will start the various features thereof, and the contemplated dates for completing the same. This schedule shall be in the form of a bar chart of a suitable scale to indicate appropriately the percentage of work scheduled and completed by weekly schedules. The lack of a schedule shall be cause for withholding of progress payments and could result in a work stoppage. If the work is stopped, no credit of working days or payment of down time will be provided. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 SUPPLEMENTARY GENERAL CONDITIONS PAGE The Contractor shall not deviate from this schedule after once approved without the written permission of the Engineer. The progress schedule will be acceptable to the Engineer if it provides an orderly progression of the Work to completion within any specified Milestones and the Contract Times. Such acceptance will not impose on the Engineer responsibility for the progress schedule of the Work nor interfere with or relieve the Contractor from the Contractor's full responsibility therefore. 2. The Contractor shall present to the Engineer four (4) copies of detailed, dimensioned manufacturer's drawings of all materials, apparatus and machinery, and for such fittings and devices as the Engineer may direct. The Engineer will keep two (2) copies of each set and return the rest to the Contractor with the Engineer's approval or notations. In case of lack of approval, the Contractor shall submit new drawings, corrected as required by the Engineer. All such drawings shall be submitted to the Engineer with ample time allowance for consideration. Submittals shall be required for, but not limited to: Manhole Structures, Castings, Sewer Pipe, Water Main, Lift Stations, and Waterworks Brass. 3. The Engineer's approval of such drawings and progress schedules shall not relieve the Contractor from responsibility for deviations from drawings or specifications unless the Contractor has, in writing, called the Engineer's attention to such deviations at the time of submission, nor shall it relieve the Contractor from the responsibility for errors of any sort in shop drawings or progress schedules. No Work shall be started until the drawings and progress schedules have been approved by the Engineer. SGC 2.04 PRECONSTRUCTION CONFERENCE; DESIGNATION OF AUTHORIZED REPRESENTATIVES Add a new paragraph immediately after 2.04.A of the General Conditions, which is to read as follows: B. The preconstruction meeting will be arranged by the Engineer. Representatives of the Engineer, Owner, Contractor, utility companies and other parties involved in the project shall be present at this meeting. The Contractor's project superintendent and foreman will be present at this meeting. The Contractor's project superintendent shall be familiar with all phases of the work to be executed and shall oversee the work during its progress. The project superintendent shall represent the Contractor in the Contractor's absence, and communications and directions given to the project superintendent shall be as binding as if given to the Contractor. The Contractor's work schedule and a list of subcontractors and suppliers shall be submitted and reviewed along with any other information necessary for the orderly execution of the work at the preconstruction conference. SGC 2.05 INITIAL ACCEPTANCE OF SCHEDULES Paragraph 2.05 of the General Conditions shall be deleted in its entirety. SGC 3.02 REFERENCE STANDARDS Add new paragraphs immediately after 3.02.A.2 of the General Conditions, which are to read as follows: The work shall be performed in accordance with: a. The 2016 edition of the Minnesota Department of Transportation "Standard Specifications for Construction" (MnDOT Specifications) or amendments thereto issued prior to the date of the Contract Documents, including the current MnDOT 2360 Plant Mixed Asphalt Pavement Specification; GENERAL SPECIFICATIONS AND SUPPLEMENTARY GENERAL CONDITIONS STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 2 b. The City of Monticello General Specifications and Standard Detail Plates for Street and Utility Construction dated April 2017; C. The 2013 Edition of the Standard Utilities Specifications for Water Main and Service Line Installation and Sanitary Sewer and Storm Sewer Installation as published by the League of Minnesota Cities, St. Paul, Minnesota, and Standard Detail Plates; and d. The Project Manual, which contain individual project Bidding Requirements, Proposal Form, Conditions of the Contract, Contract Forms, Specifications, and any other project -specific information in the form of appendices. e. Traffic control shall be in accordance with the current edition of the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD), including the current edition of the Field Manual for Temporary Traffic Control Zone Layouts. The provisions for construction shall comply with the following precedence ("1" being the highest precedence, "3" being the lowest): 1) Individual Project Plan 2) Individual Project Manual 3) MnDOT Standard Specifications for Construction g. Any conflicting requirements or language shall follow that stated in the highest precedence document of those listed above, unless directed in writing by the Engineer. 4. Coordination of Plans and Specifications shall be in accordance with the provisions of MnDOT Specification 1504, as modified by the following definitions: a. Standard Specification: Refer in precedent order to the current Standard Utilities Specifications of the City Engineers Association, the current MnDOT Standard Specifications and the other specifications of ASTM, ANSI, AWWA, etc., as referenced and as published on the date of the bid advertisement. b. Supplemental Specifications: Refer in precedent order to the Supplementary Conditions and the General Conditions as contained in these Contract Documents. C. Work under these Contract Documents shall be governed by all applicable federal, state, and local laws, regulations, codes and ordinances, and the Contract Documents, which are as follows: General Conditions Supplementary Conditions General Requirements Special Provisions Addenda Proposal Contract Documents Technical Specifications GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 SUPPLEMENTARY GENERAL CONDITIONS PAGE 3 Should the Contract Documents conflict with any of the regulations and standards mentioned in preceding paragraphs of these Supplementary Conditions, the regulations and standards shall take precedence. This shall not, however, be construed to relieve the Contractor from complying with the requirements of the Contract Documents, which are in excess of, but not contrary to, the regulations and standards. SGC 4.03 REFERENCE POINTS Add new paragraphs immediately after 4.03.A of the General Conditions, which are to read as follows: B. All property corner monuments and section corners known by the Engineer will be marked prior to construction. Any such monuments required to be removed by the proposed construction will be replaced at the Owner's expense. Any such monuments outside the proposed construction limits shall be protected by the Contractor. Should any monuments outside the proposed construction limits be disturbed, a Licensed Land Surveyor will reset them at the Contractor's expense. C. The Engineer will provide horizontal and vertical control construction stakes to allow the Contractor to construct the utilities as follows: 1) One set of hubs at fifty foot (50') intervals on street centerline to re-establish sub - grade. 2) One set of offset cut and fill stakes placed at fifty -foot (50') intervals on each side of the street for fine grading and curb and gutter. A cut sheet showing hub elevations and benchmarks will be provided. D. The Contractor shall give the Engineer forty-eight (48) hour notice of need for the establishment of line and grade so that the Engineer may have time to provide them. No additional compensation shall be allowed by the Contractor for any claims of crews being held up because of lack of line and grade stakes. After lines and grades for any part of the work have been given by the Engineer, the Contractor will be held responsible for such lines and grades. It shall be the Contractor's total responsibility to accurately construct the streets and utilities in accordance with the construction stakes and bringing any discrepancies to the attention of the Engineer. All stakes or other marks given shall be protected and preserved by the Contractor until the Contractor is authorized to remove them. The Contractor shall be billed the cost of any re -staking due to their negligence. The Contractor shall, at their own expense, correct any mistakes that may be caused by the unauthorized disturbance or removal of line and grade stakes. The Engineer may require that work be suspended when, for any reason, such marks cannot be properly followed. E. The Contractor shall supply hubs and lath to the project site. The Contractor shall furnish and deliver to the construction site one -inch by two-inch by twelve -inch (1 ,x2,,x12") pointed hubs and thirty-six inch (36") and forty-eight inch (48") pointed lath, prior to the start of the project in sufficient numbers as directed by the Engineer. Furnishing and delivering the hubs and lath shall be considered incidental to the project with no additional compensation allowed therefore. SGC 4.04 PROGRESS SCHEDULE Paragraph 4.04.A of the General Conditions shall be deleted in its entirety. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 SUPPLEMENTARY GENERAL CONDITIONS PAGE 4 SGC 5.03 SUBSURFACE AND PHYSICAL CONDITIONS Add new paragraph immediately after 5.03.13 of the General Conditions, which is to read as follows: C. Notwithstanding Paragraphs 5.03.A and 5.03.13, under no circumstances may the Contractor rely upon the accuracy of the "technical data" contained in reports of explorations or tests of the amounts, elevations, or locations of subsurface groundwater. SGC 5.04 DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS Amend paragraph 5.04.D.2.a by inserting in the first line of this paragraph immediately after the word "condition" the following: or reasonably should have known thereof. SGC 5.06 HAZARDOUS ENVIRONMENTAL CONDITIONS AT SITE Paragraph 5.06.1 of the General Conditions shall be deleted in its entirety. SGC 6.01 PERFORMANCE, PAYMENT, AND OTHER BONDS The first sentence of 6.01.13 of the General Conditions is changed to read as follows: All bonds shall be in a form acceptable to Owner and shall fulfill statutory requirements. SGC 6.03 CONTRACTOR'S INSURANCE The following supplementary conditions are for City street and utility construction contracts. Add the following new paragraph immediately after paragraph 6.03.B: C. The limits of liability for the insurance required by paragraph 6.03 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations. The intent is to require all Contractors to carry at least $2,000,000 of coverage. These limits may be derived from the use of underlying coverage or Umbrella/Excess Insurance. Worker's Compensation and related coverage under paragraphs 6.03 of the General Conditions. Coverage A: Statutory Coverage B: Employers Liability Bodily Injury by Accident: Each Accident $500,000 Bodily Injury by Disease: Each Employee $500,000 Bodily Injury by Disease: Policy Limit $2,000,000 Coverage may be written at the State minimum limits but the difference must be supplemented through the use of an Umbrella/Excess policy. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 SUPPLEMENTARY GENERAL CONDITIONS PAGE 5 2. Contractors General Liability under paragraphs 5.04.A.3 through A.6 of the General Conditions which shall also include completed operations and product liability coverage and eliminate the exclusion with respect to property under the care, custody and control of Contractor. The policy shall name the City of Monticello and WSB & Associates, Inc. as additional insureds on a primary and non-contributory basis. As additional insureds, the City of Monticello and WSB & Associates shall be entitled to the limit required by this agreement or Contractor's actual policy limits, whichever is greater. 3. 4 Contractor is required to provide the following endorsements: CG 20 10 07 04 or CG 20 10 04 13 and CG 20 37 07 04 or CG 20 37 04 13 or their equivalent. General Liability: Commercial General Liability General Aggregate $2,000,000 Product — Completed Operations Aggregate $2,000,000 Personal and Advertising Injury $1,000,000 Each Occurrence (Bodily Injury and Property Damage) $1,000,000 (Explosion, Collapse, and Underground shall not be deleted) Certificate of Insurance should indicate: Contractual Liability is covered Yes Governmental Immunity is waived to the extent of insurance Yes Operations of subcontractor is covered Yes Optional: Certificate of Insurance should indicate: Contractual Liability is covered Yes The intent is to ensure that the "per occurrence" limits and "product -completed operation" aggregates are at least $2,000,000, but may be attained through the use of an Umbrella/Excess policy. Automobile Liability: Bodily Injury: Each Person Each Accident Property Damage: Each Accident or Bodily Injury & Property Damage (Combined Single Limit) $2,000,000 $2,000,000 $2,000,000 $2,000,000 The intent is to ensure that the limits are at least $2,000,000, but may be attained through the use of an Umbrella/Excess policy. Umbrella/Excess Liability: General Aggregate Each Occurrence $5,000,000 $5,000,000 * The required minimum shall be $5, 000, 000, or policy limits, whichever is greater. The Contractor is also responsible for meeting all insurance requirements set by Wright County for any work on or under the County right-of-way. GENERAL SPECIFICATIONS AND SUPPLEMENTARY GENERAL CONDITIONS STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 6 SGC 6.04 OWNER'S LIABILITY INSURANCE Paragraph 6.04.A of the General Conditions shall be deleted in its entirety. SGC 6.05 PROPERTY INSURANCE Delete paragraph 6.05 in its entirety and insert the following: Builder's Risk Insurance: Before commencement of the Work, the Contractor shall provide Builder's Risk Insurance on a multiple peril form in the full amount of the total construction and material contract. Such insurance shall contain an appropriate rider to include as Additional Named Insureds, the Owner, the Engineer and his consultants, and each of their officers, employees and agents, all subcontractors, the equipment contractors and all of their subcontractors on the construction premises. Such insurance may have a deductible clause but the deductible amount shall be borne by the Contractor and shall not exceed $1,000.00. The Builder's Risk Insurance required herein shall apply to projects involving construction of structures and building only. The requirements of this section shall be waived on projects involving only underground utilities, grading, street improvements and similar construction work, but any damage or loss to property shall be the sole responsibility of the Contractor until final acceptance of the Work. SGC 6.06 WAIVER OF RIGHTS Paragraph 6.06 of the General Conditions shall be deleted in its entirety. SGC 7.02 LABOR; WORKING HOURS Add the following to 6.02.13 of the General Conditions to read as follows: Working hours shall be restricted to the hours of 7:00 a.m. to 7:00 p.m. Monday through Saturday. Expansion of working hours, including Sundays and Federal Holidays, require authorization from the Engineer. SGC 7.06 CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS At the end of the paragraph 7.06.A add the following: The provisions of Minn. Stat. 16C.285 are imposed as a requirement of this contract. All bidders and persons or companies providing a response/submission to the Advertisement for Bids/RFP of the City shall comply with the provisions of the statute. Any prime contractor or subcontractor that does not meet the minimum criteria established for a "responsible contractor" as defined in Minn. Stat. § 16C.285, subd. 3, or fails to verify that it meets those criteria is not a responsible contractor and is not eligible to be awarded a construction contract for the Project or to perform work on the Project. A responding contractor shall submit to the City a signed statement under oath by an owner or officer verifying compliance with each of the minimum criteria in clauses (1)-(6) of Minn. Stat. § 16C.285, subd. 3, at the time that it responds to this solicitation document. A responding contractor must also submit a list of first-tier subcontractors it intends to retain on the project, at the time that it responds to this solicitation document. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 SUPPLEMENTARY GENERAL CONDITIONS PAGE 7 Prior to being awarded a contract, the apparent successful prime contractor must submit a supplemental verification under oath confirming that all subcontractors and motor carriers meet the minimum criteria of Minn. Stat. § 16C.285, subd. 3. The apparent successful prime contractor has an ongoing duty to submit supplemental verification forms for each additional subcontractor retained for the project. 4. A false statement under oath verifying compliance with any of the minimum criteria shall make the prime contractor or subcontractor that makes the false statement ineligible to be awarded a construction project and may result in termination of a contract awarded to a prime contractor or subcontractor that submits a false statement. At the end of the paragraph 7.06.0.2 add the following: In accordance with Minnesota Statute 471.425, the Contractor shall pay any subcontractor within ten days of the Contractor's receipt of payment from the municipality. SGC 7.10 LAWS AND REGULATIONS Add the following Paragraph D. DATA PRACTICES ACT The Contractor must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the Owner pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by the Contractor pursuant to this Agreement. The Contractor is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event the Contractor receives a request to release data, the Contractor must immediately notify the Owner. The Owner will give the Contractor instructions concerning the release of the data to the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold the Owner, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Contractor's officers', agents', owners', partners', employees', volunteers', assignees' or subcontractors' unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. SGC 7.12 SAFETY AND PROTECTION Add a new paragraph immediately after 7.12.G of the General Conditions, which is to read as follows: H. The Contractor shall provide all necessary temporary barricades, fences and other protection as required for the proper execution of the work and for the protection of his employees, employees of the Owner, other construction personnel, and the general public according to all Federal, State, and Local regulations. This may include increased signing as necessary. The Contractor may need to furnish, erect, and maintain lights to provide a safe work environment according to all state and federal codes. All utility trenches shall be backfilled at the end of each working day and driveway access provided to individual residences to the satisfaction of the Engineer. The Contractor shall immediately call "911" if a gas utility line is struck or damaged. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 SUPPLEMENTARY GENERAL CONDITIONS PAGE 8 SGC 7.18 INDEMNIFICATION Add the following as a subparagraph of 7.18.C.2 of the General Conditions to read as follows: Provided however, if the claim, damage, loss or expense referred to in Paragraph 67.18A results from failure of the Engineer to discover a condition or object which is underground or otherwise not reasonably observable by the Engineer, and if said failure to discover is apparent to the Contractor in that the said condition or object is omitted from the Engineer's maps, drawings, opinions, reports, surveys, change orders, designs or specifications, then the Contractor shall be liable for indemnification of Engineer under Paragraph 7.18 for damage resulting from said failure to discover unless Contractor shall have notified Engineer of the existence and location of such condition or object prior to the occurrence of such damage and in sufficient time of Engineer to have provision therefore. Further, in the event neither Engineer nor Contractor discover such condition or object, Contractor shall bear the burden of indemnification under Paragraph 7.18. SGC 8.01 RELATED WORK AT SITE Add the following to 8.01.0 of the General Conditions to read as follows: The Contractor shall cooperate with all parties to facilitate the prompt completion of all contracts. Add the following immediately after 8.01.D of the General Conditions, which is to read as follows: E. The Contractor is hereby advised that the following work may be performed on the site by others during the contract time. The individual lot owners or their agents may be site grading and/or constructing buildings on the lots adjacent to the proposed streets. 2. Private utility companies may be installing and/or relocating underground facilities on or adjacent to the project. F. If Owner performs work for the Contractor, the Contractor must pay Owner for such work with no deduction in Contract amount. SGC 9.11 EVIDENCE OF FINANCIAL ARRANGEMENTS Paragraph 9.11 of the General Conditions shall be deleted in its entirety. SGC 10.02 VISITS TO SITE Add a new paragraph immediately after 10.02.13 of the General Conditions, which is to read as follows: C. Throughout the construction phase, regular weekly meetings will be held by the Engineer on site to review progress and to discuss items necessary for an orderly completion of the project. The weekly construction meetings shall include the Owner, Engineer and Contractor. The Contractor's representative must be able to make decisions for the Contractor pertaining to the project. All project conflicts shall be brought to these meetings, including requests for additional payment. Meeting minutes will be provided to all participants as a record of the meeting. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 SUPPLEMENTARY GENERAL CONDITIONS PAGE 9 SGC 10.08 LIMITATION ON ENGINEER'S AUTHORITY AND RESPONSIBILITIES Add the following at the end of the first sentence of paragraph 10.08.A: Insofar as the subject matter of any pertinent claim, dispute, or other matter falls within the realm of the technical expertise of Engineer, Engineer shall not render any decision on any claims, disputes, or other matters the subject matter of which, at Engineer's sole discretion, requires legal, rather than technical interpretation. SGC 12.01 CLAIMS The first sentence of Paragraph 12.01.13 of the General Conditions shall be deleted and the following inserted in its place: Written notice stating the general nature of each Claim, dispute, or other matter shall be delivered by the claimant to the Engineer and the other party to the Contract promptly but in no event later than ten (10) days after the start of the event giving rise thereto. Add the following paragraphs to 12.01.F of the General Conditions to read as follows: Except as specifically authorized in writing by the Engineer at the time additional work is done beyond the original scope of the Contract Documents, the Contractor shall make no claims for additional compensation. The Contractor's plea of ignorance of foreseeable conditions which will create difficulties or hindrances in the execution of the work will not be acceptable to the Owner as an excuse for any failure of the Contractor to fulfill the requirements of the Contract Documents, and shall not be a basis for the Contractor's claim for additional compensation. Any discrepancies in or conflicts between the items described in these Contract Documents must be submitted in writing to the Engineer for adjustment prior to proceeding with the work as any claims for additional compensation to achieve compliance with the requirements of those items will not be allowed or considered. SGC 13.01 COST OF THE WORK Paragraph 13.01.6.5.E of the General Conditions shall be deleted in its entirety. Insert the following after Paragraph 13.01.C.5: Sales, consumer, use, and other similar taxes related to the Work for which Contractor is liable. SGC 13.03 UNIT PRICE WORK Delete paragraph 13.03.E in its entirety and insert the following in its place. E. There will be no adjustment in unit price for increased or decreased quantities. In addition, the Owner reserves the right to reduce certain quantities or delete certain items from each section of the bids as the Owner sees fit, either before or after the Award of Contract. There will be no additional compensation due to remobilization of equipment as necessary to complete punch list items or other items not completed by the Contractor. There will be no additional compensation due to restocking charges for materials not used on the project. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 SUPPLEMENTARY GENERAL CONDITIONS PAGE 10 SGC 14.02 TESTS, INSPECTIONS, AND APPROVALS Add the following paragraphs to 14.02.A of the General Conditions to read as follows: The Contractor shall provide a minimum twenty-four (24) hour notice to the Observer for any testing that must be observed or accomplished by someone other than the Contractor's personnel. All final tests and inspections shall be performed under the observation of the Resident Project Observer. All tests on material to be placed shall be completed prior to the placing of any material. Tests shall be made in accordance with the American Society for Testing and Materials (ASTM) standard and tentative specifications that apply, except as otherwise specified. Signed copies of all reports on tests shall be sent at once to the Owner, Engineer and Contractor. Inspection and testing shall in no way relieve the Contractor or supplier from the responsibility of furnishing materials and workmanship in accordance with the plans and specifications. SGC 15.01 PROGRESS PAYMENTS Amend paragraph 15.01.6.3 of the General Conditions to read as follows: The amount of retainage with respect to all progress payments will be as follows: Minnesota Contractors 5% Exempt Non -Minnesota Contractors 5% Non -Exempt Non -Minnesota Contractors 5% + 8%* = 13% *State Surety Deposit Non -Minnesota Contractors are advised to file Form SDE with the Minnesota Department of Revenue to determine their exemption status. Add the following paragraph immediately following paragraph 15.01.6.3 of the General Conditions. 4. No reduction in retainage will be allowed until final acceptance of entire project, unless approved by the Engineer. Delete paragraph 15.01.D.1 in its entirety and replace with the following paragraphs: Thirty days after presentation of the Application for Payment to owner with Engineer's recommendation, the amount recommended (subject to the provision of paragraph 115.01.D) will become due and when due will be paid by Owner to Contractor, unless extenuating circumstances exist which would preclude such payment by Owner to Contractor. If such extenuating circumstances exist, then payment shall be made within forty-five (45) days after Owner receives presentation of the Application for Payment. Pursuant to Minnesota Statute 471.425, Subdivision 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor's receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of one and one-half percent (1 '/2 %) per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. Foran unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from the Contractor shall be awarded its costs and disbursements, including attorney's fees, incurred in bringing the action. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 SUPPLEMENTARY GENERAL CONDITIONS PAGE 11 SGC 15.05 FINAL INSPECTION Add the following after the second sentence of paragraph 15.05.A of the General Conditions: If, after such measures are taken, subsequent inspections by the Engineer reveal that any of the previously identified construction items remain incomplete or defective, the Engineer will again notify the Contractor in writing of the remaining construction items. All costs associated with any subsequent inspections in which said remaining particulars are revealed, will be documented by the Engineer and paid by the Contractor to the Owner. SGC 15.06 FINAL PAYMENT Add new paragraphs immediately after paragraph 15.06.A.3 of the General Conditions, which are to read as follows: 4. Before final application for payment is made for the work, the Contractor must make satisfactory showing of compliance with M.S.A. 290.92, which requires the withholding of state income taxes for wages paid to employees on this project. Receipt by the Engineer of a certificate of Compliance from the Commissioner of Taxation to the Owner will satisfy this requirement. The Contractor is advised that before such certificate can be issued, the Contractor must first place on file with the Commissioner of Taxation an affidavit that the Contractor has complied with the provisions of M.S.A. 290.92. The required affidavit form will be supplied by the Commissioner of Taxation, Centennial Building, St. Paul, Minnesota, on request. Final payment will not be made until the Contractor shall have filed with the Engineer evidence in the form of an affidavit or such other evidence as may be required that all claims against him by reason of the Contract have been fully paid or satisfactorily secured. This shall be in the form of IC134 forms, paid -in -full final lien waivers from the Contractor, subcontractors, and major suppliers, and a Consent of Surety shall precede or accompany the final application for payment. In case such evidence is not furnished, the Owner may retain out of any monies due said Contractor sums sufficient to cover all lienable claims unpaid. In addition, a two (2) year maintenance bond is required from the Contractor. Said maintenance bond is to be dated to begin the date the City Council formally accepts the project. SGC 15.08 CORRECTION PERIOD Delete paragraph 15.08.A of the General Conditions in its entirety and replace with the following paragraphs: A. If within two (2) years after the date of final acceptance of the project by the City Council; or such longer period of time as may be prescribed by Laws or Regulations; or by the terms of any applicable special guarantee required by the Contract Documents; or by any specific provision of the Contract Documents, any Work that is found to be defective, or if the repair of any damages to the land or areas made available for the Contractor's use by the Owner or permitted by Laws and Regulations as contemplated in paragraph 6.11.A is found to be defective, the Contractor shall promptly, without cost to the Owner, and in accordance with the Owner's written instructions: Repair such defective land or areas, or 2. Correct such defective Work or, if the defective Work has been rejected by the Owner, remove it from the Project and replace it with Work that is not defective, and GENERAL SPECIFICATIONS AND SUPPLEMENTARY GENERAL CONDITIONS STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 12 3. Satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. With regards to any surface concrete work, including but not limited to sidewalks, curb, gutter, and driveway aprons within the project area, the Contractor shall assume full responsibility for any warranty work unless written approval is provided by the Owner releasing the Contractor from the responsibility for damages. The intent of this provision is to release the Contractor from accepting monetary losses for destruction of concrete sidewalk, curb, gutter, and driveway aprons due to damages and circumstances out of the control of the Contractor. At no point during the two-year warranty period shall this relieve the Contractor's responsibility for correction of the defective work as stated in the preceding paragraph, or as caused by poor construction and defective materials on the concrete sidewalk, curb, gutter, and driveway aprons within the project area. The Owner or Engineer shall make the final determination of what material is defective within the project area at any point within the two-year warranty period. SGC 17.01 METHODS AND PROCEDURES Article 17.01, Methods and Procedures, of the General Conditions shall be deleted in its entirety and replaced with the following paragraphs: In an effort to resolve any conflicts that arise during the design or construction of the project or following the completion of the project, the Contractor and the Engineer agree that all disputes between them arising out of or relating to this agreement shall be resolved, if possible, at the lowest possible staff level. If the dispute cannot be resolved between the Contractor and the Engineer staff, the presidents of the respective firms will meet to attempt to resolve the dispute(s). If resolution is not achieved, the dispute shall be submitted to non-binding mediation. The rights and remedies available to the Contractor shall be limited to breach of Contract, and no other cause of action, including, without limitation, negligence, misrepresentation or other tort theory. The Owner or Contractor may assert any such breach of contract claim in any court of competent jurisdiction. Neither the Owner nor the Contractor shall be entitled to a jury trial in any such action. The right and remedies to the Owner hereunder shall be in addition to and shall not be constructed in any way as a limitation of any rights and remedies available to the Owner, which is otherwise available by law or contract, by special warranty or guarantee, or by other provision of the Contract documents. The provision of this paragraph shall be as effective as if repeated specifically in the contract documents in connection with each particular duty, obligation, right and remedy to which it may apply. All representations, warranties and guarantees made in the Contract documents shall survive final payment, termination or completion of this agreement. No waiver or failure to enforce any part or provision of the contract documents, including but not limited to the change order process, shall be deemed to be waiver by the Owner of any subsequent default or breach of the same or any other part of provision contained herein, or right to enforce the same or any other part or provision contained herein. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 SUPPLEMENTARY GENERAL CONDITIONS PAGE 13 DIVISION 1 GENERAL REQUIREMENTS GR -1 - SUMMARY OF WORK........................................................................................... GR -2 - FIELD ENGINEERING........................................................................................... GR -3 - HUBS AND LATH................................................................................................... GR -4 - REFERENCE SPECIFICATIONS.......................................................................... GR -5 - PROJECT MEETINGS........................................................................................... GR -6 - SUBMITTALS......................................................................................................... GR -7 - QUALITY CONTROL.............................................................................................. GR -8 - (01404) BARRICADES AND MAINTENANCE OF TRAFFIC ................................. GR -9 - STRUCTURE MARKERS....................................................................................... GR -10 - CONSTRUCTION WATER................................................................................... GR -11 - TEMPORARY SANITARY FACILITIES................................................................ GR -12 - PROTECT EXISTING UTILITIES......................................................................... GR -13 - PROTECT EXISTING PAVEMENTS................................................................... GR -14 - MAIL SERVICE..................................................................................................... GR -15 - GARBAGE SERVICE........................................................................................... GR -16 -WORKING HOURS.............................................................................................. GR -17 - NOISE CONTROL................................................................................................ GR -18 - DUST CONTROL................................................................................................. GR -19 - EROSION AND SEDIMENT CONTROL.............................................................. GR -20 - DEWATERING..................................................................................................... GR -21 - (01603) MATERIALS TESTING........................................................................... GR -22 - CONTRACT CLOSEOUT PROCEDURES.......................................................... GR -23 - CLEANUP............................................................................................................. GR -24 - STREET CLEANING/SWEEPING........................................................................ GR -25 - WARRANTY......................................................................................................... GR -26 - (01903) COMPENSATION FOR INCREASED OR DECREASED QUANTITIES 1 1 1 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 7 7 9 9 9 9 9 GENERAL SPECIFICATIONS AND DIVISION 1 STANDARD DETAIL PLATES FOR GENERAL REQUIREMENTS STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 1 GENERAL REQUIREMENTS GR -1 — SUMMARY OF WORK The work to be done under this Contract shall include the furnishing of all labor, materials, tools and equipment necessary to complete the sanitary sewer, watermain, street construction, storm sewer, grading and appurtenant work as shown on the plans and specified herein. GR -2 — FIELD ENGINEERING The Owner will provide horizontal and vertical control construction stakes to allow the Contractor to construct the utilities as follows: A. First offset stake placed at twenty-five (25) feet out of each manhole, then fifty (50) foot intervals thereafter for gravity sewer, with a cut sheet indicating horizontal and vertical distances from the stake to the pipe invert. B. Offset stakes placed at fifty (50) foot intervals, including changes in direction and appurtenances for watermain construction. Hydrants will be staked to the bury line at finished grade. C. Curb and Gutter: Three (3) foot offset stakes placed at twenty-five (25) foot intervals with a cut sheet indicating a cut/fill to the proposed top of curb. It shall be the Contractor's total responsibility to accurately construct the utilities in accordance with the construction stakes. Construction stakes will not be placed by the Owner until a written request is received from the Contractor giving the Engineer forty-eight (48) hours' notice, describing where and when he wants the construction stakes placed for the next week's construction. The stakes will be set only one time and it will be the responsibility of the Contractor to preserve the stakes. The Engineer shall have the right to order the Contractor to have construction stakes replaced if the Engineer determines that a significant number of stakes have been destroyed. The replacement of any construction stakes will be done by the Owner at the Contractor's expense and for which the Contractor will be billed. The Contractor shall be responsible for replacement of all property or section corners he removes. The Owner will mark all property corners and section corners the Owner is aware of prior to construction. The Contractor shall notify the Engineer of any property corner, whether the Owner has marked them or not, which the Contractor may disturb in sufficient time to allow the Engineer to establish ties to the corner. The replacement of property or section corners shall be by the Owner at the Contractor's expense and for which the Contractor will be billed. No additional compensation shall be allowed the Contractor for any claims of crews being held up because of lack of line and grade stakes. GR -3 — HUBS AND LATH Hubs and lath will be furnished by the Engineer for the project at no cost to the Contractor unless re - staking is required due to the removal of hubs and/or lath by the Contractor. All costs associated with providing hubs and lath for re -staking will be charged to the Contractor. An itemized invoice will be provided to the Contractor for payment. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 1 GENERAL REQUIREMENTS PAGE 1 GR -4 — REFERENCE SPECIFICATIONS Where the Minnesota Department of Transportation specifications are referred to herein and where a reference to the word "State" is mentioned, it is understood that the word "Owner" is substituted. All reference to the word "Engineer" shall be interpreted as the Engineer for the Owner. The 2016 Edition of the Minnesota Department of Transportation (MnDOT) "Standard Specifications for Construction" and latest revisions thereto shall apply except as noted herein. In no cases shall any part of Division I (General Requirements and Covenants) of the MnDOT Specifications apply to this contract unless specifically stated elsewhere in these specifications. Utility construction shall be accomplished in accordance with applicable sections of the City Engineer's Association of Minnesota, Standard Utilities Specifications dated 2013. GR -5 — PROJECT MEETINGS Prior to the start of the work, there will be a preconstruction meeting arranged by the Engineer. Representatives of the Engineer, Owner, Contractor, geotechnical firm, City, and public utility companies shall be present at this meeting. The Contractor's project superintendent will be present at the preconstruction meeting. He shall be familiar with all phases of the work to be executed and shall oversee the work during its progress. The project superintendent shall represent the Contractor in his absence, and communications and directions given to him shall be as binding as if given to the Contractor. The Contractor shall submit a detailed work schedule that shall be reviewed, along with any other information necessary for an orderly execution of the work. (See 01300 — Submittals for Additional Information.) Throughout the construction phase, regular meetings will be called as deemed necessary by the Engineer to review progress and discuss items necessary for an orderly completion. GR -6 — SUBMITTALS The Contractor shall present to the Engineer four (4) copies of detailed, dimensioned manufacturer's drawings of all materials, apparatus and machinery, and for such fittings and devices as the Engineer may direct. The Engineer will keep two (2) copies of each set and return the rest to the Contractor with the Engineer's approval or notations within fourteen (14) days of receipt of the drawings. In case of lack of approval, the Contractor shall submit new drawings, corrected as required by the Engineer. All such drawings shall be submitted to the Engineer with ample time allowance for consideration. Submittals shall be required for, but not limited to, manhole structures, castings, sewer pipe, watermain and waterworks brass. The Engineer's approval of such drawings or schedules shall not relieve the Contractor from the responsibility for errors of any sort in shop drawings or schedule. No work shall be started until the drawings have been reviewed and accepted by the Engineer. Prior to the preconstruction conference, the Contractor shall submit in writing to the Engineer for review a schedule of procedure indicating the order in which the Contractor proposes to perform the various stages of the work, the dates on which he will start the various features thereof, and the contemplated dates for completing the same. The Contractor shall not deviate from this schedule after once approved without written permission of the Engineer. An updated monthly work schedule must be included with any partial payment request. The lack of a schedule shall be cause for withholding of progress payments and could result in a work stoppage. If the work is stopped, no credit of working days or payment of down time will be provided. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 1 GENERAL REQUIREMENTS PAGE 2 GR -7 — QUALITY CONTROL Any person representing federal or state agencies, the Engineer, or Owners shall have the right -of -entry to inspect the work being performed by the Contractor. If the case warrants, the Contractor shall provide proper facilities for such access and inspection. The Contractor shall notify the resident observer anytime he anticipates working on this project. No work will be allowed without notifying the observer a minimum of twenty-four (24) hours beforehand. Testing of materials and/or densities will be paid for by the Owner. Any retesting due to failures shall be at the expense of the Contractor. The Owner will check construction of the sanitary sewer and storm sewer by closed circuit television before final acceptance and at any time within the warranty period. Re -televising shall be at the Contractor's expense. GR -8 — (01404) BARRICADES AND MAINTENANCE OF TRAFFIC The Contractor shall furnish, erect and maintain warning lights and barricades as required by the Engineer to adequately warn and protect the public from hazardous protrusions, materials, excavations, etc., resulting directly or indirectly from the construction. All signs, barricades, and warning lights shall conform to the requirements of the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD). Traffic control shall be the sole responsibility of the Contractor and shall conform to the requirements of the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD). The Contractor shall give the Engineer 48-hour notice prior to a proposed partial blockage or closure of any street or public right-of-way The Contractor shall designate one person and an alternate who are on 24-hour call to have responsible charge of proper erection and maintenance of traffic barriers, warning signs, warning lights, street maintenance, etc. The Contractor shall provide the name and number of this person to the Engineer. Construction signing and barricades shall be furnished, installed, and maintained at all job site entrances throughout the project. Traffic control devices shall be inspected daily. Warning lights shall be checked weekly by the Contractor or its representative for proper operation and cleaned as required. All broken or ineffective traffic barriers, warning signs, and warning lights shall be replaced immediately. All temporary signs, barricades, and warning lights required by the Engineer shall be paid for at the lump sum price bid for traffic control. GR -9 — STRUCTURE MARKERS All manholes, gate valves, and storm sewer aprons that are not located within the surfaced street shall be marked with marker signs. Payment for the sign shall be included in the unit price bid for the structure requiring the marker sign. GR -10 — CONSTRUCTION WATER Water for new construction purposes may be obtained from the City. The Contractor shall make suitable arrangements with the Director of Public Works for the location where water may be obtained. The City will not charge for reasonable amounts of water for dust control, filling mains, and flushing mains. Water for all other uses will be charged at the following rates provided on the City's website for current the current Fee Schedule for Water & Sewer Rates. The Contractor will need to obtain a permit from the City for all water used. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 1 GENERAL REQUIREMENTS PAGE 3 GR -11 — TEMPORARY SANITARY FACILITIES The Contractor, at their own expense, shall provide and maintain temporary toilet facilities at the site during the construction period. The Contractor and Engineer shall agree to the location of the temporary toilet facilities. GR -12 — PROTECT EXISTING UTILITIES Prior to commencing construction, the Contractor shall check all existing manholes, catch basins, gate valve boxes, stop boxes, culverts and storm sewer lines in the construction zones to determine their condition. Failure to report deficiencies in writing, and have such deficiencies acknowledged in writing by the Engineer, will be cause for any required repairs and/or cleaning to be charged to this Contractor. The plans included in this contract will contain information relative to the location of existing utilities to the extent this information is available from the respective utility company. The Owner does not, however, guarantee the locations as shown on the plans, and it is the Contractor's responsibility to ascertain the final location of these utilities and to notify the utility companies prior to commencing construction. The Owner shall not be responsible for any delay which the Contractor may encounter by reason of the utility company involved failing to promptly do their necessary work. The Contractor shall be responsible for the protection and, where necessary, the relocation of all existing utility lines with no additional direct compensation allowed therefor. It shall be a construction priority for the Contractor to contact Gopher State One. Call 651-454-0002 for utility locations before doing any underground excavation. GR -13 — PROTECT EXISTING PAVEMENTS The Contractor shall provide and use only rubber -tired dozers, front-end loaders and other necessary equipment on all work where street pavements or portions of pavements are undisturbed for the protection of the pavements or in such locations as the Engineer may direct. No off-road or construction equipment will be allowed directly on an existing or new pavement surface. No compensation will be allowed the Contractor for replacement of damaged utilities and resurfacing or replacing damaged pavements. GR -14 — MAIL SERVICE The Contractor shall be required to carefully remove each existing mailbox and standard as necessary for construction. The mailbox and standard shall be delivered to the homeowner for storage during construction. During construction, the Contractor shall furnish temporary mailboxes at an accessible location for interim mail delivery as approved by the Postmaster and as shown on Plate Nos. 5016 and 5017, Mailbox Detail. Each box shall be clearly labeled and mounted on a stable standard. Upon completion of construction, the Contractor shall be required to reinstall the original box and standard as directed by the Engineer. In the event that the existing standard is in such a condition that removal and reinstallation is not feasible, the homeowner shall be provided a new mailbox and standard for installation by the Contractor or homeowner as directed by the Engineer. Or, the Contractor shall be relieved of their responsibility for reinstallation by the Engineer. Unless the proposal includes an item for mail service, this item shall be considered incidental to the project cost. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 1 GENERAL REQUIREMENTS PAGE 4 GR -15 — GARBAGE SERVICE The Contractor shall be required to accommodate garbage pickup while the project is under construction. This coordination shall include contact with the garbage companies serving the area and maintaining access to the individual residences. In the event that garbage pickup is not accommodated, the Contractor shall be responsible for contracting independently to have the garbage removed at no cost to the project. Unless the proposal includes an item for garbage service, this item shall be considered incidental to the project cost. GR -16 —WORKING HOURS Working hours will be from 7:00 a.m. to 7:00 p.m., Monday through Saturday. Requests for expansion of working hours must be approved by the City Council. The Contractor shall submit all requests in writing through the Engineer. The Contractor shall structure the proposed project schedule based on the stated working hours. GR -17 — NOISE CONTROL The Contractor shall eliminate noise to as great an extent as possible at all times. The Contractor shall not exceed noise levels of 85 decibels within close proximity of existing residential areas during working hours as described in GR -16. Air compressing plants, generators or other noise emitting equipment shall be equipped with silencers and the exhausts of all gasoline motors or other power equipment shall be provided with mufflers. The Contractor shall provide a plan to the City for review and approval detailing noise abatement measures to be implemented and a mitigation plan if noise levels are exceeded. If noise levels are exceeded, the Contractor will be responsible to implement an approved mitigation plan. Decibel levels for any worked allowed outside of the working hours described in GR -16 will be required to be approved by the City prior to any work taking place during that time. GR -18 — DUST CONTROL The Contractor shall be responsible for dust control. Water is available to the Contractor for this use, but suitable arrangements must be made with the Director of Public Works to determine locations where water may be obtained. Dust control will be considered incidental to project cost unless a bid item is provided in the proposal form. The Contractor will be responsible for developing a dust control plan that could include the following dust control measures: 1. Minimize period of exposed or graded areas. 2. Minimize extent of exposed or graded areas and/or develop phased grading plan. 3. Spraying construction areas and haul roads. 4. Minimize use of vehicles on unpaved or unvegetated surfaces. 5. Covering or spraying material piles and trucks. 6. Street sweeping. 7. Using natural or artificial wind breaks. The City has the right to hire this work out at the Contractor's expense if the work is not completed in a timely manner according to the City Engineer. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 1 GENERAL REQUIREMENTS PAGE 5 GR -19 — EROSION AND SEDIMENT CONTROL Erosion and sediment control measures shall be placed and maintained by the Contractor and as directed by the City Engineer. The Contractor shall use the appropriate means of control for individual situations outlined in the (NPDES) Construction General Permit. The sediment and erosion control best management practices may include silt fence, fiber blankets, bio -logs, rock construction entrances, diversion ditches, and Wimco or approved equal catch basin inlet protection devices, all of which will be considered incidental to the project cost. Failure to maintain the sediment and erosion control BMPs will be sufficient cause to impose site -wide shutdowns, fine, penalties, or withhold further payments on the project until the maintenance is complete. The Contractor shall become a co -permittee with the Owner to ensure compliance with the National Pollutant Discharge Elimination System (NPDES) Construction General Permit (MNR 100001) required by the Minnesota Pollution Control Agency (MPCA). This permit establishes conditions for discharging storm water to waters of the State from construction activity disturbing one (1) or more acres of total land area. A copy of this permit shall be given to the City upon issue of permit. The Contractor shall be required to sign the NPDES permit seven (7) days prior to beginning construction operations and shall abide by all permit requirements until the site has undergone final stabilization and a Notice of Termination has been submitted to the MPCA. The Contractor shall cooperate with the Owner to implement a fully -documented weekly inspection and maintenance program for all temporary erosion and sediment control measures as required by the NPDES permit. The erosion and sediment control measures for the project must be identified in the plan set; however, modifications can be made depending on actual site conditions. All erosion and sediment control BMPs shall be installed and inspected by the City prior to the commencement of construction and throughout the duration of the project until final stabilization. The Contractor is also responsible for seasonal and temporary erosion and sediment control and shall remain in compliance throughout the year. All catch basins shall be protected with Wimco or approved equal catch basin inlet protection devices immediately following construction. The protection of storm sewer systems and catch basins from sedimentation shall be incidental to the project. Catch basin inlet protection shall be removed for the winter season, when there is no apparent runoff. The inlet protection must be replaced in the spring before any runoff occurs. Staked bio -logs may be installed instead of silt fence when the ground is frozen, the bio -logs must be replaced with silt fence when conditions permit. Wetlands and public right-of-way must be protected from sediment at all times regardless of weather conditions. All manholes shall be protected from surface water drainage. All storm sewer systems, including downstream ponding areas, shall be protected from sedimentation. The SWPPP plans and construction requirements shall contain the following information and be in conformance with the City's Plan Requirements and Design Guidelines. Prior to final acceptance of the project or the end of the warranty period, the City shall inspect the site and instruct the Contractor to remove all erosion control items and ensure overall site compliance. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 1 GENERAL REQUIREMENTS PAGE 6 GR -20 — DEWATERING The Contractor shall provide excavation dewatering as necessary to allow for construction on a stable foundation, all at the expense of the Contractor. Dewatering operations may be controlled by permit from the DNR or other agencies. The Contractor is responsible for application for any necessary permits and compliance with all conditions of permits. Dewatering is required to be completed in conformance with NPDES requirements. The work potentially involves the drawdown of the water table, placement of temporary barriers or other satisfactory types of water control to allow construction and to protect the work. Groundwater elevations shown on borings are those encountered at the time borings were completed. Since elevations are dependent upon hydrologic conditions, the Contractor shall perform the necessary dewatering operations, irrespective of the actual water table surface water elevation which prevails at the time the work is accomplished. All pipes shall be constructed in a dry trench as specified in Section 2600.3-135 and accomplished as specified in the applicable section. Dewatering systems shall be installed for the purpose of depressing the ground water in the vicinity of the pipe alignment as necessary to maintain the ground water table a minimum of two feet (2') below the excavation invert. Ground water elevations observed in the soil borings is only an indication that ground water is present. Variations in the level of the long-term hydrostatic ground water table will occur with changes in precipitation, evaporation, surface runoff and infiltration. Prior to starting the project, the Contractor shall submit a complete dewatering plan for the entire project to the Engineer for information purposes only. Special precautions shall be taken adjacent to structures so dewatering does not create any structural damage. All such dewatering shall be accomplished by means of properly constructed wells, well points or equivalent means. Discharges from the dewatering system shall be directed to adjacent storm water systems. The dewatering system plan must show in plan and profile view the proposed dewatering operations and include a contractor's estimate regarding the time required from start of dewatering to a soil condition such that successful construction can occur. Should the Contractor propose a dewatering operation that requires wells or headers placed below existing surface elevations, the dewatering plan shall include measures proposed, including trenching and backfill of dewatering components, to minimize disruption to an impact on areas abutting the project Dewatering operations that significantly disrupts private property usage in advance of actual construction operations shall not be permitted. Any additional costs related to utility work or project disturbance and restoration caused by the dewatering operation shall be incidental to other work items. Payment for dewatering shall be considered incidental unless the item is included in the proposal form For all utility work, granular foundation material (including 1'/2 -inch clear rock) with or without pumps may be used in conjunction with or in lieu of dewatering. Any use of granular foundation material or other material to maintain a dry trench or improve the pipe foundation shall be considered incidental. GR -21 — (01603) MATERIALS TESTING Testing for field work done in this contract shall be completed to assure quality of materials and/or workmanship. The Construction Observer will coordinate and order the tests to be performed. Copies of all test results, either passing or failing, shall be provided to the Construction Observer, Public Works Director, and City Engineer. Failing test results shall be retested to confirm compliance with the project specifications. All costs associated with retesting shall be at the Contractor's expense. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 1 GENERAL REQUIREMENTS PAGE 7 Test reports shall include the following: Project name City project number WSB project number Location/client Street name Street location per plan stationing Depth below finished grade and/or elevation Results of test performed Comparison of the test results to project specifications. If failing, retest results to confirm compliance with project specifications. Certification by a MnDOT certified tester or registered professional engineer The following material tests shall be performed: Subgrade In-place density and moisture Roll Test Class 5 Aaareaate Base Gradation and percent crushed In-place density and moisture Roll Test Select Granular Borrow Gradation In-place density and moisture Roll Test Concrete Slump Air entrainment Cylinders Bituminous In-place density Asphalt content Gradation/Extraction 1/500 LF 1/2000 TN 1/500 LF 1/2000 TN 1/500 LF 1/First 25 CY, plus 1/100 CY thereafter 1/First 25 CY, plus 1/100 CY thereafter 1/First 25 CY, plus 1/100 CY thereafter 1 core/500 TN, 3 cores min/lift 1/500 TN 1/500 TN Trench Backfill (Sanitary Sewer, Watermain, Storm Sewer) In-place density Upper 3 feet, 1 per 6 -inch lift per 1000 LF Below 3 feet, 1 per 12 -inch lift per 1000 LF The rates of testing to be completed may be adjusted as determined by the City Engineer. The Owner shall bear the initial cost of the testing. If, however, any tests fail and retesting is required, the cost of the additional testing shall be at the Contractor's expense. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 1 GENERAL REQUIREMENTS PAGE 8 GR -22 — CONTRACT CLOSEOUT PROCEDURES Final payment will not be made until the Contractor shall have filed with the Engineer evidence in the form of an affidavit or such other evidence as may be required that all claims against him by reason of the Contract have been fully paid or satisfactorily secured. This shall be in the form of paid -in -full lien waivers from each supplier and subcontractor. In case such evidence is not furnished, the Owner may retain out of any monies due said Contractor sums sufficient to cover all lienable claims unpaid. Before final payment is made for the work on this project, the Contractor must make a satisfactory showing that he has complied with the provisions of Minnesota Statutes Annotated 290.92 requiring the withholding of state income taxes for wages paid the employees on this project. Receipt by the Engineer of a certificate of compliance from the Commissioner of Taxation will satisfy the requirement. GR -23 — CLEANUP During the progress of the work, the area affected shall be kept clean and free of all rubbish and surplus materials at all times. All unneeded construction equipment shall be removed from the site and all damage repaired so that the public and adjacent property owners are inconvenienced as little as possible. Where materials or debris have washed or flowed into or have been placed in water courses, ditches, gutters, drains, catch basins, streets, or elsewhere as a result of the Contractor's operations, such material or debris shall be removed within 24 hours and satisfactorily disposed of during progress of work. All ditches, channels, drains, streets, etc. shall be kept in a clean and neat condition. On or before the substantial completion date of work, the Contractor shall, unless otherwise directed in writing, remove all erosion control BMPs, temporary works, tools and machinery or other construction equipment placed by him. He shall remove all rubbish from any grounds which he has occupied and shall leave all of the premises and adjacent property affected by the operation in a neat and restored condition satisfactory to the City Engineer. Failure to do so will result in the City completing this work at the Contractor's expense. GR -24 — STREET CLEANING/SWEEPING Prior to the final lift of bituminous, all streets shall be swept and cleaned. Throughout construction, constructed streets, as well as existing roadways adjacent to the project shall be swept and cleaned as directed by the Engineer. Sweeping and cleaning shall be considered incidental to the project. Removal shall be accomplished with self-propelled street sweeping equipment. All materials shall be collected and retained within the sweeping equipment as they are swept. Disposal of the swept material shall be in accordance with MnDOT 2104.3C. ,C] Z&VMTkYA Z1 ZTA k4 III WO The Contractor for this work shall guarantee and maintain the stability of all his work, equipment and materials for a period of two (2) years from date of final acceptance by the Monticello City Council. The two (2) year maintenance guarantee shall be included in and be a part of the Contractor Security (Performance Bond) previously specified. The provisions of this paragraph shall not be construed as restricting Contractor's liability for breech of contract by reason of non-conformance with the specification for defects or faulty workmanship. GR -26 — (01903) COMPENSATION FOR INCREASED OR DECREASED QUANTITIES The provisions of MnDOT 1903 shall be deleted in its entirety and replaced with the following: No adjustment in unit price will be made for an under -run or over -run of the estimated quantity. GENERAL SPECIFICATIONS AND DIVISION 1 STANDARD DETAIL PLATES FOR GENERAL REQUIREMENTS STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 9 DIVISION 2 SITE WORK 02000 - GENERAL.......................................................................................... 02101 - CLEARING AND GRUBBING............................................................ 02104 - REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES. 02105 - EXCAVATION AND EMBANKMENT ................................................. 02111 - TEST ROLLING................................................................................. 02112 - SUBGRADE PREPARATION............................................................ 02211 -AGGREGATE BASE CLASS 5 MODIFIED ....................................... 02357 - BITUMINOUS TACK COAT............................................................... 02360 - PLANT MIXED ASPHALT PAVEMENT ............................................. 02502 - SUBSURFACE DRAINS.................................................................... 02506 - MANHOLES, CATCH BASINS AND VALVE BOXES ........................ 02511 - RIPRAP.............................................................................................. 02521 - WALKS............................................................................................... 02531 - CONCRETE CURBING...................................................................... 02564 - TRAFFIC SIGNS AND DEVICES ...................................................... 02565 - INSTALL 4 -INCH (4") NMC................................................................ 02571 - PLANT INSTALLATION..................................................................... 02572 - PROTECTION AND RESTORATION OF VEGETATION .................. 02573 - STORMWATER MANAGEMENT...................................................... 02574 - SOIL PREPARATION........................................................................ 02575 - ESTABLISHING TURF AND CONTROLLING EROSION ................. 02600 - EXCAVATION AND BACKFILL OF UTILITY TRENCHES ................ 02611 - WATERMAIN AND SERVICE LINE INSTALLATION ........................ 02621 - SANITARY SEWER, STORM SEWER, AND SEWER SERVICES... GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK DIVISION 2 SITE WORK 02000 — GENERAL This work shall be done in accordance with the 2016 Edition of the Minnesota Department of Transportation's "Standard Specifications for Construction" (referenced "MnDOT"), and any supplements thereto, and the latest edition of the "Standard Utilities Specifications for Watermain Service Line Installation and Sanitary Sewer and Storm Sewer Installation" (referenced "CEAM") as published by the City Engineers Association of Minnesota, St. Paul, Minnesota, or as modified herein (English version). The numbering system used herein corresponds to the numbering systems used in the above-named specifications with the exception that a "0" has been added preceding the four -digit number. 02101 — CLEARING AND GRUBBING 02101.3 — CONSTRUCTION REQUIREMENTS D Disposal Limitations: All timber and debris shall be removed from the project area to a disposal area to be selected and provided for by the Contractor. No onsite burying of debris will be permitted. Burning, if allowed, must be in accordance with State and City requirements. Dumping receipts are required and should be given to the Engineer. 02104 — REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES 02104.3 — CONSTRUCTION REQUIREMENTS C Removal Operations: The Contractor shall be responsible for removal, care of, and replacement of all signs, mailboxes, posts, etc., that may be within the construction limits as directed by the Engineer. D Disposal of Materials and Debris: Materials and debris removed from the project site shall be disposed of at a site selected by the Contractor. Such disposal areas shall be approved landfills or property under the direct control of the Contractor, in accordance with State and local rules and regulations. No burning or burying of debris on the project site will be permitted. Dumping receipts are required and should be given to the Engineer. Abandon Pipe: Pipe that is intended to be abandoned in-place shall be blown full of sand and have each end bulkheaded. Abandon Manholes: Any manholes to be abandoned in-place shall have the castings and top section removed and shall be filled with sand and then covered up as directed by the City Engineer. Castings shall be salvaged by the Contractor and delivered to the Monticello Public Works Department. 02104.5 — BASIS OF PAYMENT Unless the proposal includes an item for sign, mailbox, post, etc. the removal, care of, and replacement of signs, mailboxes, posts, etc. shall be done at the Contractor's expense without any direct compensation being made therefor. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 1 Payment for removal shall be at the unit prices bid and shall be compensation in full for removal, repair and/or replacement of damaged or lost items as required, hauling of material and debris to a disposal area selected by the Contractor, complete compaction of trenches and depressions, and cleanup of the area. No additional payment shall be made for pavement thicknesses which vary from those indicated on the plans or in the specifications. Payment for abandoned in-place pipe will be at the Contract unit price bid. Bulkheads shall be incidental to the sand -filled pipe that is to be abandoned in-place. Payment for abandoned in-place manholes will be at the unit prices bid. Bulkheads and casting disposals shall be incidental to the sand -filled manhole that is to be abandoned in-place. 02105 — EXCAVATION AND EMBANKMENT 02105.1 — DESCRIPTION This work consists of the project grading in accordance with the plans and as directed by the Engineer. It also includes the salvaging and placement of topsoil on all project areas where required. 02105.2 — DEFINITIONS A.6 Select Grading Material: Silty Sand soils as found in the Triaxial Chart in the Grading and Base Manual, shall be considered to be unsuitable for use within the top three feet below the grading grade. 02105.2 — MATERIALS A Excavation Material: Excavations will not be classified for payment by different classifications of material excavated. All excavations are defined as Common Excavation. B Borrow Material: Select granular borrow shall be used for backfilling below finished subgrade elevations where removal of unsuitable materials is required and directed by the Engineer in accordance with the provisions of MnDOT 3149.213 except as modified below: No more than 10 percent of the material, by weight, shall pass a No. 200 sieve. The material shall not contain particles greater than 3 inches in size. Topsoil Borrow: Shall be tested prior to delivery to the project site to ensure suitability. If in the Engineer's opinion, the topsoil is unacceptable, topsoil from another suitable source shall be supplied. Topsoil shall be void of rocks and all debris, have water retaining capabilities, and be a minimum 3 percent in organic material as per MnDOT 3877, Loam Topsoil Borrow. Sandy Clay Loam Topsoil Borrow may be required as directed by the City Engineer. 02105.3 — CONSTRUCTION REQUIREMENTS A General: Prior to the commencement of the excavations, topsoil shall be stripped and stockpiled for re -spreading upon the graded area. D Excavating Operations: Mining of materials for removal from the project area and replacement with less desirable materials by the Contractor shall not be permitted. F Compacting Embankments: Compaction of all embankments under roadways shall be done by the Specified Density Method. The required density shall be 100 percent Standard Proctor Density in the upper three (3) feet of finished grade and 95 percent below that. Compaction in park and other green areas as specified by the City Engineer shall be to a minimum of 95 percent of the Standard Proctor Density. GENERAL SPECIFICATIONS AND DIVISION 2 STANDARD DETAIL PLATES FOR SITE WORK STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 2 H Finishing Operations: Topsoil borrow shall be used only when specifically authorized by the Engineer. It is included in the work and bid on the proposal only as a contingency to be used in areas where there may not be sufficient topsoil in place. This work shall not be substituted for the work required of the Contractor to salvage and replace the existing topsoil. Salvage, stockpiling, and re -spreading of topsoil shall be considered incidental to excavation. 02105.4 — METHOD OF MEASUREMENT A Excavation Material: Measurement of the work for payment shall be computed by the average end area method, as determined from original and final cross sections. The Contractor's representative and the resident project representative shall be present during the measurement of the work for payment. All excavations are considered to be Common Excavation unless otherwise stated in the Special Provisions. B Borrow Material: Select granular borrow and topsoil borrow shall be measured by the cubic yard, loose volume measurement unless otherwise stated in the bid proposal. Topsoil borrow shall be used as directed by the City Engineer in the event there is an insufficient amount of approved salvaged topsoil available. 02111 —TEST ROLLING 02111.1 —DESCRIPTION This work shall consist of test rolling the finished subgrade prior to placement of aggregate base and test rolling the aggregate base before placement of pavement. 02111.2 — EQUIPMENT A loaded dump truck delivering a 10 -ton axle load may be used as test rolling equipment and shall be supplied by the Contractor. 02111.3 — CONSTRUCTION REQUIREMENTS A representative of the City, Engineer and Contractor shall be present during the operation. The subgrade prior to the placement of the aggregate base shall be considered unstable if, under the operation of the test rolling equipment, the surface shows rutting (at the time the test rolling equipment passes over the grade) of more than 2 inches measured from the top of the constructed grade to the bottom of the rut. The subgrade prior to the placement of the aggregate base shall also be considered unstable if, under the operation of the test rolling equipment, the surface shows deflection or yielding of more than 1 -inch (at the time of the test rolling equipment passes over the subgrade). The aggregate base shall be considered unstable if, under the operation of the test rolling equipment, the surface shows rutting, deflection, or yielding. In addition, the subgrade or aggregate base material shall not roll under the weight of the vehicle. A roll test will not be allowed to be performed where the subgrade or aggregate is frozen as directed by the City Engineer. The limits and type of repair of the unstable material will be determined by the City Engineer. In the event of failure, the Contractor shall repair the area(s) without compensation. Additional test rolling shall be required following the repair of the failed area(s). Failure to adequately repair a failed area shall be cause for complete removal and replacement, along with restitution to the Owner for any and all expenses associated with the replacement, including but not limited to engineering, testing, and observation costs. Approval of the test roll does not constitute acceptance of the street and does not relieve the Contractor of warranty issues. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 3 02111.5 — BASIS OF PAYMENT Test rolling of the subgrade (including all repairs to unstable sections and retesting) will be considered to be incidental work and no direct compensation will be made therefor. Test rolling of the aggregate base (including all repairs to unstable sections and retesting) will be considered to be incidental work and no direct compensation will be made therefor. 02112 — SUBGRADE PREPARATION 02112.1 — DESCRIPTION This work shall consist of shaping and compacting the subgrade prior to the placing of aggregate base or surface course thereon in accordance with MnDOT 2112 and the following: 02112.3 — CONSTRUCTION REQUIREMENTS The required density shall be 100 percent Standard Proctor Density in the upper three (3) feet. The density will be tested by an approved testing laboratory. A minimum of one test per five road stations will be taken. The location of the test will be at the direction of the Engineer. The Owner shall bear the initial cost of the testing. If, however, sections of the roadway fail and retesting is required, the cost of this additional testing shall be at the Contractor's expense. Upon completion of the subgrade preparation and test rolling, the resident project representative will review the grades with the Contractor's representative by the string line method. The Contractor will furnish the string line and do the string line grade check. The Contractor will certify that the subgrade is to proper grade prior to the placement of the base with an allowable tolerance of +/- 0.10 feet. 02112.5 — BASIS OF PAYMENT Payment for subgrade preparation shall be by the road station. It shall be considered incidental if no bid item is provided. 02211 — AGGREGATE BASE CLASS 5 MODIFIED 02211.1 — DESCRIPTION This work shall consist of the construction of aggregate bases for the project as indicated on the typical sections. 02211.2 — MATERIALS Aggregate base shall be Class 5 and granular material as specified in MnDOT 3138-3 and 3149, respectively. Before any aggregate base is placed, the Contractor shall submit an aggregate gradation from an approved testing laboratory certifying that the materials to be incorporated into the work meet these specifications with no exceptions. Also, a gradation should be submitted for each five hundred (500) tons of material that is placed. The Contractor shall bear the cost of this testing. Specification 3138.2C should be modified to state: "In the production of Class 5 aggregate, there shall be at all times not less than fifteen percent (15%) of material which shall be crushed, as determined by the weight of the material retained on No. 4 and larger sieves." Table 3138-3 shall be modified for Class 5 as follows: No. 200 — Six to twelve percent (6%-12%) passing GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 4 02211.3 — CONSTRUCTION REQUIREMENTS A General: The subgrade shall be inspected, checked, test rolled and approved by the Engineer prior to placement of aggregate base. The Contractor shall install the aggregate base immediately after completion and approval of the subgrade. The Contractor shall be responsible to maintain the aggregate base until completion of bituminous surfacing as incidental to the work, with no direct payment therefor. Additional aggregate base required due to erosion, washouts, trench settlements or other similar causes shall be replaced by the Contractor without additional compensation therefor. If aggregate base material is being wasted or placed excessively thick, the Engineer reserves the right to deduct quantities that are in excess of plan thickness. Said quantities shall be based on aggregate material weighing 105 pounds per square yard of area per inch of thickness. C Placing and Compacting: Compaction shall be obtained by the Specified Density Method to a minimum of 100 percent of the Standard Proctor Density. The density will be tested by an approved testing laboratory. A minimum of one test per five road stations will be taken. The location of the test will be at the direction of the Engineer. The Owner shall bear the initial cost of the testing. If, however, sections of the roadway fail and retesting is required, the cost of this additional testing shall be at the Contractor's expense. D.3 Test Rolling: Upon completion of the aggregate base installation and test rolling, the resident project representative will review the grades with the Contractor's representative by the string line method. The Contractor will furnish the string line and perform the string line grade check. The Contractor will certify that the aggregate base is to proper grade prior to the placement of the bituminous base. The Contractor shall remove, replace and test roll any portion of the aggregate base that becomes contaminated after placement. 02211.4 — METHOD OF MEASUREMENT A Aggregate Base: Aggregate base used on this project shall be measured by weight in tons of material deposited on the roadway or by volume as measured by an agreed upon method prior to placement. 02211.5 — BASIS OF PAYMENT Payment for aggregate base will be at the Contract unit price based on tons or the agreed upon measurement of aggregate base installed. No claim may be made for aggregate not finished or placed. This shall be payment in full for all costs incidental to construction including water added and compaction. Original load tickets shall be provided to the Construction Observer by the end of a day's haul. 02357 — BITUMINOUS TACK COAT 02357.2 — MATERIALS Bituminous material for the tack coat shall be MC250-800 as per MnDOT Specification 3151. 02357.5 — BASIS OF PAYMENT Payment of bituminous materials for tack coat will be on the actual volume used, converted from application temperature to fifteen point fifty-six degrees Celsius (15.56 C) at the unit price bid per gallon. Sweeping and cleaning of all debris and dirt from the road surface prior to placement shall be considered incidental to the placement of the tack coat. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 5 02360 — PLANT MIXED ASPHALT PAVEMENT Cold Weather Paving Requirements: Paving of the base course where temperatures are less than 40 degrees and rising will not be allowed unless approved by the City Engineer. Paving of the wear course where temperatures are less than 50 degrees and rising will not be allowed unless approved by the City Engineer. During colder weather paving (minimum 40° F), compaction tests may be required to be taken on site at the time the pavement is being placed in addition to the core tests being taken. The "PaveCool" software found on the MnDOT site at http://www.dot.state.mn.us/app/pavecool/index.htmI may be used as a guide to assist in determining the proper compaction time ranges. 02360.4 — METHOD OF MEASUREMENT Measurement will be by the weight in tons of bituminous material placed and accepted. 02360.5 — BASIS OF PAYMENT Payment for the placement of bituminous pavement shall be per ton placed at the unit price bid in the individual project proposal. 02502 — SUBSURFACE DRAINS 02502.1 — DESCRIPTION Subsurface drains shall be referred to as "Perforated PE Pipe Drain" and shall be placed according to the details and at the locations shown in the plans. 02502.2 — MATERIALS Pipe: Subsurface drains shall be four -inch (4") perforated, corrugated, polyethylene drainage tubing (PE) meeting the provisions of MnDOT Specification 3278. Filter Aggregate: Filter aggregate shall meet the provisions of MnDOT Specification 3149.2H. 02502.3 — CONSTRUCTION REQUIREMENTS Perforated PE pipe drains shall be placed according to the details shown on the plans or as directed by the Engineer. The pipe drains shall be connected to drainage structures as shown on the plans and details. 02502.5 — BASIS OF PAYMENT Perforated PE Pipe Drain: Payment shall be by the lineal foot at the unit price in the proposal and bid shall include filter aggregate. Connect Pipe Drain to Drainage Structures: Connection shall be incidental and no payment shall be made. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 6 02506 — MANHOLES, CATCH BASINS AND VALVE BOXES 02506.1 — DESCRIPTION The construction of manholes, catch basins and valve boxes shall be accomplished in accordance with applicable sections of the Minnesota Department of Transportation's "Standard Specifications for Construction" (referenced "MnDOT") 2016 Edition and any supplements thereto, and the latest edition of the "Standard Utilities Specifications for Watermain Service Line Installation and Sanitary Sewer and Storm Sewer Installation" (referenced "CEAM"), except as modified below and within other sections of the special provisions. 02506.2 — MATERIALS G Item 2506.502, "Construct Drainage Structure, Design Special 1 (rectangular 2'x 3')," shall be constructed in accordance with City Detail Plate No. 4002 — Standard Catch Basins. H Item 2506.502, "Construct Drainage Structure, Design H," shall be constructed of precast concrete only in accordance with MnDOT Standard Plate No. 4006L. The casting for Design H structures shall be Neenah R -3508-A2 for use in the roadway and Neenah R-4342 for use in sodded areas where drainage is required. 02506.3 — CONSTRUCTION REQUIREMENTS G Adjusting Frame or Ring Castings and Valve Boxes: The procedure for adjusting structures shall be in accordance with the standard procedures used to adjust structures within multiple lift bituminous pavement sections. Included in this work is the requirement to set the rim elevations to the interim surface elevation of the bituminous base course prior to suspension of operations for the winter. During the structure adjustment for the bituminous base course, the Contractor shall place traffic cones or other traffic barricades on the structure being adjusted. The procedure shall consist of installing metal plates on manhole structures, paving the first lift of pavement, removing the plate, setting the rings and casting or valve box to the interim pavement grade, and in the following year, setting the rims to final grade prior to paving the final bituminous wear course. Adjustment of existing sanitary sewer and storm sewer castings shall include replacement of the existing adjustment rings and installation of internal or exterior chimney seal product such as Infi- Shield, or approved equal to seal the upper manhole area between the cone section and the casting frame. Exterior chimney seals shall have the inspection tag exposed at the surface to verify installation. Weep holes are to be installed to prevent cracking in the adjusting rings. The method of installation shall be approved by the Project Observer. Adjustment of gate valves should include additional riser sections as needed. The Contractor shall minimize the area of bituminous removed (typically 1.5 to 2 feet around the casting) to adjust structures but allow for compacting around casting and structure with a mechanical compactor. If the excavated area exceeds the typical area as determined by the Engineer, the adjacent pavement shall be milled and patched as per Detail Plate No. 7006. Care should be taken to ensure segregation of material types (clay, sand, Class 5) and compaction to 100 percent of standard proctor density. Bituminous shall be compacted in accordance with the project requirements. The City may require that density tests be completed for re -compacted materials. Failing density tests shall be cause for the removal, re -compaction and retesting of materials at the Contractor's expense. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 7 The Contractor has ten (10) calendar days to raise all structures upon completion of the base course paving. Failure to do so shall result in a $50.00 per structure reduction for completion of temporary ties. The Contractor shall remain responsible for the adjustments. Repeated failure to complete this item before the winter season shall be considered failure to perform and the City will have this work performed by others at the Contractor's expense. The Contractor has forty-eight (48) hours to install the wear course paving after adjusting structures for the wear course paving. During the interim period between adjusting structures for the wear course paving and installing the wear course paving, the Contractor shall place traffic cones or other traffic barricades on the adjusted structures. Structures shall be adjusted such that they conform to the following requirements: Manholes and catch basins shall have no less than two (2) concrete adjusting rings and the maximum height of adjusting rings shall not exceed twelve (12) inches. Concrete adjusting rings shall be standard, two (2) inch thick, reinforced rings manufactured for this specific purpose. The diameter or rectangular dimension shall conform to the type of casting on the structure. Frame and ring castings shall be set to the designated elevation in a full bed of air - entrained mortar in accordance with MnDOT 2506. Mortar between the rings shall be no less than '/4 -inch nor greater than '/2 -inch. No less than '/z -inch thickness of mortar shall be plastered around the outside of the rings to encase the rings of structures (this does not apply to catch basins within curbs which shall be encased in concrete) where chimney seals are not being used. Plastic shims not exceeding 2 inches x 2 inches x'/4 inch each may be used to set the rings. C. Catch basin castings and adjusting rings shall be encased in a minimum of four (4) inches of concrete when installed in curbing in accordance with the Standard Detail Plates. Rim elevations shall be set to correspond with the depressed curb as illustrated in the Standard Detail Plates. d. Valve boxes shall be set to have six (6) inches of adjustment up and down from finished grade. e. The final rim surface elevation of the manhole or valve box casting shall be % — 3/4 inch below the adjacent pavement elevation at centerline and % — % inch off centerline. In turf areas, the rim elevation should be flush with the final grade. f. Patches for casting adjustments shall be saw cut in a diamond shape around the casting. Bituminous removal shall be kept to a minimum to allow adjustment of the casting and proper compaction. Metal adjusting rings may be used as per Detail Plate No. 1003 if approved by the City Engineer. The Contractor shall follow the installation guidelines of the manufacturer. H Reconstructing In -Place Structures: If plans require reconstruction of existing manholes or catch basins or adjusting the frame or ring casting beyond the limits specified in 02506.3.G, "Adjusting Frame or Ring Casting," reconstruct the structure as shown on the plans or as directed by the Engineer. If reconstruction is required, all requirements specified in 02506.3.G, "Adjusting Fame or Ring Casting, shall apply. GENERAL SPECIFICATIONS AND DIVISION 2 STANDARD DETAIL PLATES FOR SITE WORK STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 8 02506.4 — METHOD OF MEASUREMENT D Adjusting Castings: No measurement or payment will be made for casting adjustment for structures installed under this Contract, including multiple adjustments to suit blacktop lifts. Adjustments of existing castings within the project area that do not require reconstruction or repair shall be measured on a unit basis for each casting and type adjusted. Adjusting Valve Boxes: No measurement or payment will be made for valve box adjustment for valve boxes installed under this Contract, including multiple adjustments to suit blacktop lifts. Adjustment of existing valve boxes within the project area that require adjustment shall be measured on a unit basis for each valve box adjusted. 02506.5 — BASIS OF PAYMENT Adjust Frame and Ring Castings: Payment for casting adjustment will be made at the contract unit price for each existing casting and type adjusted. Payment will be compensation in full for all labor, material and equipment required to adjust and reset the casting to the interim and final street grades and seal the chimney area as specified. Casting adjustments for existing structures requiring reconstruction or new structures installed shall be considered incidental. Adjust Valve Box: Payment for valve box adjustment will be made at the contract unit price for each existing valve box adjusted. Payment will be compensation in full for all labor, material, and equipment required to adjust the valve box to the interim and final street grade as specified. All items 2506.501, Design 48-4020 through Design 90-4020 structures, shall be paid for on a "lineal foot" basis as measured from the invert to the top of casting. Castings for Items 2506.501 shall be paid for under a separate item number 2506.516. Item 2506.502, "Construct Drainage Structure Design H" and "Design Special I (Rectangular 2'x 3')," shall be paid at the unit price bid and shall be compensation in full for the structure and casting. 02511 — RIPRAP 02511.3 — CONSTRUCTION REQUIREMENTS All riprap shall be hand placed and grouted so that the riprap is firmly embedded in the grout. The surface finish of the riprap should be swept so that the grout is not exposed on the surface of the riprap. Riprap should be placed along the sides and below the flared -end sections to prevent erosion and washouts around the flared -end. Trash guard bolts shall remain uncovered by riprap and grout. Riprap should also be placed to the bottom of proposed ponds or as directed by the Engineer. 02521 — WALKS 02521.1 — DESCRIPTION Walks shall be constructed as required by City Detail Plate No. 5012 in the specifications and the Plans. 02521.2 — MATERIALS A Concrete: The air content of the concrete shall not be less than 5 nor more than 8 percent. Concrete mix shall be 3F52. E Granular Materials: Base for concrete walk shall meet the requirements of MnDOT 3149.2 B.1 Granular Borrow, except that 100 percent of the material shall pass a 1-1/2 inch sieve. Existing on site materials may be used if approved by the Engineer. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 9 Base for bituminous walk shall meet requirements of Section 2211, Aggregate Base. The aggregate base course shall be Class 5 as modified in Section 02211. Truncated Domes for Pedestrian Curb Ramps: The Contractor shall select a truncated dome product from the latest version of the MnDOT approved products list at http://www.dot.state.mn.us/products/miscmaterials/truncateddomes.htm1. Pedestrian curb ramps shall include construction of truncated dome systems (detectable warning surfaces) in compliance with the Americans with Disabilities Act Accessibility Guidelines (ADAAG). 02521.3 — CONSTRUCTION REQUIREMENTS A Foundation Preparations: Use of geotextile fabric under the base material specified in locations where unsuitable soils are encountered in the subgrade may be required as directed by the Engineer. D Placing and Finishing Concrete: Concrete shall be tested at the rates as described in section GR - 21 "Material Testing" in Division 1. Any batch not meeting the requirements specified will be rejected and tests will be administered on the following batches in succession until there are a minimum of two passing results in a row. Slip form machine placement will be allowed and shall conform to MnDOT 2531.3D requirements. The surface transverse slope shall not vary more than 3/16 of an inch over three feet (3') measured from both edges of the walk in order to minimize slumping along the edges. D.2 Joint Construction: Expansion joints shall be placed at locations where a fixed object or structures extend through the walk, at pedestrian ramps and where thicknesses may vary. Spacing of contraction joints shall equal the width of the walk. Expansion joints shall not exceed the maximum of sixty feet (60') apart. E.1.a Membrane Curing Method: Membrane curing method in accordance with MnDOT 3754 will be allowed with the minimum rate of application being one gallon per 124 square feet of exposed surface area. 02521.5 — BASIS OF PAYMENT The unit price bid for bituminous walk shall include all excavation, grading, Class 5 aggregate base course, materials, labor, and equipment required to complete the construction. The unit price bid for concrete walk shall include all excavation, grading, granular borrow, materials, labor, and equipment required to complete the construction. Surface tolerances will be verified prior to payment. The unit price bid for pedestrian curb ramps shall include excavation, grading, granular borrow, installation of the truncated dome system, concrete materials, labor, and equipment required to complete the construction unless otherwise specified in the special provisions. 02531 — CONCRETE CURBING 02531.1 — DESCRIPTION This work shall consist of constructing cast -in-place concrete curbs, curb and gutter, medians, driveway pavement, pedestrian ramps, and other similar traffic delineation or service items. GENERAL SPECIFICATIONS AND DIVISION 2 STANDARD DETAIL PLATES FOR SITE WORK STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 10 02531.2 — MATERIALS A Concrete: The air content of the concrete shall not be less than 5 nor more than 8 percent. Concrete mix shall be 3F52 where forms are placed and 3F32 where slip form machine placement is used. 02531.3 — CONSTRUCTION REQUIREMENTS A Foundation Preparations: The Contractor shall shape and compact the aggregate base prior to starting concrete curb and gutter construction. C Placing and Finishing Concrete: Each concrete batch shall be tested for air content prior to placement. Any batch not meeting the air requirements will be rejected. The Engineer will take samples as deemed necessary to determine the quality of the concrete. The Contractor shall provide for suitable storage on site for concrete test cylinders. The testing will be done by an approved testing laboratory. The Owner shall bear the initial cost of the testing and transporting of cylinders. If, however, sections of the curb and gutter fail and retesting is required, the cost of this additional testing shall be at the Contractor's expense. D Slip -form Machine Placement: The Contractor shall submit shop drawings identifying curb shoe dimensions for all curb types to the Engineer for approval along with other submittals in accordance with Section GR 01300, prior to construction. E Joint Construction: Expansion joints shall be placed at locations where a fixed object or structures extend through the walk, at pedestrian ramps and where thicknesses may vary. Expansion joints shall be placed at intervals of not more than sixty feet (60') for manual placement and not more than two hundred feet (200') for slip -form placement. G.1.a Membrane Curing Method: Membrane curing method will be allowed with the minimum rate of application being one gallon per 124 square feet of exposed surface area. H Backfill Construction: Backfilling of the curb and gutter shall be completed within 48 -hours after the curing period (3 to 7 days as determined by the Engineer) and prior to bituminous surfacing of the roadway. Extreme care must be exercised by the Contractor during this operation to prevent horizontal displacement of the curb and gutter. Backfilling shall be considered incidental to the construction. Only compacted topsoil shall be placed within six (6) inches of the finished grade from the top of curb. Cracking at areas other than joints shall be sawed/sealed with an approved sealant, or removed and replaced, at the discretion of the City Engineer. 02531.4 — METHOD OF MEASUREMENT No deductions will be made for catch basins. A Length: Curb drops for alleys, private entrances, driveway entrances, and pedestrian curb ramps shall be included in the length measurement of the curb and gutter. 02531.5 — BASIS OF PAYMENT The unit price bid for concrete curb and gutter shall include all necessary excavation, joints, protective coating, tamped backfill, curb drop work, and catch basins. Payment shall be limited to 80 percent of the actual footage installed until all curbing has been backfilled and the topsoil placed. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 11 02564 — TRAFFIC SIGNS AND DEVICES 02564.1 — DESCRIPTION This work shall consist of traffic control as shown on the plans. 02564.2 — MATERIALS The signs specified for the project shall be fabricated and installed in accordance with the "Minnesota Manual on Uniform Traffic Control Devices" (MMUTCD) and shall meet all MnDOT retroreflectivity standards. Street name sign sheeting shall be High Intensity. All others shall be Diamond Grade. Street signs shall be fabricated and installed as shown on the plans. 02564.3 — CONSTRUCTION REQUIREMENTS A General: The signing contractor shall submit all street sign names to the Owner for review following the preconstruction conference prior to ordering the materials. 02564.4 — METHOD OF MEASUREMENT G Sign Panels: The Engineer will measure Type C sign panels by area based on nominal dimensions of the sign panels. Install Sign Type D: Type D Signs will be measured by the number of complete units (sign or signs and post) furnished and installed complete in place. 02564.5 — BASIS OF PAYMENT The contract unit price for "Sign Panels Type C' includes the cost of providing and installing the tubular or flanged channel sign posts, stringers, brackets, and attachment angles or strap mounting hardware for sign panel attachment. The contract unit price for "Install Sign Type D" includes the cost of installing each sign as required by the contract. The unit price bid shall be full payment for labor and materials required to complete the work. 02565 — INSTALL 4 -INCH (4") NMC 02565.1 — DESCRIPTION This item consists of the installation of NMC utility crossings for the private utility companies and crossings for future City fiber optic system. 02565.3 — CONSTRUCTION REQUIREMENTS The NMC pipe will be provided by the individual private utility companies and by the City for the fiber optic system and the depths typically do not exceed three (3) to five (5) feet. These utility crossings may not be shown on the plan set but will be coordinated in the field with the private utility companies. The Contractor shall install the 4 -inch NMC before the concrete curb is installed. The utility crossings shall extend to the right-of-way on the non-sidewalk/trail side and five (5) feet beyond the right-of-way on the sidewalk/trail side of the street. The conduit for the City fiber optic cable shall be placed at the south or west end of the trench adjacent to the other conduits. The Contractor shall install a plastic cap, furnished by the City, on the City fiber optic conduit. The Contractor shall furnish and place a U -channel post extending from the end of one conduit up to 6 inches below the finished ground surface and another fence post extended above the ground surface to mark the conduit as shown on Detail Plate No. 7010. The Contractor shall be responsible for maintaining the fence post through project completion and acceptance. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 12 02565.4 — METHOD OF MEASUREMENT The excavation length will be measured in linear feet regardless of the number of NMC conduits bundled at the same crossing location. The excavation length will be measured along the longest conduit at the same crossing location. 02565.5 — BASIS OF PAYMENT 4" Non -Metallic Conduit: Payment shall be made at the contract unit price per linear foot, which shall be compensation in full for furnishing and installing the 4" NMC with plastic end caps. Payment shall be compensation in full for all labor, excavation, compaction, and restoration required to complete the installation including furnishing, installing and maintaining the fence post marker. 02571 — PLANT INSTALLATION 02571.1 — DESCRIPTION This work shall consist of furnishing and installing shrubs and trees on the project as directed by the Engineer. 02571.3 — CONSTRUCTION REQUIREMENTS D Planting Soil Preparation: Topsoil, soil conditioners, humus, and fertilizer shall be included to assure good growth. M Plant Establishment Period: Shall be two years and match the two-year guarantee period of the Contract. 02571.5 — BASIS OF PAYMENT The unit bid for each shall include any watering, topsoil, soil conditioners, humus, and fertilizer required to assure good growth. 02572 — PROTECTION AND RESTORATION OF VEGETATION 02572.3 — CONSTRUCTION REQUIREMENTS A Protecting and Preserving: No trees shall be removed without permission of the Engineer. No compensation will be paid for cutting down, removing and disposing of shrubs. Any trees or shrubs deemed savable will be field located by the Engineer and shall be fully protected by this Contractor during construction. Any trees or shrubs removed or damaged by the Contractor, which were deemed savable by the Engineer will be replaced at the Contractor's expense. The following procedures shall be adhered to when constructing utilities near trees. a. Cut roots cleanly. b. Paint cut root ends with asphalt base paint. C. Backfill trench as soon as possible; do not leave the roots exposed to air. d. No equipment or construction materials shall be stored beneath a tree's drip line. e. Clean up around trees immediately after construction. A7 Pruning: All pruning of trees must be approved by the City Engineer. All trees damaged during construction shall be pruned and repaired to standard arboricultural practices. GENERAL SPECIFICATIONS AND DIVISION 2 STANDARD DETAIL PLATES FOR SITE WORK STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 13 02572.5 — BASIS OF PAYMENT All work under protection and restoration of vegetation shall be considered incidental to the contract with no additional compensation allowed therefor. 02573 — STORMWATER MANAGEMENT 02573.1 — DESCRIPTION Regardless of whether this project requires a National Pollutant Discharge Elimination System (NPDES) Construction General Permit, the Contractor will be required to comply with City and NPDES regulations in order to prevent erodible materials from leaving the site. 02573.3 — CONSTRUCTION REQUIREMENTS Placing Temporary Erosion Control Items: All items shall be furnished and installed in accordance with the Plans, Standard Detail Plates, and/or where directed by the Engineer. If the Contractor believes additional or alternative erosion control measures are necessary, the Contractor shall immediately inform the Engineer. P Maintenance: The Contractor shall be responsible for the maintenance of all temporary erosion and sediment control measures. These measures shall be repaired, replaced, or supplemented as set forth in the NPDES Construction General Permit, which is summarized below for reference: GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 14 TIME FRAME FOR REPLACING, EROSION &SEDIMENT FAILURE CRITERIA REPAIRING, OR CONTROL MEASURE SUPPLEMENTING Perimeter Control Sediment depth reaches 1/2 Within 24 hours of discovery (or as height soon as field conditions allow) Inlet Protection Sediment depth reaches 1/2 Within 24 hours of discovery (or as height soon as field conditions allow) Sedimentation Basins Sediment volume reaches 1/2 Within 72 hours of discovery (or as storage volume soon as field conditions allow) Sediment in drainage ditch, storm Within 24 hours of discovery Stabilized Drainage Ditches sewer, or a water of the State. or within 24 hours of obtaining access Stabilized Construction Site — Within 24 hours of discovery Vehicle Exit Locations Sediment is being tracked off-site (sediment that does not drain back to site must be removed) Sediment, asphalt, concrete Solid Waste millings, construction debris, Within 24 hours of discovery plastic, paper, and other waste not disposed of properly Apply temporary cover to exposed Temporary Erosion Protection Exposed soil has remained soil within 14 days (7 days if unworked draining to and within 1 mile of special or impaired water body) GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 14 Additional Erosion and Sediment Control Requirements 1. All wetlands and sensitive areas shall be protected with two rows of silt fence and/or construction fence a minimum distance of 3 feet apart. 2. All current SWPPPs and erosion control inspection reports shall remain on site and shall be accessible at all times. 3. Concrete washout areas shall be installed prior to any concrete work commences. 4. Storm sewer inlets shall have inlet protection for storm water runoff at all times. 5. All drainage channels, permanent or temporary, shall be stabilized with erosion control blanket within 24 hours of the channel going online, the channel bottom shall have extra BMPs to prevent future erosion. 6. Rock construction entrances shall conform to the requirements shown in Detail Plate Nos. 6001- 6003 at a minimum or as directed by the Engineer. 7. Sod or erosion control blanket shall be installed behind the curb within 24 hours, upon the completion of the small utility work. 8. The Contractor/Developer shall notify the City of any wetland impacts within 24 hours upon occurrence. Contractor/Developer shall provide a timeline on how and when the impact will be removed, as well as a restoration plan. Any and all impacts shall be shown on a revised SWPPP plan sheet. 9. The City requires 24-hour notification of any water pumping activities. The City also requires a minimum of two BMPs for water pumping operations. The Contractor shall submit a plan identifying how water will be treated prior to discharge. The discharging water shall be as clear as or clearer than the receiving waters. (Water collection samples are recommended.) There shall be no direct discharges to public waters or wetlands. If the Contractor fails to provide maintenance of the temporary erosion control measures, within the above time frames, the Engineer shall have the authority under the terms of this Contractor to hire the work done and deduct the costs incurred from the amounts due to the Contractor. Corrective Action The Contractor shall be assessed liquidated damages of $200 per day for each specified area for which the Contractor has not installed or repaired erosion control devices (including sod) within 48 hours after receiving written notice from the City Engineer as summarized below: Corrective actions applicable on any and all non-compliant issues shall include, but are not limited to: 1. Site wide shut down. 2. The holding of building permits and building inspections. 3. Draw from letter of credit to perform required work. 4. Referral to the MPCA or DNR for further corrective action 02573.5 — BASIS OF PAYMENT Payment shall be limited to 50 percent of the actual quantities installed until 50 percent of the Contract Work including any Change Orders has been completed. At that point in time, payment shall be increased but limited to 80 percent of the actual quantities installed until all temporary erosion control measures have been removed from the project site. GENERAL SPECIFICATIONS AND DIVISION 2 STANDARD DETAIL PLATES FOR SITE WORK STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 15 02574 — SOIL PREPARATION 02574.2 — MATERIALS C Fertilizer: The fertilizer shall be a no phosphorus commercial grade unless otherwise noted in the bid documents. 02575 — ESTABLISHING TURF AND CONTROLLING EROSION 02575.1 — DESCRIPTION All disturbed areas within the project shall be either seeded or sodded as directed by the Engineer. Once an area is finish graded, seed shall be placed within one week. If bituminous base is placed, sod shall be installed within one week of bituminous placement. Sod shall be placed in the boulevard area between the curb and walk or trail. A minimum of three feet (3') or two rolls of sod shall be placed along curb. Also, a minimum of two rolls of sod shall be placed along both sides of a walk or trail. 02575.2 — MATERIALS A. SEED MIX FOR STORMWATER PONDS: Do NOT seed bottom of pond Seed 1: 33-261 @ 35 lbs/ac (39.2 kg/ha) to be planted 10 feet on either side of the normal water level. Seed 2: 35-241 @ 36.5 lbs/ac (40.9 kg/ha) to be planted from the 33-261 to top of pond to transition in with seed mix specified for the rest of the project. Fertilizer: 23-0-30 @ 200 lbs/ac (224 kg/ha) Lime: 2 tons/ac Mulch: Type 3 @ 2 tons/ac + Disk anchoring Blanket: One blanket width (6 - 8feet) at the normal water level; emergency spillway; and areas of concentrated in -flow FOR OPEN SPACES AND STEEP SLOPES (4:1 AND GREATER) SEED 1: 35-221 @ 36.5 lbs/ac (40.9 kg/ha) to be planted from the 33-261 seed edge to the HWL transition in with seed mix specified for the rest of the project. Fertilizer: 17-10-30 @ 350 lbs/ac (392 kg/ha) Lime: 2 tons/ac Mulch: Type 3 @ 2 tons/ac + Disk anchoring Blanket: Areas of concentrated flow, such as pond corners or areas where ditches carry water into the pond GENERAL SPECIFICATIONS AND DIVISION 2 STANDARD DETAIL PLATES FOR SITE WORK STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 16 MnDOT seed mixture 25-141 shall be used in all other areas unless otherwise specified. C Sod: Sod shall meet the requirements of MnDOT 3878. 02575.3 — CONSTRUCTION REQUIREMENTS A General: The Contractor is cautioned to salvage all available and suitable topsoil from the project site for re -spreading on areas to be restored. B Placinq Seed: Seeding shall be done within two (2) weeks after finish grading has been completed. C AApplyinq Mulch: Mulch shall be applied on all seeded areas. D Disk Anchoring: The Contractor shall disk anchor mulch Types 1, 7, and 8. The anchoring equipment shall be operated in a general direction at right angles to the direction of surface drainage wherever practical. E Placing Hydraulic Erosion Control Products: Apply Hydraulic Tackifiers and Hydraulic Matrix products as specified in the plans in accordance with the construction requirements of MnDOT 2575.3E.1 and E.2. Placing Sod: Sod shall be placed level with the top of curb to maintain drainage. It is understood that sodding of areas behind the curb could occur prior to the completion of work by private utility companies. The Contractor shall place sod within one week following the bituminous pavement placement. In areas where there will be sidewalk construction, two rolls of sod shall be placed behind the curb within one week following the completion of bituminous pavement placement. The remainder of the sod shall be placed within one week following sidewalk construction and the completion of private utility work. No additional compensation will be allowed for the additional mobilization required to complete the work as specified. All sod shall be placed and maintained according to these specifications. If additional sod is required to repair damage caused by the private utility companies, it shall be paid for at the unit price in the individual project proposal with no allowances made for additional mobilization costs. During the course of laying or immediately after completing the sod placement on each area, the sod shall be watered and compressed into the underlying soil by rolling in accordance with MnDOT 2575. If, after rolling, the surface of the sod is not free of bumps or depressions, the Contractor shall make suitable corrections to the topsoil and/or subgrade, replace the sod and roll the sod at no additional cost to the Owner. No sod will be installed later than September 30th unless directed by the Engineer. After September 30th, erosion control blanket (Type 2) shall be installed along the curb. K Maintenance: The Contractor shall be solely responsible for replacement and/or repair of any seeded area that may wash out, erode, or fail to grow prior to acceptance with no additional compensation therefor. The Contractor shall be responsible for maintaining new seed for 6 months or one growing season. After placement, sod shall be kept continuously moist for a minimum thirty (30) growing days. A growing day shall be defined as any calendar day between May 15th and October 15th or where the mean ground temperature is 42 degrees 20 inches below the surface. If thirty (30) growing days cannot be achieved in the fall, then the Contractor shall maintain sod for thirty (30) growing days in the following spring, beginning on May 15th. Sod shall be maintained by watering, fertilizing, weeding, and other operations such as rolling, regarding, and replanting areas as required to establish a smooth, acceptable lawn free of eroded or bare areas GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 17 Seed tags should be submitted to the Project Observer for approval prior to commencing work. Application rates should be verified. 02575.5 — BASIS OF PAYMENT Payment at the unit price bid for sod or seeding shall include salvaging or importing and re -spreading six (6) inches of approved topsoil on disturbed areas. Imported topsoil shall be MnDOT 3877 Loam Topsoil Borrow. Seeding shall be paid for at the unit price bid per acre. This shall include salvaging or importing and re- spreading six (6) inches of approved topsoil on disturbed areas seed, furnishing and installing mulch, fertilizer, grading, shaping, and all miscellaneous work. Imported topsoil shall be MnDOT 3877 Loam Topsoil Borrow. Watering shall be considered incidental during the maintenance period as described in 02575.31. If watering is requested beyond the maintenance period, the Contractor shall be paid at the unit price bid per 1,000 (M) gallons. SPECIFICATIONS REFERENCE Unless otherwise noted or modified herein, all sections of the latest edition of the City Engineers Association of Minnesota, Standard Utility Specifications shall apply. 02600 — EXCAVATION AND BACKFILL OF UTILITY TRENCHES 02600.1 — DESCRIPTION This work shall consist of excavating and backfilling trenches for water and sewer utility construction. 02600.2 — MATERIALS Al Granular Material Gradation Classification Paragraphs 2600.2A1 shall be modified as follows: Al Foundation materials shall have the following crushing requirements: Not less than 50 percent of the material, by weight, that is retained on the No. 4 sieve shall have one or more crushed faces. Hard, durable crushed carbonate quarry rock may be used for foundation materials. Bedding and encasement materials, where improved pipe foundation is not required, shall meet the requirements of MnDOT Specification 3149, Granular Borrow, except that 100 percent, by weight, shall pass the 1" sieve. A gradation report from an approved Independent Testing Laboratory of the proposed granular foundation, bedding, and encasement materials shall be furnished to the Engineer before any of the granular materials are delivered to the project. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 18 02600.3 — CONSTRUCTION REQUIREMENTS A General Provisions: The following shall be added to section 2600.3A4: A4 Interference of Underground Structures: No underground valves may be operated by individuals other than personnel from the Owner's Public Works Department. Only under emergency conditions or after specific authorization is given by the Owner's Public Works Department shall the Contractor operate valves. B Excavation and Preparation of Trench: The following shall be added to sections 2600.3131-4: 131 Operational Limitations and Requirements: Where possible, excavated materials shall be placed in areas that will not block existing vehicle and pedestrian traffic or drainage ways. The Contractor shall review proposed methods of operation with the Engineer prior to beginning the work. B3 Excavation Limitations and Requirements: It shall be the Contractor's responsibility to notify the Engineer of changing soil conditions which may be of poor bearing capacity and when organic soils are encountered. Where utilities are placed on unstable soils without notification of the Engineer, the Contractor shall be responsible for all repairs and correction of the installation without further compensation. Granular foundation materials for use where unstable foundation materials are encountered shall not be used as an aid to facilitate installation of pipe in wet soil conditions. Use of these materials in this manner in lieu of providing adequate dewatering measures shall be considered incidental to the construction with no additional compensation allowed therefor. B4 Sheeting and Bracing Excavations: The cost of all special construction techniques necessary to protect in place facilities shall be included in the unit price bid for pipe installation with no additional compensation allowed therefor. C Trenchless PiDe Installation: Section 2600.3C1 shall be modified as follows: C1 Jacking/Boring: The terms "auger," "boring," "jack," "jacking," and "tunneling" in the proposal, specifications, and plans refers only to trenchless construction. The Contractor shall inspect and verify soil conditions to his own satisfaction in order to determine the type of construction to employ. Natural and/or manmade obstructions may be encountered in the soil. These contract documents do not warrant the nature or condition of the soils, and do not warrant that natural or manmade obstructions will not be encountered. The Contractor shall not be entitled to additional compensation for any natural or manmade obstructions encountered during non -open cut construction or excavation. During the construction, the Contractor shall be responsible for protecting all existing utilities above the pipe invert. The carrier pipe shall be installed within the casing pipe using "wooden skids" or similar devices to center the carrier pipe within the casing pipe. Upon completion of the carrier pipe installation, the annular space between the carrier pipe and the casing shall be densely filled with sand and the ends sealed with cement. A simultaneous grouting and jacking procedure shall be used. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 19 The jacking system shall be provided with an integral grout pipe and casing pipe. A one -inch (1") grout pipe shall be tack welded to the front edge of the first length of casing pipe. The grout pipe shall be extended with the casing pipe, but not fastened to the casing pipe during the remaining jacking operations. After the pipes are through to the receiving pit, cut the grout pipe free from the casing pipe. Pull the grout pipe back through the embankment applying positive piston pressure on the grout along the outside the casing pipe throughout the pulling operation. A cement slurry grout mix with as little water as possible shall be used. Bentonite shall not be used to fill voids. The Engineer shall approve grout and backfill material prior to placement of any material. Deviation from the pipe grade, as provided by the Engineer, in excess of 0.05 percent may be cause for removal and relaying of the pipe by the Contractor with no additional compensation allowed therefore. The use of water under pressure (jetting) or puddling will not be permitted to facilitate boring, pushing, or jacking operations. No jacking or boring of pipe will be allowed below the water table until it has been dewatered. If a void develops, the jacking or boring operation shall stop until the void has been filled by an approved method. The Contractor shall take the following precautions when boring: 1. Extend casing through entire distance bored. 2. Check grade and alignment after each casing section is installed. 3. Coordinate operations to provide continuous support to surrounding earth materials. 4. Excavation shall be carried on in such a manner as to provide adequate support to surface structures and roads above and adjacent to the boring and not create any hazards to overhead traffic and other activities. 5. These contract documents do not warrant or guarantee the extent to which rocks, boulders, or other obstructions, regardless of size, may be encountered during boring operations. No extra compensation will be made for removal of rocks, boulders or other natural or manmade obstructions encountered during non -open cut construction or excavation. 6. All voids caused by boring shall be filled by pressure grouting. The grout material shall consist of a sand -cement slurry of at least two sacks of cement per cubic yard and a minimum of water to assure satisfactory placement. All slurry shall be pre -approved by the Engineer prior to use by the Contractor. The Contractor shall take the following precautions when jacking: 1. The jacking machine shall be capable of controlling line and grade. 2. Progressively push carrier pipe through completed casing. 3. Strap a minimum of two wooden saddle blocks to each pipe length to provide support at regular intervals. 4. Center carrier pipe in casing at all times. 5. Seal each end of the casing with a concrete bulkhead with blow pipe formed into bulkhead. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 20 6. Fill annular space between casing and carrier pipe with dry blown sand as completely as possible. Space shall be considered filled when dry sand blows out of opposite end of casing pipe. 7. The location, size and configuration of all jacking pits shall be subject to approval of the ENGINEER. The surface above the jacking operations shall be monitored for heaving and or sinking during jacking operations and during post -jacking grouting. Any damage incurred to the roadways will need to be repaired. No additional compensation to the Contractor will be made for these repairs. E feline Backfilling Operations: The following shall be added to section 2600.3E: Bedding of DIP and RCP shall be defined as Class C and be accomplished in accordance with these specifications. Class C bedding shall be as specified within the CEAM specifications and shall be used for all DIP and RCP installations unless otherwise called for on the Plans or directed by the Engineer. All PVC pipe shall be bedded in accordance with ASTM Specification D2321, "Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe". This shall include placement of granular materials meeting the requirements of 2600.2 from a point six (6) inches below the bottom of the pipe to a point twelve (12) inches above the top of the pipe. Compaction of granular materials around PVC pipe shall be to ninety-five (95) percent of maximum density (ASTM D698). Placement and compaction of granular materials around PVC pipe shall be considered incidental to the installation of the pipe with no additional compensation allowed therefor. Where existing soils do not meet the requirements of Specification 2600.2, the Contractor shall furnish the required granular materials as incidental to the cost of the pipe. Backfilling to the top of the encasement zone shall be completed with hand operated mechanical tampers in six (6") inch lifts. Backfilling above the encasement zone shall comply with the general requirements specified in 2600.3E and the following. Backfill within the roadbed or building pad areas shall be compacted to Specified Density Requirements as per MnDOT Specification 2105.3F1. 2. Backfill not within the roadbed or building pad areas shall be compacted to 95 percent of maximum density (ASTM D698). Any settlement of road surfaces in excess on one (1 ") inch, as measured by a 10 -foot straight edge, within the warranty period, shall be considered failure of the mechanical compaction and the Contractor shall be required to repair such settlement with no additional compensation allowed therefor. If insufficient suitable materials are available to complete backfilling, excess suitable materials from other areas of the project shall be used to complete the work. Granular foundation, bedding, and encasement materials shall be placed around all pipe within areas of rock excavation. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 21 The Contractor shall use smaller compaction equipment around manholes, catch basins, and valves to ensure proper compaction. 02600.4 — METHOD OF MEASUREMENT Granular Materials: Section 2600.413 shall be modified as follows: One and one-half inch (1 '/2 ") clear foundation material can be substituted at the same price if deemed necessary and if approved by the Engineer. Granular foundation material shall be used only below the pipe invert and will be paid on a per ton basis for the material in place. No payment will be allowed without prior approval of the Engineer. Encasement and backfill material shall be determined by loose volume vehicular measure and shall be installed only in the presence of the Engineer and according to his direction. 02600.5 — BASIS OF PAYMENT The following shall be added to section 2600.5: No additional compensation will be made for sewer and copper water service lines not constructed in a common trench. 02611 — WATERMAIN AND SERVICE LINE INSTALLATION 02611.1 — DESCRIPTION This work shall consist of installing watermain and appurtenances. 02611.2 — MATERIALS Al. Ductile Iron Pipe and Fittings: Ductile iron pipe shall be Class 52 for six-inch (6"), eight -inch (8") and ten -inch (10") diameter, and Class 50 for twelve -inch (12") diameter and larger. All fittings shall be ductile iron Class 350 compact fittings in accordance with ANSI/AWWA C153/A21.53-84 and shall be paid for as AWWA C153 Body Weight. B. Fire Hydrants: Hydrants shall be Waterous Pacer (model WB -67 without weather shield), traffic type, with a minimum seven and one half feet (7'h') of cover. The nozzle shall be a minimum of eighteen inches (18") above grade while still maintaining the appropriate break -off elevation. Hydrants shall have National Standard Thread connections. The Contractor shall furnish one break -off repair section for every 10 hydrants and one extra springed fiberglass flag for every hydrant installed or portion thereof at no additional compensation. All hydrant valves shall be rodded to the tee on the main line. Refer to the detail plate. A final field coat of factory equivalent paint shall be applied after installation, along with a standard springed fiberglass flag. One hydrant wrench for every ten hydrants is to be supplied. In lieu of placing a final coat of paint, the Contractor may provide the City Water Department with one gallon of factory -specified red paint for up to 20 hydrants. The Contractor shall install one yellow "Out of Order" tag on pumper connection after backfilling of the hydrant has been completed. The tag can be removed once the results of the bacteria test have been received by the Owner and the system is put on line. Cl. Valve Boxes: Valve boxes shall be Mueller H-10357, or approved American-made equal, with H-10361 drop lid, cast iron, cover marked with "Water". Box to be adjustable a minimum of six inches (6") up and down from the specified depth of pipe bury. GENERAL SPECIFICATIONS AND DIVISION 2 STANDARD DETAIL PLATES FOR SITE WORK STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 22 C2. Gate Valves: All valves shown on the drawings as twelve -inch (12") or less shall be compression resilient seated gate valves in accordance with the AWWA C509 (latest revision) Specifications and having one hundred fifty (150) psi pressure rating. Valves shall be either American, Clow, or American-made equivalent. Gate valves meeting AWWA C500 Specification will not be allowed. Valves larger than twelve -inch (12") shall be butterfly valves in accordance with the following: Butterfly Valves: Butterfly valves shall conform to the requirements of AWWA C504 and the following requirements: (1) Working pressure rating of 150 psi minimum. (2) Two inch square operating nut opening counterclockwise. (3) Double "O" ring or split V type stem seal. (4) Traveling must type greater permanently sealed and lubricated. (5) Manufacturers: Dresser, Pratt, or equal. Gate valve extensions shall be required where accessibility exceeds seven and one-half feet (7 '/z) (installed prior to backfill). D. The following shall be added to section 2611.2D: All materials shall be American made and comply with the latest requirements of the Federal Safe Drinking Water Act Service Saddles: Service saddles shall be used on any service where three (3) full threads cannot be engaged as per the table shown in AWWA C151, Table A.2. Saddles shall be Smith Blair Type 313 for sizes up to three-inch (3") taps. Tees shall be provided for services larger than three inches (3"). Water Service Pipes: All copper tubing used for services shall be new and unused ASTM B88, Type K copper. Corporation Cocks: Corporation cocks shall be Mueller H-1 5000N, Ford Type F600 -NL or equivalent. They shall be full size inlet and outlet for the respective services. Curb Stops and Boxes: Curb stops shall be AWWA flared copper service pipe inlets and outlets. They shall have Minneapolis thread and pattern and be Mueller No. H -15154N Mark II Oriseal, Ford type B22 -444M -NL or equivalent. Curb boxes shall be Mueller No. H-10300, Ford EM2-75-56 or equivalent for one -inch (1") services complete with Minneapolis top, adjustable up or down for seven and one-half feet (7'/z') of cover. Mechanical Joint Restraints: Mechanical joint restraints shall be ductile iron designed to withstand pressures shown in Table No. 9-6 of American Cast Iron Pipe Company's catalog. Joint restraints shall be by American, US Pipe or Mega -Lug type and shall be used at all changes in direction and at all fittings and valves in addition to reaction blocking. This shall be considered incidental to the pipe. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 23 02611.3 — CONSTRUCTION REQUIREMENTS A2. Establishing Line and Grade: The Contractor shall give the Engineer forty-eight (48) hours of notice for the establishment of line and grade so the Engineer may have time to provide them. After line and grade has been provided by the Engineer, the Contractor shall be held responsible for the protection and preservation until authorized to remove them by the Inspector. The Contractor shall bear the full cost of replacement that may be caused by their unauthorized removal. The Engineer may require that work be suspended at any time and for any reason when such marks cannot be properly followed. No additional compensation shall be allowed the Contractor for any claims of crews being held up because of lack of line and grade stakes. Excavation and Preparation of Trench: All trenches shall be excavated so that the pipe may be laid accurately to grade with a minimum of seven and one-half feet (7'/2 ') of cover over the watermain unless otherwise noted on the plans. Dewatering: For all utility work, granular foundation material (including 1'/z -inch clear rock) with or without pumps may be used in conjunction with or in lieu of dewatering. Any use of granular foundation material or other material to maintain a dry trench or improve the pipe foundation shall be considered incidental to dewatering. Operational Limitations and Requirements: The trench shall be dug only so far in advance of the work. Advance excavation shall be the minimum consistent with the Contractor's methods and scheduling, shall be subject to the approval of the Engineer and consistent with other sections of these specifications. The sides of the trench shall be sloped and/or braced and the trench drained to provide stable excavation and permit the pipe to be laid in a dry trench. The trench excavation must conform to all local, state and federal requirements. All work must be confined to the limits of the construction and to easements or rights-of-way as indicated on the plans. The Contractor shall install at his expense the necessary trench support to meet the varying soil conditions and to protect existing structures and property. Pipe Laving Operations: The pipe bedding for this project shall be Class B (see detail). A horizontal separation distance of ten feet (10') shall be maintained to storm and sanitary sewers. An eighteen -inch (18") vertical separation shall be maintained at all crossings. A4. Blocking and Anchoring of Pipe: All watermain piping shall be constructed to resist the thrust existing at valves, hydrants and at all fittings by the use of retainer glands and reaction blocking. The retainer glands and the reaction blocking shall be considered incidental to the project. All pipe joints within ten feet (10') of a bend shall be tied or restrained. All hydrants, valves and fittings shall be tied with two (2) three -fourth's inch (3/4") galvanized rods in addition to the required blocking. Refer to detail plate for size and type of blocking. Megalugs may be used with galvanized tie rods in lieu of thrust blocking for hydrants only. C. Water Service Installations: Corporation stops shall be tapped into the main only when full of water under operating pressure. No taps shall be made into a dry pipe. Corporation stops shall be turned into the pipe until tight and shall not be turned back to facilitate having the operating nut on top. The water service shall be installed with a minimum of seven and one-half feet (7'/2) of cover as shown on the detail plate. The curb stop and box shall be located eleven feet (11') inside the property line away from the street (unless otherwise noted on the plans). The top of the curb box shall be set to proper grade with the extension at the mid -point. All curb boxes to be marked with a heavy-duty "T" type steel fence post painted blue with epoxy paint. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 24 A five-foot (6) extension of one -inch (1") copper shall be brought to within three feet (3') of the ground surface in areas of high ground water. At least two (2) ties shall be made for each service. All ties shall be completed after street construction. D. Setting Valves, Hydrants, Fittings and Specials: Hydrants, gate valves and valve boxes shall be set plumb with valve boxes placed directly over valves. Top of valve boxes shall be set one-half inch (1/2") below finished grade unless otherwise noted on the plans. Valves shall be installed over one-fourth (1/4) cubic yard of crushed stone or coarse gravel to ensure drainage. All hydrants shall be given one (1) additional coat of paint after installation. All abraded surfaces shall be cleaned prior to application of the final field coat. Hydrants shall be set at such elevations that the connecting pipe will have a minimum of seven -foot, six-inch (7'-6") cover or as shown in the plans. Each hydrant shall be placed upon a slab of stone, brick or concrete not less than four inches (4") thick and fifteen inches (15") square. The back side of the hydrant opposite the pipe connection shall be firmly wedged against the vertical face of the trench with concrete blocking to prevent the hydrant from blowing off the line. Around the base of each hydrant shall be placed not less than one-half (1/2) cubic yard of crushed stone or coarse gravel with plastic or fabric covering to ensure complete drainage of the hydrant when closed. The Contractor shall ensure that boulevards are graded to the elevation on the plans so that hydrants are installed to the elevations as shown on Detail Plate No. 2001. E. Disinfection of Water and Mains: Disinfection procedures, sampling and testing shall meet the Minnesota Department of Health standards. Electrical Conductivity Test: Conductivity testing shall follow the Standard Utility Specifications. G. Hydrostatic Testing of Watermains: Complete the pressure test as per G, page 35 of the CEAM Standard Specifications, 2013 edition. If this fails, the Contractor shall attempt to locate and repair the leak. As a final option, the leakage test shall be performed with approval from the Engineer. The pressure gauge shall be marked in 0.5 psi increments and be a standard calibrated gauge. The hydrostatic test, pressure requirement for an acceptable test shall be a maximum pressure drop of 2 psi during the two-hour pressure test. The City does not guarantee that the existing gate valves will maintain the leakage test requirement and as an alternate, the Contractor will be required to plug the newly -installed line and test separately each segment of line installed. All wet taps and/or cut -ins shall be tested separately and immediately prior to backfilling. See Typical Air Bleed Detail Plate No. 2003. 02611.5 — BASIS OF PAYMENT Payment at the unit price bid per each for connection to existing main shall be full compensation for all items required to complete the work. Payment at the unit price bid per fire hydrant shall include one hydrant locator per hydrant, and it shall be full compensation for installing one per hydrant and delivering the extra locators and break off repair sections to the Owner's Public Works Garage (909 Golf Course Road). Payment at the unit price bid per each wet tap shall include excavation, backfill, and gate valve and box. Payment for water main pipe shall be limited to 80 percent of the actual amount installed until all watermain has been tested, accepted, and backfilled to subgrade elevations. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 25 02621 — SANITARY SEWER, STORM SEWER, AND SEWER SERVICES 02621.1 — DESCRIPTION This work shall consist of installing sanitary sewer, storm sewer, force main and appurtenances. 02621.2 — MATERIALS A3. Reinforced Concrete Pipe and Fittings: Reinforced concrete pipe and fittings shall conform with the requirements of MnDOT Specification 3236 for the type, size and strength class specified. A5. Poly -vinyl Chloride (PVC) Pipe and Fittings: PVC pipe and fittings shall be Type PSM SDR -35 for zero to eighteen feet (0-18') of depth and Type PSM SDR -26 for eighteen feet (18') and below or as noted on the plans. Joints shall be either O-ring rubber gasket or solvent -cemented according to the manufacturer's specifications and with the approval of the Engineer. All service wyes and service pipe shall be SDR 26. The Contractor shall furnish and place the necessary pipe bedding material as specified in ASTM D2321, Recommended Practice for Underground Installation of Flexible Thermo -Plastic Sewer Pipe, eight -inch (8"), ten -inch (10"), twelve -inch (12"), and fifteen -inch (15") and shall be paid for as part of the unit price bid for PVC as shown on the Proposal Form. Deflection tests shall be performed on all flexible pipe as per the 10 -State Standards and shall not exceed five percent (5%). Test shall be conducted after the final backfill has been in place at least thirty (30) days. An additional test may be required prior to the end of the two (2) year warranty period. Tracer Wire for Plastic Pipe: A Tracer Wire is required to be installed along with the plastic pipe as noted on the plans. Tracer Wire shall be AWG 12 Gauge. Tracer Wire shall be Copper -Clad Steel (CCS) Wire designed for use in directional drilling applications such as "Copperhead Extra High Strength Reinforced Tracer Wire", or approved equivalent of multi -strand 316 stainless steel wire. Tracer wire shall have a 30 mil, green, high molecular weight — high density polyethylene jacket. The tracer wire manufacturer shall warrant that the tracer wire and insulation will be free from defects for a period of five (5) years. B. Metal Sewer Castings: All castings shall be as shown on the detail plates. Manhole castings shall be labeled with the words "SANITARY SEWER" or "STORM SEWER". Furnishing and installing castings for sanitary manholes and storm sewer manholes is included in the manhole cost. C. Pre -cast Concrete Manholes: On the sanitary sewer, all connections to manholes shall be either of the Mini -Tee type, Re -seal gasketed type, PSX: Positive Seal or other approved watertight gasketed connections. Breaking out manhole sections for pipe connections in the field will not be permitted. All manhole sections shall have the R-2 type confined O-ring gasket joints. Lift holes will not be allowed on manholes. Watertight manholes shall include an external manhole chimney seal and a self -seal casting at no additional compensation. All sanitary manholes shall have interior or exterior chimney seals around the rings, from the casting to the barrel section, to prevent the inflow of fines. GENERAL SPECIFICATIONS AND DIVISION 2 STANDARD DETAIL PLATES FOR SITE WORK STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 26 02621.3 — CONSTRUCTION REQUIREMENTS TESTING: The City Inspector will receive twenty-four (24) hours of advance notice for testing. Connect to Existing Sanitary Sewers: When connecting to an existing sanitary sewer stub or manhole, a plug should be installed on the main in the existing manhole to prevent rainwater or sediment from entering the existing system. The plug shall be removed once all new sanitary sewer mains on the project have been installed, inspected, and approved. A2. Establishing Line and Grade: The Contractor shall give the Engineer forty-eight (48) hour notice for the establishment of line and grade so the Engineer may have time to provide them. After line and grade have been provided by the Engineer, the Contractor shall be held responsible for the protection and preservation until authorized to remove them by the Inspector. The Contractor shall bear the full cost of replacement that may be caused by their unauthorized removal. The Engineer may require that the work be suspended at any time and for any reason when such marks cannot be properly followed. No additional compensation shall be allowed the Contractor for any claims of crews being held up because of lack of line and grade stakes. Operational Limitations and Requirements: The trench shall be dug only so far in advance of the work. Advance excavation shall be the minimum consistent with the Contractor's methods and scheduling, shall be subject to the approval of the Engineer and consistent with other sections of these specifications. The sides of the trench shall be sloped and/or braced and the trench drained to provide a stable excavation and permit pipe to be laid in a dry trench. The trench excavation must conform to all local, state and federal requirements. All work must be confined to the limits of the construction and to easements or rights-of-way as indicated on the plans. The Contractor shall install at his expense the necessary trench support to meet the varying soil conditions and to protect existing structures and property. Unsuitable Materials: Should material be encountered in any trench that is in the judgment of the Engineer unsuitable, replacement materials may be ordered. Excavation and disposal of material shall be incidental. Replacement material shall be aggregate backfill. Pipe Laving Operations: The bedding on shall be Class B for ductile iron and concrete pipe unless otherwise specified. PVC plastic sewer pipe shall be bedded and installed in accordance with the requirements of ASTM -D-2321, "Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe". Soil types allowed as bedding and pipe encasement for this Contract include types GW and GP (gravels and gravel sand mixtures little or no fines), types GM and GC (silty or clayey gravel sand mixtures) and types SW and SP (sands and gravelly sands with little or no fines). Density tests will be performed by the OWNER at all points designed by the Engineer to assure compliance with the minimum density requirement. Types GW, GP, SW and SP require eight -five percent (85%) density and types GM and GC require ninety percent (90%) density. If required density is not achieved, the Contractor will be ordered to bed the pipe with compacted sand four inches (4") below the pipe and alongside the top of the pipe. The Contractor shall furnish and place this sand bedding as an incidental item with no direct compensation therefor. Compaction around manholes and all structures within the street shall meet the 100 percent Standard Proctor Density requirement in the upper 3 feet. J -tampers and other smaller compacting equipment shall be used to accomplish the compaction requirements. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 27 C. Sewer Service Installations: It shall be the duty of the Contractor to keep a record of sewer service wye locations with respect to the nearest downstream manhole, but the Engineer will record ties on the end of all sewer services at the property line. When installing sewer services, the Contractor shall before backfilling, contact the Engineer or his representative and assist him in making ties to the end of the service in the open trench. At least two (2) ties shall be made for each service and if backfilling proceeds before such ties are made, the Contractor shall dig up the end of all such services with no additional compensation for the purpose of making ties. Recorded with the ties shall be size and depth of service. During backfilling the Contractor shall furnish and place a vertical two-inch by two-inch (2"x2") wooden stake set flush with finished ground surface and extending down to the end of the sewer service. The two-inch by two-inch (2"x2") stake shall be marked with a heavy-duty "T" type steel fence post painted light green with epoxy paint. Where sanitary sewer services are to extend from existing mains, wyes shall be installed by cutting the existing sanitary sewer. Hub sleeves or Fernco-type connections will not be allowed with the connection. Installing saddles on the existing main is not allowed. House services shall be kept to a minimum depth of nine feet (9') at the property line or as directed by the Engineer. Services are to terminate eleven feet (11') inside the property line with an airtight stopper fastened or braced in place to permit air testing of the pipe. Services shall be installed at a two percent (2%) grade to eleven feet (11') inside the property line. Risers at 45 degrees are to be constructed for the last five feet (5') and are to terminate at a minimum depth of one foot (1') above the ground water. D. Manhole and Catch Basin Structures: A minimum of four inches (4") and a maximum of one foot (1') of adjusting rings shall be used on all structures with no exceptions. Precast concrete drainage structures shall be utilized in all locations. For shallow structures, the Contractor shall furnish precast structures with additional depth as necessary for pre -casting, not to exceed a maximum of two feet (2.0') deeper than the plan design build. The additional depth of manhole shall be filled with grout to match elevations of proposed pipe inverts. All manholes should be covered with plates, castings, or other approved materials at all times during construction to prevent rainwater and sediment from entering the system. Sanitary Sewer Leakage Testing: The maximum amount of leakage allowable for any section of sewer shall be one hundred (100) gallons per inch of diameter per mile of pipe per twenty-four (24) hours. For purposes of the test, the line between adjoining manholes will be considered a section and will be tested as such. All noticeable leaks shall be sealed by the Contractor before final acceptance by the OWNER. For small diameter sewers, an air test will be allowed in place of the leakage test according to F1. Hydrostatic Testing of Force Main: Sanitary sewer force main piping shall be hydrostatically tested to 150 psi for a period of two hours in accordance with the Standard City of Monticello Specifications for Hydrostatic Testing of Water Main. F1. Air Test Method: The pressure gauge shall be marked in 0.1 psi increments and be a standard calibrated gauge. G. Deflection Testing of PVC Pipe: The Contractor shall perform a deflection test on all plastic gravity sewer pipes after the sewer trench has been backfilled to the desired finished grade and has been in place for thirty (30) days. Deflections greater than 5% of the inside diameter of the pipe is considered a failure. Deflection testing shall be considered incidental to the bid cost of the pipe. The Owner reserves the right to have the Contractor measure the deflection of PVC pipe at any time, including during a two (2) year guarantee period following the final acceptance of the sewer pipe. GENERAL SPECIFICATIONS AND DIVISION 2 STANDARD DETAIL PLATES FOR SITE WORK STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 PAGE 28 H. Televising: All sanitary and storm sewers shall be jetted clean and televised after the services are installed as applicable and within fifteen (15) days of the manholes being raised for the base course, as directed by the Engineer. Televising should include panning the camera up the wye and service line so that it is visible. The Contractor shall supply two (2) DVDs and two detailed reports (hard copies and PDF format) within fifteen (15) days of the televising being complete. One set should be supplied to the City Engineer and one set to the City's Public Works Department (909 Golf Course Road). 02621.4 — METHOD OF MEASUREMENT A. Sewer Pipe: Sewer pipe will be measured by the linear foot for each type of diameter of pipe and according to pipe classification. Unit bid shall include excavation, pumping, sheeting, pipe completely installed, and backfilled in-place. All measurements will be made along the centerline of the pipe and from center of manhole to center of manhole, or point of juncture with bends, tees or special structures. The services are also paid along the centerline of the pipe with no additional payment for riser pipes located along any segment of the pipe. B. Block Manholes: Manholes constructed of concrete blocks in lieu of precast concrete shall be paid for at the same unit price bid for conventional manholes, unless indicated as being lump sum bid items. Block manholes shall be used only in specific locations and as permitted by the Engineer. D. Outside Drop Section: Measurement shall be per linear foot and, will be paid for at the unit price bid per foot. 02621.5 — BASIS OF PAYMENT Payment shall be made as per the Standard Utility Specification except as noted below: Payment for granular materials for foundation, encasement or backfill shall include the removal and disposal of the excavated unsuitable material being replaced. Payment for sanitary sewer and storm sewer televising inspection shall be at the contract unit price per linear foot for televising of all sanitary sewer and storm sewer as specified. All pipe shall be clean and free of dirt and debris prior to final payment. The cost to verify the pipe is clean shall be at the Contractor's expense. Payment for sanitary sewer manholes shall be at the contract unit price per lineal foot depth according to the manhole diameter from top of casting to invert, which includes a maximum 1 foot of adjusting rings. Casting assemblies are not included with payment for manholes. Payment for casting assemblies shall be at the contract unit price bid per each and shall include casting adjustments from placement of the base and wear course and include chimney seals. GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 DIVISION 2 SITE WORK PAGE 29 APPENDIX A STANDARD UTILITIES SPECIFICATIONS (CEAM 2013 EDITION) GENERAL SPECIFICATIONS AND APPENDIX A STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 -jy CITY ENGINEERS ASSOCKPON OF MINNESOTA - Engineering Our Ci ties' Futures k 4wti:snt CITY ENGINEERS ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS 2600 Trench Excavation and Backfill/Surface Restoration 2611 Watermain and Service Line Installation 2621 Sanitary Sewer and Storm Sewer Installation 2631-CIPPS Sewer Pipe Rehabilitation - Cured In Place Pipe Systems 2641 — Pipeline Rehabilitation - Pipe Bursting Method 2013 Edition TABLE OF CONTENTS SECTION 2600 - STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION & BACKFILL/SURFACE RESTORATION......................................................................................... 1 2600.1 DESCRIPTION........................................................................................................................................1 2600.2 MATERIALS............................................................................................................................................1 AGranular Materials......................................................................................................................................1 Al Granular Material Gradation Classifications......................................................................................1 A2 Granular Material Use Designations....................................................................................................2 BInsulation......................................................................................................................................................2 CGeotextile Fabric........................................................................................................................................3 2600.3 CONSTRUCTION REQUIREMENTS..............................................................................................3 AGeneral Provisions....................................................................................................................................3 AlMaintenance of Traffic.............................................................................................................................3 A2Establishing Line and Grade..................................................................................................................3 A3 Protection of Surface Structures..........................................................................................................5 A4 Interference of Underground Structures.............................................................................................5 A5 Removal of Surface Improvements......................................................................................................6 A6 Temporary Service Measures................................................................................................................7 B Excavation and Preparation of Trench.................................................................................................7 131 Operational Limitations and Requirements.......................................................................................7 B2 Classification and Disposition of Materials.......................................................................................8 B3 Excavation Limitations and Requirements........................................................................................8 B4 Sheeting and Bracing Excavations......................................................................................................9 B5 Preparation and Maintenance of Foundations................................................................................10 B6 Contaminated Materials and Regulated Wastes.............................................................................11 C Trenchless Pipe Installation..................................................................................................................12 C1Jacking/Boring.........................................................................................................................................12 C2Directional Boring...................................................................................................................................14 D Placement of Insulation..........................................................................................................................14 E Pipeline Backfilling Operations............................................................................................................15 F Restoration of Surface Improvements................................................................................................16 G Maintenance and Final Cleanup...........................................................................................................16 2600.4 METHOD OF MEASUREMENT..........................................................................................................17 ARock Excavation.......................................................................................................................................17 BGranular Materials....................................................................................................................................17 CGeotextile Fabric......................................................................................................................................17 DInsulation ....................................................................................................................................................17 2600.5 BASIS OF PAYMENT..........................................................................................................................17 SECTION 2611 - STANDARD SPECIFICATIONS FOR WATERMAIN AND SERVICE LINEINSTALLATION........................................................................................................................19 2611.1 DESCRIPTION......................................................................................................................................19 2611.2 MATERIALS..........................................................................................................................................21 AWater Pipe Materials................................................................................................................................21 Al Ductile Iron Pipe and Ductile Iron and Gray Iron Fittings.............................................................22 Installation of Pipe and Fittings............................................................................................................27 A3 Polyvinyl Chloride (PVC) Pressure Pipe and Fittings....................................................................22 A4 Polyethylene (PE) Pressure Pipe and Fittings.................................................................................23 BFire Hydrants.............................................................................................................................................23 A2Pipe Laying Operations.........................................................................................................................27 CValves and Valve Housing.....................................................................................................................24 C1Valve Housings........................................................................................................................................24 C2Gate Valves...............................................................................................................................................24 A4 Blocking and Anchoring of Pipe.........................................................................................................28 C3Butterfly Valves.......................................................................................................................................25 D Water Service Pipe and Fittings...........................................................................................................25 E Polyethylene Encasement Material......................................................................................................26 Connection and Assembly of Joints...................................................................................................30 F Mechanical Joint Restraints..................................................................................................................26 GMortar..........................................................................................................................................................26 HConcrete.....................................................................................................................................................26 B3 Polyvinyl Chloride Pipe Joints............................................................................................................31 1 Tracer Wire for Non -Conductive Pipe.................................................................................................26 2611.3 CONSTRUCTION REQUIREMENTS..................................................................................................27 A Installation of Pipe and Fittings............................................................................................................27 AlInspection and Handling.......................................................................................................................27 A2Pipe Laying Operations.........................................................................................................................27 A3Aligning and Fitting of Pipe..................................................................................................................28 A4 Blocking and Anchoring of Pipe.........................................................................................................28 A5 Polyethylene Encasement of Pipeline...............................................................................................29 B Connection and Assembly of Joints...................................................................................................30 B1 Ductile Iron Pressure Pipe and Fitting Joints..................................................................................30 B3 Polyvinyl Chloride Pipe Joints............................................................................................................31 B3Polyethylene Pipe Joints......................................................................................................................31 B4 Tracer Wire for Non-conductive Pipe................................................................................................31 C Water Service Installations....................................................................................................................32 C1 Tee Branch Service Lines.....................................................................................................................32 C2Tapped Service Lines............................................................................................................................32 D Setting Valves, Hydrants, Fittings and Specials..............................................................................33 E Disinfection of Watermains....................................................................................................................34 F Electrical Conductivity Test...................................................................................................................35 G Hydrostatic Testing of Watermains.....................................................................................................35 HOperational Inspection............................................................................................................................36 2611.4 METHOD OF MEASUREMENT..........................................................................................................36 AWater Pipe..................................................................................................................................................36 BValves..........................................................................................................................................................36 CCorporation Stops....................................................................................................................................36 DCurb Stops.................................................................................................................................................36 EHydrants.....................................................................................................................................................36 FAir Vents.....................................................................................................................................................36 GPolyethylene Encasement......................................................................................................................37 H Ductile and Gray Iron Fittings...............................................................................................................37 1 Polyvinyl Chloride or Polyethylene.....................................................................................................37 JAccess Structures....................................................................................................................................37 2611.5 BASIS OF PAYMENT..........................................................................................................................37 SECTION 2621 - STANDARD SPECIFICATIONS FOR SANITARY SEWER AND STORM SEWER INSTALLATION.................................................................................................39 2621.1 DESCRIPTION......................................................................................................................................39 2621.2 MATERIALS..........................................................................................................................................40 A Sewer Pipe and Service Line Materials...............................................................................................41 Al Vitrified Clay Pipe and Fittings............................................................................................................41 A2 Ductile Iron Pipe and Ductile Iron and Gray Iron and Fittings....................................................41 A3 Reinforced Concrete Pipe and Fittings.............................................................................................42 A4 Corrugated Steel Pipe and Fittings....................................................................................................42 B A5 Polyvinyl Chloride Pipe and Fittings..................................................................................................42 C A6Cast Iron Soil Pipe..................................................................................................................................43 D A7 Acrylonitrile -Butadiene -Styrene Pipe................................................................................................43 E A8 Corrugated Polyethylene Pipe.............................................................................................................43 A9 Solid Wall High Density Polyethylene Pipe......................................................................................43 A10 Fiberglass Reinforced Pipe................................................................................................................43 AllPolypropylene Pipe..............................................................................................................................44 FDeflection Al2 Tracer Wire for Non-conductive Pipe..............................................................................................45 BMetal Sewer Castings..............................................................................................................................45 C Precast Concrete Manhole and Catch Basin Sections...................................................................45 GMortar ..........................................................................................................................................................46 EConcrete .....................................................................................................................................................46 2621.3 CONSTRUCTION REQUIREMENTS..................................................................................................46 A Installation of Pipe and Fittings............................................................................................................46 AlInspection and Handling.......................................................................................................................46 A2Pipe Laying Operations.........................................................................................................................47 A3 Connection and Assembly of Joints..................................................................................................47 A4Bulkheading Open Pipe Ends..............................................................................................................47 B Appurtenance Installations...................................................................................................................48 C Sewer Service Installations....................................................................................................................48 D Manhole and Catch Basin Structures.................................................................................................49 E Sanitary Sewer Leakage Testing..........................................................................................................50 E1Air Test Method.......................................................................................................................................51 E2Hydrostatic Test Method.......................................................................................................................52 E3Test Failure and Remedy.......................................................................................................................53 FDeflection Test..........................................................................................................................................53 F1Test Failure and Remedy.......................................................................................................................53 GTelevising ...................................................................................................................................................54 2621.4 METHOD OF MEASUREMENT..........................................................................................................54 ASewer Pipe.................................................................................................................................................54 BManholes....................................................................................................................................................54 CCatch Basins..............................................................................................................................................54 DOutside Drop Connection.......................................................................................................................55 EService Connection..................................................................................................................................55 FService Pipe...............................................................................................................................................55 GSpecial Pipe Fittings................................................................................................................................55 HAppurtenant Items....................................................................................................................................55 2621.5 BASIS OF PAYMENT..........................................................................................................................55 SECTION 2631 CIPPS — STANDARD SPECIFICATIONS FOR SANITARY SEWER AND STORM SEWER PIPE REHABILITATION WITH CURED IN-PLACE PIPE SYSTEMS(CIPPS)..............................................................................................................................57 2631.1 CIPPS DESCRIPTION.........................................................................................................................57 AGeneral........................................................................................................................................................57 BQualifications............................................................................................................................................58 B1 Manufactured Products and Installation...........................................................................................58 2631.2 CIPPS MATERIALS.............................................................................................................................59 AGeneral........................................................................................................................................................59 AlCIPPS Fabric Tube..................................................................................................................................59 A2 CIPPS Structural Requirements..........................................................................................................61 A3 Material Testing Requirements...........................................................................................................62 2631.3 CIPPS CONSTRUCTION REQUIREMENTS.....................................................................................62 AInstallation of CIPPS................................................................................................................................62 AlAccess.......................................................................................................................................................62 A2Water Usage.............................................................................................................................................62 A3Cleaning of Sewer Lines.......................................................................................................................63 A4Bypassing Wastewater..........................................................................................................................63 A5Inspection of Pipelines..........................................................................................................................63 A6Line Obstructions...................................................................................................................................63 A7Public Notification..................................................................................................................................64 A8Liner Installation......................................................................................................................................64 A9Resin Impregnation................................................................................................................................65 AlCool Down..............................................................................................................................................65 AllFinishing Operations...........................................................................................................................65 Al2Manhole Connections..........................................................................................................................65 A13 Reconnections of Existing Services................................................................................................66 A14CIPP Short-Liner...................................................................................................................................66 B TESTING AND INSPECTION..................................................................................................................66 B1Testing.......................................................................................................................................................66 B2Inspection.................................................................................................................................................67 B3Televising..................................................................................................................................................67 2631.4 CIPPS METHOD OF MEASUREMENT..............................................................................................67 2631.5 CIPPS BASIS OF PAYMENT..............................................................................................................68 SECTION 2641 — STANDARD SPECIFICATIONS FOR PIPELINE REHABILITATION BYPIPE BURSTING..........................................................................................................................69 2641.1 DESCRIPTION......................................................................................................................................69 AGeneral........................................................................................................................................................69 2641.2 QUALIFICATIONS...............................................................................................................................69 2641.3 MATERIALS..........................................................................................................................................69 2641.4 SUBMITTALS....................................................................................................................................... 70 2641.5 DELIVERY, STORAGE, AND HANDLING........................................................................................70 2641.6 LICENSE AGREEMENTS...................................................................................................................70 2641.7 CONSTRUCTION REQUIREMENTS..................................................................................................70 2641.8 TESTING AND INSPECTION..............................................................................................................72 2641.9 METHOD OF MEASUREMENT..........................................................................................................73 2641.10 BASIS OF PAYMENT........................................................................................................................73 SECTION 2600 — STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION & BACKFILL/SURFACE RESTORATION 2600.1 DESCRIPTION This work shall consist of excavation, trenching, backfilling, and restoration of existing surfaces for the construction of underground utilities. The use of the term "Plans, Specifications and Special Provisions" within this specification shall be construed to mean those documents which compliment, modify, or clarify these specifications and are an enforceable component of the Contract Documents. All references to MnDOT Specifications shall mean the latest published edition of the Minnesota Department of Transportation "Standard Specifications for Construction", and all supplements and amendments thereto, published prior to the date of advertisement for bids. All reference to other Specifications of AASHTO, ASTM, ANSI, AWWA, etc. shall mean the latest published edition available on the date of advertisement for bids. 2600.2 MATERIALS A Granular Materials Granular materials furnished for foundation, bedding, encasement, backfill, or other purposes as may be specified shall consist of any natural or synthetic mineral aggregate such as sand, gravel, crushed rock, crushed stone, or slag that shall be so graded as to meet the gradation requirements specified herein for each particular use by the material manufacturer or as indicated in the Plans, Specifications, or Special Provisions. Al Granular Material Gradation Classifications Granular materials furnished for use in Foundation, Bedding, Encasement, or Backfill construction shall conform to the following requirements: Foundation materials shall have one hundred percent (100%) by weight passing the one and one-half inch (1 1/2") sieve and a maximum of ten percent (10%) by weight passing the No. 4 sieve. Not less than fifty percent (50%) of the material by weight that is retained on the No. 4 sieve shall have one (1) or more crushed faces. Hard, durable crushed carbonate quarry rock may be used for Foundation materials. Bedding and encasement materials for flexible pipe shall meet the requirements of MnDOT Specification 3149.2131, Granular Borrow, except that one hundred percent (100%) by weight shall pass the one inch (1 ") sieve. Backfill materials shall consist of suitable existing trench materials, except as otherwise specified in the Special Provisions. Suitable material shall be defined as a mineral soil free of foreign materials (rubbish, organics, and debris), frozen clumps, oversize stone, rock, concrete or bituminous chunks, and other unsuitable materials that may damage the pipe, prevent thorough compaction, or increase the risks of settlement. Page 1 A gradation report, certified by an approved independent testing laboratory, of the proposed granular materials shall be furnished to the Engineer before any of the granular materials are delivered to the project. A2 Granular Material Use Designations Granular materials provided for Foundation, Bedding, Encasement, or Backfill use as required by the Plans, Specifications, and Special Provisions, either as part of the pipe item work unit or as a separate contract item, shall be classified as to use in accordance with the following: Material Use Designation Zone Designation Granular Foundation Placed below the bottom of pipe grade as replacement for unsuitable or unstable soils, to achieve improved foundation support. Granular Bedding Placed below the pipe midpoint, prior to pipe installation, to facilitate proper shaping and to achieve uniform pipe support. For flexible pipe installation, placed below the pipe midpoint to a point six inches (6") below the bottom of pipe or twenty five percent (25%) of the diameter below the pipe, whichever is greater. Granular Encasement Placed below an elevation one foot above the top of pipe, after pipe installation, for protection of the pipe and to assure proper filling of voids or thorough consolidation of backfill. Granular Backfill Placed below the surface base course, if any, as the second stage of backfill, to minimize trench settlement and provide support for surface improvements. In each case above, unless otherwise indicated, the lower limits of any particular zone shall be the top surface of the next lower course as constructed. The upper limits of each zone are established to define variable needs for material gradation and compaction or void content, taking into consideration the sequence of construction and other conditions. The material use and zone designations described above shall only serve to fulfill the objectives and shall not be construed to restrict the use of any particular material in other zones where the gradation requirements are met. B Insulation Insulation shall be extruded rigid board material having a thermal conductivity of 0.23 BTU/hour/square foot/degree Fahrenheit/per inch thickness, maximum, at 40°F mean, a comprehensive strength of thirty five (35) psi minimum, and water absorption of one quarter percent (0.25%) by volume minimum. Unless otherwise specified in the Plans, Specifications, or Special Provisions, board dimensions shall measure eight feet (8') long, two or four feet (2' or 4') wide, and one (1), one and one half (1-1/2), two (2), or three (3) inches thick. Page 2 C Geotextile Fabric Geotextile fabric shall meet the requirements of MnDOT Specification 3733 and be used as required by the Plans, Specifications, and Special Provisions. 2600.3 CONSTRUCTION REQUIREMENTS A General Provisions Al Maintenance of Traffic Whenever work interferes with the flow of traffic along a roadway, the Contractor shall provide traffic control signing and public safety in accordance with the provisions Minnesota Manual on of Uniform Traffic Control Devices (current edition and any amendments), MnDOT Specifications 1404 and 1710, and the Special Provisions. Neither road closures nor detours shall be permitted unless specified in the Special Provisions or authorized by the Engineer. Where road closures or detours are permitted by the Engineer, the Engineer shall determine the appropriate agencies, boards, or departments the Contractor must notify prior to taking the action and the proper advance notice to be provided to each body. Compliance with this requirement shall not be construed to relieve the Contractor from the responsibility of notifying agencies or institutions whose services may be predicated upon a roadway being opened to traffic or whose services would be hindered if a roadway is closed to traffic. Such agencies or institutions shall include, but not be limited to, the police department, the fire department, municipal bus service, school bus service, and ambulance service, mail delivery, and waste hauler services. The Contractor shall keep the required agencies informed of changing traffic patterns and detour situations. A2 Establishing Line and Grade The primary line and grade will be established by the Engineer. For trench installation, line and grade stakes will be set parallel to the proposed pipeline at an appropriate offset therefrom as will best serve the Contractor's operations wherever practical. For tunnel installation, line and grade stakes will be set directly above the proposed pipeline setting. The Contractor shall arrange operations to avoid unnecessary interference with the establishment of the primary line and grade stakes and shall render whatever assistance may be required by the Engineer in accomplishing the staking. The Contractor shall be responsible for preservation of the primary stakes and, if negligent in providing necessary protection, shall bear the full cost of any re -staking. The Contractor shall be solely responsible for the correct transfer of the primary line and grade to all working points and for construction of the work to the prescribed lines and grades as established by the Engineer. Unless otherwise specified in the Plans, Specifications, and Special Provisions the watermain shall generally be placed with the minimum specified cover. However, a greater depth may be required to avoid conflicts with other utilities and obstructions. Installation of watermain and services to a depth deeper than specified shall be considered incidental with no additional compensation allowed therefore. Page 3 The existing grade shown on the plans is approximate. Modification of the pipe location or differences in existing elevation shall not be cause for additional compensation. In areas where direct conflicts arise between watermain and water services, with storm sewer, sanitary sewer, sanitary sewer services, sewer forcemains, septic tanks, or subsoil treatment systems, the following shall apply: Watermain and services located near sewer forcemains: A minimum of ten feet (10') of separation, measured horizontally between the outer surfaces of the pipes is required. If ten feet (10') of separation cannot be provided, an approved additional measure of containment must be provided for either the watermain or the sewer forcemain. Watermain and services located near septic tanks, or subsoil treatment systems: A minimum of ten feet (10') measured horizontally between the outer surfaces of the watermain, tank and subsoil treatment system is required. Watermain and services located near gravity sanitary and storm sewers: A minimum of ten feet (10') measured horizontally between the outer surfaces of the pipes is required. In locations where local conditions prevent the required separation indicated above (due to the presence of rock, buildings, other significant obstructions), the watermain may be laid closer to gravity sewer if one (1) of the following conditions is met: The bottom of the watermain is laid at least eighteen inches (18") above the top of the sewer on a separate shelf; or The sewer is constructed of materials and with joints that are equivalent to watermain standards of construction and is pressure tested to assure water tightness prior to backfilling. Watermain and services crossing gravity sanitary and storm sewers: A minimum vertical separation of eighteen inches (18") must be provided between the outer surfaces of the pipes, with preference that the watermain cross above the sewer, wherever possible. One full length of water pipe shall be located so both joints will be as far from the sewer as possible. Watermain above -water crossings: The pipe shall be adequately supported and anchored, protected from vandalism, damage and freezing, and accessible for repair or replacement. Page 4 Watermain underwater crossings: A minimum cover of five feet (6) shall be provided over the pipe unless otherwise approved by the Department of Health. When crossing water courses which are greater than fifteen feet (15') in width, the following shall be provided: 1. The pipe shall be of special construction, having flexible, restrained or welded watertight joints 2. Valves shall be provided at both ends of water crossings so that the section can be isolated for testing or repair; the valves shall be easily accessible, and not subject to flooding 3. Permanent taps or other provisions to allow insertion of a small meter to determine leakage and obtain water samples on each side of the valve closest to the supply source. A3 Protection of Surface Structures All surface structures and features located outside the permissible excavation limits for underground installations, together with those within the construction areas which are indicated in the Plans as being saved, shall be properly protected against damage and shall not be disturbed or removed without approval of the Engineer. Within the construction limits, as indicated on the plans or as directed by the Engineer, the removal of improvements such as pavement, curb, curb & gutter, walks, turf, etc., shall be subject to equivalent acceptable replacement after completion of underground work, with all expense of removal and replacement being borne by the Contractor to the extent that separate compensation is not specifically provided for in the Contract. Obstructions such as street signs, guard posts, small culverts, mailboxes, and other items of prefabricated construction may be temporarily removed during construction provided that essential service is maintained in a relocated setting as approved by the Engineer and that nonessential items are properly stored for the duration of construction. Upon completion of the underground work, all such items shall be replaced in their proper setting at the sole expense of the Contractor to the extent that separate compensation is not specifically provided for in the Contract. The Contractor shall be responsible for protection of existing overhead utilities and poles. This shall include arranging with the utility owner and arrange paying the utility for holding poles that will be close to the edge of any trench. Holding of poles and repair of any damage to these facilities shall be considered incidental to the project with no additional compensation allowed. If relocation or removal of these facilities is required, the Owner will contact the concerned utility owner and arrange and pay for the relocation or removal at no additional expense to the Contractor. In the event of damage to any surface improvements, either privately or publicly owned, in the absence of construction necessity, the Contractor will be required to replace or repair the damaged property to the satisfaction of the Engineer and without cost to the Owner. A4 Interference of Underground Structures When any underground structure interferes with the planned placement of the pipeline or appurtenances to such an extent that alterations in the work are necessary to eliminate the conflict or avoid endangering effects on either the existing or proposed facilities, the Contractor Page 5 shall immediately notify the Engineer and the Owner of the affected structure. When any existing facilities are endangered by the Contractor's operations, the Contractor shall cease work at the site and take such precautions as may be necessary to protect the in-place structures until a decision is made as to how the conflict will be resolved. Without specific authorization from the Engineer, no utility service shall be disrupted, nor shall any change be made in either the existing structures or the planned installations to overcome the interference. Alterations in existing facilities will be allowed only to the extent that service will not be curtailed and then only when the encroachment or relocation will satisfy all applicable regulations and conditions. Wherever alterations are required as a result of unforeseen underground interferences not due to any fault or negligence of the Contractor, the Engineer will issue a written order covering any additional or extra work involved and specifying the revised basis of payment, if any. Any alterations made strictly for the convenience of the Contractor, shall be subject to prior approval and shall be at the Contractor's expense. No extra compensation will be allowed for delays caused by the interference of underground structures. A5 Removal of Surface Improvements Removal of surface improvements in connection with trench excavation shall be limited to actual needs for installation of the pipeline and appurtenances, based on the allowable trench widths and any other controls imposed in connection with the work. Removal operations shall be coordinated effectively with the excavation and installation operations as will cause the least practical disruption of traffic or inconvenience to the public. The debris resulting from removals shall become the property of the Contractor and shall be disposed of by the Contractor in accordance with MnDOT Specification 2104 and the Special Provisions. Removal debris shall not be deposited at locations that will block access to fire hydrants, private driveways, or other essential service areas, nor obstruct surface drainage. Removal and final disposal of debris shall be accomplished as a single operation wherever possible and, in any event, the debris shall be removed from the site before starting the excavating operations. Removal of concrete or bituminous structures shall be by methods producing clean-cut breakage to pre -scored lines as will preserve the remaining structure without damage. Removal equipment shall not be operated in a manner that will cause damage to the remaining structure or adjoining property. Where not removed to an existing joint, concrete structures shall be sawed along the break lines to a minimum depth of one-third (1/3) of the structure depth. Any reusable materials generated during the work, such as aggregate, sod, topsoil, shall be segregated from other waste materials and be stockpiled so as to maintain suitability and permit proper reuse. The use of drop weight equipment for breaking pavement will be allowed to the extent that the Contractor shall assume full responsibility for any damages caused thereby. The pavement breaking operation shall not be allowed to become a nuisance to the public or a source of damage to underground or adjacent structures. The Engineer reserves the right to order discontinuance of drop weight breaking operations at any time. Page 6 A6 Temporary Service Measures While any open excavations are maintained, the Contractor shall have available a supply of steel plates suitable for temporary bridging of open trench sections where either vehicular or pedestrian traffic must be maintained. Use of the plates shall be as directed or approved by the Engineer and where installed they shall be secured against possible displacement and be replaced with the permanent structure as soon as possible. B Excavation and Preparation of Trench 1131 Operational Limitations and Requirements Trench excavation must conform to all local, state and federal requirements. All work must be confined to the limits of the construction and to easements and right of way as indicated on the plans. The Contractor shall install at his expense the necessary trench support to meet the varying soil conditions and to protect existing structures and property. The trench shall be drained to provide stable excavation and permit the pipe to be laid in a dry trench. Excavating operations shall proceed only so far in advance of pipe laying as will satisfy the needs for coordination of work and permit advance verification of unobstructed line and grade as planned, consistent with the Contractors methods and scheduling. Where interference with existing structures is possible or in any way indicated, and where necessary to establish elevation or direction for connections to in-place structures, the excavating shall be done at those locations in advance of the main operation so actual conditions will be exposed in sufficient time to make adjustments without resorting to extra work or unnecessary delay. Wherever possible, excavated materials shall be placed in areas that will not block existing vehicle and pedestrian traffic and drainage ways. The Contractor shall review proposed methods of operation with the Engineer prior to beginning the work. The Contractor shall backfill all trenches at the end of each work day, or upon written authorization of the Engineer, shall provide another approved method of protecting the trench area while work is not being performed. All installations shall be accomplished by open trench with the exception that boring, jacking and tunnel construction methods shall be employed where specifically required by the Plans, Specifications, or Special Provisions. The excavating operations shall be conducted so as to carefully expose all existing underground structures without damage. Wherever the excavation extends under or approaches so close to an existing structure as to endanger it in any way, precautions and protective measures shall be taken as necessary to preserve the structure and provide temporary support. Hand methods of excavating shall be utilized to probe for and expose such critical or hazardous installations as gas pipe, power and communication cables, watermain, gravity and pressure sewers, and respective service pipes. The Engineer shall be notified of any need for blasting to remove materials which cannot be broken up mechanically, and there shall be no blasting operations conducted until the Engineer's approval has been secured. Blasting will be allowed only when proper precautions are taken to protect life and property, and then shall be restricted as the Engineer directs. The hours of blasting operations shall be set by the Owner. The Contractor shall assume full Page 7 responsibility for any damages caused by blasting, regardless of the requirements for notification and approval. The Contractor shall secure any required permits for blasting and shall conduct blasting operations in conformance with all applicable local, state and federal laws, regulations, and ordinances. B2 Classification and Disposition of Materials Excavated materials will be classified for payment only when specifically provided in the Special Provisions, or the Proposal. All other materials encountered in the excavations will be considered incidental to utility construction, with no additional compensation provided thereto. Miscellaneous excavated materials that are not specifically identified for payment in the Special Provisions or Proposal, exceed one (1) cubic yard in volume, cannot be re -used within the project limits, and in the opinion of the Engineer requires special means for handling and disposal, may be considered for payment through supplemental agreement as extra work. Miscellaneous excavated materials include but are not limited to organic soils, rubble, wood debris, boulder stone, masonry, concrete fragments, and metals. Rock excavation shall be defined to include all hard, solid rock in ledge formation, bedded deposits and unstratified masses; all natural conglomerate deposits so firmly cemented as to present all the characteristics of solid rock; and any boulder stone, masonry or concrete fragments exceeding one (1) cubic yard in volume. Materials such as shale, hard pan, soft or disintegrated rock which can be dislodged with a hand pick or removed with a power operated excavator will not be classified as Rock Excavation. Excavated materials will be classified for reuse as being either Suitable or Unsuitable for backfill or other specified use, subject to selective controls. All suitable materials shall be reserved for backfill to the extent needed, and any surplus remaining shall be utilized for other construction on the project as may be specified or ordered by the Engineer. To the extent practicable, granular materials and topsoil shall be segregated from other materials during the excavating and stockpiling operations so as to permit best use of the available materials at the time of backfilling. Unless otherwise specified in the Plans, Specifications, and Special Provisions, material handling as described above shall be considered incidental with no additional compensation provided. All excavated materials reserved for backfill or other use on the project shall be stored at locations approved by the Engineer that will cause a minimum of inconvenience to public travel, adjacent properties, and other special interests. The material shall not be deposited so close to the edges of the excavations in a manner that could create hazardous conditions, nor shall any material be placed so as to block the access to emergency services. All materials considered unsuitable by the Engineer, for any use on the project, shall be immediately removed from the project and be disposed of as arranged for by the Contractor with no additional compensation. B3 Excavation Limitations and Requirements Trench excavating shall be to a depth that will permit preparation of the foundation as specified and installation of the pipeline and appurtenances at the prescribed line and grade, except where alterations are specifically authorized. Trench widths shall be sufficient to permit the pipe to be laid and joined properly and the backfill to be placed and compacted as specified. Extra width shall be provided as necessary to permit convenient placement of sheeting and shoring and to accommodate placement of appurtenances. Page 8 Excavations shall be extended below the bottom of structures as necessary to accommodate any required Granular Foundation material. When rock or unstable foundation materials are encountered at the established grade, additional materials shall be removed as specified or directed by the Engineer to produce an acceptable foundation. Unless otherwise indicated or directed, rock shall be removed to an elevation at least six inches (6") below the bottom surface of the pipe barrel and below the lowest projection of flange and bell/spigot joint. All excavations below grade shall be to a minimum width equal to the outside pipe diameter plus two feet (2'). Rock shall be removed to such additional horizontal dimensions as will provide a minimum clearance of six inches (6") on all sides of appurtenant structures such as valves, housings, access structures, etc. Where no other grade controls are indicated or established for the pipeline, the excavating and foundation preparations shall be such as to provide a minimum cover over the top of the pipe as specified. Trench widths shall allow for at least six inches (6") of clearance on each side of the flange and bell/spigot joint. The maximum allowable width of the trench at the top of pipe level shall be the outside diameter of the pipe plus two feet (2'), subject to the considerations for alternate pipe loading set forth below. The width of the trench at the ground surface shall be held to a minimum to prevent unnecessary destruction of the surface structures. The maximum allowable trench width at the top of pipe level may be exceeded only by approval of the Engineer, after consideration of pipe strength and loading relationships. Any alternate proposals made by the Contractor shall be in writing, giving the pertinent soil weight data and proposed pipe strength alternate, at least seven (7) days prior to the desired date of decision. Approval of alternate pipe designs shall be with the understanding that there will be no extra compensation allowed for any increase in material or construction costs. If the trench is excavated to a greater width than that authorized, the Engineer may direct the Contractor to provide a higher class of bedding and/or a higher strength pipe than that required by the Plans, Specifications, and Special Provisions in order to satisfy design requirements, without additional compensation. The use of granular foundation materials shall not be used as an aid to facilitate installation of pipe in wet soil conditions. Use of these materials in this manner in lieu of providing adequate dewatering measures shall be considered incidental to the construction with no additional compensation allowed therefore. B4 Sheeting and Bracing Excavations All trench excavations that require slope support shall be sheeted, shored, and braced in a manner that will meet all requirements of the applicable safety codes and regulations; comply with any specific requirements of the Contract; and prevent disturbance or settlement of adjacent surfaces, foundations, structures, utilities, and other properties. Any damage to the work under contract, to adjacent structures, or other property, caused by settlement, water or earth pressures, slides, cave-ins, or other causes due to the failure or lack of sheeting, shoring, or bracing, through negligence or fault of the Contractor in any manner shall be repaired at the Contractor's expense and without delay. The Plans, Specifications, and Special Provisions may require special precautions to protect life and property. The Engineer may order other precautions when excavation conditions appear to warrant additional measures. Failure of the Engineer to order correction of improper or Page 9 inadequate sheeting, shoring, or bracing shall not relieve the Contractor's responsibilities for protection of life, property, and the work. The Contractor shall assume full responsibility for proper and adequate placement of sheeting, shoring, and bracing, to prevent displacement. Bracing shall be so arranged as to provide ample working space and without increase of stress or strain on the in-place structures to any extent that may cause damage. Sheeting, shoring and bracing materials shall be removed only when and in such manner as will assure adequate protection of the in-place structures and prevent displacement of supported grounds. Sheeting and bracing shall be left in place only as required by the Plans, Specifications, and Special Provisions or ordered by the Engineer. Otherwise, sheeting and bracing may be removed as the backfilling reaches the level of respective support. Wherever sheeting and bracing is left in place, the upper portions shall be cut and removed to an elevation of three feet (3') or more below the established surface grade or as the Engineer may direct. All costs of furnishing, placing and removing sheeting, shoring, and bracing materials, including the value of materials left in place as required by the Contract, shall be included in the prices bid for pipe installation and will not be compensated for separately. When sheeting, shoring, or bracing materials are left in place by written order of the Engineer, in the absence of specific requirements of the Contract, payment will be made for those materials by supplemental agreement. B5 Preparation and Maintenance of Foundations Foundation preparations shall be conducted as necessary to produce a stable foundation and provide continuous and uniform pipe bearing between bell holes. The initial excavating or backfilling operations shall produce a subgrade level slightly above finished grade as will permit hand shaping to finished grade by trimming of high spots and without the need for filling of low spots to grade. Final subgrade preparations shall be such as to produce a finished grade at the centerline of the pipe that is within three tenths of a foot (0.03') of a straight line between pipe joints and to provide bell excavation at each joint as will permit proper joining of pipe and fittings. In excavations made below grade to remove rock or unstable materials, the backfilling to grade shall be made with available suitable materials unless placement of Granular Foundation or Bedding material is specified or is ordered by the Engineer. Placement of the backfill shall be in relatively uniform layers not exceeding eight inches (8") in loose thickness. Each layer of backfill shall be compacted thoroughly, by means of approved mechanical compaction equipment, as will produce uniform pipe support throughout the full pipe length and facilitate proper shaping of the pipe bed. It shall be the Contractor's responsibility to notify the Engineer of changing soil conditions which may be of poor bearing capacity and when organic soils are encountered. Where utilities are placed on unstable soils without notification of the Engineer, the Contractor shall be responsible for all repairs and correction of the installation without further compensation. Care shall be taken during final subgrade shaping to prevent any over -excavation. Should any low spots develop, they shall only be filled with approved material, which shall have optimum moisture content and be compacted thoroughly without additional compensation to the Contractor. The finished subgrade shall be maintained free of water and shall not be disturbed Page 10 during pipe lowering operations except as necessary to remove pipe slings. The discharge of trench dewatering pumps shall be directed to natural drainage channels or storm water drains. Draining trench water into sanitary sewers or combined sewers will not be permitted. The Contractor shall install and operate a dewatering system of wells or points to maintain pipe trenches free of water whenever necessary or as directed by the Engineer. Unless otherwise specified in the Plans, Specifications, and Special Provisions such work shall be considered incidental. All costs of excavating below grade and placing foundation or bedding aggregates as required shall be included in the bid prices for pipe items to the extent that the need for such work is indicated in the Contract provisions and the Proposal does not provide for payment under separate Contract Items. Any excavation below grade and any foundation or bedding aggregates required by order of the Engineer in the absence of Contract requirements will be compensated for separately. If examination by the Engineer reveals that the need for placement of foundation aggregate was caused by the Contractor's manipulation of the soils in the presence of excessive moisture or lack of proper dewatering, the cost of the corrective measures shall be borne by the Contractor. B6 Contaminated Materials and Regulated Wastes If during the course of the Project, the Contractor unexpectedly encounters any of the following conditions indicating the possible presence of contaminated soil, contaminated water, or regulated waste, the Contractor shall immediately stop work in the vicinity, and notify the Engineer. At the direction of the Engineer, a documented inspection and evaluation will be conducted prior to the resumption of work. The Contractor shall not resume work in the suspected area without authorization by the Engineer. Indicators of contaminated soil, groundwater or surface water include, but are not limited to the following: (1) Odor including gasoline, diesel, creosote (odor of railroad ties), mothballs, or other chemical odor. (2) Soil stained green or black (but not because of organic content), or with a dark, oily appearance, or any unusual soil color or texture. (3) A rainbow color (sheen) on surface water or soil. Indicators of regulated wastes include, but are not limited to the following: (1) Cans, bottles, glass, scrap metal, wood (indicators of solid waste and a potential dump site). (2) Concrete and asphalt rubble (indicators of demolition waste). (3) Roofing materials, shingles, siding, vermiculite, floor tiles, transite or any fibrous material (indicators of demolition waste that could contain asbestos, lead or other chemicals). (4) Culverts or other pipes with tar -like coating, insulation or transite (indicators of asbestos). Page 11 (5) Ash (ash from burning of regulated materials may contain lead, asbestos or other chemicals). (6) Sandblast residue (could contain lead). (7) Treated wood including, but not limited to products referred to as green treat, brown treat and creosote (treated wood disposal is regulated). (8) Chemical containers such as storage tanks, drums, filters and other containers (possible sources of chemical contaminants). (9) Old basements with intact floor tiles or insulation (could contain asbestos), sumps (could contain chemical waste), waste traps (could contain oily wastes) and cesspools (could contain chemical or oily wastes). Discovery of contaminated soil, contaminated water, or regulated waste on State right of way, State property, and State funded projects shall be handled in accordance with guidance procedures of the MNDOT Office of Environmental Services (OES) and the MPCA requirements for materials handling, disposal, re -use and remediation. Discovery of contaminated soil, contaminated water, or regulated waste on projects or properties that are not under the ownership or financed by the State shall be handled in accordance with guidance procedures of the MPCA requirements for materials handling, disposal, re -use and remediation. C Trenchless Pipe Installation The Contractor shall inspect and verify soil conditions as necessary in order to determine the type of construction to employ. Natural and/or manmade obstructions may be encountered in the soil. These contract documents do not warrant the nature or condition of the soils, and do not warrant that natural or manmade obstructions will not be encountered, nor guarantee the extent to which rocks, boulders, or other obstructions, regardless of size, may be encountered during boring operations. The Contractor shall not be entitled to additional compensation for any natural or manmade obstructions encountered during trenchless construction. The Contractor shall be responsible for protecting all existing utilities within the construction limits. C1 Jacking/Boring The terms "auger", "boring", 'jack", 'jacking", and "tunneling" in the proposal, specifications, and plans refers only to trenchless construction. The minimum diameter of the casing pipe shall be four inches (4") greater than the outside diameter of the bell of the carrier pipe. The Contractor shall prevent excavated materials from flowing back into the excavation during the trenchless construction. This shall include the use of a shield conforming to the size and shape of the casing that will prevent materials from flowing into the leading edge of the casing. The machine used shall be capable of controlling line and grade and shall conform to the size and shape of the casing pipe. No jacking/augering of pipe will be allowed below the water table unless the water table has been lowered sufficiently to keep the water below the pipe being installed. The use of water Page 12 under pressure (jetting) or puddling will not be permitted to facilitate jacking/augering operations. If any installation is augered, the head shall be approved by the Engineer and the auger shall be located six inches (6") behind the lead edge of the casing or carrier pipe. The jacking system shall be provided with an integral grout pipe and casing pipe. A one inch (1 ") grout pipe shall be tack welded to the front edge of the first length of casing pipe. The grout pipe shall be extended with the casing pipe, but not fastened to the casing pipe during the remaining jacking operations. After the pipes are through to the receiving pit, the grout pipe shall be cut free from the casing pipe. The grout pipe shall be pulled back through the embankment applying positive piston pressure on the grout along the outside of the casing pipe throughout the pulling operation. A cement slurry grout mix with as little water as possible shall be used. Bentonite shall not be used to fill voids. The Engineer shall approve grout and backfill material prior to placement of any material. Deviation from the pipe grade, as provided by the Engineer, in excess of five tenths of a percent (0.05%) may be cause for removal and relaying of the pipe by the Contractor with no additional compensation allowed therefore. If a void develops, the jacking or boring operation shall be stopped immediately and the void shall be filled by an approved method. The Contractor shall take the following precautions when boring: Extend casing through entire distance bored. Check grade and alignment after each casing section is installed. Coordinate operations to provide continuous support to surrounding earth materials. Excavation shall be carried on in such a manner as to provide adequate support to surface structures and roads above and adjacent to the boring and not create any hazards to overhead traffic and other activities. These contract documents do not guarantee the extent to which rocks, boulders, or other obstructions, regardless of size, may be encountered during boring operations. No extra compensation will be made for removal of rocks, boulders or other natural or manmade obstructions encountered during trenchless construction or excavation. All voids caused by boring shall be filled by pressure grouting. The grout material shall consist of sand cement slurry of at least two (2) sacks of cement per cubic yard and a minimum of water to assure satisfactory placement. All slurry shall be pre -approved by the Engineer prior to use by the Contractor. The Contractor shall take the following precautions when jacking: The jacking machine shall be capable of controlling line and grade. Progressively push carrier pipe through completed casing. Page 13 Strap two (2) wooden saddle blocks to each pipe length to provide support at regular intervals. Center carrier pipe in casing at all times. Partially fill annular space between casing and carrier pipe with dry blown sand. Space shall be considered filled when dry sand blows out of opposite end of casing pipe. Seal each end of the casing with a concrete bulkhead after the sand has been deposited. The location, size, and configuration of all jacking pits shall be subject to approval of the Engineer. C2 Directional Boring Direction boring/drilling installation shall be accomplished where required on the Plans or in the Special Provisions to minimize disturbance of existing surface improvements. The installer shall have a minimum of five (5) years of experience in this method of construction and have successfully installed at least ten thousand feet (10,000') of eight inch (8") or larger diameter pipe to specified grades. The field supervisor employed by the Contractor shall have at least five (5) years of experience and shall be at the site at all times during the boring/drilling installation. The Contractor shall submit boring/drilling pit locations to the Engineer before beginning construction. Boring pits may be located within roadway right-of-way and easements. Any other boring pit locations that may be desired by the Contractor for boring or other uses shall be the responsibility of the Contractor to attain authorization, including use of private property. Unless otherwise provided in the Special Provisions, the Contractor shall be compensated for the restoration work only within the areas at the connection points, or other locations as may be approved by the Engineer. The Contractor shall be responsible for repairs, without compensation, for any other repair areas, including pit/boring points and areas above the drilled pipe where drilling fluid pressure may have caused heaving or damage to pavement and other surfaces. The drilling equipment shall be capable of placing the pipe as shown on the plans. The installation shall be by a steerable drilling tool capable of installing continuous runs of pipe between appurtenances such as valves, manholes, etc., without intermediate pits. The guidance system shall be capable of installing pipe within one and one half inch (1 '/2") of the plan vertical dimensions and two inches (2") of the plan horizontal dimensions. The Contractor shall remove and reinstall pipes which vary in depth and alignment from these tolerances. Pull back forces shall not exceed the allowable pulling forces for the pipe being installed. Drilling fluid shall be a mixture of water and bentonite clay, and shall be suitable for existing soil conditions. Disposal of excess fluid and spoils shall be the responsibility of the Contractor. D Placement of Insulation Rigid insulation board shall be placed within the pipe encasement zone, six inches (6") above the pipe. Page 14 Insulation boards shall be placed with the long dimension parallel to the centerline of the pipe. Boards shall be placed in a single layer with tight joints. No continuous joints or seams shall be placed directly over the pipe. If two (2) or more layers of insulation boards are used, each layer shall be placed to cover the joints of the layer immediately below. The Contractor shall exercise caution to ensure that all joints between boards are tight during placement and backfilling with only extruded ends placed end to end or edge to edge. Backfill material shall be placed in such a manner that construction equipment does not operate directly on the insulation, and compacted with equipment which exerts a contact pressure of less than eighty (80) psi. E Pipeline Backfilling Operations All pipeline excavations shall be backfilled to restore preexisting conditions as the minimum requirement, and fulfill all supplementary requirements indicated in the Plans, Specifications, and Special Provisions. The backfilling operations shall be started as soon as conditions will permit on each section of pipeline, so as to provide continuity in subsequent operations and restore normal public service as soon as practicable. All operations shall be pursued diligently, with proper and adequate equipment, to assure acceptable results. The backfilling shall be accomplished with the use of Suitable Materials selected from the excavated materials to the extent available and practical. Should the materials available within the trench section be unsuitable or insufficient, the required additional materials shall be furnished from outside sources as provided in the Special Provisions, or as arranged otherwise through supplemental agreement. Backfill material selection shall be such as to make the best and fullest utilization of what is available, taking into consideration particular needs of different backfill zones. Material containing stone, rock, or chunks of any sort shall only be utilized where and to the extent there will be no detrimental effects. Placement of backfill material containing stones, boulders, chunks, greater than eight inches (8") in any dimension shall not be allowed. All flexible pipe shall be bedded in accordance with ASTM Specification D2321, "Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe". Where existing soils do not meet the requirements of bedding and encasement materials, the Contractor shall furnish the required granular materials. Placement and compaction of bedding and encasement materials around the pipe shall be considered incidental to the installation of the pipe. Compaction of materials placed within the pipe bedding and encasement zones shall be accomplished with portable or hand equipment methods, so as to achieve thorough consolidation under and around the pipe and avoid damage to the pipe. Above the cover zone material, the use of heavy roller type compaction equipment shall be limited to safe pipe loading. Backfill materials shall be carefully placed in uniform loose thickness layers up to twelve inches (12") thick spread over the full width and length of the trench section to provide simultaneous support on both sides of the pipeline. Granular backfill may be placed in layers up to twelve inches (12") above an elevation one foot (1') above the top of the pipe. Page 15 Each layer of backfill material shall be compacted effectively, by approved mechanical or hand methods, until there is no further visual evidence of increased consolidation or the density of the compacted layer conforms to the density requirements specified in the Special Provisions. Compaction of each layer shall be completed acceptably before placing material for a succeeding layer thereon. The manner of placement, compaction equipment, or procedure effectiveness shall be subject to approval of the Engineer. All surplus or waste materials remaining after completion of the backfilling operations shall be disposed of in an acceptable manner within twenty four (24) hours after completing the backfill work on each particular pipeline section. Disposal at locations within the project limits shall be as specified, or as approved by the Engineer; otherwise, disposal shall be accomplished outside the project limits at the Contractor's discretion. The backfilling and surplus or waste disposal operations shall be a part of the work required under the pipeline installation items, without until final cleanup. Compaction of backfill within Roadbed areas shall meet the density requirements of MnDOT Specification 2105.3 F1. Compaction of backfill in all other areas shall be as required in the Special Provisions. Until expiration of the guarantee period, the Contractor shall assume full responsibility and expense for all backfill settlement and shall refill and restore the work as directed to maintain an acceptable surface condition, regardless of location. All additional materials required shall be furnished without cost to the Owner. Any settlement of road surfaces placed under this Contract and that are within the guarantee period that are in excess of one inch (1"), as measured by a ten foot (10') straight edge -shall be considered failure of the mechanical compaction. The Contractor shall be required to repair such settlement without cost to the Owner. F Restoration of Surface Improvements Wherever any surface improvements such as pavement, curbing, pedestrian walks, fencing, or turf have been removed, damaged or otherwise disturbed by the Contractor's operations, they shall be repaired or replaced to the Engineer's satisfaction, as will restore the improvement in kind and structure to the preexisting condition. Each item of restoration work shall be done as soon as practicable after completion of installation and backfilling operations on each section of pipeline. In the absence of specific payment provisions, as separate Contract Items, the restoration work shall be compensated for as part of the work required under those Contract Items which necessitated the destruction and replacement or repair, and there will be no separate payment. If separate pay items are provided for restoration work, only that portion of the repair or reconstruction which was necessitated by the Contract work will be measured for payment. Any improvements removed or damaged unnecessarily or undermined shall be replaced or repaired at the Contractor's expense. G Maintenance and Final Cleanup All subgrade surfaces shall be maintained acceptably until the start of surfacing construction or restoration work, and until the work has been finally accepted. Additional materials shall be Page 16 provided and placed as needed to compensate for trench settlement and to serve as temporary construction pending completion of the final surface improvements. Final disposal of debris, waste materials, and other remains or consequences of construction, shall be accomplished intermittently as new construction items are completed and shall not be left to await final completion of all work. Cleanup operations shall be considered an incidental part of the work covered under the Contract Items. If disposal operations and other cleanup work are not conducted properly as the construction progresses, the Engineer may withhold partial payments until such work is satisfactorily performed or the Engineer may deduct the estimated cost of its performance from the partial estimate value. 2600.4 METHOD OF MEASUREMENT All items will be measured separately according to design designation as indicated in the Pay Item name and as may be detailed and defined in the Plans, Specifications, or Special Provisions. Complete -in -Place items shall include all component parts thereof as described or required to complete the unit, but excluding any excesses covered by separate Pay Items. A Rock Excavation Rock Excavation shall be measured by volume in cubic yards. Depth shall be measured from the top of the rock to a point six inches below the outside barrel of the pipe and width shall be the inside diameter of the pipe plus twenty four inches (24") (12" from each side). The minimum width of measurement shall be four feet (4'). B Granular Materials Granular materials furnished and placed as special foundation, bedding, encasement, or backfill construction will be measured by weight or volume of material furnished by the Contractor from outside sources and placed within the limits defined. Unless otherwise specified, volume will be determined by vehicular measure (loose volume) at the point of delivery. Measurements will not include any materials required to be placed as a component part of other Contract Items as may be specified. C Geotextile Fabric Where geotextile fabric is used for improving pipe foundation, it shall be measured by the square yard of material installed. D Insulation Rigid board insulation shall be measured on a square yard basis installed to the specified thickness noted on the Plans, Specifications, and Special Provisions and shall include all materials, equipment, and labor required for placement. 2600.5 BASIS OF PAYMENT All costs of excavating to foundation grade, preparing the foundation, placing and compacting backfill materials, restoring surface improvements, and other work necessary for prosecution Page 17 and completion of the work as specified, shall be included for payment as part of the pipe and pipe appurtenance items without any direct compensation being made. In the absence of special payment provisions, all costs of restoring surface improvements as required, disposal of surplus or waste materials, maintenance and repair of completed work, and final cleanup operations shall be incidental to the Contract Items under which the costs are incurred. Granular materials furnished for foundation, bedding, cover, or backfill placement as specified in connection with pipe or structure items will only be paid for as separate Contract Items to the extent that the Proposal contains specific Pay Items. Otherwise the furnishing and placing of granular materials as specified shall be incidental to the pipe or structure item without any direct compensation being made. Materials utilized for filling annular spaces due to jacking/boring and drilling fluids for directional boring shall be incidental to the installation of the casing and pipe installed. Contaminated Materials and Regulated Wastes not anticipated in the plans, specifications and special provisions and unexpectedly discovered during construction shall be compensated for as negotiated by supplemental agreement. Contaminated Materials and Regulated Wastes specifically identified for payment in the plans, specifications, and special provisions, will be paid for under separate Contract Items provided in the Proposal. Page 18 SECTION 2611 — STANDARD SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION 2611.1 DESCRIPTION This work shall consist of the construction of watermain and building service pipelines utilizing plant fabricated pipe and other appurtenant materials, installed for conveyance of potable water. The work includes the relocation or adjustment of existing facilities as may be specified in the Plans, Specifications and Special Provisions. The use of the term "Plans, Specifications, and Special Provisions" within this specification shall be construed to mean those documents which compliment, modify, or clarify these specifications and are an enforceable component of the Contract Documents. All references to MnDOT Specifications shall mean the latest published edition of the Minnesota Department of Transportation "Standard Specifications for Construction", and all supplements and amendments thereto, published prior to the date of advertisement for bids. All reference to other Specifications of AASHTO, ASTM, ANSI, AWWA, etc. shall mean the latest published edition available on the date of advertisement for bids. The following American Water Works Association (AWWA) Specifications have been referenced in this Specification: C104 American National Standard for Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water C105 American National Standard for Polyethylene Encasement for Ductile -Iron Pipe Systems C110 American National Standard for Ductile -Iron and Gray -Iron Fittings, 3 In. Through 48 In. (75 mm Through 1200 mm), for Water and Other Liquids C111 American National Standard for Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings C115 American National Standard for Flanged Ductile -Iron Pipe With Ductile -Iron or Gray -Iron Threaded Flanges C116 AWWA Standard for Protective Fusion -Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile -Iron and Gray -Iron Fittings C150 American National Standard for Thickness Design of Ductile -Iron Pipe C151 American National Standard for Ductile -Iron Pipe, Centrifugally Case, for Water or Other Liquids C153 American National Standard for Ductile -Iron Compact Fittings, 3 In. Through 24 In. (76 mm Through 610 mm) and 54 In. Through 64 In. (1,400 mm Through 1,600 mm), for Water Service C301 AWWA Standard for Prestressed Concrete Pressure Pipe, Steel -Cylinder Type, for Water and Other Liquids C304 AWWA Standard for Design of Prestressed Concrete Cylinder Pipe 26 C500 AWWA Standard for Metal -Seated Gate Valves for Water Supply Service (Includes addendum C500a-95.) C502 AWWA Standard for Dry -Barrel Fire Hydrants (Includes addendum C502a-95.) C504 AWWA Standard for Rubber -Seated Butterfly Valves C509 AWWA Standard for Resilient -Seated Gate Valves for Water Supply Service (Includes addendum C509a-95.) Page 19 C515 AWWA Standard for Reduced -Wall, Resilient -Seated Gate Valves for Water Supply Service C550 AWWA Standard for Protective Interior Coatings for Valves and Hydrants C600 AWWA Standard for Installation of Ductile -Iron Water Mains and Their Appurtenances C605 AWWA Standard for Underground Installation of Polyvinyl Chloride (PVC and PVCO) Pressure Pipe and Fittings for Water C651 AWWA Standard for Disinfecting Water Mains C800 AWWA Standard for Underground Service Line Valves and Fittings C900 AWWA Standard for Polyvinyl Chloride (PVC) Pressure Pipe, 4 In. Through 12 In., for Water Transmission and Distribution (Includes addendum C900a-92.) C901 AWWA Standard for Polyethylene (PE) Pressure Pipe and Tubing, 1/2 In. Through 3 In., for Water Service C904 AWWA Standard for Cross -Linked Polyethylene (PEX) Pressure Pipes, '/2 In. (12 mm) Through 3 In. (76 mm) for Water Service C905 AWWA Standard for Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14 In. Through 48 In., (350mm Through 1,200mm), for Water Transmission and Distribution C906 AWWA Standard for Polyethylene (PE) Pressure Pipe and Fittings, 4 In. Through 63 In., for Water Distribution and Transmission C907 AWWA Standard for Injection -Molded Polyvinyl Chloride (PVC) Pressure Fittings for Water - 4 In. Through 8 In. (100mm Through 200mm) for Water, Wastewater, and Reclaim Water Service AWWA C908 Standard for PVC Self -Tapping Saddle Tees for Use on PVC Pipe ASTM A48 Standard Specification for Gray Iron Castings ASTM A536 Standard Specification for Ductile Iron Castings ASTM B88 Standard Specification for Seamless Copper Water Tube ASTM C270 Standard Specification for Mortar for Unit Masonry ASTM C478 Standard Specification for Precast Reinforced Concrete Manhole Sections ASTM D543 Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents ASTM D1248 Standard Specification for Polyethylene Plastics Extrusion Materials for Wire and Cable ASTM D1784 Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds ASTM D1785 Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120 ASTM D2241 Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure Rated Pipe (SDR Series) ASTM D2446 Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40 ASTM D2467 Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80 ASTM D3035 Standard Specification for Polyethylene (PE) Plastic Pipe (DR PR) Based on Controlled Outside Diameter ASTM D3261 Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing ASTM D3350 Standard Specification for Polyethylene Plastics Pipe and Fittings Materials ASTM F593 Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs ASTM F594 Standard Specification for Stainless Steel Nuts ASTM F714 Standard Specification for Polyethylene (PE) Plastic Pipe (DR PR) Based on Outside Diameter ASTM F876 Standard Specification for Crosslinked Polyethylene (PEX) Tubing Page 20 ASTM F877 Standard Specification for Crosslinked Polyethylene (PEX) Hot and Cold Water Distribution Systems Service installations shall include either Branch Service Lines or Tapped Service Lines in accordance with the standards set forth herein. Tapped Service installations shall include all water service lines less than three inches (3") nominal inside diameter pipe. The component parts of a tap service installation shall include a corporation stop coupling complete with watermain tap and saddle where required; a curb stop coupling complete with service box; and service piping extending from the corporation stop to the curb stop coupling and beyond to the property line or to the limits as established by the Engineer. Branch Service installations shall include all water service lines of three inches (3") nominal inside diameter pipe and larger. The component parts of a branch service installation shall include a tapping sleeve and valve or a tee connection and valve complete with valve box, and piping extending from the watermain connection, to the property line or to the limits as specified by the Engineer. All references to "structure" shall include any man-made object that is not otherwise exempted by special terminology or definition. 2611.2 MATERIALS All materials required for this work shall be new material conforming to requirements of the reference specifications for the class, kind, type, size, grade, and other details indicated in the Contract. Unless otherwise indicated, all required materials shall be furnished by the Contractor. If any options are provided for, as to type, grade, or design of the material, the choice shall be limited as may be stipulated in the Plans, Specifications, or Special Provisions. All manufactured products shall conform in detail to such standard design drawings as may be referenced or furnished in the Plans. Otherwise, the Owner may require advance approval of material suppliers, product design, or other unspecified details as it deems desirable for maintaining adopted standards. At the request of the Engineer, the Contractor shall submit, in writing, a list of materials and suppliers for approval. A Certificate of Compliance shall be furnished stating that the materials furnished have been tested and are in compliance with the specification requirements. A Water Pipe Materials All pipe furnished for watermain and branch line installations shall be of the type, kind, size, and class indicated for each particular line segment as shown in the Plan and designated in the Contract Items. Wherever connection of dissimilar materials or designs is required, the method of joining and any special fittings employed shall be subject to approval of the Engineer. Page 21 Al Ductile Iron Pipe and Ductile Iron and Gray Iron Fittings The pipe furnished shall be Ductile Iron pipe and pipe fittings furnished shall be of the Ductile Iron or Gray Iron type as specified for each particular use of installation. When Gray Iron is specified, either type may be furnished. Gray Iron may not be substituted for Ductile Iron unless specifically authorized in the Special Provisions. Ductile iron pipe shall conform to the requirements of AWWA C115 or C151 for potable water, and thickness design shall conform to AWWA C 150. In addition, the pipe shall comply with the following supplementary provisions: (1) Fittings shall conform to the requirements of AWWA C110 (Gray Iron and Ductile Iron Fittings) or AWWA C153 (Ductile Iron Compact Fittings) for the joint type specified. (2) Unless otherwise specified all pipe and fittings shall be furnished with cement mortar lining meeting the requirements of AWWA C104 for standard thickness lining. All exterior surfaces of the pipe and fittings shall have an asphaltic coating at least one mil thick. Spotty or thin seal coating, or poor coating adhesion, shall be cause for rejection. Fittings specified to be furnished with fusion bonded epoxy external coating and/or interior lining shall conform to the requirements of AWWA C550 and C1 16/A21.16, with 6-8 mil nominal thickness. (3) Rubber gasket joints for Ductile Iron Pressure Pipe and fittings shall conform to AWWA C111. (4) The nuts and bolts shall be constructed of corrosion resistant, high-strength, low - alloy steel with a ceramic filled, baked on fluorocarbon resin. The nuts and bolts shall be in compliance with ANSI/AWWA C111/A21.11 (Current Revision). (5) Conductivity shall be maintained through pipe and fittings with an external copper jumper wire or specialty gaskets which are capable of meeting conductive requirements. Wedge type connectors will not be allowed. A2 Polyvinyl Chloride (PVC) Pressure Pipe and Fittings Polyvinyl chloride (PVC) pressure pipe shall be manufactured with compounds conforming to ASTM D1784 and shall conform to the requirements of AWWA C-900, C-905, Fusible C-900, and Fusible C905, for the size, grade, and pressure class indicated on the Plans, Specifications, and Special Provisions. Fittings shall be the same pressure class as the pipe and shall conform to AWWA C907 and C908. PVC pressure pipe and fittings shall have a pressure rating of one hundred sixty (160) psi or greater, unless otherwise provided in the special provisions. The grade used shall be resistant to aggressive soils or corrosive substances in accordance with the requirements of ASTM D-543. Unless otherwise specified, the dimensions and tolerances of the pipe barrel should conform to ductile iron or cast iron pipe equivalent outside diameters. Page 22 A3 Polyethylene (PE) Pressure Pipe and Fittings Polyethylene pressure pipe and fittings shall be manufactured with compounds conforming to ASTM D3350 and shall conform to ASTM D3035 and AWWA C-901 (for 0.5" to 3" diameters) and ASTM F714 and AWWA C906 (for 4" to 65" diameters) for the size, grade and pressure class indicated on the plans, specifications and special provisions. Polyethylene pipe and fittings shall be PE 3608 or PE 4710 for potable water transmission and pressure rating of one hundred sixty (160) psi or greater, unless otherwise provided in the special provisions. The pipe and fittings shall be manufactured from the same resin type, grade, and cell classification. Unless otherwise specified, the dimensions and tolerances of the pipe barrel should conform to Ductile Iron pipe equivalent outside diameters for pipe diameters greater than three inches (3"). The method of joining material shall be by the Thermal Butt- Fusion Method in accordance with ASTM 3261. The minimum "quick -burst" strength of the fittings shall not be less than that of the pipe with which the fitting is to be used. B Fire Hydrants Fire hydrants shall be of the type, size, and construction specified in the Plans and shall conform to the applicable requirements of AWWA C-502. Unless otherwise specified in the Plans, Specifications, and Special Provisions, hydrants shall be furnished in conformance with the following supplementary requirements: (1) Hydrants shall have a five inch (5") (nominal diameter) main valve opening of the type that opens against water pressure. (2) Hydrant barrels shall be two (2) piece, non -jacket type, with flanged joint above finished grade line and with mechanical joint connection at the hub end for joining a six inch (6") ductile iron branch pipe. (3) Hydrant operating rod shall be equipped with a breakable joint coinciding with the flange joint above the grade line. (4) Hydrant bury length shall be measured from the bottom of the branch pipe connection to the finished ground line at the hydrant. (5) Hydrants shall have two (2) outlet nozzles for two and one half inch (2-1/2") (I.D.) hose connection and one outlet nozzle for four inch (4") (I.D.) steamer connection. All outlet nozzle threads shall be National Standard Fire -Hose Coupling Screw Threads (NFPA 1963). (6) Hydrant operating mechanisms shall be provided with "O" ring seals preventing entrance of moisture and shall be lubricated through an opening in the operating nut or bonnet. (7) Hydrants shall be provided with outlets for drainage in the base or barrel, or between the base and barrel, unless the Special Provisions require that drain outlets be omitted or plugged. Page 23 (8) The hydrant operating nut shall be rotated counterclockwise to open. (9) Detailed drawings, catalog information, and maintenance data shall be furnished as requested by the Engineer. (10) Hydrant body bolts shall be corrosion resistant, stainless steel conforming to the requirements of ASTM F593 and F594, alloy group 1, 2, 3, suitable for exterior use above and below ground. Bolts shall conform to manufacturer recommendation for tensile strength and torque. C Valves and Valve Housing C1 Valve Housings Valve housings shall be of ductile or cast iron, High Density Polyethylene or masonry construction as specified in the Plans, Specifications, and Special Provisions for the particular valve size or installation. Masonry manhole or vault type units shall be constructed in accordance with the provisions of MnDOT Specification 2506. Precast Concrete Manholes shall conform to ASTM Specification C-478 suitable for HS 20 traffic loading for all units located in driving areas. Ductile or cast iron valve boxes and all castings for manhole or vault type units shall conform to the requirements of MnDOT Specification 3321. C2 Gate Valves Gate Valves shall conform to all applicable requirements of AWWA C-500 or AWWA C-509 or AWWA C-515, together with such supplementary requirements as may be covered in the Plans, Specifications, and Special Provisions. Unless otherwise specified gate valves shall comply with the following supplementary requirements: (1) Gate valves meeting the requirements of AWWA C-500 shall be two-faced, double disc type, with parallel seats. Gate valves meeting the requirements of AWWA C-509 and C-515 shall be single disc type with resilient seat bonded or mechanically attached to either the gate or valve body, and the wedge shall be ductile iron fully encapsulated with EPDM rubber, shall be symmetrical and seal equally well with flow in either direction without misalignment. All valves shall be provided with a two-inch square operating nut opening counterclockwise and mechanical joint ends. (2) All gate valves shall be non -rising stem (NRS) type furnished with O -Ring stem seals. (3) All gate valves sixteen inches (16") or larger in size shall be arranged for operation in the horizontal position and shall be equipped with bypass valves. (4) All gears on gate valves shall be cut tooth steel gears, housed in heavy ductile or cast iron extended type grease cases of approved design. (5) All gate valves shall have an open indicating arrow, the manufacturer's name, pressure rating and year of manufacture cast on the valve bodies. (6) All internal and external surfaces of the valve body and bonnet shall have an epoxy coating, complying with ANSI/AWWA C550. Page 24 (7) All gate valves shall have stainless steel body bolts unless otherwise specified. C3 Butterfly Valves Butterfly valves shall be manufactured in conformance with all applicable requirements of AWWA C-504 for 150 p.s.i. working pressure minimum, together with such supplementary requirements as may be covered in the Plans, Specifications, and Special Provisions. Unless otherwise specified, the butterfly valves furnished shall comply with the following supplementary requirements. (1) The butterfly valves shall be short body of ductile or cast iron with mechanical joint ends. (2) The butterfly valves shall be rubber seated with ductile or cast disc, non -rising stem type furnished with O-ring stem seals. (3) The butterfly valves shall be equipped with a two-inch square operating nut opening counterclockwise. (4) The butterfly valves shall be designed for direct burial installation. (5) All butterfly valves shall have an open indicating arrow, the manufacturer's name, pressure rating and year of manufacture on the valve bodies. (6) All internal and external surfaces of the valve body and bonnet shall have an epoxy coating, complying with ANSI/AWWA C550. (7) All butterfly valves shall have stainless steel body bolts unless otherwise specified. D Water Service Pipe and Fittings Water service pipe of 3 inches or larger inside diameter shall conform to the requirements as set forth under the provisions of 2611.2. Water service pipe of less than three inches (3") in inside diameter shall conform to the requirements of ASTM B 88 for Seamless Copper Water Tube, Type K, Soft Annealed temper; Polyethylene Pipe as per AWWA C901 and ASTM D3350, or Polyvinyl Chloride Pipe and fittings as per a ASTM D1785, D2241, D2466, D2467 and D2740, or Cross-linked Polyethylene (PEX) pipe as per ASTM F876, ASTM F877, and AWWA C904, NSF/ANSI Standard 61 for potable water distribution, as specified on the Proposal or in the Special Provisions. Water service piping supplied shall include markings indicating the type, pressure class, testing certification, and use for potable water systems. Corporation stops, saddles, curb stops, and curb stop service boxes shall conform to the requirements of AWWA C800 be as detailed in the Plans, Specifications, and Special Provisions or approved designations. Saddles for Polyethylene Pipe shall conform to the requirements of AWWA C800, and shall be thermal fusion polyethylene type; ductile iron with dual stainless steel straps, spring washers, bolts and washers; or stainless steel sleeve type, with stainless steel bolts, nuts, and spring Page 25 washers. Stainless steel bolts, nuts, and washers. Spring washers shall be manufactured from type 304 stainless steel, special "spring grade". Saddles shall include threaded outlet tapping sleeves and Nitrile Butadiene Rubber (NBR) gaskets. All fittings for copper tubing shall be cast brass, having uniformity in wall thickness and strength, and shall be free of defects affecting serviceability. All copper pipe fittings shall be flared or compression type. All threads for underground service line fittings shall conform to the requirements of AWWA C-800. Each fitting shall be permanently and plainly marked with the name or trademark of the manufacturer. Fittings for thermoplastic pipe types shall be of the same material and pressure class as the piping. Curb stop service boxes shall be gray iron conforming to the requirements of ASTM A 48 for Class 20 or higher tensile strength and shall have at least twelve inches (12") of vertical adjustment for the cover depth specified in the Plans, Specifications, and Special Provisions. E Polyethylene Encasement Material Polyethylene encasement material shall conform to the requirements of AWWA C-105 for tube type installation and 8 mil nominal film thickness. F Mechanical Joint Restraints Mechanical joint restraints shall be ductile iron conforming to the requirements of ASTM A536 and AWWA C-600. Joint restraints shall be American, US Pipe, Star Pipe Products, or EBBA Iron Mega -Lug type, and be designed to withstand the design pressures indicated in the Plans, Specifications, and Special Provisions. Mechanical joint restraints shall be fusion bonded epoxy coated meeting the requirements of AWWA C-116. All nuts, bolts, and tie rod type restraints shall be stainless steel, corrosion -resistant coating, or coated with an owner approved rustproofing material. G Mortar Mortar for use in masonry construction shall meet the requirements of MNDOT 2506.213 and ASTM C270. H Concrete Concrete used for cast -in-place masonry construction shall be produced and furnished in accordance with the provisions of MnDOT Specification 2461 for the mix design indicated in the Plans, Specifications, or Special Provisions. The requirements for Grade B concrete shall be met where a higher grade is not specified. Type 3, air -entrained, concrete shall be furnished and used in all structures having weather exposure. Tracer Wire for Non -Conductive Pipe Tracer wire for use with all thermoplastic pipe types shall be Underwriters Laboratories (UL) listed for use in direct burial applications. Tracer wire shall be a minimum 12 AWG copper clad steel rated to 30 volts, High Molecular Weight Polyethylene (HMWPE) meeting ASTM D-1248, with designation identified on the outside of the wire casing. Page 26 2611.3 CONSTRUCTION REQUIREMENTS A Installation of Pipe and Fittings Installation of ductile iron watermains and their appurtenances shall conform to the requirements of AWWA C-600, the Plans, Specifications and Special Provisions. Installation of Polyvinyl Chloride (PVC) pipe and their appurtenances shall conform to the requirements of AWWA C605, and the bedding and backfill conditions specified by the Manufacturer, Plans, Specifications, and Special Provisions. Installation of Polyethylene Pipe and their appurtenances shall conform to the requirements of AWWA M55 and to the bedding and backfill conditions specified by the Manufacturer, Plans, Specifications, and Special Provisions. No existing valves or hydrants shall be operated by individuals other than personnel from the City Public Works Department. Only under emergency conditions or after specific authorization is given by the City Public Works Department shall the Contractor operate valves or hydrants. Installation of pipe and fittings shall also conform to the following general guidelines: Al Inspection and Handling Proper and adequate implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient prosecution of the work. During the process of unloading delivered materials, all pipe and accessories shall be inspected by the Contractor for damage. The Contractor shall notify the Engineer of all material found to have cracks, flaws or other defects. The Engineer shall inspect the damaged material and have the right to reject any materials found to be unsatisfactory. The Contractor shall promptly remove all rejected material from the site. All materials shall be handled carefully, as will prevent damage to protective coatings, linings, and joint fittings; preclude contamination of interior areas; and avoid jolting contact, dropping, or dumping. During pipe laying operations each pipe section and shall be inspected by the Contractor. The Contractor shall inform the Engineer of any defects discovered and the Engineer will prescribe the required corrective actions or order rejection. Immediately before placement, the joint surfaces of each pipe section and fitting shall be inspected for the presence of foreign matter, coating blisters, rough edges or projections, and any imperfections so detected shall be corrected by cleaning, trimming, or repair. A2 Pipe Laying Operations Trench excavation and bedding preparations shall proceed ahead of pipe placement as will permit proper placement and joining of the pipe and fittings at the prescribed grade and alignment without unnecessary hindrance. All foreign matter or dirt shall be removed from the inside of the pipe and fittings before they are lowered into position in the trench, and they shall Page 27 be kept clean. The watermain materials shall be carefully lowered into laying position by the use of suitable restraining devices. Under no circumstances shall the pipe be dropped or dumped into the trench. As each length of bell and spigot pipe is placed in laying position, the spigot end shall be centered in the bell and the pipe forced home and brought to correct line and grade. The pipe shall be secured in place with approved encasement and backfill materials. When pipe laying is not in progress, all open ends of the pipe line shall be closed by watertight plugs or other means approved by the Engineer. If water is present in the trench, the plugs shall remain in-place until the trench is pumped completely dry. When connecting to existing stubs, the Contractor shall prevent dirt or debris from entering the existing pipe. A3 Aligning and Fitting of Pipe The cutting of pipe for inserting valves, fittings, or closure pieces shall be done in a neat and workmanlike manner without damage to the pipe and so as to leave a smooth square -cut end. Pipe shall be cut with approved mechanical tools. Flame cutting will not be allowed under any conditions. All rough edges shall be removed from the cut ends of pipe and, where rubber gasket joints are used, the outer edge shall be rounded or beveled by grinding or filing to produce a smooth fit. When necessary to deflect pipe from a straight line either in the vertical or horizontal plane,—to avoid obstructions, plumb stems, or produce a long radius curve when permitted, the amount of deflection allowed at each joint shall not exceed the -limits to maintain a satisfactory joint seal in conformance with AWWA C-600 for ductile iron pipe mechanical and push -on joints, AWWA C- 605 for PVC pipe and AWWA M55 for PE pipe. The maximum angular deflection at any joint for other pipe materials and joints shall not exceed the manufacturer's recommendations. If the specified alignment requires angular deflections greater than recommended or allowed, the Contractor shall provide appropriate bends or shorter pipes such that the maximum angular deflection is not exceeded A4 Blocking and Anchoring of Pipe All plugs, caps, tees, bends, and other thrust points shall be provided with reaction backing, or movement shall be prevented by attachment of suitable restraining devices or tie rods, in accordance with the requirements of the Plans, Specifications, and Special Provisions. In the absence of other specified requirements for reaction backing or restraining devices, the following provisions shall apply: (1) All horizontal bends exceeding twenty (20) degrees deflection, and all caps, plugs, and branch tees shall be provided with concrete buttress blocking. (2) All vertical bends exceeding twenty (20) degrees deflection shall be provided with concrete buttress blocking at the low points and with metal tie rod or strapping restraints at the high points. (3) Offset bends made with standard offset fittings need not be strapped or buttressed. Page 28 (4) Hardwood blocking shall not be used. Concrete buttresses shall be poured against firm, undisturbed ground and shall be formed in such a way that the joints will be kept free of concrete and remain accessible for repairs. The concrete mix used in buttress construction shall meet the requirements for Grade B concrete in conformance with MnDOT Specification Section 2461. Buttress dimensions shall be a minimum of twelve inches (12") in thickness, and the minimum area, in square feet shall be as follows. PIPE TEE OR 1/32 BEND SIZE PLUG 1/4 BEND 1/8 BEND 1/16 BEND 6" 2.9 3.1 1.6 0.8 8" 3.7 5.3 2.9 1.4 10" 5.7 8.1 4.4 2.2 12" 8.1 13.4 6.6 3.2 16" 15.1 21.4 11.6 5.9 20" 23.2 30.2 18.1 9.3 24" 33.6 48.5 26.1 13.3 Contractors are instructed to size concrete buttress blocking on fittings and dead ends where the blocking must withstand the pressure of larger main line fittings equipped with reducers, for the larger sized main line thrust and not for smaller fitting size only. This is of particular importance on tees and crosses where the main size is reduced on the run from large to small size by use of reducers. All metal parts of tie rod or strap type restraints shall be galvanized or coated with other approved asphaltic type rustproofing. All necessary fittings, bands, tie rods, nuts, and washers, and all labor and excavation required for installation of reaction restraints shall be incidental to the installation of the pipe, unless a specific payment item is provided in the bid proposal. A5 Polyethylene Encasement of Pipeline Wherever so required by the Plans, Specifications, or Special Provisions the pipeline, including valves, fittings, and appurtenances, shall be fully encased in polyethylene film meeting the requirements of these Specifications. The film shall be furnished in tube form for installation on pipe and all pipe -shaped appurtenances such as bends, reducers, off- sets, etc. Sheet film shall be provided and used for encasing all odd -shaped appurtenances such as valves, tees, crosses, etc. The polyethylene tubing shall be installed on the pipe prior to being lowered into the trench. Tubing length shall be sufficient to provide a minimum overlap at all joints of one foot or more. Overlap may be accomplished with a separate sleeve tube placed over one end of the pipe prior to connecting another section of pipe, or by bunching extra overlap material at the pipe ends in accordion fashion. After completing the pipe jointing and positioning the overlap material, the overlap shall be secured in place with plastic adhesive tape wrapped circumferentially around the pipe not less than three (3) turns. After encasement, the circumferential slack in the tubing film shall be folded over at the top of the pipe to provide a snug fit along the barrel of the pipe. The fold shall be held in place with Page 29 plastic adhesive tape applied at intervals of approximately three feet (3') along the pipe length. Also, any rips, punctures, or other damage to the tubing shall be repaired as they are detected. These repairs shall be made with adhesive tape and overlapping patches cut from sheet or tubing material. At odd -shaped appurtenances such as gate valves, the tubing shall overlap the joint and be secured with tape, after which the appurtenant piece shall be wrapped with a flat film sheet or split length of tubing by passing the sheet under the appurtenance and bringing it up around the body. Seams shall be made by bringing the edges together, folding over twice, and taping down. Wherever encasement is terminated, it shall extend for at least two feet (2') beyond the joint area. Openings in the tubing for branches, service taps, air valves and similar appurtenances shall be made by cutting an X-shaped slit and temporarily folding back the film. After installing the appurtenance, the cut tabs shall be secured with tape and the encasement shall be completed as necessary for an odd -shaped appurtenance. Unless otherwise specified in the Plans, Specifications, and Special Provisions, hydrants encased in polyethylene tubing shall have plugged drain outlets. B Connection and Assembly of Joints Where rubber gasket joints are specified, care shall be taken during the laying and setting of piping materials to insure that the units being joined have the same nominal dimension of the spigot outside diameter and the socket inside diameter. A special adaptor shall be provided to make the connection when variations in nominal dimension might cause unsatisfactory joint sealing. Immediately before making the connection, the inside of the bell or socket and the outer surface of the spigot ends shall be thoroughly cleaned to remove oil, grit, excess coating, and other foreign matter. Insertion of spigot ends into the socket or bell ends shall be accomplished in a manner that will assure proper centering and insertion to full depth. The joint seal and securing requirements shall be as prescribed below for the applicable pipe and joint type. 1131 Ductile Iron Pressure Pipe and Fitting Joints B 1 a Push -On Joints The circular rubber gasket shall be kept in a warm, flexible condition at all times, and for purposes of placement shall be flexed inward and inserted in the gasket recess of the bell socket. A thin film of approved gasket lubricant shall be applied to either the inside surface of the gasket or the outside surface of the spigot end, or to both. Care shall be taken while inserting the spigot end to prevent introduction of contaminants. The joint shall be completed by forcing the spigot end to the bottom of the socket by the use of suitable pry -bar or jack type equipment. Spigot ends which do not have depth marks shall be marked before assembly to insure full insertion. The use of the bucket on the excavation equipment to force the pipe into the socket shall not be permitted. Page 30 B 1 b Mechanical Joints The last eight inches (8") of the outside spigot surface and the inside bell surface of each pipe and appurtenance joint shall be painted with a thin film of approved gasket lubricant after being thoroughly cleaned. The gland shall then be slipped on the spigot end with the lip extension toward the socket or bell end. The rubber gasket shall be kept in a warm, flexible condition at all times, and for purposes of placement shall be painted with a thin film of approved gasket lubricant and be placed on the spigot end with the thick edge toward the gland After the spigot end is inserted into the socket to full depth and centered, the gasket shall be pressed into place within the bell evenly around the entire joint. After the gland is positioned behind the gasket, all bolts shall be installed and the nuts tightened alternately to the specified torque, such as to produce equal pressure on all parts of the gland. Unless otherwise specified, the bolts shall be tightened by means of a suitable torque -limiting wrench to within a foot-pound range of: 45 to 60 for 5/8 inch bolts; 75 to 90 for 3/4 inch bolts; 85 to 100 for 1 inch bolts; and 105 to 120 for 1-1/4 inch bolts. After tightening, all exposed parts of the bolts and nuts shall be completely coated with an approved asphaltic type rust preventive material. B 1 c Flanged Joints Flanged joints shall be installed only in above grade or exposed locations and shall conform to the requirements of AWWA C115 Specifications, the Plans, Specifications and Special Provisions. Flanged joints shall have full face gaskets. B2 Polyvinyl Chloride Pipe Joints B2a Push -On Joints The circular rubber gasket shall be bonded to the inner wall of the gasket recess of the bell socket. Installation of pipe spigot into the bell socket shall conform to the requirements for Ductile Iron Push -On Joints as set forth under the provisions of 2611.3131 a. B3 Polyethylene Pipe Joints Polyethylene pipe joints shall conform to the requirements of AWWA C-906, and shall be made by the Thermal Butt -Fusion Method, Mechanical Flange Adaptor Method, Mechanical Joint Adaptor Method and Mechanical Transition Fittings. Mechanical joints shall include stainless steel pipe stiffeners. Compression fittings are not allowed for pipe diameters greater than two inches (2") in diameter. B4 Tracer Wire for Non-conductive Pipe Tracer wire shall be installed along the length of all non-conductive mainline pipes, laterals, and services with vertical riser to the surface, at gate valve boxes, hydrants, curb boxes, and/or utility location boxes as required by the Special Provisions. Tracer wire shall be taped, clamped or affixed to the pipe in another manner as approved by the Engineer. Page 31 Splicing tracer wire shall be by mechanical split bolt type or a crimp type compression fitting fully encased in approved electrical insulation putty. A twelve inch (12") tracer wire loop shall be provided on each side of a spliced connection. C Water Service Installations Water service facilities consisting of Tap Service Lines and Branch Service Lines, complete with all required appurtenances, shall be installed as required by in the Plans, Specifications, and Special Provisions, in accordance with all pertinent requirements for main line installations together with the provisions hereof. It shall be the responsibility of the Contractor to keep an accurate record of the location, depth and size of each service connection and other pertinent data such as the location of curb stops and pipe endings. Tap locations shall be recorded in reference to survey line stationing. Curb stops shall be tied to definable land marks such as building corners, lot corner markers, hydrants, gate valves, etc. Pipe terminals at the property line shall be marked to the ground surface with a suitable wood timber four by four inch (4"x4"), eight feet (8') long set vertically into the ground with the top two feet (2') painted blue. Approved record keeping forms will be furnished by the Engineer and the completed records shall be submitted by the Contractor upon completion of the work. Water service lines shall normally be installed by trenching and be subject to the same requirements as prescribed for the main pipeline installation, except for those which may not be pertinent or applicable. Where water service lines are installed alongside of sanitary service lines, installation shall be such as to maintain the minimum specified clearances between pipelines and provide proper and adequate bearing for all pipes and appurtenances. Water service lines shall be installed to provide a minimum of six inches (6") of clearance shall be maintained in crossing over or under other structures. Where the service pipe may be exposed to freezing due to insufficient cover or exposure from other underground structures, the water pipe shall be insulated as directed by the Engineer. C1 Tee Branch Service Lines Tee branch service piping shall be of the type, size, and wall thickness specified. The pipe and appurtenances shall have rubber gasketed push -on or mechanical joints. Tee branch service lines shall be provided as required by the Plans. Installation of tee branch service facilities shall be in accordance with all applicable requirements of these specifications as pertain to the mainline installations. C2 Tapped Service Lines Service piping shall be of the size and type specified. Unless otherwise specified, minimum pipe size for tap service installations shall be one inch (1 ") nominal inside diameter. Larger size pipe may be specified for commercial and industrial uses or for some domestic service as specifically identified. Installation of service facilities shall be in accordance with all applicable requirements of these specifications as pertain to the mainline installations, subject to the exceptions and supplementary provisions set forth hereinafter. Page 32 Installation of tapped service lines shall be performed while the mainline watermain is at system operating pressure. Dry tapping watermain pipe will not be allowed. Unless otherwise indicated, service piping may be laid directly on any solid foundation soil that is free of stones and hard lumps. However, when specified or ordered, aggregate materials shall be furnished and placed as necessary to secure proper foundation drainage, pipe covering, or backfill support. Tapped service piping of three quarters inch (3/4") to and including one and one quarter inches (1 '/4") in diameter shall be installed in one piece without intermediate joint couplings between the corporation stop and the curb stop. Service pipe of one and one half inches (1-1/2") in diameter and larger shall be furnished in standard roll lengths to eliminate any intermediate joints. When full roll lengths are less than the service length the rolls may be joined with approved couplings. Unless otherwise specified, connection of tapped service lines to the watermain shall be made at an angle of not more than twenty two (22) degrees from the horizontal. A double wrap of Teflon tape shall be placed on the corporation stop threads prior to installation in the main. Unless otherwise indicated, tap service lines shall be installed on a straight line at right angles to the watermain or property line as directed by the Engineer. In the absence of specific requirements, the service line shall be terminated at the property line, where it shall be connected to an existing line or, in the case of undeveloped property, it shall be capped, plugged, or peened as approved by the Engineer. The flaring of new copper tubing ends shall be accomplished only with the use of the proper size and type of tools as designed for the purpose. Tubing shall be cut squarely and all edge roughness shall be removed prior to flaring. All couplings shall be tightened securely, so the flared end fits snugly against the bevel of the fitting without leakage. The flared joint couplings shall be made up without the use of jointing compounds. The service pipe and curb stop coupling depth shall be such as to maintain not less than the specified minimum cover. The service box shall be connected to or centered over the curb stop and be firmly supported on concrete blocking as required by the Plans, Specifications, and Special Provisions. Clearance shall be provided so the service box does not rest on the water pipe. Service boxes shall be installed plumb. The service boxes shall be brought to proper surface grade when the final ground surface has been established. D Setting Valves, Hydrants, Fittings and Specials Valves, hydrants, fittings, and specials shall be provided and installed as required by the Plans, Specifications, and Special Provisions with the exact locations and setting as directed by the Engineer, and with each installation accomplished in accordance with the requirements for installation of mainline pipe to the extent applicable. Support blocking, reaction backing, and anchorage devices shall be provided as required by the Plans, Specifications, and Special Provisions or as otherwise ordered by the Engineer. Page 33 Hydrants shall be installed plumb, with the height and orientation of nozzles as shown in the Plans or as directed by the Engineer. Unless otherwise specified, the hydrants shall be connected to the mainline pipe with six inch (6") diameter pipe, controlled by an independent valve. When a hydrant with an open drain outlet is set in clay or other impervious soil, a drainage pit of at least one cubic yard shall be excavated below and around the hydrant base and the pit shall be filled with Foundation Material to a level six inches (6") above the drain outlet. MnDOT 3733 geotextile Type V, or other material approved by the Engineer, shall be carefully placed over the rock to prevent backfill material from entering voids in the rock drain. Hydrants located where the groundwater table is above the drain outlet shall have the outlet drain hole plugged or the drain tube cut off to prevent draining, and shall be equipped with a tag stating, "Pump After Use". Valve boxes shall be centered over the valve wrench nut and be installed plumb, with the box cover flush with the surface of the finished pavement or at such other level as may be directed. Valve box adaptors for use to stabilize the valve box in a centered position over the valve wrench nut shall include a rubber gasket between the adaptor plate and valve body. The adaptor shall be epoxy coated conforming to the requirements for fittings in section 02611.2A1, or as otherwise allowed by the plans, specifications and special provisions. Gate valve box adaptors shall be incidental to the valve box unless otherwise provided in the bid proposal. Masonry valve pit structures, for valves with exposed gearing or operating mechanisms, shall be constructed in accordance with the details shown in the Plans and with the applicable provisions of these Specifications. Drainage blow -offs, air vents, and other special appurtenances shall be provided and installed as required by the Plans, Specifications, and Special Provisions. All dead ends shall be closed with approved plugs or caps and shall be equipped with suitable blow -off facilities. E Disinfection of Watermains Before being placed in service, the completed water main shall be disinfected. Disinfection materials and procedures, and the collection and testing of water samples, shall be in accordance with the provisions of AWWA C-651. After the final flushing of watermain, the water shall be tested for bacteriologic quality and found to meet the standards prescribed by the Minnesota Department of Health. Where an existing watermain is cut for the installation of any fitting, the pipe and fittings proposed to be installed shall be disinfected prior to installation as follows: (1) The interior of the pipe and fittings shall be cleaned of all dirt and foreign material. (2) The interior of the pipe and fittings shall be thoroughly swabbed or sprayed with a one percent (1 %) minimum hypochlorite solution. Page 34 Unless otherwise indicated in the Plans, Specifications, and Special Provisions, the Contractor shall furnish all materials and perform the disinfecting, flushing, and testing as necessary for meeting the water quality requirements. The flushing operations and the form of chlorine and method of application to be used shall be subject to approval by the Engineer. F Electrical Conductivity Test The Contractor shall perform a conductivity test within one week after completion of pressure testing of the main on all watermains to ensure continuous conductivity for the purpose of tracing watermain for utility location. Sufficient conductivity shall be provided to allow for the location of watermain, services, hydrant leads, and laterals for mainline segments at least one thousand two hundred (1,200) linear feet in length G Hydrostatic Testing of Watermains After the pipe has been laid, including fittings and valves and blocking, all newly -laid pipe or any section between valves thereof, unless directed otherwise by the Engineer, shall be subject to hydrostatic pressure of one hundred fifty (150) pounds per square inch. The duration of each such test shall be at least two (2) hours. Each section of pipe to be tested shall be filled with water and all air expelled at the highest point. The required taps to expel air or to fill the watermain shall be supplied and installed by the Contractor and shall be three quarters inch (3/4") and shall include an approved service saddle when required. The test apparatus shall be applied at the lowest elevation on the section to be tested. The apparatus shall be connected to the main at a service tap or special tap location. The pressure gauge shall be a standard pressure gauge. The dial shall register from 0 - 200 psi and have a dial size of four and one half inches (4'/2') with one (1) psi increments. The hydrostatic test, pressure requirement for an acceptable test shall be a maximum pressure drop of two (2) psi during the last hour of the two (2) hour pressure test. If this test requirement cannot be met, the Contractor shall investigate the cause, make corrections, and retest until the pressure drop requirement can be met. Only if several consecutive tests indicate a consistent pressure drop and only after the Contractor has made numerous attempts to resolve the problem, acceptable to the Engineer, may the Contractor request in writing and the Engineer consider the use of the leakage test. The leakage test may be performed by the Contractor to determine the magnitude of the leak, however, meeting the leakage allowance shall not automatically be considered acceptance, in lieu of the pressure test, for the section being tested. Final acceptance shall be at the discretion of the Engineer. When allowed, the leakage test shall be performed in accordance with AWWA C-600, Section 4.1.5, 4.1.6 and the line will be accepted as per Section 4.1.7. Page 35 H Operational Inspection At the completion of the project and in the presence of the Engineer and the Contractor, representatives of the Owner shall operate all valves, hydrants, and water services to ascertain that the entire facility is in good working order; that all valve boxes are centered and valves are opened; that all hydrants operate and drain properly; that all curb boxes are plumb and centered; and that water is available at all curb stops. 2611.4 METHOD OF MEASUREMENT All items will be measured separately according to design designation as indicated in the Pay Item name and as may be detailed and defined in the Plans, Specifications, or Special Provisions. Pipe will generally be designated by size (inside diameter or span), strength class, kind or type, and laying condition. Payment shall include all component parts thereof as described or required to complete the unit, but excluding any item covered by a separate pay item. Lineal measurement of piping will include the running length of any special fittings (tees, wyes, bends, gates, etc.) installed within the line of measure between specified terminal points. A Water Pipe Mainline pipe and service pipe of each kind and size will be measured separately by the overall length along the axis of the pipeline, from beginning to end of each installation and without regard to intervening valves or specials. Terminal points of measure will be the spigot or cut end, base of hub or bell end, center of valves or hydrants, intersecting centers of tee or wye branch service connections, and center of corporation stop or curb stop couplings. B Valves Valves of each size and type will be measured separately as complete units, including the required manhole or valve box setting. C Corporation Stops Corporation stops of each size and type will be measured separately by the number of units installed, including the watermain tap and saddle. D Curb Stops Curb stops of each size and type will be measured separately by the number of units installed, including the required curb box. E Hydrants Hydrants will be measured by the number of units installed. F Air Vents Air vents of each type and size will be measured separately by the number of complete units installed, including the required manhole or valve box setting. Page 36 G Polyethylene Encasement Polyethylene encasement of pipe will be measured by the linear foot of pipe encased of each specified size. H Ductile and Gray Iron Fittings Ductile Iron and Gray Iron fittings shall be measured by the pound without joint accessories or on an each basis as specified on the Proposal or in the Special Provisions. Joint accessories including tie rods, joint restraints, nuts and bolts shall be incidental to the watermain unless otherwise provided on the Proposal or in the Special Provisions. The standard weight of Ductile Iron and Gray Iron fittings, for payment basis, shall be as published in AWWA C-153 and C-110, respectively. I Polyvinyl Chloride or Polyethylene Polyvinyl Chloride or Polyethylene fittings shall be measured on an each basis as specified and shown on the Proposal or in the Special Provisions. J Access Structures Access structures, such as valve boxes, service boxes, manholes and vaults, will be measured for payment only when and to the extent that the Proposal contains specific items therefore. Otherwise, the required structures are included for payment as part of the pipe appurtenance (Gate Valve, Curb Stop, Air Vent, etc.) item which is served. When applicable, measurement will be by the number of individual units installed of each type and design. 2611.5 BASIS OF PAYMENT Payment for construction of water distribution facilities will be made as detailed in the method of measurement and as shown on the Bid Proposal or detailed in the Special Provisions. Payment shall include all costs of furnishing and installing the complete facility as required by the Plans, Specifications, and Special Provisions. Payment shall be made for Watermain Pipe, Service Pipe, and Tapped Service Pipe, of each size and kind at the appropriate Contract prices per linear foot installed All costs of pipeline disinfection, leakage testing, pipe jointing materials, dead end plugs and caps, making connections to existing facilities, blocking and anchorage materials, and other work necessary for proper installation of pipe as specified shall be included for payment as part of the pipe item, without any direct compensation being made therefore unless specific pay items are included on the Proposal. Payment shall be made for Valves, Corporation Stops, Curb Stops, Hydrants, Air Vents, Polyethylene Encasement, Insulation, and other specially identified appurtenant items, at the appropriate Contract prices per unit of measure for each size and type or kind installed. Access structures such as Valve Boxes, Service Boxes, Manholes, and Vaults will be paid for as separate items only when separate pay items are included on the Proposal. Page 37 Payment for rearrangement of in-place facilities or vertical offset of proposed facilities shall be made under specially named items at the appropriate Contract prices per unit of measure and shall be compensation in full for all costs of performing the work as specified. All costs of excavating to foundation grade, preparing the foundation, placing and compacting backfill materials, restoring surface improvements, and other work necessary for prosecution and completion of the work as specified, shall be included for payment as part of the pipe and pipe appurtenance items without any direct compensation being made therefore, unless specific pay items are included on the Proposal. Watermain connections shall be paid per each connection to new watermain. All necessary labor, materials, and work required to make the connection shall be included in the price per each as provided in the bid proposal. Installation of tracer wire for thermoplastic and other non-conductive pipe materials shall be considered incidental with no direct compensation made thereto, except where noted otherwise. Page 38 SECTION 2621 — STANDARD SPECIFICATIONS FOR SANITARY SEWER AND STORM SEWER INSTALLATION 2621.1 DESCRIPTION This work shall consist of the construction of pipe sewers utilizing plant fabricated pipe and other appurtenant materials, installed for conveyance of sewage, industrial wastes, or storm water. The work includes construction of manhole and catch basin structures and other related items as specified. The use of the term "Plans, Specifications and Special Provisions" within this specification shall be construed to mean those documents which compliment, modify, or clarify these specifications and are an enforceable component of the Contract Documents. All references to MnDOT Specifications shall mean the latest published edition of the Minnesota Department of Transportation "Standard Specifications for Construction", and all supplements and amendments thereto published prior to the date of advertisement for bids. All references to other Specifications of AASHTO, ASTM, ANSI, AWWA, etc. shall mean the latest published edition available on the date of advertisement for bids. The following specifications have been referenced in this Specification: AASHTO M198 Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants AASHTO M294 Standard Specification for Corrugated Polyethylene Pipe, 300- to 1500 -mm (12 - to 60 -in.) Diameter ASTM A48 Standard Specification for Gray Iron Castings ASTM A74 Standard Specification for Cast Iron Soil Pipe and Fittings ASTM A798 Standard Practice for Installing Factory Made Corrugated Steel Pipe for Sewers and Other Applications ASTM C12 Standard Practice for Installing Vitrified Clay Pipe Lines ASTM C76 Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe ASTM C270 Standard Specification for Mortar for Unit Masonry ASTM C301 Standard Test Methods for Vitrified Clay Pipe ASTM C361 Standard Specification for Reinforced Concrete Low Head Pressure Pipe ASTM C425 Standard Specification for Compression Joints for VCP and Fittings ASTM C443 Standard Specification for Joints Concrete Pipe and Manholes Using Rubber Gaskets ASTM C478 Standard Specification for Precast Reinforced Concrete Manhole Sections ASTM D543 Standard Practice for Evaluating the Resistance of Plastics to Chemical Reagents ASTM C564 Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings ASTM C700 Standard Specification for Vitrified Clay Pipe, Extra Strength, Standard Stregth, and Perforated ASTM C969 Standard Practice for Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines ASTM D2321 Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity Flow Applications ASTM D2751 Standard Specification for ABS Pipe and Fittings ASTM D3034 Standard Specification for PVC Sewer Pipe and Fittings Page 39 ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals ASTM D3262 Standard Specification for "Fiberglass" (Glass Fiber Reinforced Thermosetting Resin) Sewer Pipe ASTM D3839 Standard Guide for Underground Installation of "Fiberglass" (Glass Fiber Reinforced Thermosetting Resin) Pipe ASTM D4161 Standard Specification for Fiberglass (Glass Fiber Reinforced Thermosetting Resin) Pipe Joints Using Flexible Elastomeric Seals ASTM F477 Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe ASTM F679 Specification for Large -Diameter PVC Sewer Pipe and Fittings ASTM F949 Specification for Poly (Vinyl Chloride) (PVC) Corrugated Sewer Pipe with a Smooth Interior and Fittings ASTM F1417 Standard Practice for Installation Acceptance of Plastic Non pressure Sewer Lines Using Low Pressure Air ASTM F2736 Standard Specification for 6 to 30 in. (152 To 762 mm) Polypropylene (PP) Corrugated Single Wall Pipe And Double Wall Pipe ASTM F2764 Standard Specification for 30 to 60 in. [750 to 1500 mm] Polypropylene (PP) Triple Wall Pipe and Fittings for Non Pressure Sanitary Sewer Applications AWWA C104 American National Standard for Cement -Mortar Lining for Ductile -Iron Pipe and Fittings AWWA C110 American National Standard for Ductile -Iron and Gray -Iron Fittings AWWA C111 American National Standard for Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings AWWA C115 American National Standard for Flanged Ductile -Iron Pipe With Ductile -Iron or Gray -Iron Threaded Flanges AWWA C116 Standard for Protective Fusion -Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile -Iron and Gray -Iron Fittings AWWA C150 American National Standard for Thickness Design of Ductile -Iron Pipe AWWA C151 American National Standard for Ductile -Iron Pipe, Centrifugally Cast AWWA C153 American National Standard for Ductile -Iron Compact Fittings for Water Service AWWA C550 Standard for Protective Interior Coatings for Valves and Hydrants 2621.2 MATERIALS All materials required for this work shall be new material conforming to requirements of the referenced specifications for the class, kind, type, size, grade, and other details indicated in the Contract. Unless otherwise indicated, all required materials shall be furnished by the Contractor. If any options are provided for, as to type, grade, or design of the material, the choice shall be limited as may be stipulated in the Plans, Specifications, or Special Provisions. All manufactured products shall conform in detail to such standard design drawings as may be referenced or furnished in the Plans. Otherwise, the Owner may require advance approval of material suppliers, product design, or other unspecified details as it deems desirable for maintaining adopted standards. At the request of the Engineer, the Contractor shall submit in writing a list of materials and suppliers for approval. Suppliers shall submit a Certificate of Compliance that the materials furnished have been tested and are in compliance with the specifications. Page 40 A Sewer Pipe and Service Line Materials All pipe furnished for main sewer and service line installations shall be as indicated for each particular line segment as shown in the Plans and designated in the Contract Items. Wherever connection of dissimilar materials or designs is required, the method of joining and any special fittings employed shall be products specifically manufactured for this purpose and subject to approval by the Engineer. Al Vitrified Clay Pipe and Fittings Vitrified clay extra strength pipe and fittings shall conform to the requirements of ASTM M-65 for the size and type and class specified, subject to the following supplementary provisions: (1) Unless otherwise specified, the pipe and fittings shall be non -perforated, full circular type, either glazed or unglazed. (2) All pipe and fittings manufactured with bell -and -spigot ends shall be furnished with factory fabricated compression joints conforming to the requirements of ASTM C- 425. (3) In lieu of the bell -and -spigot jointing requirements, the pipe and fittings may be furnished with plain ends, in which case the jointing shall be by means of compression couplings conforming to the requirements of ASTM C-425, Type B. (4) All clay pipe fittings (wyes, tees, bends, plugs, etc.) shall be of the same pipe class and joint design as the pipe to which they are to be attached. (5) Pipe and fittings manufactured to the standards of AASHTO 52;65 may be accepted by prior approval of the Engineer. A2 Ductile Iron Pipe and Ductile Iron and Gray Iron and Fittings The pipe furnished shall be Ductile Iron pipe and pipe fittings furnished shall be of the Ductile Iron or Gray Iron type as specified for each particular use of installation. When Gray Iron is specified, either type may be furnished. Gray Iron may not be substituted for Ductile Iron unless specifically authorized in the Special Provisions. Ductile iron pipe shall conform to the requirements of AWWA C115 or C151 for water, and thickness design shall conform to AWWA C 150. In addition, the pipe shall comply with the following supplementary provisions: (1) Fittings shall conform to the requirements of AWWA C110 (Gray Iron and Ductile Iron Fittings) or AWWA C153 (Ductile Iron Compact Fittings) for the joint type specified. (2) Unless otherwise specified all pipe and fittings shall be furnished with cement mortar lining meeting the requirements of AWWA C104 for standard thickness lining. All exterior surfaces of the pipe and fittings shall have an asphaltic coating at least one mil thick. Spotty or thin seal coating, or poor coating adhesion, shall be cause for rejection. Fittings specified to be furnished with fusion bonded epoxy external coating and/or interior lining shall conform to the requirements of AWWA C550 and C1 16/A21.16, with 6-8 mil nominal thickness. Page 41 (3) Rubber gasket joints for Ductile Iron Pressure Pipe and fittings shall conform to AWWA C111. (4) The nuts and bolts shall be constructed of corrosion resistant, high-strength, low - alloy steel with a ceramic filled, baked on fluorocarbon resin. The nuts and bolts shall be in compliance with ANSI/AWWA C111/A21.11 (Current Revision). (5) Conductivity, when required by the Special Provisions, shall be maintained through pipe and fittings with an external copper jumper wire or specialty gaskets which are capable of meeting conductive requirements. Wedge type connectors will not be allowed. A3 Reinforced Concrete Pipe and Fittings Reinforced concrete pipe, fittings and specials shall conform to the requirements of ASTM C-76 (Reinforced Concrete Pipe) with rubber O-ring or profile joints for the type, size, and strength class specified, subject to the following supplementary provisions: (1) All branch fittings such as tees, wyes, etc. shall be cast as integral parts of the pipe. All fittings and specials shall be of the same strength class as the pipe to which they are attached. (2) Joints shall meet the requirements of ASTM C-361, and ASTM C443. (3) Lift holes will not be permitted unless specifically authorized in the Plans, Specifications, and Special Provisions A4 Corrugated Steel Pipe and Fittings Corrugated Steel (CS) Pipe and fittings shall conform to the requirements of MnDOT 2501, 2503, and 3226 (CS) Pipe for the application, type, size and sheet thickness specified. Joints for joining CS Pipe shall be the band type or bell/spigot type, soil -tight and watertight, with preformed gasket seals meeting MnDOT 3726. Fittings and bands for joining pipe sections shall be of the same material and thicknesses as the mainline pipe. Specialty coatings for the pipe shall be as indicated in the Plans, Specifications, and Special Provisions. A5 Polyvinyl Chloride Pipe and Fittings Smooth walled polyvinyl chloride pipe and fittings shall conform to the requirements of ASTM D- 3034 and ASTM F-679 for the size, standard dimension ratio (SDR), and strength requirements indicated on the Plans, Specifications, and Special Provisions. The grade used shall be resistant to aggressive soils or corrosive substances in accordance with the requirements of ASTM D-543. Pipe fittings shall be of the same class and grade as specified for the pipe, unless otherwise specified in the special provisions. Page 42 Unless otherwise specified, all pipe and fittings shall be SDR 35 and connections shall be push on with elastomeric gasket joints which are bonded to the inner wall of the gasket recess of the bell socket. PVC pipe and fittings for pressure sewer and forcemains shall meet the requirements of 2611.2 A3 for watermain class pipe. Corrugated polyvinyl chloride pipe and fittings with smooth interior shall conform to the requirements of ASTM F-949 for the size and wall thickness indicated on the Plans, Specifications, and Special Provisions. Unless otherwise specified, all pipe and fittings shall be push -on with snug fit elastomeric joints meeting tightness requirements of ASTM D-3212 and ASTM F477. A6 Cast Iron Soil Pipe Unless otherwise specified in the Plans, Specifications, and Special Provisions, cast iron soil pipe shall be service weight pipe meeting the requirements of ASTM A-74 and the Plans, Specifications, and Special Provisions. Unless otherwise specified, pipe joints shall be push -on, sealed with elastomeric gaskets, meeting the requirements of ASTM C-564. A7 Acrylonitrile -Butadiene -Styrene Pipe Acrylonitrile -Butadiene -Styrene (ABS) solid wall pipe and fittings shall conform to the requirements of ASTM D-2751 and shall be gasket seal joints, assembled as recommended by the pipe manufacturer. Unless otherwise specified, all pipe and fittings shall be push -on with snug fit elastomeric joints meeting tightness requirements of ASTM D-3212 and ASTM F477. Solvent cemented joints, assembled as recommended by the pipe manufacturer, shall be provided only where specifically indicated in the Plans, Specifications, and Special Provisions. A8 Corrugated Polyethylene Pipe Dual -Wall and Triple -Wall Corrugated Polyethylene Pipe (PE/HDPE) for gravity sewers shall conform to the requirements of AASHTO M-294 and Section 18 of the AASHTO Standard Specifications for Highway Bridges for storm sewer pipe sizes twelve inch (12") through sixty inch (60"). Joints shall be bell and spigot push -on type, soil -tight and watertight joints in accordance with ASTM D3212 and ASTM F477. Pipe manufacture, watertight joint testing, and installation shall conform to current MnDOT requirements, ASTM C969, and as indicated in the Plans, Specifications, and Special Provisions. A9 Solid Wall High Density Polyethylene Pipe Solid wall HDPE for pressure and gravity sewer pipes shall meet the requirements of 2611.2A4. A10 Fiberglass Reinforced Pipe Fiberglass Reinforced Pipe (FRP/GRP) for gravity sewers shall meet requirements of ASTM D3262 for Glass -Fiber -Reinforced Thermosetting Resin pipe, such as reinforced thermosetting - resin pipe (RTRP) and reinforced polymer mortar pipe (RPMP; natural polymers not included) for use in gravity -flow systems. The pipe shall be manufactured with polyester resin systems with a proven history of performance in this application. Page 43 The reinforcing glass fibers used to manufacture the components shall be of highest quality commercial grade E -glass filaments with binder and sizing compatible with impregnating resins. Sand used to manufacture the pipe and fittings shall be minimum ninety eight percent (98%) silica sand with a maximum moisture content of two tenths of a percent (0.2%). Pipe resin additives, such as curing agents, pigments, dyes, fillers, thixotropic agents, etc., when used, shall not detrimentally effect the performance of the products. Gaskets shall be supplied by approved gasket manufacturers and be suitable for the service intended. Minimum pressure rating of gaskets shall be two hundred fifty (250) psi. Unless otherwise specified, the pipe shall be field connected with fiberglass sleeve couplings that utilize elastomeric sealing gaskets made of EPDM rubber compound to provide watertight joints meeting the requirements of ASTM D4161. Joints at tie-ins, when needed, may utilize fiberglass, gasket -sealed closure couplings. Fittings shall be capable of withstanding all operating conditions when installed. They may be contact molded or manufactured from mitered sections of pipe joined by glass -fiber -reinforced overlays. Properly protected standard ductile iron, fusion -bonded epoxy -coated steel and stainless steel fittings are allowed unless otherwise stated in the Special Provisions. The actual outside diameter (eighteen inch (18") to forty eight inch (48")) of the pipes shall be in accordance with ASTM D3262. Other pipe diameter OD's shall be per manufacturer's literature. Pipe shall be supplied in nominal lengths of twenty feet (20') except where noted otherwise on the drawings. Actual laying length shall be nominal ±1/4 inches. At least ninety percent (90%) of the total footage of each size and class of pipe, excluding special order lengths, shall be furnished in nominal length sections. Pipe ends shall be square to the longitudinal pipe axis with a maximum tolerance of eight inch (1 /8"). Pipe shall be marked identifying each pipe with the name of manufacturer, plant location, code date of manufacturer, nominal pipe size, pipe stiffness designation and ASTM D3262. Service lateral connections (wye, tee, bend) to the sanitary sewer shall be as recommended by the main line sewer pipe manufacturer recommendation. All Polypropylene Pipe Corrugated Polypropylene Pipe (PP) for gravity sewers shall be Dual -Wall (six inch (6") to thirty inch (30") diameter) pipe conforming to ASTM F2736 and Triple Wall (thirty inch (30") to sixty inch (60") diameter) pipe conforming to ASTM F2764. Pipe joints shall be bell and spigot push - on type, soil -tight and watertight joints in accordance with ASTM D3212 and ASTM F477., and shall conform to the requirements of AASHTO M-294 and Section 18 of the AASHTO Standard Specifications for Highway Bridges for storm sewer pipe sizes twelve inch (12") through sixty inch (60"). Pipe manufacture, watertight joint testing, and installation shall conform to current MnDOT requirements, ASTM C969, and as indicated in the Plans, Specifications, and Special Provisions. Page 44 Al2 Tracer Wire for Non-conductive Pipe Tracer wire shall be installed along the length of all non-conductive mainline pipe, laterals, and services with vertical riser to the surface, at manholes, catch basins, stubs, laterals, services, and/or utility location boxes as required by the Special Provisions. Tracer wire shall be taped, clamped or affixed to the pipe in another manner as approved by the Engineer. Splicing tracer wire shall be by mechanical split bolt type or a crimp type compression fitting fully encased in approved electrical insulation putty. A twelve inch (12") tracer wire loop shall be provided on each side of a spliced connection. B Metal Sewer Castings Metal castings for sewer structures such as manhole frames and covers, catch basin frames, grates and curb boxes, shall conform to the requirements of ASTM A-48 (Gray Iron Castings), subject to the following supplementary provisions: (1) Casting assemblies or dimensions, details, weights, and class shall be as indicated in the detailed drawings for the design designation specified. Unless otherwise specified, the castings shall be Class 30 or better. (2) Lid -to -frame surfaces on round casting assemblies shall be machine milled to provide true bearing around the entire circumference. (3) Casting weight shall be not less than ninety five percent (95%) of theoretical weight for a unit cast to exact dimensions, based on four hundred forty two (442) pounds per cubic foot. (4) A Certificate of Compliance shall be furnished with each shipment of castings stating that the materials furnished have been tested and are in compliance with the specification requirements. (5) Unless otherwise specified, sanitary sewer manholes shall have self-sealing lids and concealed pick holes. C Precast Concrete Manhole and Catch Basin Sections Precast concrete riser sections and appurtenant units (grade rings, top and base slabs, special sections, etc.) used in the construction of manhole and catch basin structures shall conform with the requirements of ASTM C-478, MnDOT 2506 and the following supplementary provisions: (1) The precast sections and appurtenant units shall conform to all requirements as shown on the detailed drawings. (2) Joints of manhole riser sections shall be tongue and groove with rubber "O" ring or profile gaskets. (3) Sanitary sewer inlet and outlet pipes shall be joined to the manhole with a gasketed, flexible, watertight connection, watertight boot, or any watertight connection arrangement approved by the Engineer that allows differential settlement of the pipe and manhole wall to take place. Page 45 (4) Air -entrained concrete shall be used in the production of all units. Air content shall be maintained within the range of five (5) to seven (7) percent (%). (5) A Certificate of Compliance shall be furnished with each shipment of precast manhole and catch basin sections stating that the materials furnished have been tested and are in compliance with the specification requirements. (6) Lift holes will not be permitted in precast manholes. D Mortar Mortar for use in masonry construction shall meet the requirements of MNDOT 2506.213 and ASTM C270. E Concrete Concrete used for cast -in-place masonry construction shall be produced and furnished in accordance with the provisions of MnDOT Specification 2461 for the mix design indicated in the Plans, Specifications, or Special Provisions. The requirements for Grade B concrete shall be met where a higher grade is not specified. Type 3, air -entrained, concrete shall be furnished and used in all structures having weather exposure. 2621.3 CONSTRUCTION REQUIREMENTS A Installation of Pipe and Fittings The Contractor shall take all necessary precautions to handle and install all pipe and appurtenances as recommended by the manufacturer, Engineer, Plans, Specifications, and the Special Provisions. Installation of PVC pipe and fittings for pressure sewer and forcemains shall meet the requirements of 2611.3 for watermain class pipe. Al Inspection and Handling Proper and adequate implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient prosecution of the work. During the process of unloading, all pipe and accessories shall be inspected by the Contractor for damage. The Contractor shall notify the Engineer of all material found to have cracks, flaws or other defects. The Engineer shall inspect the damaged materials and have the right to reject any materials found to be unsatisfactory. The Contractor shall promptly remove all rejected material from the site. All materials shall be handled carefully, as will prevent damage to protective coatings, linings, and joint fillings; preclude contamination of interior areas; and avoid jolting contact, dropping, or dumping. All work and materials are subject to tests by the Owner at such frequency as may be determined by the Engineer. While suspended and before being lowered into laying position, each pipe section and appurtenant unit shall be inspected by the Contractor to detect damage or unsound conditions Page 46 that may need corrective action or be cause for rejection. The Contractor shall inform the Engineer of any defects discovered and the Engineer will prescribe the required corrective actions or order rejection. Immediately before placement, the joint surfaces of each pipe section and fitting shall be inspected for the presence of foreign matter, coating blisters, rough edges or projections, and any imperfections so detected shall be corrected by cleaning, trimming, or repair as needed. A2 Pipe Laying Operations Trench excavation and bedding preparations shall proceed ahead of pipe placement as will permit proper laying and joining of the units at the prescribed grade and alignment without unnecessary deviation or hindrance. All foreign matter or dirt shall be removed from the inside of the pipe and fittings before they are lowered into position in the trench and they shall be kept clean. The sewer materials shall be carefully lowered into laying position by the use of suitable restraining devices. Under no circumstances shall the pipe be dropped into the trench. Unless otherwise permitted by the Engineer, bell and spigot pipe shall be laid with the bell ends facing upgrade and the laying shall start on the downgrade end and proceed upgrade. As each length of bell and spigot pipe is placed in laying position, the spigot end shall be centered in the bell and the pipe forced home and brought to correct line and grade. The pipe shall be secured in place with approved backfill material. Connection of pipe to existing lines or previously constructed manholes or catch basins shall be accomplished as shown in the Plans or as otherwise approved by the Engineer. Where necessary to make satisfactory closure or produce the required curvature, grade or alignment, deflections at joints shall not exceed that which will assure watertight joints and shall comply with the pipe manufacturer recommendations. Entrance of foreign matter into pipeline openings shall be prevented at all times to the extent that suitable plugs or covering can be kept in place over the openings without interfering with the installation operations. Installation of thermoplastic pipe shall conform to ASTM D-2321; FRP/GRP pipe to ASTM D3839, and the manufacturers' recommendations; ASTM A798 for CS pipe. A3 Connection and Assembly of Joints All pipe and fitting joints shall fit tightly and be fully closed. Spigot ends shall be marked as necessary to indicate the point of complete closure. All joints shall be soil tight and watertight in all sanitary sewer and storm sewer pipe. A4 Bulkheading Open Pipe Ends All pipe and fitting ends left open for future connection shall be bulkheaded by approved methods prior to backfilling. Unless otherwise specified or approved, all openings of twenty four inches (24") in diameter or less shall be closed off with prefabricated plugs or caps and all openings larger than twenty four inches (24") in diameter shall be closed off with masonry bulkheads. Page 47 Prefabricated plugs and caps shall be of the same material as the pipe material, or an approved alternate material, and they shall be installed with watertight seal as required for the pipeline joints. Masonry bulkheads shall be constructed with clay or concrete brick to a wall thickness of eight inches (8"). Bulkheads installed for temporary service during construction may be constructed with two inch (2") timber planking securely fastened together and adequately braced, as an alternate to the masonry construction. B Appurtenance Installations Appurtenance items such as aprons, trash guards, gates and castings shall be installed where and as required by the Plans and in accordance with such standard detail drawings or supplementary requirements as may be specified. Casting assemblies installed on manhole or catch basin structures shall be set in a full mortar bed and be adjusted to the specified elevation without the use of shims or blocking. Sewer aprons shall be subject to all applicable requirements for installation of pipe. All aprons and outfall end sections shall have the last three (3) sections tied. Two (2) tie bolt fasteners shall be placed in each of the last three joints, one on each side of top center at the sixty (60 degree point (from vertical). Tie bolt diameter shall be: 1/2 inch for 12" to and including 21" pipe; 5/8 inch for 24" to and including 36" pipe; 3/4 inch for 42" to and including 54" pipe; and 1" for 60" and larger pipe. The tie bolts shall be of a design approved by the Engineer. C Sewer Service Installations Main sewer service connections and building service sewer pipe shall be installed as provided for in the Contract and as may be directed by the Engineer. The sewer service connections and pipe lines shall be installed in conformance with all applicable requirements of the main sewer installation and as more specifically provided for herein. The Engineer, with the assistance of the Contractor, shall keep accurate records of all service installations as to type, location, elevation, point of connection and termination, etc. This service record shall be maintained jointly by the Contractor and Engineer on forms provided by the Engineer. The service installations shall not be backfilled until all required information has been obtained and recorded. The main sewer service connection shall consist of installing a Branch Tee or Wye section in the main sewer line at designated locations or providing an insert type Saddle Tee or Wye fitting in a pipe cut-out where specified. Orientation of service connection fitting shall be as shown in the standard drawings unless otherwise directed by the Engineer. Where the depth of cover over the main sewer invert is greater than fifteen (15) feet (or such other maximum as may be indicated), the service connection shall be extended upward by means of a Service Riser Section. Unless otherwise specified, service pipe shall be installed at right angles to the main sewer and at a straight line grade to the property line. The standard and minimum grades shall be a uniform rise of one inch (1 ") in four feet (4') (two percent (2%)) for sanitary service lines and one Page 48 inch (1 ") in eight feet (8') (one percent (1 %)) for storm sewer service lines. These minimum grades may be reduced (by not more than one-half (1/2) pitch) where the Engineer so approves in the case of restrictive elevation differences. Building service pipe lines shall generally be kept as deep as required to serve the building elevation and maintain the specified minimum pipe grades. Pipe bends shall be provided as necessary to bring the service lines to proper location and grade. Pipe bends shall not exceed twenty two and one half (22-1/2) degrees without approval of the Engineer. Unless otherwise indicated, service pipe installation shall terminate at property line or as designated on the Plans, with a gasketed plug placed in the end, at which point the Contractor shall furnish and set a four inch by four inch (4" x 4") wooden timber six feet (6') to eight feet (8') in length embedded four feet (4') below grade, or approved steel post to mark the exact end of pipe. The timber or post shall be set vertically, with the top two feet (2') painted green. Wherever service line connections to the main sewer are permitted or required to be made by the open cut-out method in the absence of a built-in Tee or Wye fitting, the connection shall be made by using an approved type of Saddle Tee or Wye fitting. The pipe cut-out shall be made with an approved type coring machine or by other approved methods producing a uniform, smooth circular cut-out as required for proper fit. The cut-out discs shall be retrieved and shall not be allowed to remain within the main sewer pipe. The Saddle Tee shall be securely fastened to the main sewer pipe by means of epoxy resin or other approved adhesive. The entire connection fitting shall be encased in concrete to a minimum thickness of six inches (6") and as may be shown in the standard drawings. Wherever service line connections to the main sewer are required to be made by means of built in Branch Tee or Wye fittings, the Contractor shall, in the absence of such fitting, remove a section of the main sewer pipe and replace it with the required Branch Tee or Wye section connected by means of an approved sleeve coupling. Sanitary sewer service lines shall not be connected to a manhole at an elevation more than twenty four inches (24") above the crown of the outgoing sewer. Where the elevation difference is greater than twenty four inches (24"), the connection shall be made by means of an Outside Drop Connection in accordance with the details shown in the standard drawings. All pipe and fitting openings at temporary terminal points shall be fitted with suitable plugs or shall be bulkheaded as required for the main sewer pipe. D Manhole and Catch Basin Structures Manholes, catch basins, and other special access structures shall be constructed at designated locations as required by the Plans and in accordance with any standard detail drawings or special design requirements given therefor. Unless otherwise specified or approved, storm sewer manholes and catch basins shall be constructed on a precast or cast -in-place concrete base and the barrel riser sections, and cone section shall all be of precast concrete. Sanitary sewer manholes shall be constructed with precast concrete integral base with pre -formed invert barrel section and with watertight boots at all pipe locations. All units shall be properly fitted and sealed to form a completely watertight structure. Manholes and catch basin structures shall be fabricated to provide a twelve inch (12") or sixteen inch (16") barrel section immediately below the cone or top slab whenever possible. Page 49 Barrel and cone height shall be such as to permit placement of at least two (2) and not more than six (6) standard two-inch (2") precast concrete or high density polyethylene adjusting immediately below the casting assembly. Sanitary manhole adjustment rings and casting flange shall be fitted with specified method/materials as indicated in the Special Provisions to reduce inflow and infiltration. Storm sewer manhole and drainage structure adjustment rings and casting flange shall be wrapped with a Type 2 Geotextile fabric meeting MnDOT 3733. Unless otherwise specified or approved, manholes and catch basins shall have an inside barrel diameter at the bottom of forty eight inches (48") minimum and the inside diameter at the top of the cone section and all adjusting rings shall be of the same size and shape as the casting frame. Casting assemblies shall be as specified in the Plans Concrete cast -in-place base shall be poured on undisturbed or firmly compacted foundation material which shall be trimmed to proper elevation. The bottom riser section shall be set in fresh concrete or mortar and all other riser section joints of the tongue and groove design shall be sealed with rubber gaskets. The concrete base under an outside drop connection shall be monolithic with the manhole base. Wherever special designs so require or permit, and as may be approved by the Engineer, a precast concrete base may be used or the structure may be constructed with solid sewer brick or block units or with cast -in-place concrete. Any combination of cast -in-place concrete and brick or block mortar construction will be allowed and may be required where it is impossible to complete the construction with standard precast manhole sections. All manhole and catch basin structure doghouses shall be completely filled with mortar, concrete masonry, or concrete to completely seal the pipes into the structure wall. When formed inverts are specified, the inside bottom of each manhole and catch basin shall be shaped with fresh concrete to form free flow invert troughs. When connecting to an existing sanitary sewer manhole without an existing opening for sewer pipe, the Contractor shall be required to core -drill an opening of the correct size and elevation for the proposed sanitary sewer facility. The Contractor shall set the connecting pipe through the full thickness of the wall flush with the inner face of the wall. Connection to the structure shall be made with a watertight joint, by means of a rubberized boot. The Contractor shall ensure the flow line of the manhole is constructed in a manner to provide steady flow from the new sanitary line to the existing sanitary line. The flow line and the core -drilled hole are to be grouted smooth. The Contractor shall install a plug in the connecting pipe once the connection is complete and construction has advanced to the next manhole to prevent rainwater or sediment from entering the existing system. The plug shall be removed once all the proposed sanitary sewer mains on the project have been installed, tested, inspected, and approved. E Sanitary Sewer Leakage Testing All sanitary sewer lines, including service connections, shall be substantially watertight and shall be tested for excessive leakage upon completion and before connections are made to the service by Others. Each test section of the sewer shall be subjected to exfiltration testing, either by hydrostatic or air test method as described below and at the Contractor's option. The requirements set forth for maximum leakage shall be met as a condition for acceptance of the sewer section represented by the test. Page 50 If the ground water level is greater than three feet above the invert elevation of the upper manhole and the Engineer so approves, infiltration testing may be allowed in lieu of the exfiltration testing, in which case the allowable leakage shall be the same as would be allowed for the Hydrostatic Test. All testing shall be performed by the Contractor without any direct compensation being made therefore, and the Contractor shall furnish all necessary equipment and materials, including plugs and standpipes as required. E1 Air Test Method Ela Gravity Sewers All gravity sanitary sewer lines, including service connections, shall be substantially watertight and shall be tested for excessive leakage upon completion and before connections are made to the service by Others. Each test section of the sewer shall be subjected to exfiltration testing by the ASTM F1417 (low pressure air) test method regardless of pipe material. The requirements set forth for maximum leakage shall be met as a condition for acceptance of the sewer section represented by the test. All testing shall be performed by the Contractor without any direct compensation being made therefore, and the Contractor shall furnish all necessary equipment and materials, including plugs and standpipes as required. The sewer pipe section under test shall be clean at the time of testing but the pipe may be wetted. Pneumatic balls shall be used to plug the pipe ends at manholes. Low pressure air shall be introduced to the plugged line until the internal air pressure reaches three and one half (3.5) psi greater than the average back pressure of any ground water pressure that may submerge the pipe. At least two (2) minutes shall be allowed for the air temperature to stabilize before readings are taken and the timing started. During this time the Contractor shall check all plugs to detect plug leakage. If plugs are found to leak, air shall be bled off, the plugs shall be retightened, and the air shall be reintroduced into the line. The sewer section under test will be accepted as having passed the air leakage test when the rate of air loss as measured by pressure drop, does not exceed a specified amount in a specified time. Pressure drop may be determined by using the table below, or calculated by use of the formulas provided below. Page 51 TABLE Minimum Specified Time Required for a 0.5 psig Pressure Drop for Size and Length of Pipe Indicated for Q = 0.0015 CFM/SF Pipe Minimum Length for Time for Diameter Time Min. Time increased Specification Time for Length (L) Shown (Min:Sec) (Inches) (Min:Sec) (Feet) Length (Sec) 100 Ft. 150 Ft. 200 Ft. 250 Ft. 300 Ft. 350 Ft. 400 Ft. 450 Ft. 4 1:5--� 597 0.190 L 1:53 1:53 1:53 1:53 1:53 1:53 1:53 1:53 6 2:50 398 0.427 L 2:50 2:50 2:50 2:50 2:50 2:50 2:51. 3:12 8 3:47 298 0.760 L 3:47 3:47 3:47 3:47 3:48 4:26 5:04 5:42 10 4:4--� 239 1.187 L 4:43 4:43 4:43 4:57 5:56 6:55 7:54 8:54 12 5:40 199 1.709 L 5:40 5:40 5:42 7:08 8:33 9:58 11:24 12:50 15 7:05 159 2.671 L 7:05 7:05 8:54 11:08 13:21 15:35 17:48 20:02 18 8:30 133 3.846 L 8:30 9:37 12:49 16:01 19:14 22:26 25:38 28:51 21 9:55 114 5.235 L 9:55 13:05 17:27 21:49 28:11 30:32 34:54 39:16 24 11:20 99 6.837 L 11:24 17:57 22:48 28:30 34:11 39:53 45:35 51:17 *27 12:45 88 8.653 L 14:25 21:38 28:51 36:04 43:18 50:30 57:42 64:54 *30 14:10 80 10.683 L 17:48 26:43 35:37 44:31 53:25 62:19 71:131 80:07 *33 15:35 72 12.926 L 21:33 32:19 43:56 53:52 64:38 75:24 86:10 96:57 *36 17:00 66 15.384 L 25:39 38:28 51:17 64:06 76:55 89:44 102:34 115:23 *NOTE - Consult with pipe and appurtenance manufacturer for maximum test pressure for pipe size greater than twenty four inches (24") in diameter. FORMULA The formula below calculates the specified minimum time required for a 1.00 psig pressure drop from a starting pressure of 3.5 psig to a final pressure of 2.5 psig using a leakage rate of 0.0015 cubic feet/minute/square foot of internal surface. Calculate all test times by the following formula: T= 0.085 DK/Q where: T = shortest time allowed for the air pressure to drop 1.0 psig, sec. K = 0.000419 DL but not less than 1.0, Q = leak rate = 0.0015 CFM/SF, D = measured average inside diameter of sewer pipe, in., and L = length of test section, ft. E2 Hydrostatic Test Method E2a Gravity Sewers After bulkheading the test section, the pipe shall be subjected to a hydrostatic pressure produced by a head of water at a depth of three feet (3') above the invert elevation of the sewer at the upstream manhole of the test section. In areas where ground water exists, this head of water shall be three feet (3') above the existing water table. The water head shall be maintained for a period of one (1) hour during which time it will be presumed that full absorption of the pipe body has taken place, and thereafter for an extended period of one (1) hour the water head shall be maintained as the test period. During the test Page 52 period, the measured water loss within the test section, including service stubs, shall not exceed an infiltration / exfiltration rate of thirty five (35) gallons / inch diameter / mile / day. If measurements indicate exfiltration within a test action section is not greater than the allowable maximum, the section will be accepted as passing the test. E2b Pressure Sewers For sewers designated as pressure pipe sewers, the sewer shall be subjected to hydrostatic testing under 2611.3G Hydrostatic Testing of Watermains, except the hydrostatic testing pressure shall be two (2) times the maximum design operating pressure, but not less than one hundred (100) psig and the duration of the test shall be one hour. E3 Test Failure and Remedy In the event of test failure on any test section, testing shall be continued until all leakage has been detected and corrected to meet the requirements. All repair work shall be subject to approval of the Engineer. Introduction of sealant substances by means of the test water will not be permitted. Unsatisfactory repairs or test results may result in an order to remove and replace pipe as the Engineer considers necessary for test conformance. All repair and replacement work shall be at the Contractor's expense. F Deflection Test Deflection tests shall be performed on all plastic gravity sewer pipes. The test shall be conducted after the sewer trench has been backfilled to the desired finished grade and has been in place for thirty (30) days. The deflection test shall be performed by pulling a rigid ball or nine -point mandrel (MnDOT Technical Memorandum 98-24-B-01 or latest revision) through the pipe without the aid of mechanical pulling devices. The ball or mandrel shall have a minimum diameter equal to ninety five percent (95%) of the actual inside diameter of the pipe. The maximum allowable deflection shall not exceed five percent (5%) of the pipe's internal diameter. The line will be considered acceptable if the mandrel can progress through the line without binding. The time of the test, method of testing, and the equipment to be used for the test shall be subject to the approval of the Engineer. All testing shall be performed by the Contractor at his expense without any direct compensation being made therefore, and he shall furnish all necessary equipment and materials required. F1 Test Failure and Remedy In the event of test failure on any test section, the section shall be replaced, with all repair work subject to approval of the Engineer. The replaced section shall be retested for leakage and deflection in conformance with the specifications contained herein. All repairs, replacement, and retesting shall be at the Contractor's expense. Page 53 G Televising Sewer line televising may be required by the Engineer, at the cost of the Contractor, if visual inspection, leakage testing, or deflection testing indicate the sewer has not been constructed in accordance with these specifications and the requirements of the Plans, Specifications, and Special Provisions. 2621.4 METHOD OF MEASUREMENT All items will be measured separately according to design designation as indicated in the Pay Item name and as may be detailed and defined in the Plans, Specifications, or Special Provisions. Complete -in-place items shall include all component parts thereof as described or required to complete the unit, but excluding any excesses covered by separate Pay Items. Linear measurement of piping will include the running length of any special fittings (tees, wyes, elbows, gates, etc.) installed within the line of measure between specified terminal points. A Sewer Pipe Sewer pipe of each design designation will be measured by length in linear feet along the line of pipe. Terminal points of measurement will be the pipe end at free outlets; the point of connection with in-place pipe; the center of manholes or catch basins; the point of centerline intersections at branch fittings; or the point of juncture with other appurtenances or units as defined. Separation of quantities according to "depth zone classification", when so designated in the Pay Item, will be determined by depth of pipe invert below the ground surface profile. B Manholes Manholes of each design designation will be measured by number of each constructed complete -in-place, including the base and castings as required, but excluding any excess depth greater than eight feet (8') measured from top of manhole cover to invert elevation of lowest pipe. Excess manhole depth of each design designation will be measured by the linear foot difference in depth between the eight feet (8') allowed as standard and the actual increased depth as constructed. C Catch Basins Catch basins of each design designation will be measured by number of each constructed complete -in-place, including the base and castings as required, but excluding any excess depth greater than five feet (6) measured from top of grate (low point) to invert elevation of lowest outlet pipe. Excess catch basin depth of each design designation will be measured by the linear foot difference in depth between the five feet (6) allowed as standard and the actual increased depth as constructed. Page 54 D Outside Drop Connection Outside drop connections of each design will be measured by linear foot constructed complete - in -place, and shall include granular encasement, fittings, any special piping required, including coring holes and watertight boots for existing manholes for the drop connection. Measurement shall be made vertically from the invert of the lower outside drop invert to the upper outside drop invert. E Service Connection Service Connections of each design will be measured by number of each constructed complete - in -place as specified. F Service Pipe Service pipe of each design will be measured separately by length in linear feet, horizontally along the line of installation, between the service end and the point of juncture with the main pipe connection fitting. G Special Pipe Fittings Special pipe fittings (wyes, tees, bends, etc.) of each design designation will be measured by number of each installed complete -in-place as specified, but excluding any such fittings required to be installed as a component part of any other Work Unit. H Appurtenant Items Appurtenant items such as aprons, trash guards, gates and other prefabricated units or assemblies as identified by Pay Item name will be measured separately by number of each installed complete -in-place as specified. 2621.5 BASIS OF PAYMENT Payment for sewer pipe and service pipe items at the Contract prices per linear foot of pipe of each design shall be compensation in full for all costs of providing a complete -in-place pipeline, including excavation, foundation preparation, backfilling, leakage testing, restoration of surface improvements, disposal of surplus or waste materials, final cleanup, and such other work as may be specified, but excluding the construction of other structures or special sections and the placement of special fittings, appurtenances or materials specifically designated for payment under other Contract Items. Payment for manhole, catch basin, outside drop connection, service connection, and other structures as specified, at the Contract prices per structure, shall be compensation in full for all costs of constructing each unit complete -in-place as specified, including all required castings, special fittings, base or encasement, and appurtenant materials as specified for the complete structure or section, but excluding such additional work as may be designated for payment under other Contract Items. Where the specified standard manhole, catch basin, or outside drop connection depths are exceeded, the excess depth of each design will be paid for separately as linear footage items Page 55 and payment at the Contract prices therefor shall be compensation in full for all costs of providing the extra depth. Special pipe fittings such as wyes, tees and bends will be paid for as separate Contract Items to the extent they are required to be installed in the sewer pipe and service pipe lines and not as a component part of a complete -in-place structure (outside drop connections, service connections, etc.) Appurtenant items such as aprons, trash guards, drainage gates, and other prefabricated units or assemblies and specials as designated will be paid for as separate Contract Items to the extent they are not included as a component part of any complete -in-place structure. Page 56 SECTION 2631 CIPPS — STANDARD SPECIFICATIONS FOR SEWER PIPE REHABILITATION WITH CURED IN-PLACE PIPE SYSTEMS (CIPPS) 2631.1 CIPPS DESCRIPTION A General This work shall consist of the rehabilitation of pipelines and conduits by the installation of a resin -impregnated flexible tube Cured -In -Place Pipe System (CIPPS). The rehabilitation of pipelines shall be constructed by the installation of a resin -impregnated flexible tube which, when cured, shall be continuous and tight -fitting throughout the entire length of the original pipe. The CIPP shall extend the full length of the original pipe and provide a structurally sound, joint less and watertight new pipe within the existing pipe. The Contractor is responsible for proper, accurate and complete installation of the CIPP using the system selected by the Contractor. Neither the CIPP system, nor its installation, shall cause adverse effects to any downstream facilities. The use of the product shall not result in the formation or production of any detrimental compounds or by-products that may affect downstream structures, pups, pipe, equipment and wastewater treatment facilities. The Contractor shall notify the Engineer and identify any by- products produced as a result of the installation operations, test and monitor the levels, and comply with any and all local waste discharge requirements. The Contractor shall cleanup, restore existing surface conditions and structures, and repair any of the CIPP system determined to be defective. The Contractor shall conduct installation operations and schedule cleanup in a manner to cause the least possible obstruction and inconvenience to traffic, pedestrians, businesses, and residents. The use of the term "Plans, Specifications, and Special Provisions" within this specification shall be construed to mean those documents which compliment, modify, or clarify these specifications and are an enforceable component of the Contract Documents. All references to MnDOT Specifications shall mean the latest published edition of the Minnesota Department of Transportation "Standard Specifications for Construction", and all supplements and amendments thereto, published prior to the date of advertisement for bids. All references to other Specifications of AASHTO, ASTM, ANSI, AWWA, etc. shall mean the latest published edition available on the date of advertisement for bids. The following specifications have been referenced in this Specification ASTM - F1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin -Impregnated Tube ASTM - F1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pull in and inflate and Curing of a Resin -Impregnated Tube ASTM - D543 Standard and Practice for Evaluating the Resistance of Plastics to Chemical Reagents ASTM - D638 Standard Test Method for Tensile Properties of Plastics Page 57 ASTM - D790 Standard Test Methods for Flexural Properties of Un -reinforced and Reinforced Plastics and Electrical Insulating Materials ASTM - D792 Standard Test Methods for Density and Specific Gravity of Plastics by displacement. ASTM - F2019-03 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured -in - Place Thermosetting Resin Pipe (CIPP) ASTM - D2122-98(2004) Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings ASTM - D2990 Standard Test Methods for Tensile, Compressive, and Flexural Creep and Creep -Rupture of Plastics ASTM - D5813 Standard Specification for Cured -in Place Thermosetting Resin Sewer Pipe B Qualifications The Contractor shall be responsible for all aspects of the design of the liner pipe. The Contractor shall guarantee that the installed liner is capable of sustaining outside loads, resist chemical attack that normally occurs in sanitary and storm sewer systems, and will maintain hydraulic characteristics over a fifty (50) year design life. Unless provided otherwise in the plans or Special Provisions, the existing sewer pipe shall be considered to be in a fully deteriorated condition, is not structurally sound, and cannot support soil and live loads. The cured -in-place pipe shall be designed to support hydraulic, soil, and live loads. The sewer products are intended to have a fifty (50) year or greater design life, and in order to minimize the Owner's risk, only proven products with substantial successful long term track records will be approved. 1131 Manufactured Products and Installation Contractors must meet all of the following criteria: a. For a Product to be considered acceptable, a minimum of 100,000 linear feet or two hundred fifty (250) manhole -to -manhole line sections of successful wastewater collection system installations in the U.S. must be documented to the satisfaction of the Engineer. In addition, at least 50,000 linear feet of the product shall have been in successful service within the State for a minimum of five (5) years. b. The Contractor's personnel must satisfy all insurance, financial, and bonding requirements of the Owner, and must have had at least 5 (five) years active experience in the commercial installation of the product bid. In addition, the Contractor's personnel must have successfully installed at least 100,000 feet of the same product bid. The Field Supervisor/Foreman shall have a minimum five (5) years as a foreman/superintendent for a cured -in-place lining crew (installing actual Page 58 product included with this bid/proposal), and a minimum of 100,000 lineal feet of cured -in-place lining, diameters up to and including twenty-four inches (24") installed under his/her supervision. Such experience shall include the actual product, by trade name, Contractor proposes to install. Acceptable documentation of these minimum installations must be submitted to the Engineer. c. Sewer rehabilitation products submitted for approval must provide Third Party Test Results supporting the long term performance and structural strength of the product and such data shall be satisfactory to the Engineer. Test samples shall be prepared so as to simulate installation methods and trauma of the product. No product will be approved without independent third party testing verification. 2631.2 CIPPS MATERIALS A General All materials required for this work shall be new material conforming to requirements of the referenced specifications for the class, kind, type, size, grade, and other details indicated in the Contract. Unless otherwise indicated, all required materials shall be furnished by the Contractor. If any options are provided for, as to type, grade, or design of the material, the choice shall be limited as may be stipulated in the Plans, Specifications, or Special Provisions. All manufactured products shall conform in detail to such standard design drawings as may be referenced or furnished in the Plans. Otherwise, the Owner may require advance approval of material suppliers, product design, or other unspecified details as it deems desirable for maintaining adopted standards. All materials shipped to the project site shall be accompanied by test reports certifying that the material conforms to the ASTM standards listed herein. Materials shall be shipped, stored, and handled in a manner consistent with written recommendations of the CIPP manufacturer to avoid damage. Damage includes but is not limited to, gouging, abrasion, flattening, cutting, puncturing, and ultra -violet (UV) degradation. All damaged materials shall be promptly removed from the project site at no cost to the Owner. On site material storage locations shall be approved by the Engineer. Al CIPPS Fabric Tube The CIPPS fabric "Tube" shall consist of one or more layers of absorbent non -woven felt fabric, felt/fiberglass or fiberglass and meet the requirements of ASTM F 1216, ASTM F 1743, ASTM D 5813 & ASTM F2019. The fabric Tube shall be capable of absorbing and carrying resins, manufactured to withstand installation pressures and curing temperatures, have sufficient strength to bridge missing pipe segments, and stretch to fit irregular pipe sections. The fabric Tubes shall have a uniform thickness that when compressed at installation pressures will equal the specified nominal tube thickness. The wet -out fabric tube shall have a uniform thickness and excess resin distribution that when compressed at installation pressures will meet or exceed the design thickness after cure. The fabric tube shall be manufactured to a size and length that when installed will tightly fit the internal circumference and length of the original pipe. Allowance shall be made for Page 59 circumferential stretching during installation. The tube shall be properly sized to the diameter of the existing pipe and the length to be rehabilitated and be able to stretch to fit irregular pipe sections and negotiate bends. The Contractor shall determine the minimum tube length necessary to effectively span the designated run between manholes. The Contractor shall verify the lengths in the field prior to ordering and prior to impregnation of the tube with resin, to ensure that the tube will have sufficient length to extend the entire length of the run. The Contractor shall also measure the inside diameter of the existing pipelines in the field prior to ordering liner so that the liner can be installed in a tight -fitted condition. Overlapped layers of felt in longitudinal seams that cause lumps in the final product shall not be allowed. The minimum length of the fabric tube shall be that deemed necessary by the installer to effectively span the distance from the starting manhole to the terminating manhole or access point, plus that amount required to run-in and run -out for the installation process. The outside and/or inside layer of the fabric tube (before inversion/pull-in, as applicable) shall be coated with an impermeable, flexible membrane that will contain the resin and facilitate, if applicable, vacuum impregnation and monitoring of the resin saturation during the resin impregnation (wet -out) procedure. No material shall be included in the fabric tube that may cause de -lamination in the cured CIPP. No dry or unsaturated layers shall be acceptable upon visual inspection as evident by color contrast between the felt fabric and the activated resin containing a colorant. The tube shall be homogeneous across the entire wall thickness containing no intermediate or encapsulated elastomeric layers. No materials shall be included in the tube that is subject to delamination in the CIPPS. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective color so that a clear detailed examination with closed circuit television inspection equipment may be made. The hue of the color shall be dark enough to distinguish a contrast between the fully resin saturated felt fabric and dry or resin lean areas. Seams in the fabric tube, if applicable, shall meet the requirements of ASTM D5813. The outside of the fabric tube shall be marked every five feet (5) with the name of the manufacturer or CIPP system, manufacturing lot and production footage. The nominal fabric tube wall thickness shall be constructed to the nearest 0.5 mm increment, rounded up from the design thickness for that section of installed CIPP. Wall thickness transitions, in 0.5 mm increments or greater as appropriate, may be fabricated into the fabric tube between installation entrance and exit access points. The quantity of resin used in the impregnation shall be sufficient to fill all of the felt voids for the nominal felt thickness. The resin shall be a corrosion resistant polyester or vinyl ester resin and catalyst system that when properly cured within the tube composite meets the requirements of ASTM F1216, ASTM F1743 or F2019, the physical properties herein, and those, which are to be utilized in the design of the CIPP for this application. The resin shall produce CIPP which will comply with or exceed the structural and chemical resistance requirements of this specification. Page 60 A2 CIPPS Structural Requirements The physical properties and characteristics of the finished liner will vary considerably, depending on the types and mixing proportions of the materials used, and the degree of cure executed. It shall be the responsibility of the Contractor to control these variables and to provide a CIPP system which meets or exceeds the minimum properties specified herein: 1. The CIPP shall be designed as per ASTM standards. The CIPP design shall assume no bonding to the original pipe wall. 2. The design engineer shall set the long term (fifty (50) year extrapolated) Creep Retention Factor at thirty three percent (33%) of the initial design flexural modulus as determined by ASTM D-790 test method. This value shall be used unless the Contractor submits long term test data (ASTM D2990) to substantiate a higher retention factor. 3. The layers of the cured CIPP shall be uniformly bonded. It shall not be possible to separate any two (2) layers with a probe or point of a knife blade so that the layers separate cleanly or the probe or knife blade moves freely between the layers. If separation of the layers occurs during testing of field samples, new samples will be cut from the work. Any reoccurrence may cause rejection of the work. Minimum Physical Properties: The cured pipe material (CIPP) shall, at a minimum, meet or exceed the structural properties, as listed in the table below. The required structural CIPP wall thickness shall be based as a minimum, on the physical properties listed above and in accordance with the Design Equations in the appendix of ASTM F 1216, and the following design parameters: Design Safety Factor 2.0 1.5 For Pipes 36" Or Larger) Cured Cured Composite Property Test Method Composite Per Per Design Groundwater Depth As Specified Or Indicated On The Plans ASTM F1216 As Specified Or Indicated On The Plans Flexural Modulus Of Elasticity (Short ASTM D- 250,000 Psi Contractor Value Term) 790 Flexural Strength (Short Term) A90TM D 4,500 Psi Contractor Value The required structural CIPP wall thickness shall be based as a minimum, on the physical properties listed above and in accordance with the Design Equations in the appendix of ASTM F 1216, and the following design parameters: Design Safety Factor 2.0 1.5 For Pipes 36" Or Larger) Creep Retention Factor 33% Ovality 2% Or As Measured By Field Inspection Constrained Soil Modulus Per AASHTO LRFD Section 12 And AWWA Manual M45 Groundwater Depth As Specified Or Indicated On The Plans Soil Depth (Above The Crown) As Specified Or Indicated On The Plans Live Load H2O Highway Soil Load (Assumed) 120 Lb/Cu. Ft. Minimum Service Life 50 Years The Contractor shall submit, prior to installation of the lining materials, certification of compliance with these specifications and/or the requirements of the pre -approved CIPP system. Page 61 Certified material test results shall be included that confirm that all materials conform to these specifications. Materials not complying with these requirements will be rejected. CIPP Short -Liners or segmental liners shall be of the same materials and meet the structural requirements of the full CIPP Tube liner. A3 Material Testing Requirements 1. Chemical Resistance - The CIPP shall meet the chemical resistance requirements of ASTM F1216, Appendix X2. CIPP samples for testing shall be of tube and resin system similar to that proposed for actual construction. It is required that CIPP samples with and without plastic coating meet these chemical testing requirements. 2. Hydraulic Capacity - Overall, the hydraulic profile shall be maintained as large as possible. The CIPP shall have a minimum of the full flow capacity of the original pipe before rehabilitation. Calculated capacities may be derived using a commonly accepted roughness coefficient for the existing pipe material taking into consideration its age and condition. 3. CIPP Field Samples - When requested by the Owner, the Contractor shall submit test results from field installations in the USA of the same resin system and tube materials as proposed for the actual installation. These test results must verify that the CIPP physical properties specified in above have been achieved in previous field applications. Samples for this project shall be made and tested as described herein. 2631.3 CIPPS CONSTRUCTION REQUIREMENTS The Contractor shall clean the interior of the existing host pipe prior to installation of the CIPP liner. All debris and obstructions that will affect the installation and the final CIPP product shall be removed and disposed of. The CIPP liner shall be constructed of materials and methods, that when installed, shall provide a joint less and continuous structurally sound liner able to withstand all imposed static and dynamic loads on a long-term basis. A Installation of CIPPS Al Access It will be the responsibility of the Owner to locate and designate all manhole access points open and accessible for the work, and provide rights of access to these points. If a street must be closed to traffic because of the orientation of the sewer, the Contractor shall institute the actions necessary to do this for the mutually agreed time period. Traffic Control shall be the responsibility of the Contractor and shall conform to the latest revision of the MMUTCD and other provisions of this specification herein. The Contractor shall keep the roadway open to traffic at all times unless given prior approval by the Engineer. A2 Water Usage Water is available from the City at designated locations for cleaning, inversion, and other work items requiring water. Use of an approved double check backflow assembly shall be required. The Contractor shall provide his own approved assembly. The Contractor may use City water Page 62 but shall inform the Public Works Department of such use and obtain a meter for documenting water usage. No fees will be charged for water. A3 Cleaning of Sewer Lines The Contractor shall remove all internal debris from the pipe line that will interfere with the installation and the final product delivery of the CIPP as required in these specifications. Solid debris and deposits shall be removed from the system and disposed of properly by the Contractor. Moving material from manhole section to manhole section shall not be allowed. As applicable the contractor shall either plug or install a flow bypass pumping system to properly clean the pipe lines. The Contractor shall ensure that no debris is transferred downstream during cleaning operations. The Contractor shall use a vacuum vehicle or similar means to remove debris during cleaning operations. Precaution shall be taken, by the Contractor in the use of cleaning equipment to avoid damage to the existing pipe. The repair of any damage, caused by the cleaning equipment, shall be the responsibility of the Contractor. Disposal of the cleaning debris shall be in accordance with local, State and Federal Law and shall be incidental to the CIPPS. A4 Bypassing Wastewater The Contractor shall provide a by-pass for the flow of existing mainline and service connection effluent around the section or sections of pipe designated for CIPP installation. Installation of the liner shall not begin until the Contractor has installed a sewage by-pass system and all pumping facilities have been installed and tested under full operating conditions including the bypass of mainline and side sewer flows. Once the lining process has begun, existing sewage flows shall be maintained, until the resin/felt tube composite is fully cured, cooled down, fully televised and the CIPP ends finished. The Contractor shall coordinate sewer bypass and flow interruptions with the Engineer at least fourteen (14) days in advance and with the property owners and businesses at least three (3) business days in advance. The pump and bypass lines shall be of adequate capacity and size to handle peak flows. The Contractor shall submit a detail of the bypass plan and design to the Engineer prior to proceeding with any CIPP installation. Compensation for by-pass pumping and all associated plans and approvals shall be included in the price bid for CIPPS Installation. A5 Inspection of Pipelines Inspection of pipelines shall be performed by experienced personnel trained in locating breaks, obstacles, and service connections by closed circuit television. The interior of the pipeline shall be carefully inspected to determine the location of any conditions which may prevent proper installation of the CIPPS into the pipelines and it shall be noted so that these conditions can be corrected. A videotape and suitable log shall be kept for later reference by the Owner. The Owner has copies of a video inspection of the sewers to be relined, and these are available for prospective bidders. However, since the deterioration of sewer is an ongoing process, and roots, solids, and deposits can accumulate over time, the Contractor shall base the design of the liner on inspections made immediately prior to installation. A6 Line Obstructions It shall be the responsibility of the Contractor to clear the line of obstructions such as solids and roots that will prevent the insertion of CIPP. If pre -installation inspection reveals an obstruction such as a protruding service connection, dropped joint, or a collapse that will prevent the Page 63 inversion process, that was not evident on the pre-bid video and it cannot be removed by conventional sewer cleaning equipment, if directed by the Owner, the Contractor shall make a point repair excavation to uncover and remove or repair the obstruction. Such excavation shall be approved in writing by the Owner's representative prior to the commencement of the work and shall be considered as a separate pay item. A7 Public Notification The Contractor shall make every effort to maintain service usage throughout the duration of the project. In the event that a service will be out of service, the maximum amount of time of no service shall be eight (8) hours for any property served by the sewer. A public notification program shall be implemented, and shall as a minimum, require the Contractor to be responsible for contacting each home or business connected to the sanitary sewer and informing them of the work to be conducted, and when the sewer will be off-line. The Contractor shall also provide the following: 1. Written notice to be delivered to each home or business the day prior to the beginning of work being conducted on the section, and a local telephone number of the Contractor they can call to discuss the project or any problem which could arise. 2. Personal contact with any home or business, which cannot be reconnected within the time stated in the written notice. The Contractor shall be responsible for confirming the locations of all branch service connections prior to installing and curing the CIPP. A8 Liner Installation CIPP installation shall be in accordance with the applicable ASTM standards with the following modifications: The wet -out tube shall be positioned in the pipeline using the method specified by the manufacturer. Care should be exercised not to damage the tube as a result of installation. The tube should be pulled -in or inverted through an existing manhole or approved access point and fully extend to the next designated manhole or termination point. If pulled into place, a power winch should be utilized and care should be exercised not to damage the tube as a result of pull -in friction. 2. Prior to installation and as recommended by the manufacturer remote temperature gauges or sensors shall be placed inside the host pipe to monitor the temperatures during the cure cycle. Liner and/or host pipe interface temperature shall be monitored and logged during curing of the liner. 3. Curing shall be accomplished by utilizing the appropriate medium in accordance with the manufacturer's recommended cure schedule. The curing source or in and output temperatures shall be monitored and logged during the cure cycles. The manufacturer's recommended cure schedule shall be used for each line segment installed, and the liner wall thickness and the existing ground conditions with regard to temperature, moisture level, and thermal conductivity of soil, per ASTM as applicable, shall be taken into account by the Contractor. Page 64 4. The Contractor shall remove protruding taps to the inside wall of the pipe. In no case shall the pipe be less than ninety five percent (95%) open to flow. A9 Resin Impregnation The quantity of resin used for tube impregnation shall be sufficient to fill the volume of air voids in the tube with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the original pipe wall. A vacuum impregnation process shall be used. To insure a through wet -out, the point of vacuum shall be no further than twenty five feet (25) from the point of initial resin introductions. After vacuum in the tube is established, the vacuum points shall be no further than seventy five feet (76) from the leading edge of the resin. The leading edge of the resin slug shall be as near to perpendicular to the longitudinal axis of the tube as possible. A roller system shall be used to uniformly distribute tie resin throughout the tube. If the Installer proposes an alternate method of resin impregnation, the method must produce the same results and the method approved by the Engineer. A10 Cool Down The Contractor shall cool the CIPP in accordance with the manufacturer's recommendations. Temperatures and curing data shall be monitored and recorded, by the Contractor, throughout the installation process to ensure that each phase of the process is achieved as approved in accordance with the CIPP System manufacturer's recommendations. All Finishing Operations The installed CIPP shall be continuous over the entire length of a sewer line section and be free from visual defects such as foreign inclusions, dry spots, pinholes, major wrinkles and delamination. The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to inside the lined pipe. Any defect, which will or could affect the structural integrity or strength of the linings, shall be repaired at the Contractor's expense. The beginning and end of the CIPP shall be sealed to the existing host pipe. The sealing material shall be compatible with the pipe end and shall provide a watertight seal. If any of the service connections leak water between the host pipe and the installed liner, the connection mainline interface shall be sealed to provide a watertight connection. If the wall of the CIPP leaks, it shall be repaired or removed and replaced with a watertight pipe as recommended by the manufacture of the CIPP system. At all points where the liner pipe has been exposed (such as service connection fittings, or other points where the old pipe must be removed), the liner pipe and fittings shall be encased in cement -stabilized sand or other high density material as specified by the Engineer to prevent deflection due to difference in subsidence. After the encasement material is in place and accepted by the Engineer, backfill is placed and compacted to require finish grade in accordance with the specifications. Particular care should be taken to ensure compaction of earth beneath the lateral/service pipe in order to reduce subsidence and resultant bending at the lateral connection at the sewer main. Al2 Manhole Connections A seal, consisting of a resin mixture or hydrophilic seal compatible with the installed CIPP shall be applied at manhole walls in accordance with the CIPP System manufacturer's recommendations. Page 65 A13 Reconnections of Existing Services Services shall be identified by the Contractor prior to lining work. After the pipe has been reconstructed and tested, the service connections shall be reconnected. It is the Contractor's responsibility to make sure that all service connections are reconnected, unless otherwise directed by the Engineer. A CCTV camera and remote cutting tool shall be used for internal reconnections. The machined opening shall be at least ninety five percent (95%) of the service connection opening and the bottom of both openings must match. The opening shall not be more than one hundred percent (100%) of the service connection opening. The edges of the opening shall not have pipe fragments or liner fragments, which may obstruct flow or snag debris. In the event that service reinstatements result in openings that are greater than one hundred percent (100%) of the service connection opening, the Contractor shall install a CIPP type repair, sufficiently in size to completely cover the over -cut service connection. No additional compensation will be paid for the repair of over -cut service connections. Discs of pipe material resulting from service tap cutting shall be collected at the next manhole downstream of the pipe rehabilitation operation prior to leaving the site. Discs shall not be allowed to pass through the system. A14 CIPP Short -Liner The CIPP short -liner shall meet the requirements of the full length CIPP liner and the following: 1. The Short -Liner shall be inserted into the existing sewer line with a power winch and steel cable attached to the end of the liner by use of an appropriate pulling head. Length of the liner to be inserted at any one time shall be governed by the length of the section in need of repair or the maximum length of the installation equipment considering the size and condition of the sewer. 2. A mobile installation unit shall be brought to the site ready to process the liner. The installation unit shall contain heat generating equipment, CCTV facility and other auxiliary miscellaneous equipment necessary for controlling processing of the Short - Liner pipe. The equipment shall be positioned next to the point of entry with minimum obstruction to the other side activities and shall be operated by trained personnel only. 3. The pressure shall be increased to compensate for the heating -cooling transition and it shall be maintained until the temperature at the lowest critical point is 100° F (38° C). This shall constitute completion of the Short -Liner pipe processing. The pipe within the pipe shall be tight fitting and adapted to the existing sewer pipe. B TESTING AND INSPECTION 1131 Testing CIPP samples shall be prepared and tested in accordance with ASTM F1216, Section 8.1, using either method proposed. Leakage testing of the CIPP shall be accomplished during cure while under a positive head. CIPP products in which the pipe wall is cured while not in direct contact with the pressurizing fluid (e.g., a removable bladder) must be tested by an alternative method approved by the Engineer. Page 66 B2 Inspection Visual inspection of the CIPP shall be in accordance with ASTM F1216, Section 8.4. The relined pipe shall be continuous without joints through the entire pipe length. The liner shall be free of all visible defects except those resulting from pre -lined conditions which the Contractor has noted prior to lining. There shall be no pits, pinholes, cracks, or crazing, and the surface shall be smooth and free of waviness throughout the pipe. Any defects shall be repaired by the Contractor with no expense to the Owner. Where leakage is observed through the wall of the pipe, the contractor shall institute additional testing including but not limited to air testing, localized testing and any other testing that will verify the leak proof integrity of the installed CIPP to the satisfaction of the Owner. B3 Televising Prior to final acceptance of any sanitary sewer relining including short -liners, the Contractor shall inspect by means of remote closed circuit television equipment the entire segment of sanitary sewer, manhole -to manhole. Sewer shall be cleaned prior to inspection. A videotape of the inspection shall be furnished to the City. The following conditions shall apply to the sewer acceptance TV inspection: 1. The videotape shall be in a format to be decided by the Owner, that creates high quality picture and sound and shall be recorded in color. 2. The TV camera shall be pulled through the sewer at a maximum rate of thirty five feet (35') per minute. 3. The camera shall be pulled downstream in all cases. 4. The lens of the camera shall be cleaned at each manhole or when directed by the Owner. 5. The recording shall have an on-screen display showing the following: a. Upstream and downstream manhole numbers b. Footage from the upstream manhole C. Inspection date 6. Sewers shall not be televised within forty eight (48) hours of a rainfall event greater than one half inch ('/2"). 7. The CIPPS shall be re -televised one (1) month prior to expiration of the one-year warranty. A videotape and written report shall be supplied to the City. 2631.4 CIPPS METHOD OF MEASUREMENT Measurement for CIPP Lining shall be on a linear foot basis, to the nearest whole foot, measured from center of manhole to center of manhole. Page 67 2631.5 CIPPS BASIS OF PAYMENT The proposal form shall cover all work shown on the contract drawings, specifications, and Special Provisions. All costs associated with the work including furnishing of all materials, providing all construction and equipment, and performing all necessary labor, coordination, supervision, and management to fully complete the work, shall be included in the unit or lump sum prices quoted in the proposal form. This work shall include restoration of all surfaces to their original condition or better. Reconnection of all existing services shall be considered incidental to the CIPPS. All work not specifically set forth as a pay item in the proposal form shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the amounts and prices submitted in the proposal form. The following methods of measurement for payment will be used to derive the quantities installed: 1. Site Protection and Restoration a) No separate payment will be made for protection and restoration of roadway surfaces, curb and gutter, landscaping, and other site features unless otherwise specified. 2. Spot Repair to existing pipe a) Bid items have been provided in the proposal for removal and replacement of pipe as Spot or Point Repairs. No additional compensation will be granted for repairs. 3. Cured -in -Place Pipe System (CIPPS) a) Payment shall be made at the unit price as listed on the proposal. All work related to the cleaning, installation and acceptance of the system as a whole shall be considered incidental to CIPPS installation. b) Payment for re -instatement of services shall be at the unit price listed on the proposal per each service, and shall be compensation in full for all materials, labor, equipment, and maintenance necessary to complete the work as required by the plans or required by the Engineer. c) Payment for Short -Liner installations shall be made at the unit price listed on the proposal and shall be compensation in full for all materials, labor, equipment, and maintenance necessary to complete the work as required by the plans or required by the Engineer. Page 68 SECTION 2641 — STANDARD SPECIFICATIONS FOR PIPELINE REHABILITATION BY PIPE BURSTING 2641.1 DESCRIPTION A General All references to MnDOT Specifications shall mean the latest published edition of the Minnesota Department of Transportation "Standard Specifications for Construction", and all supplements and amendments thereto, published prior to the date of advertisement for bids. This specification shall cover the rehabilitation of existing gravity and pressure utility pipelines using pipe bursting methods. Pipe bursting is a process by which the bursting unit fractures the existing pipe while simultaneously installing a new pipe of the same size or larger size pipe in the place of the existing pipe. Existing lateral and service connections are disconnected prior to mainline pipe bursting to reduce lateral pipe/service pipe damage, then reconnected after testing and disinfection of the new pipe as applicable is approved, television inspection of the new pipe is performed, and the installation is completed in accordance with the contract documents. 2641.2 QUALIFICATIONS The Contractor shall be certified by the particular Pipe Bursting System Manufacturer as a fully trained installer of the pipe bursting system. The Contractor shall provide certifications of training and proficiency in the use of the equipment. Only the Contractor's employees that are trained and certified shall operate the equipment. The Contractor shall have a minimum of five (5) years' experience using the pipe -bursting method proposed and shall have installed no less than 50,000 feet by this method. 2641.3 MATERIALS Pipe materials meet the requirements described in Sections 2611.2 and 2621.2 of these specifications, and as provided in the Special Provisions and the following: 1. Sizes of the new pipe insertions shall be such to renew the pipe mainline to greater than the original flow capacity. 2. All pipe and fittings shall be made of virgin material. No rework except that obtained from the manufacturer's own production of the same formulation shall be used. 3. The pipe shall be homogenous throughout and shall be free of visible cracks, holes, foreign material, blisters, or other deleterious faults. 4. Tensile strength of the pipe shall be in accordance with manufacturer's recommendation for the specified purpose and method of installation. 5. Material color shall be as specified with interior of pipe having a light reflective color to allow for viewing for television inspection. The fused pipe joints shall be de -beaded to reduce collection of sediment and allow a camera to pass during inspection. Page 69 6. The Contractor shall consult with the selected pipe bursting equipment manufacturer regarding recommendations for the installation of pipe materials specified. 2641.4 SUBMITTALS The Contractor shall submit the following: 1. Tests for compliance with this specification shall be made as specified herein and in accordance with the applicable ASTM Specification. A certificate from the manufacturer indicating the materials furnished meet the requirements of these specifications. 2. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendations for handling, storage, and repair of pipe and fittings damaged. 3. Certification of Contractor and assigned personnel training for installing pipe. 4. Detailed submittal of the procedures and method proposed by the Contractor to burst the existing pipe and insert the new pipe. 5. Television inspection reports and video made of the existing pipe and after new pipe installation. 2641.5 DELIVERY, STORAGE, AND HANDLING The Contactor shall transport, handle, and store pipe and fittings as recommended by the manufacturer. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required by the Engineer at the Contractor's expense, before proceeding further. Deliver, store and handle other materials as required to prevent damage. 2641.6 LICENSE AGREEMENTS The Contractor shall submit evidence acceptable to the Owner, such as a certified copy of a license or agreement that it has the authority to use the proposed method from the patent holder and licensed manufacturer. The Contractor agrees to defend, indemnify, and hold harmless the Owner and the Engineer against all claims, suits, and actions or other damages as a result of negligence of any person or property arising out of patent infringement by the Contractor or the Contractor's employee's, agents, the suppliers, or any tier of subcontractors involved in the work. 2641.7 CONSTRUCTION REQUIREMENTS Before excavation is started, it will be the responsibility of the Contractor to check with the various utility companies and determine the location and depth of the existing utilities in the vicinity of the work area. Damage to utilities and the resulting repair, temporary service cost, etc., shall be borne by the Contractor. Access pits shall be backfilled in accordance with Section 2600, Trench Excavation and Backfill. Page 70 All excavations shall be properly sheeted/shored in accordance with relevant specifications for trench safety systems. Any damage resulting from improperly shored excavations shall be corrected to the satisfaction of the Engineer with no compensation to the Contractor. All open excavations shall be kept secure at all times by the use of barricades and fencing with appropriate lights and signs, construction tape, covering with steel plates, etc., or as directed by the Engineer. All lateral and service connections shall be identified, located and excavated prior to the pipe insertion to expedite reconnection. The Contractor shall use excavation methods that will not create a rise or sag at the service or lateral connection for gravity sewers. A rise or sag in the sewer will be repaired by the contractor at no expense to the Owner, in a manner approved by the Engineer. The location and number of insertion and receiving excavations shall be planned by the Contractor and submitted in writing for approval by the Engineer at least ten (10) days prior to excavation. One (1) or more receiving pits shall be excavated at the end(s) of the pipe to be replaced or at appropriate points within the length of the existing pipe. Pit shall be centered over the existing pipe. The number of pits for machine and pipe insertion shall be the minimum necessary to most efficiently accomplish the work. The Contractor shall give consideration to the use of excavation required for other purposes such as for sanitary sewer service reconnections and manhole replacement. Where manholes are used as machine or new pipe insertion pits, the Contractor shall identify such manholes and replace them at no additional cost to the Owner if damaged. Any manhole modification or replacement required shall be considered incidental to the installation of the new pipe. Equipment used to perform the work shall be located away from buildings so as not to create noise impact. Provide a silent engine compartment to reduce machine noise as required to meet local requirements. The Contractor shall install all pulleys, rollers, bumpers, alignment control devices, and other equipment required to protect existing manholes and pipe components not intended for removal/replacement, and to protect the new pipe from damage during installation. Lubrication may be used as recommended by the manufacturer. If lubrication is used for insertion, the Contractor shall ensure that the lubricant does not backfill existing services. Under no circumstances will the pipe be stressed beyond eighty percent (80%) of its elastic limit as published and recommended by the manufacturer. Pipe insertion shall be continuous and without interruption from manhole to manhole for sewers, or junction to junction for watermain, except as approved by the Engineer. Upon completion of insertion of the new pipe, and after the relaxation period, the Contractor shall expedite the reconnection of laterals and services so as to minimize any inconvenience to customers. Connection of services shall be in accordance with Sections 2611 and 2621 of these specifications and as provided in the Special Provisions. The installed pipe shall be allowed the manufacturer's recommended amount of time, but not less than four (4) hours, for cooling and relaxation due to tensile stressing prior to any reconnection of service lines, sealing of the annulus or backfilling of the insertion pit. Sufficient Page 71 excess length of new pipe, but not less than four inches (4"), shall be allowed to protrude into manholes. Restraint of pipe ends shall be achieved by means of electrofusion couplings. The electrofusion couplings shall be slipped over pipe ends against manhole wall and fused in place. Installation of electrofusion couplings shall be done in accordance with the manufacturers recommended procedures. Following the relaxation period, the annular space at the manhole shall be sealed. Sealing shall be made with material approved by the Engineer and shall extend a minimum of eight inches (8") into the manhole wall in such a manner as to form a smooth, uniform, watertight joint. Fused pipe joints shall be de -beaded to create a smooth flow line. There shall be no ridges or burrs from the fusion method exposed on the interior of the pipe following installation. Tracer wire shall be installed with the pipe in accordance with 2611 and 2621. Equipment: The pipe bursting tool shall increase the external dimensions sufficiently, causing breakage of the existing pipe at the same time expanding the surrounding ground. Simultaneously, the new pipe, directly attached to the expander, shall also move forward. See manufacturer's specifications for what size tool should be used in what diameter of pipe, as well as parameters of what size tool for percentage of upsize allowed. The bursting head shall incorporate a shield/expander to prevent collapse of the hole ahead of the pipe insertion. Bypass Pumping: The Contractor, when and where required for sanitary sewer replacement, shall provide diversion for the pipe bursting/replacement process. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be incidental to the installation of the pipe, unless otherwise provided in the Special Provisions. Temporary Water: The Contractor when and where required for watermain replacement, shall provide all labor, materials, and equipment associated with managing, constructing, and maintaining a temporary potable water distribution system for all existing water users which must be taken out of service for a period exceeding eight (8) hours, or as required at the discretion of the Engineer. All costs to provide temporary water required during installation of the pipe shall be incidental to the installation of the pipe, unless otherwise provided in the Special Provisions. 2641.8 TESTING AND INSPECTION Testing: Tests for compliance with this specification shall be made as described herein and in accordance with the applicable ASTM Specification. A certificate with this specification shall be furnished, upon request, by the manufacturer for all material furnished under this specification. Inspection: Video inspection of pipelines shall be performed by experienced personnel trained in locating breaks, obstacles, and service connections by closed circuit color television. Video inspection shall include the following: • Two (2) copies of the DVD's in mpeg4 format (post) to be submitted to the Owner before final invoice. Page 72 • DVD's are to remain property of the Owner; Contractor to retain second copy. • All flows tributary to reach of sewer being inspected are to be completely by-passed around the reach during inspection if necessary and required by the Owner. • Pre -construction video of the existing pipe and post construction video inspection upon completion of reconstruction of each reach of pipe, with the voice description, with stationing of services indicated. Data and stationing to be on video. • Should any portion of the video inspection be of inadequate quality or coverage, as determined by the Owner the Contractor will have the portion re -inspected and video recorded at no additional expense to the Owner. 2641.9 METHOD OF MEASUREMENT Measurement for pipe bursting shall be on a linear foot basis, to the nearest whole foot, measured from center of manhole to center of manhole or junction point to junction point as indicated on the plans. 2641.10 BASIS OF PAYMENT Pipe Bursting: The work performed as prescribed by this item will be paid for by the linear foot at the unit price bid for the pipe bursting/replacement at the specified pipe diameter and location which price shall be full compensation for the installation of the new pipe, furnishing and placing of all materials, labor, tools, equipment, cleaning, and preparation of the existing pipe to receive the new pipe, tracer wire, pipe bedding, backfill material, annulus sealing material and launching pits, and video inspection of final installed pipe, bypass pumping, temporary water distribution, traffic control, sealing at manholes, locating, excavating, disconnecting, testing in accordance with the Contract Documents, and all else incidental thereto for which separate payment is not provided under other Items in the Bid Form. Page 73 APPENDIX B CITY OF MONTICELLO STANDARD DETAIL PLATES GENERAL SPECIFICATIONS AND APPENDIX B STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 TABLE OF CONTENTS STANDARD PLATE LIBRARY FOR THE CITY OF MONTICELLO CONE SECTION, CASTING STEPS, AND ADJUSTING RINGS .......... STANDARD FRAME AND COVER ........................................................ ADJUSTMENT OF STANDARD FRAME AND COVER ......................... METAL CASTING RING ADJUSTMENT DETAIL .................................. STRUCTURE MARKER SIGN................................................................ UTILITY STUB MARKERS..................................................................... TYPICAL TRENCH COMPACTION AND CLASS B BEDDING ............. TYPICAL CONCRETE SADDLE............................................................ TYPICAL LOT DEVELOPMENT............................................................. TYPICAL PUBLIC & PRIVATE UTILITY INFRASTRUCTURE ............... RESIDENTIAL MONUMENT SIGN / MEDIAN CONCEPT ..................... TYPICAL HYDRANT INSTALLATION.................................................... BLOCKING FOR WATERMAIN.............................................................. AIR BLEED DETAIL AND VALVE BOX INSTALLATION ....................... INSULATION DETAIL............................................................................. WATERMAIN OFFSET........................................................................... TYPICAL WATER SERVICE.................................................................. STANDARD SANITARY MANHOLE ...................................................... OUTSIDE DROP SECTION FOR SANITARY MANHOLE ..................... TYPICAL SERVICE CONNECTION FOR RCP SANITARY SEWER .... TYPICAL SERVICE CONNECTION....................................................... TRACER WIRE (NEW DEVELOPMENTS) ............................................ SANITARY CLEAN-OUT........................................................................ STANDARD SANITARY SEWER SAMPLING MANHOLE .................... STANDARD MANHOLE FOR STORM SEWER ..................................... STANDARD CATCH BASIN................................................................... CATCH BASIN MANHOLE..................................................................... STANDARD MANHOLE WITH SHEAR GATE ....................................... SPECIAL DETAILS PVCPP SUBDRAIN................................................ PERFORATED P.E. PIPE WITH FABRIC .............................................. TRASH GUARD FOR END SECTION .................................................... PILING FOR FLARED END SECTION ................................................... RIPRAP DETAIL..................................................................................... SPILLWAY SECTION............................................................................. TYPICAL STREET RURAL..................................................................... GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 ....... PLATE NO. 1001 ....... PLATE NO. 1002 ....... PLATE NO. 1003 ....... PLATE NO. 1004 ....... PLATE NO. 1005 ....... PLATE NO. 1006 ....... PLATE NO. 1007 ....... PLATE NO. 1008 ....... PLATE NO. 1009 ....... PLATE NO. 1010 ....... PLATE NO. 1011 ....... PLATE NO. 2001 ....... PLATE NO. 2002 ....... PLATE NO. 2003 ....... PLATE NO. 2004 ....... PLATE NO. 2005 ....... PLATE NO. 2006 ....... PLATE NO. 3001 ....... PLATE NO. 3002 ....... PLATE NO. 3003 ....... PLATE NO. 3004 ....... PLATE NO. 3005 ....... PLATE NO. 3006 ....... PLATE NO. 3007 ....... PLATE NO. 4001 ....... PLATE NO. 4002 ....... PLATE NO. 4003 ....... PLATE NO. 4004 ....... PLATE NO. 4005 ....... PLATE NO. 4006 ....... PLATE NO. 4007 ....... PLATE NO. 4008 ....... PLATE NO. 4009 ....... PLATE NO. 4010 ....... PLATE NO. 5001 APPENDIX B TABLE OF CONTENTS STANDARD PLATE LIBRARY FOR THE CITY OF MONTICELLO TYPCIAL STREET RESIDENTIAL (MINOR)...................................................................... PLATE NO. 5002 TYPICAL STREET TOWNHOUSE..................................................................................PLATE NO. 5002-A TYPICAL STREET NON-RESIDENTIAL (COLLECTOR) .................................................. PLATE NO. 5003 CONCRETE CURB & GUTTER AT CATCH BASIN........................................................... PLATE NO. 5004 CONCRETE CURB & GUTTER FOR STREETS............................................................... PLATE NO. 5005 TYPICAL CONCRETE MEDIAN......................................................................................... PLATE NO. 5006 RESIDENTIAL DRIVEWAY ENTRANCE........................................................................... PLATE NO. 5007 COMMERCIAL DRIVEWAY ENTRANCE........................................................................... PLATE NO. 5008 TYPICAL CONCRETE VALLEY GUTTER......................................................................... PLATE NO. 5009 TYPICAL CUL-DE-SAC...................................................................................................... PLATE NO. 5010 TYPICAL OVERSIZED CUL-DE-SAC................................................................................ PLATE NO. 5011 TYPICAL SIDEWALK.......................................................................................................... PLATE NO. 5012 TYPICAL TRAIL SECTION................................................................................................. PLATE NO. 5013 MAILBOX DETAIL NEW - RESIDENTIAL......................................................................... PLATE NO. 5014 MAILBOX DETAIL EXISTING - RESIDENTIAL................................................................. PLATE NO. 5015 TYPICAL TRAFFIC SIGN INSTALLATION........................................................................ PLATE NO. 5016 TYPICAL TRAFFIC SIGN INSTALLATION....................................................................... PLATE NO. 5017 PERMANENT BARRICADE & HAZARD MARKERS......................................................... PLATE NO. 5018 SLIP SAFE BREAKAWAY SYSTEM.................................................................................. PLATE NO. 5019 CONSERVATION EASEMENT POST DETAIL.................................................................. PLATE NO. 5020 RESIDENTIAL GRAVEL CONSTRUCTION ENTRANCE .................................................. PLATE NO. 6001 COMMERCIAL GRAVEL CONSTRUCTION ENTRANCE ................................................. PLATE NO. 6002 MUD MAT ENTRANCE...................................................................................................... PLATE NO. 6003 INLET PROTECTION CATCH BASIN INSERT.................................................................. PLATE NO. 6004 INLET PROTECTION GRATE INLET COVER................................................................... PLATE NO. 6005 RESIDENTAL BUILDING EROSION CONTROL............................................................... PLATE NO. 6006 TEMPORARY SEDIMENT BASIN...................................................................................... PLATE NO. 6007 DITCH CHECK ROCK WEEPER BIO LOG........................................................................ PLATE NO. 6008 BIO LOG STAKING STRAW OR WOOD BIO ROLL.......................................................... PLATE NO. 6009 SOD PLACEMENT............................................................................................................. PLATE NO. 6010 EROSION CONTROL BLANKET STAPLING PATTERNS & INSTALLATION .................. PLATE NO. 6011 TYPICAL TREE INSTALLATION........................................................................................ PLATE NO. 6012 JOINT TRENCH UTILITY FOR EXISTING RESIDENTIAL DEVELOPMENTS ................. PLATE NO. 7001 JOINT TRENCH UTILITY FOR NEW RESIDENTIAL DEVELOPMENTS .......................... PLATE NO. 7002 NON JOINT TRENCH UTILITY FOR COMMERCIAL/INDUSTRIAL DEVELOPMENTS... PLATE NO. 7003 GENERAL SPECIFICATIONS AND APPENDIX B STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 TABLE OF CONTENTS STANDARD PLATE LIBRARY FOR THE CITY OF MONTICELLO JOINT TRENCH UTILITY FOR TOWN HOUSES.............................................................. PLATE NO. 7004 SERVICE DROP LOCATIONS FOR ALL DEVELOPMENTS ............................................ PLATE NO. 7005 UTILITY EXCAVATION IN CITY STREETS 5 YEARS OR OLDER ................................... PLATE NO. 7006 UTILITY EXCAVATION IN STREETS THAT ARE LESS THAN 5 YEARS OLD ............... PLATE NO. 7007 POT HOLE OF PRIVATE UTILITIES IN PAVEMENT AREAS ........................................... PLATE NO. 7008 POT HOLE OF PRIVATE UTILITIES IN OFF PAVEMENT AREAS ................................... PLATE NO. 7009 CONDUIT CROSSING MARKERS..................................................................................... PLATE NO. 7010 GENERAL SPECIFICATIONS AND APPENDIX B STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT USE R-2 JOINT FOR ALL MANHOLE JOINTS BARREL TO CONFORM TO ASTM C-478 LATEST REVISION STANDARD MANHOLE FRAME AND COVER ADJUSTING RINGS MIN 4" - MAX 12" 27" DIA WITH EXTERNAL OR o INTERNAL CHIMNEY SEAL I 8'• 48" DIA Standard Plate Library City of Monticello Title: Cone Section, Casting Steps, and Adjusting Rings Date: 03-05 Plate No. Revised: 0,3 -15 1001 Title: Standard Frame Standard Plate Library and Cover City of Monticello Date: 03-05 Plate No. Revised:10 0 2 03-15 USE NEENAH R -1642-A FOR LOW PROFILE APPLICATIONS USE NEENAH R1755 -G FOR WATERTIGHT APPLICATIONS LETTERING TO READ: SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. NEENAH R-1642 WITH TYPE B SOLID LID MACHINE BEARING OR EQUAL ��T R vc CONCEALED PICKHOLES (2) REPEAT OPPOSITE SIDE EXCEPT FOR LETTERING 25 3/4 " 1 1/2 " 7" BEARIN3 SURFACE TO BE MACHINED 24" 28 1/2 36" COVER FRAME Title: Standard Frame Standard Plate Library and Cover City of Monticello Date: 03-05 Plate No. Revised:10 0 2 03-15 NOTE: CASTINGS AND VALVE BOXES NOT ADJUSTED WITHIN THE TOLERANCES SHOWN SHALL BE READJUSTED AT THE CONTRACTOR'S EXPENSE. FINISHED BITUMINOUS WEAR COURSE GRADE 3/8 " MIN. 5/8 " MAX. FRAME CASTING AND GATE VALVE NOT ON CENTERLINE 5/8 MIN 3/8 MIN. 3/4 MAX 5/8 "MAX. 2.009, 2.006 FRAME CASTING ON CENTERLINE Standard Plate Library City of Monticello ROADWAY FINISHED BITUMINOUS WEAR COURSE GRADE Title: Adjustment of Standard Frame and Cover Date: 03-05 Revised: 03-15 Plate No. 1003 ai0000000000000000000000000iioi: 4 4 � 3/8" MIN. 5/8" MAX. / r FRS SIIPFR nLUE ENGINEER APPROVED /4" BEAD, 360 DEG.) NOTES: 1. THE HEIGHT OF THE CAST IRON OR DUCTILE IRON ADJUSTMENT RING IS DETERMINED BY THE THICKNESS OF THE OVERLAY. 2. CAST IRON OR DUCTILE IRON ADJUSTMENT RINGS TO BE INSTALLED AS PER MANUFACTURERS RECOMMENDATION. 3. A 5 YEAR WARRANTY IS REQUIRED FOR ADJUSTMENT RINGS INCLUDING LABOR & MATERIALS Standard Plate Library City of Monticello 3/8" MIN. 5/8" MAX. UMINOUS N -WEAR COURSE BITUMINOUS BASE COURSE ADJUSTMENT DETAIL FUMINOUS WEAR COURSE Title: BITUMINOUS NON -WEAR COURSE CAST IRON OR DUCTILE IRON ADJUSTMENT RING AS MANUFACTRURED BY ESS BROTHERS AND SONS INC. OR ENGINEER APPROVED EQUAL BITUMINOUS WEAR COURSE ADJUSTMENT DETAIL Metal Casting Ring Adjustment Detail Date: 03_08 Plate No. Revised: 0,3_ 15 1004 O O O O 0 0 O 0 0 O 0 0 O NOTE: \JJL-� 1. STRUCTURE MARKER SIGNS AND 3" TUBING WITH 2-1" REFLECTORIZED STRIPS SHALL BE FURNISHED AND INSTALLED FOR ALL STRUCTURES LOCATED OFF THE STREET SURFACE. (INCIDENTAL) O 2. 3" TUBING SHALL BE ATTACHED TO SIGN POST 3. THE SIGNS MAYBE OMITTED AS PER THE ENGINEER 4. THE SIGNS SHALL BE BURIED 2' BELOW FINISHED GRADE WITH 4' OF POST EXPOSED 5. SIGNS SHALL FACE TRAFFIC 0.063" THICK ALUMINUM SIGN. BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED BACKGROUND. U -CHANNEL POST, MINIMUM 1.2 LB./FT. 6' LONG, GALVANIZED. Standard Plate Library City of Monticello I in Structure Marker Sign Date: 03-05 Plate No. 1005 Revised: 03-15 / \ STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT FOR WATERMAIN STUB PAINTED GREEN WITH AN OIL BASED PAINT FOR SANITARY AND/OR STORM SEWER STUB AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST. POST SHALL BE BURIED 2' BELOW FINISHED GRADE WITH 4' ABOVE FINISHED GRADE (INCIDENTAL) STEEL T -STYLE FENCE POST STREET GROUND LINE 4"x4" WOOD POST-, WOOD POST 4"x4" WOOD POST O STORM SEWER MAINLINE STORM SEWER WATERMAIN O WATERMAIN SANITARY SEWER MAINLINE SANITARY SEWER Standard Plate Library City of Monticello Title: Utility Stub Markers Date: 04-08 Revised:03-15 Plate No. 1006 TOP OF PROPOSED SUBGRADE THE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) A MAX OF 2' LIFTS TO BE WETTED AND CONSOLIDATED BY VIBRATORY MEANS AND COMPACTED TO A MIN OF 95% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) 4' COVER COMPACTED TO 95% OF STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT GRANULAR BEDDING AS PER MN/DOT 3149.21' GRANULAR FOUNDATION WHERE ORDERED BY THE ENGINEER SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. Title: Standard Plate LibraryTypical Trench Compaction and Class B Bedding City of Monticello Date: 03-05 Plate No. Revised: 1007 03-15 Standard Plate Library City of Monticello Title: Typical Concrete Saddle Date: 03-05 Plate No. Revised: 03-15 1008 FINISHED ELEV.-\ AT LOT CORNER PROPOSED CONTOURS BLOCK NUMBER LOT NUMBER FINISHED SURFACE ELEVATION AT HOUSE I - FB = FULL BASEMENT SE = SPLIT ENTRY WO = WALKOUT 12 �-- GARAGE SLAB ELEVATION DIRECTION OF DRAINAGE PROPERTY LINE CURB PROPOSED ROADWAY > HOLDDOWNS SHALL BE 1.5' FOR FULL BASEMENT HOLDDOWNS SHALL BE 1.0' FOR WALK OUT AND SPLIT ENRY DRAINAGE & UTILITY EASEMENTS ARE SHOWN THUS: BEING 6 FEET IN WIDTH AND ADJOINING SIDE LOT LINES, AND BEING 12 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED Title: Typical Lot Standard Plate Library Development Cit of Monticello City Date: 03-05 Plate No. 10 0 9 Revised: 03-15 Q� 914.5 6' WO 919.5 I - FB = FULL BASEMENT SE = SPLIT ENTRY WO = WALKOUT 12 �-- GARAGE SLAB ELEVATION DIRECTION OF DRAINAGE PROPERTY LINE CURB PROPOSED ROADWAY > HOLDDOWNS SHALL BE 1.5' FOR FULL BASEMENT HOLDDOWNS SHALL BE 1.0' FOR WALK OUT AND SPLIT ENRY DRAINAGE & UTILITY EASEMENTS ARE SHOWN THUS: BEING 6 FEET IN WIDTH AND ADJOINING SIDE LOT LINES, AND BEING 12 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED Title: Typical Lot Standard Plate Library Development Cit of Monticello City Date: 03-05 Plate No. 10 0 9 Revised: 03-15 PROPERTY LINE ROW CITY SANITARY SEWER I I I CITY STORM SEWER » » » » » » » » » » » » » » » » » » » » » » » » » » » » » » » » » » I I I I Standard Plate Library City of Monticello Title: TYPICAL PUBLIC & PRIVATE UTILITY INFRASTRUCTURE Date: 08-08 Plate No. Revised: 03-1 5 1010 i EXISTING HOUSE m m e, o. a GARAGE a o. o. a. Q a 4 DRIVEWAY i 12' FOOT DRAINAGE & UTILITY EASEMENT / FOR PUBLIC& PRIVATE UTILITIES -� ----� (CITY FIBER OPTICS, GAS, ELECTRIC, TV, PHONE, ETC.) PROPERTY LINE SIDEWALK .. I 4 I CURB & GETTER CITY WATERMAIN I ROW CITY SANITARY SEWER I I I CITY STORM SEWER » » » » » » » » » » » » » » » » » » » » » » » » » » » » » » » » » » I I I I Standard Plate Library City of Monticello Title: TYPICAL PUBLIC & PRIVATE UTILITY INFRASTRUCTURE Date: 08-08 Plate No. Revised: 03-1 5 1010 PRIVATELY OWNED OUTLOT — MUST NOT PROTRUDE INTO R.O.W. 5' SETBACK SIGN 35' R R.O.W. 5' SETBACK 15 NOTE: ISLAND CURB SHALL BE MODIFIED 18' DESIGN "D" AS PER MONTICELLO DETAIL MIN PLATE 5006 WITH MEDIAN NOSE AS PER MNDOT DETAIL PLATE 7113A STAN DAR D STREET SECTION 60' Standard Plate Library City of Monticello Title: Residential Monument Sign / Median Concept Date: 03-05 Plate No. 1011 Revised: 03-15 HYDRAFINDER FLAG 2 LAYERS OF POLY (4 mil) 3' DIAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH A MINIMUM OF 1 C.Y. OF 1 1-1/2" CLEAR STONE 1'- 0' JOR 5' IN BACK OF CURB IF CONCRETE WALK OR BITUMINOUS PATH ARE PRESENT WATEROUS MODEL 67 HYDRANT YELLOW OUT OF ORDER TAG TO BE INSTALLED ON PUMPER CONN. AFTER BACK -FILL BREAKOFF FLANGE 1" TO 2" MAXIMUM ABOVE BURY LINE (FINISHED GRADE) VALVE BOX AS SPECIFIED 1 " TO 2" w 0 U Standard Plate Library City of Monticello Y EXISTING OR FUTURE STREET CURB OR GUTTER LINE FINISHED GRADE (L WATERMAIN 1/4 " STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL � MEGALU^ - GATE VALVE BLOCKING BELOW GATE VALVE (�l BLOCKING BEHIND TEE Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-17 2001 MEGALUG THRUST MEGALUG BLOCKING BEHIND HYDRANT PRECAST CONCRETE BASE AS SPECIFIED (15"x 15"x 4") Standard Plate Library City of Monticello Y EXISTING OR FUTURE STREET CURB OR GUTTER LINE FINISHED GRADE (L WATERMAIN 1/4 " STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL � MEGALU^ - GATE VALVE BLOCKING BELOW GATE VALVE (�l BLOCKING BEHIND TEE Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-17 2001 MEGAL UG MEGALUG TEE AND BEND BEND NOTES: 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' AND OVER. 2. THRUST BLOCKING SHALL ONLY BE USED WHERE WORKING PRESSURES ARE LESS THAN 150 PSI. 3. THRUST BLOCKS BEARING AREA TO BE POURED AGAINST UNDISTURBED SOIL. r WRAP PLUG WITH 4 MIL. POLY PLUG PLUG PIPE SIZE BEARING AREA 6" 4.0 SQ FT 8" 6.0 SQ FT 10" - 12" 12.0 SQ FT 16" 20.0 SQ FT 4. POURED CONCRETE THRUST BLOCKING SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND SHALL BE RESTAINED USING TIE RODS Standard Plate Library City of Monticello Title: Blocking for Watermain Date: o,3— 05 Plate No. Revised: 03 -17 2002 2' VALVE BOX 1/2" RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTOR MIN 7.5 'COVER (UNLESS OTHERWISE NOTED) 1/4" STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS 1/2 CU. YD. GRAVEL-\\ //T MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL WATERMAIN GATE VALVE WATERMAIN VALVE BOX INSTALLATION Standard Plate Library City of Monticello Title: Air Bleed Detail And Valve Box Installation Date: 03-05 Plate No. Revised: 03-15 2003 EXISTING (OR FINISHED) GRADE PLUGGED END 4' NOTES: 1. RE -USE EXISTING AIR BLEED LINES AND PLUGS 1" CORPORATION STOP ON PROPOSED STUBS. INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. FURNISH NEW GASKETS WHERE REQUIRED. j 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER AND 1" CORPORATION STOP. ALL OTHER WATERMAIN WORK TO BE INCIDENTAL TO THE PROJECT. 1" COPPER ED END AIR BLEED DETAIL STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK VALVE BOX. TO BE INSTALLED AT THE TIME OF VALVE BOX INSTALLATION (INCIDENTAL) 4 NOTE: GROUND LINE IF GATE VALVE BOXES ARE EXTENDED, THERE SHALL BE A GATE VALVE NUT EXTENSION TO WITHIN 7.5' OF FINISHED GRADE AND ATTACHED TO THE GATE VALVE NUT 2' VALVE BOX 1/2" RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTOR MIN 7.5 'COVER (UNLESS OTHERWISE NOTED) 1/4" STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS 1/2 CU. YD. GRAVEL-\\ //T MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL WATERMAIN GATE VALVE WATERMAIN VALVE BOX INSTALLATION Standard Plate Library City of Monticello Title: Air Bleed Detail And Valve Box Installation Date: 03-05 Plate No. Revised: 03-15 2003 GRASSY AREA 8'WIDE - 4"THICK LESS THAN 5' 0 6" STYROFOAM HI -35 BRANI PLASTIC FOAM OR APPRC EQUAL CONCRETE OR BITUMINOUS SURFACE 8'x 4' x 4" THICK LESS THAN 6' 0 4" STAGGER SHEETS 4' LENGTH WISE AND 2' WIDTH WISE NOTE: INSULATION REQUIRED FOR WATERMAIN WITH LESS THAN 5' COVER IN GRASSY AREAS AND 6' COVER UNDER PAVED SURFACES. Standard Plate Library City of Monticello Title: Insulation Detail Date: 03-05 Revised: 03-15 Plate No. 2004 MEGALUG WATERMAIN PROPOSED STORM SEWER S'X 12' INSULATION AT PIPE CROSSING S'X 20' INSULATION FOR BOX SEE PLATE 2006 45' BENDS FOR DETAILS (TYPICAL) MEG MEGALUG 6" 4 MEGALUG 12" VARIES II 20' NOTE: ALL PIPE JOINTS WITHIN 10' OF A BEND SHALL BE RESTRAINED USING TIE RODS. Standard Plate Library City of Monticello Title: Watermain Offset Date: 03-05 Plate No. Revised: 03 -17 2005 I GROUND JW HZ DJ GI H Z } ui W F U u W aW W 4'O Z� J (if o a 12' 11'- 0" 2' STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED - PAINT AND MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK CURB STOP. TO BE INSTALLED AT THE TIME OF CURB STOP INSTALLATION (INCIDENTAL) STREET AS REQUIRED AS REQUIRED 2' GROUND LINEA CURB BOX WITH 1'- 1 1/4 " STANDPIPE AND STATIONARY ROD 7'- 6" MIN COVER 1" CORP. COCK O BRICK 1" COPPER 1" COPPER BRICK 4" X 8" X 2" WATERMAIN 4" X 8" X 2" CAP CURB STOP WITH BLANK SLUG (TYPICAL) NOTE: ATTACH SHUT OF ROD TO CURB STOP SEE SPEC. Standard Plate Library City of Monticello Title: Typical Servi Date: 03-05 Revised: 03-15 Water ce Plate No. 2006 GROUTING BETWEEN PIPE ANC MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMEN ALL MANHOLES WITH INSIDE DROP SECTION SHALL BE 5' DIA (I.D.) MANHOLE SECTION TO BE ASTM C-478 CLASS II CIRCULAR REINF LATEST REVISION USE R-2 JOINT FOR ALL MANHOLE JOINTS ^ "'""" SEALS (INTERNAL OR EXTERNAL) DR APPROVED EQUAL" "CRE-SEAL","RESEAL", OR APPROVED EQUAL PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE ­,, MAX. 24" z2 PRECAST BOTTOM SECTION WITH INVERT #5 AT 12" OC EACH WAY 0 w m a STEPS AT 16" OC� 8" 8" J m x VARIABLE J m a STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. �2 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. Standard Plate Library City of Monticello Title: STANDARD MANHOLE FRAME AND COVER ADJUSTING RINGS MIN 4" - MAX 12" 6" MIN Standard Sanitary Manhole Date: 03-05 Plate No. Revised: 0,3_15 3001 FOR COMPLETE TYPE "A" DROP SECTION UNIT PRICE SHALL INCLUDE ANY CUTTING INTO MANHOLE BASE REQUIRED, ELBOW, TEE, PIPE, SUPPORT AS REQUIRED. PRE -CAST CONCRETE MANHOLE SECTIONS DUCTILE IRON TEE ONE LENGTH (20'- 0") OF DIP IN LIEU OF PVC CORE DRILL CONN CT TO MANHOLE Uj w L ir U) V) w w CONCRETE HORSESHOE AND CONCRETE MORTAR ALL SIDES o I d H � Z 0 w 0 J w CORE DRILL o CONNECT TO MANHOLE MAINLINE SEWER RISER BASE Title: Standard Plate LibraryOutside Drop Section for Sanitary Manhole City of Monticello Date: 03-04 Plate No. �� -- - Revised:3 0 0 2 03-15 NOTES: ALL SERVICE CONNECTIONS INCLUDING NECESSARY BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE BID PER LINEAL FOOT OF SERVICE. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR THE SADDLES, CONCRETE ENCASEMENT, AND BENDS. TYPICAL SERVICE WHEN COVER OVER TOP OF SEWER IS 12' OR MORE. PLACE TEE -SADDLE NEARLY HORIZONTAL FOR LOW BASEMENT AND SHALLOW SEWER AS DIRECTED BY THE ENGINEER DEPTH OF COVER OVER TOP OF PIPE APPROXIMATELY 10' PIPE SHALL BE COMPLETELY ENTRENCHED AND HAVE CLASS B BEDDING WHERE DIRECTED BY THE ENGINEER 6" TEE SADDLE - R DIAK VAR LIMITS OF TRENCH EXCAVATION Standard Plate Library City of Monticello ELEVATION TO BE SET BY THE ENGINEER SAND BACKFILL THOROUGHLY TAMPED CORE DRILL SEWER MAIN. INSTALL SADDLE WITH PVC ADAPTOR. SAND BACKFILL THOROUGHLY TAMPED Title: Typical Service Connection for RCP Sanitary Sewer Date: 03-05 Plate No. Revised: 0,3_ 15 3003 STEEL T—STYLE FENCE POST PAINTED - GREEN WITH AN OIL BASED PAINT AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK THE SERVICE STUB TO BE INSTALLED AT THE TIME OF SERVICE DEPTH OF COVER OVER _ INSTALLATION (INCIDENTAL) TOP OF PIPE TO SUIT 4" OR 6" PVC 4" FIELD CONDITIONS MIN PIPE SHALL BE COMPLETELY ENTRENCHED AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER 6" SEE JOINT DETAIL BELOW MIN PLACE NEARLY HORIZONTAL FOR LOW J VCP TO PVC FERNCO ENCASED IN BASEMENTS AND SHALLOW SEWER AS DRAINAGE AND DIRECTED BY THE ENGINEER UTILITY EASEMENT TYPICAL SERVICE WHERE COVER OVER VCP SEWER MAIN (INCIDENTAL). TOP OF SEWER IS 12' OR LESS NOTES: 5 PVC = POLY—VINYL CHLORIDE SDR 26 DEPTH OF COVER OVER TOP OF PIPE TO SUIT ALL SERVICE CONNECTIONS INCLUDING NECESSARY FIELD CONDITIONS BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. 4" OR 6" PVC 45°BEND E ELEV TO BE SET BY THE / ENGINEER — CONTRACTOR 4•• TO VERIFY PRIOR TO BURY MIN PIPE SHALL BE COMPLETELY ENTRENCHED AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER CONCRETE ENCASEMENT (TYPICAL) SEE DETAIL BELOW FOR 6" CAULKING BETWEEN MIN DISSIMILAR PIPES TYPICAL SERVICE WHERE COVER OVER ADAPTER TO BE RESILIENT TOP OF SEWER IS 12' OR MORE ASTM C425-64 TYPE III OR APPROVED EQUAL FOR DISSIMILAR PIPES CONCRETE ENCASEMENT (TYPICAL) a� PVC WYE VCP TO PVC FERNCO ENCASED IN CONCRETE SHALL BE REQUIRED WHEN CONNECTING TO EXISTING CONCRETE ENCASEMENT J DETAIL VCP SEWER MAIN (INCIDENTAL). (TYPICAL) THRUST BLOCKING FOR CLEANING EQUIPMENT Standard Plate Library City of Monticello 4" GROUND LINE 2' Title: Typical Service Connection Date: 03-05 Revised: 03-15 Plate No. 3004 BUILDING INSTALLED BY PRIVATE CONTRACT TRACER WIRE LOCATE BOX GROUND COPPER -CLAD STEEL AWG 12 GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHYLENE GREEN COLORED JACKET TO BE PROVIDED UNDER PRIVATE CONTRACT � II Standard Plate Library City of Monticello q STREET INSTALLED AS PER CITY CONTRACT TRACER WIRE SPLICE CURB BOX STANDPIPE 2' SPOOL COPPER -CLAD STEEL AWG 12 GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHYLENE GREEN COLORED JACKET TO BE PROVIDE UNDER CITY CONTRACT 1" COPPER WATERMAIN COPPER -CLAD STEEL AWG 12 GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHLNE GREEN COLORED JACKET TO BE PROVIDED UNDER CITY CONTRACT SANITARY SERVICE MAINLINE SANITARY SEWER Title: Tracer Wire (New Developments) Date: 03-08 Plate No. Revised: 03-15 3005 TIES REQUIRED TO CLEAN OUTS USE 4" OR 6" CISP PLUG AND CAP, TOP TO BE 1/2 " BELOW FINISHED GRADE FINISHED GRADE 6" PVC RISER FOR NON-RESIDENTIAL 4" PVC RISER FOR RESIDENTIAL VARIES 10' TO 20' 4" OR 6" VERTICAL WYE (PVC) 1/8 BEND CONCRETE ENCASEMENT 12" ALL AROUND (INCIDENTAL) WATER TIGHT GASKET OR CEMENTED PLUG PVC 16101 HORIZONTAL WYE (PVC) THRUST BLOCKING FOR CLEANING EQUIPMENT 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM MAIN SEWER LINE. Standard Plate Library City of Monticello Sanitary Clean -Out Date: 03-05 Revised: 03-15 Plate No. 3006 R.O.W CURB LINE EXISTING MANHOLE OR WYE ------EXISTING SANITARY SEWER MAINLINE CURB LINE SAMPLING MANHOLE R.O.W (PROPERTY LINE) DRAINAGE AND UTILITY EASEMENT --PROPOSED SANITARY SEWER SERVICE NOTES: SAMPLING MANHOLE TO BE PLACED INLINE ON THE SANITARY SEWER SERVICE LINE IN THE DRAINAGE AND UTILITY EASEMENT FOR EACH BUILDING SPACE USE COMMERCIAL BUILDING h27" EY SEALS (INTERNAL OR EXTERNAL) X OR APPROVED EQUAL" STANDARD MANHOLE FRAME AND COVER GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL BEADJUSTING RINGS WITH NON -SHRINKING CEMENT MIN 4 -MAX 12ALL MANHOLES WITHI INSIDE DROP SECTION SHALL BE 5' DIA I.D.) MANHOLE SECTION TO BE CIRCUTAR4781 CLASS II LATEST REVISION USE R-2 JOIP'T rnD ALL MANHOLE PRECAST BOTTOM WITH INVEI T NOTES: #5 AT 12' OC EF 1� MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. Standard Plate Library City of Monticello I � a m a w J m a J STANDARD MANHOLE FOR SANITARY SEWER SAMPLING NO SCALE -6" MIN Title: Standard Sanitary Sewer Sampling Manhole Date: 03_07 Plate No. Revised: 0,3 -15 3007 C STANDARD FRAME & COVER INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL zo z_ N N o � �Y~ V) X30 w U 0�� z x0 i<Q c� g w Q ELI ADJUSTING RINGS 4" MIN — 12" MAX ROADWAY SURFACE SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS WALL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 48" DIA MAY BE ASTM C 478 CONCRETE PIPE. SEE MnDOT STANDARD 8" CAST—IN—PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP CONCRETE OR BOTTOM OF THIS SECTION). CAST—IN—PLACE 4' TO 10' CONCRETE OR MASONRY CONSTRUCTION (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED BY ENGINEER CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION � STRUCTURE—� 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. O1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. O2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS—I—PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. O3 MINIMUM STEEL REINFORCEMENT 4 EQUIVALENT STEEL AREA IN WIRE MESH MANHOLE MAY BE USED OR PLASTERED MANHOLE.;:.. CATCH EXTERIOR OR O5 GENERAL DIMENSIONS FOR CONCRETE APPLY BASIN BASIN TO BRICK AND CONCRETE MASONRY UNIT a DIA DIA CONSTRUCTION ALSO, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR MASONRY CONSTRUCTION 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION O7 REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Standard Plate Library City of Monticello Title: Standard Manhole for Storm Sewer Date: 03— 05 Plate No. Revised: 03- 4001 A L CURB INLET FRAME AND CURB BOX NEENAH NO. R -3067—V 4" CONCRETE COLLAR INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN — 12" MAX ENCASE IN CONCRETE COLLAR USE CONCRETE CURB MIX FOR COLLAR PLAN A 35 1/4 43" ALL STORM SEWER CASTING ELEVATIONS SHOWN ON THE PLANS HAVE BEEN DEPRESSED 0.10' BELOW GUTTER ELEVATION (SEE DETAIL 5003) NOTES: SECTION A—A POUR A 3" TO 4" CONCRETE COLLAR AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnDOT DESIGN H. THE CASTING SHALL BE NEENAH R -3508—A2. Standard Plate Library City of Monticello Title: Standard Catch Basin Date: 03-05 Plate No. Revised: 03 -17 4002 0I_10 CASTING TO BE SET 0.10' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN — 12" MAX ENCASE WITH CONCRETE COLLAR 43" CURB INLET FRAME AND CURB BOX STANDARD CASTING — NEENAH R -3067—V 6" *15" I 24" 9" W X *48"(TYP) *DIMENSION VARIES o BASED ON STRUCTURE DIAMETER MANHOLE COVER TO BE 48" DIA CRETEX TYPE II WITH 24"x 36" OPENING CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION RCP PIPE CONCRETE CATCH BASIN MANHOLE J NOTES: AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2. PIPE CUT—OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R-4342. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE NEENAH R -3508—A2. Standard Plate Library City of Monticello Title: Catch Basin Manhole Date: 03-05 Plate No. Revised: 03 -17 4003 R-4342 FRAME AND COVER IN GREEN AREAS) R-1642 FRAME AND COVER IN STREETS) STANDARD MANHOLE EXTERNAL CHIMNEY SEAL STEPS SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS MONTICELLO CITY STANDARD MANHOLE DESIGN 0 0 48" DIA PROVIDE RUBBERIZED BITUMASTIC SEALER AROUND JOINT ............ FLANGED SHEAR GATE - NEENAH R-5005-D1 OR APPROVED EQUAL INCIDENTAL) NOTES: 1. SHEAR GATE TO BE BOLTED TO PIPE AND MAINTAINED AT HALF OPEN POSITION. USE S.S. BOLTS AND NUTS TO FASTEN SHEAR GATE TO CONCRETE PIPE. 2. SECURE HANDLE WITH LOCK & CHAIN TO KEEP OPEN AT SPECIFIED DEPTHS. 3. PAINT SHEAR GATE WITH COAL TAR EPDXY. Title: Standard Plate LibraryStandard Manhole with Shear Gate City of Monticello Date: — 03-05 Plate No. Revised: 4004 03-15 4"x 4" TEE 4"PVCPP 4"PVC -- T NON PERF AT CONNECTION MANHOLE OR CATCH BASIN WALL 100' (MAX.)* PREFERRED METHOD CURB w a a RCP PIPE MORTAR JOINT WHERE DRAIN PIPE COMES INTO MANHOLE OR CATCH BASIN 4"PVCPP . JLE OR CATCH BASIN WALL 0.5' * LENGTH TO BE DETERMINED BASED ON EXISTING SOIL CONDITIONS r RCS L -LC METHOD 2' SEE DETAIL 4006 2.5' 2' TYP FOR CROSS SECTION 2"MAX COURSE FILTER AGGREGATE - MN/DOT 3149.2H PERFORATED PIPE BITUMINOUS SURFACE AGGREGATE BASE GRANULAR SUBBASE MORTAR JOINT WHERE DRAIN PIPE COMES INTO MANHOLE OR CATCH BASIN Title: Standard Plate LibrarySpecial Details PVCPP Subdrain City of Monticello Date: 03-05 Plate No. -- ---_� Revised: 0,3 -15 4005 TYPICAL HOLE LOCATIONS 120' CORRUGATED POLYETHYLENE PIPE WITH PROTECTIVE WRAP 6" B/C 7 VDIA90. 160' PVCPP WITH PROTECTIVE WRAP QITIJMINOUS SURFACE AGGREGATE BASE SUBGRADE ( 4" PERFORATED P.E. PIPE WITH FABRIC (TYPICAL) ENCASED WITH COARSE AGGREGATE(MNDOT 3149.2H). INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE, LOW POINTS IN ROADWAY OR AS DIRECTED BY THE ENGINEER. Standard Plate Library City of Monticello Title: Perforated P.E. Pipe With Fabric Date: 03-05 Plate No. Revised: 03-15 4006 Standard Plate Library City of Monticello Title: Trash Guard for End Section Date: 03-05 Revised: 0,3 —15 Plate No. 4007 J NOTE: THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS 24" OR LARGER SHEET PILING AS SHOWN SHALL BE CONSIDERED INCIDENTAL TO FLARED END. NUTS AND BOLTS ON TRASH GUARD MUST REMAIN EXPOSED. CONCRETE TO�ATTACH�TRASH GUARD Title: Standard Plate Library City of Monticello Date: ELEVATION 4000 PSI CONCRETE ISE (3) 1" BOLTS ABUTMENT )0 PSI CONCRETE #4 REBAR EACH FACE REBAR EACH FACE O 00 Piling for Flared End Section 03- 05 Plate No. '03-17 4008 Z Q O a EL OO oO ggg�goUQ� g00 8 g�5OB�W n rwg wO m m �°OOO��DO�°QOX�Q pp Ouj a o 7�o , N z o D U °O°°Ooaa Q - =000OZ m �oo�oO�OCg LO w o 1 a o o W NO H �Og wwo w�OO�O� o�Ld a 08Fe w O~x 000 rN No L<1 N W w LLIW J N J 2 O Z Ld Cr 00 rg, X Y) O� r U O F C7 O O w ww r w O F- C N wO N � U) U U p ��� LLI D_ ma m D_ w 0 W Q -D D_ W tcc �z a z L �aOf N 0 (n D_ Wz~ O J Q Q� � p D Of OfO a U CL (n V) W W 04 0 cif z Y Z TIT Q CSI NZ L� N D O EL z Jpw m LO Q¢ Z OU N W Z o wW n Ln �m CL W J �3 of W O Z Title: Standard Plate Library Riprap Detail Cit of Monticello City Date: 03-05 Plate No. Revised: 4009 - _ 03-15 xgocp i�a�H}nMrnncoinmOorn�ao�mrno� W ZJO�NNM�if)fO ODO M117 OO��NtO N II O U M p x o_ p ad� }�(O W �NON�O a0 a0O o0 NOO OOD N W 0- pMaMI�O��Mc0 �c0 K) (3) N M M�� <p I� (n � ~j,J Fj W }MI�NOD��010N�0)aONhOM J _ CAwZNNM�II]10000�MCD CONN � — cD O N II 0 � U M x 0- p U p r� lc� <OM 7IO ODM CON��I��Oa�0�0 � � W D- Md-�cO OO CO Mc[iO MI�NI�oO� � N N N M M�� Q CL � � �a�wr��aoMrn��inro�rn�ninc0000 W ZJp���NNM�I(]c0 a0O�MII'lON �_ _� O� N N � N II O g� Up - F- a, xg�p � Nd�H}O1 t0 Ifl OO OfN 00 (00)aDN�OIn 0 � W ZJON�OOOOM V7001n �If10f 0101 �� N C7 II � Q o (n U M O }OON OHO ao�ON W c0 X0000 ad� C-4 W O_ pM01 MI��c00)0000001 M MlnOnn 01 ANN Z W J � Fj W ZJpNM�(OOO�d-01 }NI(]CD tON O1 OIO�00 (0 � �� p� tD t0 N N O1 t0� N M� W cD N II LL g o O N Up = r� }�O�OON BOO I�Cn Cn NOO�NM Cn �w0- p�cO O1 Mc0 Cn MI�ODNN W MCn W N N M� M M I� 0 0 x O m � xgo:p CY r � W }00 OI�LL�ODM 01 tU NOD OtO tON O 0_ Z J n W 7�N�In OOD 01 N�On � O� }�Cn (O <O ao ODM OHO ao OOOO�OM N M M a N II � W O_ pNNM���O OO�M�O ODM I��OM N N M�� Up p aj0_ ZNu700��1�0�0 NOO�O�ON�O �}coao�ocou�aoMa�oMMa pOa �NNNMM��i17 f0 f01�000 0: pM V7 OO�M<O O� MNM '44 xg�p � Nd�H}O1 t0 Ifl OO OfN 00 (00)aDN�OIn 0 � W ZJON�OOOOM V7001n �If10f 0101 �� N C7 II � Q o (n U M O }OON OHO ao�ON W c0 X0000 ad� C-4 W O_ pM01 MI��c00)0000001 M MlnOnn 01 ANN Z W J � Fj W ZJpNM�(OOO�d-01 }NI(]CD tON O1 OIO�00 (0 � �� p� tD t0 N N O1 t0� N M� W cD N II LL g o O N Up = r� }�O�OON BOO I�Cn Cn NOO�NM Cn �w0- p�cO O1 Mc0 Cn MI�ODNN W MCn W N N M� M M I� 0 0 x O m � xgo:p CY r � W }00 OI�LL�ODM 01 tU NOD OtO tON O 0_ Z J n W 7�N�In OOD 01 N�On � O� N N M M a N II 0 U Up X: CL p �}coao�ocou�aoMa�oMMa � W O_ pM V7 OO�M<O O� MNM '44 � N M�� c O I� Q (L Q C Y p Z Z W � _ ap0_ NCO_ ZNOO NNM�In �OM�00OON�NOO� 1f)fO I�OOO�N MI(7 (Y NUTS AND BOLTS ON A TRASH GUARD MUST REMAIN EXPOSED. 4 1 o�ovo ovo�oaoAd 2. u� O SS o 0 SS o ° 880 ° 88 0 ° 88 0 SS10) SSNq oa°o8°°°08°0�8°°°0�8 60" DIA doo 36" DIA 0 8800 880% 880 880 880 o�� 9 o° 8° 0 8° o g° 8 � � oo ° 88° 880 ��° ��° °o °ro 000 �8 goo 0�8 goo O�8 gao 0�0 0- oM "03" 6 ol 2 �000 X800°800° �8oao ° o° o§399- ° o 4 A 16' (24')* 34' (26')* PLAN 6' 6' (13') 6' t t FILL AS NECESSARY n B Yn on AND COMPACT BASE 1 CLASS V GROUTED HANDPLACED RIPRAP 2' DEEP ALONG SPILLWAY WITH 18" DEEP GRANNULAR FILTER BLANKET & GEOTEXTILE FABRIC SECTION A—A * PLAN AND SECTION MAY BE MODIFIED AT THE DISCRETION OF THE CITY ENGINEER WHEN CONDITIONS SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAP. Standard Plate Library City of Monticello Title: Spillway Section Date: 03-05 Revised:03-15 Plate No. 4010 Z ROAD 14'/17' 4' 12 ' 1 12' 4' I 14'/17' (D 03 03 10 2.00% 2.00 N MPX % . . . . . . . . . . . . . C� ,"1LOPr MIN I MIN. (D 6- TOPSOIL, SEED, AND MULCH OR SOD (g) THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. (3) AGGREGATE SHOULDERING 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE 6- CLASS V GRAVEL (MODIFIED) 12" TO 24" SELECT GRANULAR BORROW (Z 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION FOR RURAL RESIDENTIAL Standard Plate Library City of Monticello Title: Typical Street Rural Date: 03-05 Plate No. Revised: 03 -17 5001 VY 60' K q 12' OR 14' 30'. 32' OR 36' (FACE TO FACE) ® VARIES M� 4.00% S�OQE 4" TOPSOIL, SEED, AND MULCH OR SOD 1Q (TYPICAL) 2' 2.00% MODIFIED DESIGN D CURB & GUTTER P� MPS 2.00% 4.00% 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE -TACK COAT MNDOT 2357 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) 12" TO 24" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) (�2 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL 11) 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. 2Q THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. Q3 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS Standard Plate Library City of Monticello Title: Typical Street Residential (Minor) Date: 03-05 Plate No. Revised: 5002 03-17 VY 60' K' 12' OR 14' 30'. 32' OR 36'I (FACE TO FACE) ® VARIES M 2.00% OQE S�- t� CONCRETE WALK, 6" THICK WITH 12 SAND OR 6" CLASS 5 BASE (TYPICAL) 6" TOPSOIL, SEED, AND MULCH OR SOD 1Q (TYPICAL) 2' 2.00% MODIFIED DESIGN D CURB & GUTTER P� MPS 2.00% 4.00% 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE -TACK COAT MNDOT 2357 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) 12" TO 24" SELECT GRANULAR BORROW Q2 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL @ 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. Q THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. ® STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS Standard Plate Library City of Monticello Title: Typical Street Townhouse Date: 03-05 Plate No. Revised: 5002—A 03-17 t w 80' K' VARIES 36' OR 44' FACE TO FACE ® VARIES 18' OR 22' 18' OR 22' CURIBN&B618 CONCRETE GUT 4.00% M PE R;1 6" TOPSOIL, SEED, AND MULCH OR SOD 1Q (TYPICAL) 6" 2 2.00% 2.00% Q5 TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 Q5 TYPE 2,360 BITUMINOUS NON -WEARING COURSE O5 CLASS V GRAVEL (MODIFIED) 12" TO 24" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) Q 6" MINIMUM SCARIFY AND COMPACT SUBGRADE 1Q 2 ROLLS OF SOD TO BE PLACED BEHIND CURB. TYPICAL SECTION URBAN NON—RESIDENTIAL 2Q THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. Q3 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS. 5Q PAVEMENT AND CLASS V SECTIONS WILL BE DETERMINED ON A CASE BY CASE BASIS DEPENDING ON TRAFFIC VOLUMES, PROPERTY USE AND SOIL CONDITIONS Standard Plate Library City of Monticello Title: Typical Street Non -Residential (Collector) Date: 03-05 Plate No. Revised: 03-17 5003 12" 3/4 / PER FT 3" 1/2R 1/2"R 3" 7" 5'- 0" (TYPICAL) 2'- 0" MODIFIED DESIGN "D" STANDARD FRAME & BOX FOR 8618 CURB & GUTTER MODIFIED DESIGN "D" CURB & 8618 GUTTER (TYPICAL, SEE ABOVE) PLAN 0" TYPICAL 13 , (TOrA�) NOTE: STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. Standard Plate Library City of Monticello Iffin Date: Concrete Curb & Gutter at Catch Basin 03-05 Plate No. Revised: 5 0 0 4 03-15 SAME SLOPE AS ROADWAY �8 HORIZONTAL (FORMS MAY BE TILTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3"R 1 6 1 /2 .. 3"R 3� SLOPE 0.06 FT/FT 6" 13 1/2 " O S/4"/FT SLOPE 2" MIN r2" 7" HORIZONTAL / 1� LINE / MNDOT SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0474 CU YDS / LIN FT (8612) MAY BE TILTED B612 CONCRETE CURB & GUTTER CONCRETE - 21.1 FT CU. YDS. 8612 DIVIDER PLATE 3"R 1/2 ,. 3"R 3� SLOPE 0.06 FT/FT g" 13 1/2 " O OR1 SLOPE MIN r2" OA 7" / 0 HORIZONTAL-,- ORIZONTAL LINE L / 1$ / MNDOT SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0582 CU YDS / LIN FT (8618) MAY BE TILTED B618 CONCRETE CURB & GUTTER CONCRETE - 17.2 FT / CU.YDS. (B618) 12" 3/4 / PER FT 3„ 1/2 " R 1/2 R 3" 3:1 7" 10" HORIZONTAL� LINE 2'- 0" MODIFIED DESIGN "D" CURB & GUTTER Title: Concrete Curb & Gutter Standard Plate Library y for Streets City of Monticello Date: Plate No. 03-05 Revised: 5 5 03-15 CONCRETE INFILL • NOTE: ISLAND CURB SHALL BE MODIFIED DESIGN "D" AS PER MONTICELLO DETAIL PLATE 5004 WITH MEDIAN NOSE AS PER 18' MNDOT DETAIL PLATE 7113A MIN STAN DAR D 3,_4. (4" CURB) STREET SECTION TOP OF FINISHED MEDIAN TOP OF FINISHED SURFACE PAVEMENT SURFACE 1:10 6" 6" (+) HEIGHT TO TOP OF FINSHED MEDIAN MODIFIED DESIGN "D" CURB AS PER MONTICELLO DETAIL PLATE 5004 MEDIAN NOSE AS PER MNDOT DETAIL PLATE 7113A Standard Plate Library City of Monticello Title: Typical Concrete Median Date: 04-08 Revised: 03-15 Plate No. 5006 3/8 " x 1" FORMED CONTRACTION JOINT TO BE SEALED WITH HOT POURED CONCRETE JOINT SEALER EXPANSION JOINT STEEL TO BE USE DRIVEWAY SLAB IS INTEGRAL WITH GU CONTRACTION JOINT (SAWED OR PREFORMED) ON 16' OR WIDER DRIVE R=5'- 0" 26" VARIES CONTRACTION JOINTS PLAN R=5'- 0" Standard Plate Library City of Monticello Title: 3/8 " x 1" FORMED CONTRACTION JOINT TO BE SEALED WITH HOT POURED CONCRETE JOINT SEALER EXPANSION JOINT WHERE SIDEWALKS EXIST OR ARE PROPOSED, THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK. MAINTAIN 2% SIDEWALK CROSS SLOPE THROUGH DRIVEWAY. T13.5" PAVEMENT FOR DRIVEWAY SHALL BE FROM BACK OF CURB Residential Driveway Entrance Date: 03— 05 Plate No. Revised: 03- 5007 O07 EXPANSION JOINTS CONCRETE CURB AND GUTTER d m 6' � A d e ° e d n � e e 1 CONCRETE TO BE EXPANSION POURED INTEGRALLY JOINTS LA WITH CURB PLAN v ° e � 8" °ea EXPANSION JOINTS EXPANSION JOINTS 8618 CONCRETE CURB AND GUTTER "ARIA"L 1/4 PER R /MIN FT s P 7" MIN. �� 3/4 WIDTH VARIES W 5' MIN. �j� 18" SECTION B -B Standard Plate Library City of Monticello SECTION A -A Title: Commercial Driveway Entrance Date: 03-05 Plate No. Revised: 0,3 -15 5008 EXPAND (TYP I CP MIN. 7' SLOPE 3/4 "/FT. SECTION A—A Standard Plate Library City of Monticello B-618 — 3' WIDE B-624 — 4' WIDE Title: Typical Concrete Valley Gutter Date: 03-05 Plate No. Revised: 0,3 -15 5009 Standard Plate Library City of Monticello Title: Typical Cul -De -Sac Date: 03-05 Revised: 03-15 Plate No. 5010 Standard Plate Library City of Monticello Title: Typical Oversized Cul -De -Sac )ate: 03-05 Plate No. Revised: 03 -15 5011 2% MAXIMUM PROPER CROSS SLOPE 6'- 6" 11 CONTRACTION JOINTS L 12" GRANULAR BORROW OR 6" CLASS 5 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH — 6' DEPTH — 6" FOR NEW DEVELOPMENTS *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH — 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS — 6' INTERVALS EXPANSION JOINTS — 60' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Standard Plate Library City of Monticello Title: Typical Sidewalk Date: 03-05_ Revised: 03-17 Plate No. 5012 BITUMINOUS TRAIL DESIGN ( — PATHWAY WIDTH 10 ft © — SHOULDER WIDTH 1 ft MIN. 3" SP 9.5 WEARING 6" CL 5 AGGREGATE 12" SELECT GRANULA 6" MINIMUM SCARIFY (SUBGRADE PREP) rnccir IC fI10C(1TCr) I NOTES: 1. TRAIL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE CITY OF MONTICELLO GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. 2. PEDESTRIAN RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOMES AND CONFORM TO ADA REQUIREMENTS. 3. MODIFY SURFACING, BASE, AND SUBGRADE DESIGN BASED ON EXPECTED VEHICULAR USE AND SUBGRADE SOILS. Standard Plate Library City of Monticello Title: Typical Trail Section Date: 03-05 Plate No. Revised: 5 013 03-15 V 6" SQUARE CEDAR OR TREATED WOOD POST NOTE: ALL WOOD SHALL BE CEDAR OR TREATED MAILBOX HEIGHT & OFFSET TABLE — O3 HEIGHT(j) OFFSET (j CURB & GUTTER DESIGN (IN) (IN) B6 41 — 42 11 MOD "D" 44 — 45 15 MAILBOX 1O TOP OF CURB TO FLOOR OF MAILBOX �2 BACK OF CURB TO FRONT OF MAILBOX. FOR INSTALLATIONS IN RURAL LOCATIONS OFFSET ADS4) FRONT OF MAILBOX 9"-12" FROM BOX 4 EDGE OF TURNOUT OR USABLE SHOULDER (TYR) Q PROVIDE YELLOW 3" ROUND REFLECTOR ON APPROACH SIDE OF POST (FIRST POST ONLY FOR TWO POST INSTALLATIONS) ®PROVIDE 3" SEPARATION BETWEEN MAILBOXES J) BITUMINOUS ROADWAY (TYP) % BUR � \\ \ \\\ \\\ \\\ \\\ ..a .�,`.. .. ._°° '•,: MODIFIED "D" CURB & GUTTER (TYR) NOTE: MINIMUM 3 MAILBOXES TO MAXIMUM 8 MAILBOXES NOTE: 1 MAILBOX TO MAXIMUM 2 MAILBOXES ON SINGLE POST ON DOUBLE POST INSTALLATION INSTALLATION Standard Plate Library City of Monticello HSE > / 7\//\/ HSE Title: Mailbox Detail New -Residential 03-07 Revised: 03-15 Plate No. 5014 SINGLE MAILBOX SUPPORT DOUBLE MAILB❑X SUPPORT BOX BOX BOX BOX I BOX CONTRACTOR TO OBTAIN AND SECURELY MOUNT 1 PAPER (ADS) PER MAILBOX CONTRACTOR TO FURNISH AND INSTALL MAILBOX 1" ADDRESS NUMBERS PER MAILBOX DOOR 4' ADS BOX m vn� i dill iin� THIS IS A PATENTED PRODUCT. SEE SPEC. 1703. FOR MORE INFORMATION, CONTACT TAPCO TRAFFIC & PARKING CONTROL CO. INC. PHONE1 262-814-7000 USE THIS SUPPORT OR AN CLUSTER APPROVED EQUAL IF FOUR OR MORE MAILBOXES ARE LOCATED MAILBOX IN ONE AREA. SUPPORT MAILBOX HEIGHT & OFFSET TABLE HEIGHT10 OFFSET �2 CURB & GUTTER DESIGN (IN) (IN) B6 41 - 42 11 MOD ••D" 44 - 45 15 NOTES: DTOP OF CURB TO FLOOR OF MAILBOX (2)BACK OF CURB TO FRONT OF MAILBOX. FOR INSTALLATIONS IN RURAL LOCATIONS OFFSET FRONT OF MAILBOX SHALL BE 9"-12" FROM EDGE OF TURNOUT OR USABLE SHOULDER POST I I ANCHORAGE DEVICE LOCATION OF MAILBOX POST APPROVED PROPRIETARY MAILB❑X SUPPORTS MECHANICAL TUBING Standard Plate Library City of Monticello Title: Mailbox Detail Existing -Residential )ate: 03-07 Plate No. Revised: 5 015 03-15 TRAFFIC SIGN SPECIFICATIONS O a MATERIAL: 0 3#/FT a ALUMINUM SHALL BE 5052-1-138 OR 6061–T6 ALLOY. o GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" o .100 ON THE LONGEST SIDE OVER 30" 0 0 REFLECTING SHEETING SHALL BE DIAMOND GRADE. 3#/FT.ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 0 i= a . �\ 0 CHANNEL POST SPECIFICATIONS O a GALVANIZED STEEL CHANNEL POSTS SHALL a o BE USED, 2.5 LB/FT POSTS SHOULD BE a Z USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE ° 4–RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE NOT INSTALLED Standard Plate Library City of Monticello Title: Typical Traffic Sign Installation Date: 03— 3— 05 Plate No. Revised: 03- 5 016 17 2-3/8" BOULEVARD GRADE '111111111=111111111111111111 � °�� =111111111111111111111111111 111111111 o�Q oe° 111111111111111111= q ° 111111111 TUBULAR POSTS SPECIFICATIONS s � °� IIIIIIIII-111111111 °08 °q° IIIIIIIII N TRAFFIC SIGN SPECIFICATIONS AAATFRIAI ALUMINUM SHALL BE: 5052-1-138 OR 6061—T6 ALLOY GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" .100 ON THE LONGEST SIDE OVER 30" SIGNS SHALL BE NOTCHED FOR USE WITH E-450 BRACKETS 9" STREET NAME SIGNS SHALL HAVE 6" UPPER CASE LETTERS WHITE ON GREEN HIGH INTENSITY GRADE SHEETING WITH WHITE SERIES E BORDER ALL SIGNS SHALL CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 1111111 °Jg�— CONCRETE GROUT�� 111111111 111111111 TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFFIC CONTROL SIGNS, SHALL VARY IN LENGTH, SHALL HAVE A DIMPLED TUBE BELOW GRADE OR INSTALL A ANTI— ROTATION DEVICE TO PREVENT TUBE FROM TURNING, SHALL BE 2-3/8" O.D., SHALL BE GALVINIZED AND SHALL HAVE A WEIGHT OF 2LB./FT. NOTE: CONCRETE GROUT TO BE MIXED THOROUGHLY WITH WATER BEFORE INSTALLATION NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE TO BE INSTALLED Standard Plate Library City of Monticello Title: Typical Traffic Sign Installation Date: 03-05 Plate No. Revised: 03-15 5 017 O O 2 STEEL CHANNEL POSTS MINIMUM AT DEAD ENDS APPROX. 2' 8" NOTES: DEAD END ROADWAY SIGNS SHALL BE X4-11 WITH THE FOLLOWING COLORS: REFLECTORS - RED (DIAMOND GRADE) BACKGROUND - RED MEDIAN SIGNS SHALL BE X4-2 WITH THE FOLLOWING COLORS REFLECTORS - YELLOW (DIAMOND GRADE) BACKGROUND - BLACK OR YELLOW STEEL CHANNEL POSTS SHALL WIGH 31-B./FT. AS REQUIRED. POSTS SHALL BE PUNCHED ON 1" CC AND GALVANIZED. POSTS SHALL BE OF THE 4 -RIB DESIGN. HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. 5' MIN. Standard Plate Library City of Monticello Title: Permanent Barricade & Hazard Markers )ate: 03-05 Plate No. Revised: 0 3-15 5 018 1 . Drive a 1.1 m (3.5 ft) base post in the ground so that no more than 100 mm (4") is above ground level. Nest casting into top of post. Insert two 8 mm x 40 mm SLIP SAFE socket—head attachment bolts with flat washers through the post. Place the nuts on the inside of the casting. Tighten the bolts using the turn—of—the—bolt method. The bolts should be tightened 1/2 to 3/4 turn after snug. 0 0 0 a 0 0 3. Place keeper plate on top of the base post SLIP SAFE casting with keeper plate holes aligned to v—notches in casting. 2. Attach casting to top post using two 8 mm x 40 mm SLIP SAFE socket—head attachment bolts with flat washer through casting and post. (Note: If top post will be used with a street sign bracket, attach the SLIP SAFE casting into the opposite end of the top post where the first hole is 25 mm (1") from end. This will ensure that the street sign casting will align correctly with the holes in the top post.) Attach the second casting to top post in same manner. 4.Position SLIP SAFE top post with attached casting over the keeper plate and base posts SLIP SAFE casting so that both SLIP SAFE castings align. Place a flat washer on the two 13 mm x 55 mm SLIP SAFE attachment bolts and insert them from the bottom, up through the holes in the keeper plate. Place a second flat washer over the protruding bolts. Put on lock washers and nuts and tighten. Using the turn—of—the—bolt method, the attachment nuts should be tightened 1/3 to 1/2 turn after snug. Standard Plate Library City of Monticello Title: Slip Safe Breakaway System Date: 03-05 Plate No. Revised: 03-15 5019 Standard Plate Library City of Monticello Title: Conservation Easement Post Detail Date: 03-05 Revised: 03-15 Plate No. 5020 C 0 4x4 TREATED POST N S 3" WIDE BY 30" LONG BROWN R ALUMINUM SIGN WITH 1-1/2" V HIGH WHITE LETTERING 31" A T I 0 N 4'-0" A R E A 17" - = GRADE SET POST IN QUICKCRETE FAST -SETTING CONCRETE OR APPROVED EQUAL. MIN 12" DIA HOLE 4'-0" Standard Plate Library City of Monticello Title: Conservation Easement Post Detail Date: 03-05 Revised: 03-15 Plate No. 5020 SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. CURB 8c GUTTER / I � / O / CSO )� O O }` tom- Olol Standard Plate Library City of Monticello Title: Residential Gravel Construction Entrance Date: 03-05 Plate No. Revised: 6001 03-15 - ZS-_O�/00 C� O — c> \ ri III 3" OF 1 ROCK OR 6" 6" CRUSHED CONCRETE OR / APPROVED EQUIVACENT / / TAPER 3" OF 1-1/2" ROCK DEPTH AND WIDTH OR SIDEWALK IN 10' 6" CRUSHED CONCRETE Standard Plate Library City of Monticello Title: Residential Gravel Construction Entrance Date: 03-05 Plate No. Revised: 6001 03-15 Gravel pads) MnDOT Class CA -15 or CA -25 Riprap Bedding Original Geotextile fabric grade v oo 0 v v SECTION B—B (not to scale) Ribbed or Corrugated steel plates v o Original Geotextile fabric SECTION A—A grade (not to scale) NOTES: Channelize runoff to sediment Sediment Trapping Device trapping device Ribbed or Corrugated steel plates A A v B 0 Q o o E o CD v v o O p U O v v O O v Q Imo CD o o v z v >< / / % o Slo e away 24' min. P Y from B w / highway 50' min. Match IK or Right of Way Existing Grade PLAN Title: Commercial Gravel Standard Plate Library Construction Entrance Cit of Monticello y Date: Plate No. 06-14 -- Revised'03-15 6 2 ___-_---_� EXISTING PAVED 12' MIN C❑NSTRUCTI❑N MATS, WOVEN OR TRM ROADWAY 50' MIN END OVERLAP 18' MIN TRM END OVERLAP WITH SPIKES OR STAKES STRAP CONNECTORS C❑NSTRUCTI❑N MAT END OVERLAP INTERL❑CK WITH STRAP CONNECTORS A END OVERLAP\ DISTURBED AREA, CONSTRUCTION SITE, STABILIZED STORAGE AREA OR STAGING AREA SIDE OVERLAP PAD AREA (ANY SIZE) Standard Plate Library City of Monticello Title: SIDE f OVERLAP Mud Mat Entrance Date: 06-14 Plate No. Revised: 06-14 6003 0 00 0 0 -Lo 0 0 0 0 0 0 0 0 0 10 R H 0 0 0 0 C C 0 I. 0 0 0 0 0 0 . 1 PAD AREA (ANY SIZE) Standard Plate Library City of Monticello Title: SIDE f OVERLAP Mud Mat Entrance Date: 06-14 Plate No. Revised: 06-14 6003 EXISTING CURB PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL. * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello DEFLECTOR PLATE OF 1EIGHT OVERFLOW IS Y2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY URB FILTER ASSEMBLY DIAMETER, 6" ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: 03-07 Plate No. Revised: 03-15 6004 OVERFLOW OVERFLOW SLOT IN SHROUD Standard Plate Library City of Monticello m�y:I�alaa�■:rzr.� .T FABRIC SLEEVE R MnDOT SPECIAL OVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 rtle: Inlet Protection Grate Inlet Cover Date: 03 Plate No. -07 Revised: 03 -15 6005 c a E N �o + N Q7 NU II t a3 L II L o C M II O 7 W m m U N U U m- ;ON 0 Lvn) mL`U > WF3? J F-- 00 000=2�0 mW Nd0E-a MOIL >a= <Z OZ iI mQ w F ww o W 11 0 N wrU Oo - L.ov , V° p°>> �w _Q rJ zo D d =z Z F-- Q Q �} dU (nw N aNiow m = m or rQ. 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O omwo x<U HF (n r wrnU_rz 00U �= w F0 o Q Om �Q wS o Em o m 0 O ON�m OrN J NO -L U QOsn?Q wQ wo' �} ?� UMWWCL UOZ u ® N NW WW mQ Z0 <2 LN O_IiUO_ II D J rMS W zJ d(� Z WO3 l�JalQQ� s (Wnd w a m= O m w o zm o 22 N0 <o� S Z Z _ a o v NQam Li �z�O 0000 SWM I QeJ m00W W z mQ U J ToQ J.r~In 0�p N �� w WW d N W � II g O _ 0 0_ � W J m m Z W Z > y+ N ' z _O Sm W J O D_'a- m r F N �0 W 00w W U HBO Q Z J �m F W( w� w {Q� ". D�z� z WD_' Z) ON �a Nd II 00 Q NOQd r� N= 6W ((n >- Qm II z LL0 a a oQ'nz �l ZLUU,, w3 �H W Lj �UWN T II Y Oz< z a0((L UQE owa O wzwm p O 3 II W J ZUW Z O U W r JwJW _ N II UZ LO. claim F- Nrrnm Ul w=Q En W Z��Z W M< 0 U 0 O U K of r ¢ w ¢ O A CALL TO GOPHER STATE ONE (454-0002) x r w S(nm r z r(nS IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. Title: Residential Building Standard Plate Library Erosion Control CityCit of Monticello Date: Plate No. 03-05 ��--- 6006 Revised: __- 03-15 tet Emergency spillway crest � Pipe Anti seepage collar (typ.) TEMPORARY SEDIMENTATION BASIN WITH OUTLET PIPE Emergency spillway crest t Perforated Standpipe Anti seepage collar (typ.) TEMPORARY SEDIMENTATION BASIN Z 3/4" rock cone T- 1/3 - 1/3 Z 1 WITH STAND PIPE OUTLET Emergency spillway Perforate standpipe D 1" holes spaced 8" to 10" on center NOTE: D = diameter of standpipe equal to diameter of pipe. Pipe material must be rigid STAND PIPE DETAIL Standard Plate Library City of Monticello Title: Temporary Sediment Basin Date: 03-07 Plate No. Revised: 03-15 6007 I. ROCK WEEPER MNDOT TYPE 9 MULCLl (1)/2" WASHED ROCK) DIRECTION 0 SURFACE FL( TYPE IV GEOTEXTILE FABI1 ANCHORED IN 6" X 6" TRENCH WITH 6", 11 GAUGE METAL STAPLES AT 4' INTERVALS 6-12" II. BIO WEEPER MNDOT TYPE 9 MULCH (1 )/2" WASHED ROCK) DIRECTION OF SURFACE FLOW —j TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6" TRENCH WITH 6", 11 GAUGE METAL STAPLES AT 4' INTERVALS i ZSTAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS 6-12" >1.5 18" STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS 6" DIAM. WATTLE WITH MINIMUM 24" SURVEY LATH STAKED 2' O.C. ALONG WATTLE LENGTH Standard Plate Library City of Monticello Title: Ditch Check Rock Weeper Bio Log Date: 03-07 Plate No. Revised: 03-15 6008 6" TO 7" DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING TYPE 2E BIOROLL DITCH CHECK USE ON ROUGH GRADED AREAS 1" X 2" X 18" LONG WOODEN STAKES AT 1' 0" SPACING MAXIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE BIOROLL AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. PROVIDE 8" TO 10" OF EMBEDMENT DEPTH. FLOW BIOROLL STAKING DETAIL JT 10" EMBEDMENT DEPTH NOTE: WHEN M❑RE THAN 1 BI❑R❑LL/C❑MP❑ST L❑G IS NEEDED, OVERLAP ENDS A MINIMUM ❑F 6" AND STAKE Standard Plate Library City of Monticello ENTRENCH A MINIMUM ❑F 2" Title: Bio Log Staking Straw or Wood Bio Roll Date: 03-08 Revised: 03-15 Plate No. 6009 Where IIIC IIUW sheeting, place perpendicular to of water flow. UI WUICI IJ sod strips the direction SHINGL Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Standard Plate Library City of Monticello Title: Sod Placement Date: 03-07 Plate No. Revised: 03-15 6 010 19h '9k � 3.3' 3.3' oL20 LAO 3.3' 0.7 STAPLES PER SQ. YD. 4:1 SLOPES 1.15 STAPLES PER SQ. YD. 3:1 SLOPES 3.75 STAPLES PER SQ. YD. HIGH FLOW CHANNEL & SHORELINE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15om) DEEP X 6"(15m) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM ,STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: `IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAYBE NECESSARY TO PROPERLY SECURE THE BLANKETS. Standard Plate Library City of Monticello Title: Erosion Control Blanket Stapling Patterns & Installation Date: 03-08 3_08 Plate No. Revised: 0,3_ 15 6011 011 PRUNING SHOULD BE LIMITED TO ONY BROKEN, DEAD, OR DAMAGED LIMBS AND SHOULD NOT CHANGE THE APPEARANCE OF THE TREE. TRUNKS OF THIN BARK SPECIES TO BE WRAPPED FOR WINTER MONTHS OR FALL PLANTINGS. 3"-4" LAYER OF WOOD CHI STAKES NOT RECOMMENDED UNLESS THE TRUNK EASILY WAIVERS Y-5". ADJUST TREE SO THAT ROOT FLARE STANDS LEVEL OR SLIGHTLY HIGHER THAN EXISTING SOIL. CUT AND REMOVE ROPES AND WIRES HOLDING THE BURLAP IN PLACE, PULL BURLAP BACK DOWN TO EXPOSE TOP OF BALL. (j/0 „ DUG OR ROTOTILLED AREA -12 DEPTH 2 TO 5 TIMES ROOT BALL DIAMETER FIRM SUBSOIL TO PREVENT SETTLING Standard Plate Library City of Monticello Title: Typical Tree Installation Date: 03-15 Plate No. Revised: 0,3 -15 6 012 ALL EXCAVATION & BACKFILL TO COMPLY WITH CITY EXCAVATION ORDINANCES AND REQUIRE EXCAVATION PERMIT FROM PUBLIC WORKS OFFICE. DRAINAGE & UTILITY EASEMENT LINE TELEPHONE, TV OR FIBER PEDESTAL i� FIBER OPTIC IN THE EVENT OF A HYDRANT AT A PROPERTY CORNER, MOVE EC. TRANS. AND PEDESTALS BA( TO MAINTAIN 10' CLEAR SPACE CNI 6' 6' TYPICAL TYPICAL FIBER UTILITY EASEMENT P 12' 3't [--4'— LOT STAKE CENTERLINE TRENCH PE GAS WITH LOCATE WIRE STREET 27 8" MIN. a 1� LFIBERIJ_D. D. OF PIPE 42" O ELE CAN ELEC 2 MIN. COVER 1st STAGE OF BACKFILL [-30" MIN. A EASEMENT INSTALLATION SEWER AND WATER STUBBED 11INSIDE PROPERTY LINE TV OR FIBER JOINT TRENCH OPTIC— 6' CONCRETE POSSIBLE eSIEW4LK HYDRANT. TREE PLANTING AREA LIG —BACK OF CURB ALL ROAD CROSSINGS TO BE RIGID NMC CONDUITS R/W TO R/W WHERE SIDEWALK OR PATHWAY IS INSTALLED. Standard Plate Library City of Monticello LI NG— Title: Joint Trench Utility for Existing Residential Developments Date: 03-05 Plate No. Revised: 0,3_15 7001 ALL EXCAVATION & BACKFILL TO COMPLY WITH CITY EXCAVATION ORDINANCES AND REQUIRE EXCAVATION PERMIT FROM PUBLIC WORKS OFFICE. DRAINAGE & UTILITY EASEMENT LINE TELEPHONE, TV OR FIBER PEDESTAL 6' 6' TYPICAL TYPICAL L UTILITY EASEMENT P 12' LOT STAKE PE GAS WITH LOCATE WIRE STREET 24" — 30' 18 wnoniinir rnor �� . �r� MIN . COVER I O.D. OF PIPE FIBER TELE CAN ELEC 12" MIN. COVER 1st STAGE OF BACKFILL 45" IN. —7 EASEMENT INSTALLATION SEWER AND WATER STUBBED 11INSIDE PROPERTY LINE TV OR FIBER LL �. CENTERLINE IN THE EVENT OF A HYDRANT TR NSJOINT TRENCH AT A PROPERTY CORNER, MOVE SEE DETAIL ABOVE ELEC. TRANS. AND PEDESTALS BACK a TO MAINTAIN 10' CLEAR SPACE z 6' CONCRETE POSSIBLE e SIEW4LK HYDRANT-. LIG OF CURB TREE PLANTING AREA ALL ROAD CROSSINGS TO BE RIGID NMC CONDUITS R/W TO R/W WHERE SIDEWALK OR PATHWAY IS INSTALLED. Standard Plate Library City of Monticello LI NG— Title: Joint Trench Utility for New Residential Developments_ Date: 03-08 Plate No. Revised: 0,3-15 7002 Standard Plate Library City of Monticello Title: Non Joint Trench Utility for Commercial/Industrial Developments Date: 03-05 Plate No. Revised: 03-15 7003 ALL EXCAVATION & BACKFILL TO COMPLY WITH CITY EXCAVATION ORDINANCES AND REQUIRE EXCAVATION PERMIT FROM PUBLIC WORKS OFFICE. P/L 12' UTILITY EASEMENT 11'-13' PED. 1' 2' 3' 2' 3' 1' 6' 6' TYPICAL TYPICAL ,„ ,; „r., STREET 0" GAS TELE CAN 36 " FIIBBER 0 0 0 42'• ELEC 0 ELECTRICAL TRANSFORMERS ARE TYPICALLY PLACED WITHIN 15' OF THE BUILDING DRAINAGE & UTILITY SEWER AND WATER STUBBED EASEMENT LINE 11' INSIDE PROPERTY LINE C. TELEPHONE OR FIBER PEDESTAL FIBER OPTIC L LE ELECTRIC F F F F N E E E E cJQi GAS TELEPHONE G G G N G T T T T N TELEVISION TV TV TV TV PROPERTY LINE TREE PLANTING AREA STREET LIGHTING STREET LIGHTING STREET LIGHTING ih BACK OF CURB ALL ROAD CROSSINGS TO BE RIGID NMC CONDUITS R/W TO R/W WHERE SIDEWALK OR PATHWAY IS INSTALLED. Standard Plate Library City of Monticello Title: Non Joint Trench Utility for Commercial/Industrial Developments Date: 03-05 Plate No. Revised: 03-15 7003 m D Cn TI TI Z M Z 2 r0 (� Z1 � m m m���m� m m Nm Dmmm;D 0m ;a� nm>;a- 4 D� j��� j n w m N 2 Z�K: Ar -T, M> M N Om��OZ m Sm Dnl 0CD C:z T,>. z0mK: mC�C7 OZzD m=(P 0mz cmi a O K m�0�m m D V D z 0' f� m Z D �7�2rGz Om Om mr �J 2 O Z (J1 m m m (n N m Cn Z 02 C7 ZJ 0 D C/) m �rt uaN �- DO�=m nN o��a Om -mD mZ Pmau Z�2C-C m=m00 o• 00, "o n�C C1 m�ZZ �0�� D!� :2W? XA moo ;;D W Z�7-A FA Z mm 2ZZ O 20(-)0 OC22 C CO CO O (n Fq X F9 O Z 2 O C (n m Title: Trench Utility For Standard Plate LibraryJoint Town Houses City of Monticello Date: Plate No. 03-05 -- --___� 7004 Revised: 03-15 O w Uw H cr Q0 Na dW 0a F -- Er Er W Standard Plate Library City of Monticello W U W (n U F- CL O W W M L, CX w O SU W V1 W U Z O U Lu H O O O O H O O Title: Service Drop Locations for all Developments Date: 03-05 Plate No. Revised: 03-15 7005 N O w Uw H cr Q0 Na dW 0a F -- Er Er W Standard Plate Library City of Monticello W U W (n U F- CL O W W M L, CX w O SU W V1 W U Z O U Lu H O O O O H O O Title: Service Drop Locations for all Developments Date: 03-05 Plate No. Revised: 03-15 7005 1. 6" CLASS 5 REQUIRED 2. MATCH EXISTING BITUMINOUS BASE THICKNESS 3. MATCH EXISTING BITUMINOUS WEAR THICKNESS FILL POT HOLE AREA WITH LIKE MATERIAL EXCAVATED. E EXISTING PAVEMENT AND \ CLASS 5 SECTION PRIVATE UTILITY (ELECTRIC, GAS, TELEPHONE, FIBER OPTIC, CATV) 100% STANDARD PROCTOR DENISTY REQUIRED IN THE UPPER 3' OF THE POT HOLE AREA AND 95% BELOW THAT MECHANICAL COMPACTION EQUIPMENT SHALL BE USED TO ACHIVE REQUIRED COMPACTION Standard Plate Library City of Monticello Title: Pot Hole of Private Utilities in Pavement Areas Date: 04_08 Plate No. Revised: 03-15 7008 \ \ \ \ \ \ \ EXISTING UTILITY \ \ \ \ \ \ \ 100% STANDARD PROCTOR DENISTY REQUIRED IN THE UPPER 3' OF THE POT HOLE AREA AND 95% BELOW THAT MECHANICAL COMPACTION EQUIPMENT SHALL BE USED TO ACHIVE REQUIRED COMPACTION Standard Plate Library City of Monticello Title: Pot Hole of Private Utilities in Pavement Areas Date: 04_08 Plate No. Revised: 03-15 7008 4" MINIMUM TOPSOIL REQUIRED - SOD OR SEED DITURBED AREAS AS DIRECTED BY CITY O EXISTING UTILITY 95% STANDARD PROCTOR DENISTY REQUIRED FROM BOTTOM OF EXCAVATION TO TOP OF EXCAVATION Standard Plate Library City of Monticello PRIVATE UTILITY (ELECTRIC, GAS, TELEPHONE, FIBER OPTIC, CATV) Title: Pot Hole of Private Utilities in Off Pavement Areas Date: 04_08 Plate No. Revised: 04-08 7 O 0 9 R/W EL CONCRETE WALK CURB & GUTTER NON METALLIC CONDUIT STEEL FENCE POST BUIRIED 6" BELOW FINISHED GRADE (TYPICAL) STEEL FENCE POST BUIRIED 6" BELOW FINISHED GRADE (TYPICAL) CITY FIBER OPTIC U -CHANNEL POST FUTURE CITY FIBER OPTIC CONDUIT SHALL BE LOCATED ON WESTSIDE OR SOUTHSIDE OF CROSSING LOCATION CONTRACTOR SHALL INSTALL END CAPS ON FUTURE CITY CONDUIT. CAPS TO BE STAMPED WITH CITY LOGO AND FURNISHED BY THE CITY ABOVE GROUND U -CHANNEL POST SHALL BE PLACE AT TIME OF CONDUIT INSTALLATION BELOW GROUND STEEL FENCE POST MARKER SHALL BE PLACED AT TIME OF CONDUIT INSTALLATION AT THE END OF THE FUTURE CITY FIBER OPTIC CONDUIT AND SHALL REMAIN IN PLACE AFTER CONDUITS HAVE BEEN ACCESSED O C O N X I N G O R/W 0.063" THICK ALUMINUM SIGN. BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED NOTE: BACKGROUND. CONDUIT CROSSING MARKER SIGNS SHALL BE FURNISHED U -CHANNEL POST, MINIMUM 2 LB./FT. AND INSTALLED FOR ALL CONDUIT CROSSINGS 6' LONG, GALVANIZED. POST TO BE BURIED 2' UNDERGROUND AND SHALL BE CONSIDERED INCIDENTAL AND EXPOSED 4' ABOVE GROUND Standard Plate Library City of Monticello Title: Conduit Crossing Markers Date: 02-06 Plate No. Revised: 03-15 7 010 APPENDIX C DUCTILE IRON MECHANICAL JOINT FITTINGS WEIGHTS (AWWA C153) GENERAL SPECIFICATIONS AND APPENDIX C STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION CITY OF MONTICELLO, MN REVISED APRIL 2017 Ductile Iron Mechanical Joint Compact Fittings Weight in Pounds per AWWA C153 BENDS (MJ -MJ) Size 90° 45° 22 1/2° 11 1/4° 4" 23 19 17 16 6" 44 37 33 31 8" 61 49 44 40 10" 94 74 64 57 12" 124 101 85 73 14" 220 164 148 129 16" 264 202 179 162 18" 410 289 292 196 20" 505 348 364 227 24" 1 586 1 475 1 385 1 345 NOTE: DO NOT use 90° bends. Use (2) 45° bends. TEES (MJ -MJ) Size 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 4" 32 46 10" 49 62 12" 6" 68 6" 51 63 16" 130 170 8" 99 108 8" 61 75 87 1 225 10" 98 118 138 10" 80 93 102 117 100 140 162 190 12" 98 113 123 137 156 259 223 244 14" 183 206 229 235 281 397 333 16" 18" 229 248 265 281 317 323 630 18" 20" 275 280 286 370 415 445 490 634 547 20" 335 383 410 432 475 530 560 605 24" 1 1 415 1 445 1 470 1 500 1 550 1 580 625 660 720 CROSSES (MJ -MJ) Size 4" 6" 8" 10" 12" 14" 16" 18" 24" 4" 42 38 46 10" 49 62 12" 6" 68 72 111 140 16" 130 170 8" 99 108 108 195 255 24" 1 225 10" 98 118 138 144 i809 12" 100 140 162 190 214 14" 181 259 223 244 299 16" 250 289 345 397 333 385 18" 260 282 308 205 384 630 24" 20" 306 341 370 392 451 634 547 24" 403 431 465 494 553 714 830 REDUCERS (MJ -MJ) Size 4" 6" 8" 10" 12" 14" 16" 1 18" 1 20" 24" 6" 22 38 46 10" 49 62 12" 8" 29 32 111 140 16" 130 170 10" 40 42 45 195 255 24" 1 225 12" 52 53 55 57 14" 112 108 100 100 16" 144 136 128 119 138 18" 195 190 190 190 210 20" 210 205 220 290 335 24" 290 335 310 315 307 SOLID SLEEVES (MJ) Size Short Lon 4" 17 20 6" 28 33 8" 38 46 10" 49 62 12" 56 76 14" 111 140 16" 130 170 18" 160 200 20" 195 255 24" 1 225 1 300 CAPS (MJ) FLAT Size 4" 9 6" 15 8" 22 10" 32 12" 42 14" 66 16" 92 18" 114 20" 125 24" 1 166 PLUGS (MJ) FLAT Size 4" 10 6" 16 8" 26 10" 36 12" 46 14" 75 16" 95 18" 121 20" 135 24" 1 175 DAVErO M� SUPERIOR SHALLOW FIELDSTONE Thermoform Plastic Formliner 5" 8 General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10, subject to pattern configuration, proper handling and jobsite configurations. Care and Handling: To protect from thermal deformation, formliners should not be exposed to temperatures above 140°F (60°C). To avoid discoloration from sunlight exposure, formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction +/-'/s" @ 70°F. Keep away from steam, acids, and certain fuels. Styrene ABS Product Code # Product Code # F3170576 F3170501 Uses Uses 1 Up to 10 Material Thickness Material Thickness .090 .110 Standard Dimensions Standard Dimensions 10'x4' 10'x4' Color Color White Gray 00, SSVMOMS° BY DAYTON SUPERIOR 75 DAYTONSUPERIOR.COM DAVErON� SUPERIOR No Photo Available 6" WOODGRAIN SHIPLAP Thermoform Plastic Formliner General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10, subject to pattern configuration, proper handling and jobsite configurations. Care and Handling: To protect from thermal deformation, formliners should not be exposed to temperatures above 140°F (60°C). To avoid discoloration from sunlight exposure, formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction +/- 1/8" @ 70°F. Keep away from steam, acids, and certain fuels. Styrene ABS Product Code # Product Code # F70603 F70631 Uses Uses 1 Up to 10 Material Thickness Material Thickness .090 .110 Standard Dimensions Standard Dimensions 10'x4' 10'x4' Color Color White Gray svmomso BY DAYTON SUPERIOR DAYTONSUPERIOR.COM DAVErON� SUPERIOR 10' SANDBLAST - MEDIUM Thermoform Plastic Formliner General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10, subject to pattern configuration, proper handling and jobsite configurations. Care and Handling: To protect from thermal deformation, formliners should not be exposed to temperatures above 140°F (60°C). To avoid discoloration from sunlight exposure, formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction +/-'/s" @ 70°F. Keep away from steam, acids, and certain fuels. Styrene ABS Product Code # Product Code # F3170596 F3170513 Uses Uses 1 Up to 10 Material Thickness Material Thickness .070 .070 Standard Dimensions Standard Dimensions 4'x 10' 4'x 10' Color Color White Gray SYMomse BY DAYTON SUPERIOR 101 DAYTONSUPERIOR.COM Formliners, ':i Pattern Number: 1231 Split Cedar Shingle 1/2" (13mm) depth 4" to 6" lap with 4" to 8" random shingles s � a n Varies 4.0" to 8.0" M x m�u ❑epth _ o ' 1,625 LO. Bonded to 3/4" plywood Varies 0.250 to 0.375 Concre i r1 Elosto$peCT"A Standard size 4'x8' and 4'x10' Custom sizes available E105tospecLitdr " Standard size 4'x8' and 4'x10' Custom sizes ovolloble Available Thicknesses: 0.070, 0.090, 0.110, and 0.15 ThermoSpecTM Standard size 4'x10' h1 n Custom sizes: any less than 4'x10' Visit www.specformliners.com for application guides and technical information ThermoSpectm SINGLE OR MULTI -USE PLASTIC Property HIPS ABS Tensile D638 3700 5300 (Flexural D7905 - 9300 Hardness D786 Material Weights - Ibs/ft2 105 Material Weights - lbs/ft2 0.070 MIL 0.110 MIL 0.150 MIL 0.393 0.621 0.843 ElastoSpec Litetm Semi-Elastomeric ElastoSpectm 100% Solid Urethane MULTI -USE MATERIAL Property ASTM Rating Shore D D2240 65 Tensile D412 3000 psi Elongation D412 300% Tear Strength D2370 23 MPa Material Weights - Ibs/ft2 Varies by Pattern BONDED TO 3/4" PLYWOOD Property ASTM Rating Shore A D2240 50-55 Tensile D638 800 psi Elongation D638 600% Tear Strength D624 200 pli Material Weights - Ibs/ft2 Varies by Pattern Call for ThermoSpect' Standard Panel Sizes on this pattern. Custom Sizes and Art Panels available ElastoSpectm Customized Panel Sizes and Art Panels Spec Formliners, Inc. 530 East Dyer Road, Santa Ana, CA 92707 www.specformliners.com - Phone: 714 429-9500 - FAX: 714 429-1460 Overview Falcon' SC70A Series heavy duty closers are built for applications that demand reliable door control and easy maintenance. The SC70A Series closers are ANSI Grade 1, ADA compliant and deliver tough performance at an unbeatable value. Choose the SC70A for interior or exterior doors in retail shops, restaurants, apartments, small offices and a variety of other high traffic applications. Features and benefits: • Fully adjustable sizes 1-6 • Separate adjustable general speed, speed and backcheck • Common industry hole pattern • Non -handed for left or right swingin • Double heat-treated pinion • 1'/z" diameter, heat-treated forged piston • Listed ANSI/BHMA A156A Grade 1 • Meets ANSI A117.1 • Cover is UL approved for use in fire rated assemblies ALLEGION' • UL listed and compliant to UL10C and UBC 7-2 (19 97) • Comes standard with universal screw pack, including self reaming and tapping screws The right accessories for every job The non -handed design of the SC70A Series and its quick and easy installation make it perfect for any high traffic application where Grade 1 heavy duty performance is needed. Regular Soffit shoe support (RW/PA) Provides anchorage for fifth screw used with soffit shoe where reveal is less than 31/,6" (78mm). Hold open (HW/PA) Blade stop spacer Required to lower parallel arm shoe to clear 1/2" (13mm) blade stop. Heavy-duty regular (HD/PA) Auxiliary shoe Requires a top rail of 7" (178mm). Optional shoe Dead stop (DS) replaces PA shoe for parallel arm mounting of regular arm with overhead holder/stop. Dead stop m Plate hold open (DS/HO) ° m Required for hinge side mount where top rail is less than 3 7/8" (98mm). Required for top jamb mounting where head frame is less than 3 7/8" (98mm). m ® Spring -n -Stop (SS) Parallel arm plate Required for parallel arm mounting where top rail is less than 6" (152 mm), measured from the stop. Plate Spring -n -Stop requires 1 3/4" (44mm) minimum top rail measured ® hold open (SS/HO) from stop. Cover o Forged arm (FA) I Standard, non -handed, full plastic cover encloses the closer body. ® Forged arm with Available finishes hold open (FA/HO) 622 689 695 696 Matte black Aluminum Dark bronze Brass About Allegion I■\ Allegion (NYSE: ALLE) is a global pioneer in safety and security, with leading brands \�\_ like CISA; Interflex; LCNI Schlage° SimonsVoss®and Von Duprin® Focusing on security ALLEGION' around the door and adjacent areas, Allegion produces a range of solutions for homes, businesses, schools and other institutions. Allegion is a $2 billion company, with products sold in almost 130 countries. For more, visit www.allegion.com. © 2017 Allegion 011170. Rev. 06/17 aptiO LCI ® STEELCRAFT VON DUPRIN www.attegion.com/us Raindrip, Model R201A, Reese riReese Enterprlses,lnc- ABOUT WEATHERSTRIPS Page 1 of 1 HOME 4NC HE CATAM W I WNWH SITE P THRESHOLDS MATS 0 GRAZES STRIP ODORS pODR ACCESSORIES Path: Online Catalog - Door Accessories - Raindrip - R201 A MEEMM Reese Catalog Number: R201 Description: R201 A - Mill Aluminum Raindrip Weatherstrip, 1- 1/2"" x 2-1/2 Retail Price*: $ 4.30 per foot Quantity: Options: Length 0 inches Comment (specify fractional inches or comments here) 2-ilP• All parts come with holes unless otherwise specified. * Note all items are listed at retail price. Your actual price will vary. Place Item in Cart Weatherstrips and Door Thresholds by Reese © 2010 Reese Enterprises, Inc. - Minneapolis Web Design by First Scribe Inc. HOW TO ORDER CONTACT i Call and hear for yourself. 1-500-328-0953 http://www.reeseusa.com/item/R201A 2/5/2010 DE Series Doors Republic's DE Series doors are available in 20, 18 16 and 14 gage cold -rolled, Agalvannealed and (G90) galvanized steel. Face sheets are continuously projection welded to hinge and lock channels on 5" centers. SDI Levels 1, 2, 3 and 4 - Physical perform- ance levels A, B, C and D. ■ 3/4" (19) cell honeycomb core 100% bonded to skins to pro- vide exceptional strength, flatness and acoustical performance. ■ Hinge edge is non -beveled and reinforced with a full height 10 gage steel channel projection welded at a max. of 5" on cen- ter. ■ Continuous flush, 16 gage top and inverted bottom channels projection welded to both face sheets every 2-1/2" on center. ■ Lock edge is non -beveled and reinforced with a continuous 14 gage steel channel, mortised and cylindrical lock reinforce- ments are integral 14 gage reinforcements. ■ Doors are prepared for 4-1/2" standard or heavy weight, full mortise template hinges. ■ Non -handed design (square lock edge). ■ Size availability: minimum 1'0" (305) x 110" (305); maximum 510" (1524) x 10'0" (3048). ■ Doors are thoroughly cleaned, phospatized and primed with a coat of force -cured rust inhibiting primer. ■ Doors are individually packaged and fully plastic wrapped to prevent damage. Options ■ When closer reinforcement required, 14 gage standard/12 gage optional ■ A60 galvannealed, G90 galvanized or textured wood -grain or leather -grain steel ■ Continuously welded seamless design or filled seamless design Cores Available For DE Series Doors Honeycomb (Standard) ■ Efficient in 951 p of all weather conditions ■ STC rating of 38 standard. U Factor of .342. Flush Top Channel And Visible Seam Continuous 14 -gage steel integral lock channel rein- forcement with provi- sions for gov- ernment series 4 160 or 161 cylindrical locksets (2-314" (70) backsel) and ANSI All 5.2 lock front (1- 118" (29) x 2-1/4" (57)). Standard doors have provisions for 4-112" (114) full mortise Heavy Weight or Standard Weight hinges with 1/4" hinge backsel Doors are not handed ° and use ° hinge ° fillers. ° 4t1___1 Bottom Reinforced With Inverted Channel Continuous 14 - gage steel inte- gral mortise lock reinforcement with provisions for government series 86 mortise locksel and ANSI Al 15.1 lock front (1-114" (32) x 8" (203)). Lever Lock Prep —161 DT (Modified 161 Prep) Conforms with the ANSI 115.18161 lever lock specs. WARNING: Use rose tdm with a min. diameter of 3.5116" to cover prep. ■ Lock edge beveled 1/8" in 2" • Polystyrene, mineral fiberboard and polyurethane solid cores or steel stiffened ■ Finish paint (Republic standard and custom colors) Polystyrene ■ Solid core ■ Efficient in extreme weather conditions. Mineral Fiberboard IN Solid core ■ Rated for max of 250- temperature rise J, Polyurethane ■ Solid core ■ Recommended for use In Arctic conditions All Republic Series DE DL, DS & DB Doors up to 4'0" x 10'0" (min mum width 2'0": can be cont nuously welded and seamless. Universal & Drywall Frames ME Series Universal Frames and MH Series Drywall Frames are constructed to conform to Steel Door Institute Standard ANSI A250.8-1-1998 (SDI -100). ME/MH Series Frames are formed from 14, 1® or 18 gage cold -rolled steel, hot rolled steel or a v nlz steel (14 gage max. height of 10'0"). Frames may be either knocked -down or have corners welPTOnd ground smooth. Knockdown corners have aligning tabs and slots for secure, easy interlocking of jambs to head. Frames are provided with 9/32" silencer preparation, (3) per strike jamb and (2) per head for double openings for field application after finish painting. Frames for 1-3/4" (44) doors shall have 9 gage steel universal hinge tap plate projection welded with provisions for 4-1/2" (114) x 4-1/2" (114) template type hinges and 14 gage steel strike reinforcement plate, extruded and formed to the equivalent of 10 gage, projection welded with provision for Universal ANSI A115.1 or ANSI A115.2 strike. Frames for 1-3/8" (35) doors shall have 11 gage steel hinge reinforcement plates projection welded with provisions for 3-1/2" (89) x 3-1/2" (89) template type hinges and 14 gage steel strike reinforcement plate projection welded with provision for cylindrical ANSI A115.2 strike. Optional reinforcement for surface closer made of 12 gage steel. Optional reinforcement provided for other hardware when required. For more detailed information regarding universal and drywall frames, please request Republic Technical Data Manual. 12 gage masonry frames also available. 112• (13) Drywall Profiles) T1 318'(,0 Jamb Depths 2-L� x,14: THRU 15' (381: 112' (13) DOUBLE RABBET �-} STOCK = 4.418' (114;. 4618• (121 if' I 5.418' (149) 5-518' (,43) 5.818' 11462. — 3rftol 5.718' (149) 6-2/8'(1591 7-1'r(1812 8.218' (216) tr 4-112' (114 THRU ,5- 1381 CASED OPENING (NON STOCK! M'031 31B', 37 m 3' (761 THRU 8.314' 1222) SINGLE RABBET (NON STOCK) ME Universal Miter Rough Opening Required For Butted Universal Frame Door Width Opening + 2 Times Face Dimension +1i2" Door Height Opening + Face Dimensicn + 114" (10' maximum height) MH Drywall Miter Rough Opening Required For Drywall Frame Door Width Opening + 2" (51) Door Height Opening + 1" (25) (9' maximum height) Assuming 2" Face Dimension For SGL-RBTD or CASED OPG. - Door Width + 3" Universal Profiles/Jamb Depths 7116" 111, ^' 4.112•(11q THRU20'(508� NARROW FACE (NON STOCK) 7116-•} 11) II "--� 41rz• (11a) THau 2a• (see) DOUBLE RABBET STOCK = 4314' (121),5-314'(146) 6.114• (159), 6.314' (171) 7-314' (197) 8.114' (216) 6374' (222) 7116'(11) CL I 4112' 114. THRU 20' 1568) CASED OPENING 5.3 4- (146) STOCK ONLY 3• (761 ffn 20' 0111 SINGLE RABBET (NON STOCK, 7:16',(111 E.TI-IT 4314•!'21: THRU 20'(598) DOUBLE EGRESS 5.314' (1461 STOCK ONLY Anchor Details: Refer to Republic's Product Catalog (uL lW 2 Rows of Inverted, Split "Y" Blades with Two -Piece Design for Wood or Metal Doors SPECIFICATIONS: 18" x 18" DOOR VENTS �I I Material: 18 gauge CRS frame and blades. Min size 6" x 4", Max 48" x 80". Louvers & Frame: 2 rows of inverted split "Y" blades at 1" intervals are attached by interlocking construction to the 3/4" deep welded frame. 1- L _ Construction: 1/4" trim, with mitered and welded corners and countersunk mounting holes. Non -vision Construction. Louver frame is screwed into door from 2 sides. Door: Minimum 1-3/8" thick door. Door cutout = order size. a Fasteners: Phillips head screws #8 x 3/4". O D (B) Mineral Bronze (G) Gray (stock colors) 0 0 Powder Coat (BK) Black (FBK) Flat Black (W) White ii ❑ (SB) SC Beige (SA) Satin Aluminum w S Finishes: (S) Sand (AB) AMS Beige (R) Red N (GH) Gray Hammertone Color Samples Online w w ❑ N Free Flow Area: 50% free area.v w A Q OPTIONAL FEATURES AT AN ADDITIONAL COST: (S)18 gauge stainless steel, #4 finish I 16 gauge CRS. Finishes & (G) Galvanized sheet for exterior use and corrosion -resistance. Materials: (EG) Electro Galvanized for corrosion resistance &exterior use. Special order colors. Please provide color chip. 0 18x14 mesh insect screen installed with rivets or screws. Screen: aluminum bronze fiberglass stainless f Bird Screen. MIN. I Custom: Custom sizes, other door thickness, other options; Contact Customer Service. III STOCK ITEM— THIS ITEM IN STOCK FOR NEXT DAY SHIPMENT IN 4 STANDARD SIZES FROM CA WAREHOUSE Order Format: 700 Example: 70OA1212B Option S,G,EG W H Color IArchitect: Ir LOUVERS Distributor: Width: x Height: Quantity: Contractor: Model: Project: Date: Version: ALSPDS1001 HDQTRS:4450 WEST 78TH ST CIR., BLOOMINGTON, MN 55435-5416 PH: 800-554-6077 FAX: 952-835-2218 EMAIL: SALES@AIRLOUVERS.COM VISIT WWW.ACTIVARCPG.COM FOR THE MOST UPDATED PRODUCT INFORMATION • AN ACTIVAR CONSTRUCTION PRODUCTS COMPANY ACPG WEST COAST (AIR LOUVERS MANUFACTURING):COMMERCE CA • WAREHOUSES: LANCASTER PA, ATLANTA GA, CHICAGO IL, Bloomington MN Shown with 7501 Option The 7500 series electric strike is ideal for fire rated applications with pre -load conditions caused by a warped or misaligned door, weather stripping, a smoke seal or any other condition that could cause door bind, The heavy duty stainless steel construction provides the strength and durability required to accommodate fire rated latchbolts up to 3/4" throw. Specifications • UL 10C fire -rated, 3 hour (fail secure only) • CAN4-5104 (ULC-S104)fire door conformant • UL 1034, burglary - resistant listed • ANSI/BHMA A156.31, Grade 1 • NFPA-252 fire door conformant • ASTM -E152 fire door conformant L,< • r • MEANewYork City accepted Frame Application • Metal • Wood Electrical • .45 Amps @ 12VDC continuous duty • .25 Amps @ 24VDC continuous duty Simply stated, door preload is pressure exerted on a door, that is transfered to the keeper of the electric strike by the latch.A number of conditions can cause door preload including pressure from HVAC systems, thick door seals or heavy weath erstrip ping, misaligned, damaged, bent, warped doors, or user anticipation. When pressure is applied to some models of electric strikes, the keeper may not release because the pressure binds it against the latch. Door preload can prevent the smooth unlocking of the electric strike or even disable it—preventing the door from being opened. [ [12 3.61 4.718,. i414U i 135.1[ 3-3/8- M [31.51 1-114` Standard Features • Stainless steel construction • Tamper resistant • Static strength 1,500 lbs. • Dynamic strength 70 ft -lbs. • Endurance 500,000 cycles • Field selectable fail safe/fail secure • Accommodates pre -load (fail secure only) • Non -handed • Internally mounted solenoid • Strike body depth 1-1116" • Plug-in connector • Trim enhancer • Five-year limited warranty Optional Features • LBM » Latchbolt monitor Accessories 150 » Strike latch guard 154-MTK » Metal template kit 2001M » Plug-in bridge rectifier 2004M » ElectroLynx°adapter 2005M3 » SMART Pac' III 2006M » Plug-in buzzer 14631 1-13116- 131,1" I 7 Finishes 630» Satin stainless steel 605 » Bright brass 606 » Satin brass 612 » Satin bronze 613 » Bronzetoned 629» Bright stainless steel Operation: After releasing the lotchbolt the keeper returns to the locked position. � For use with: Cylindrical locksets with up to a 3/4" throw 3 `r ti ANSI/BHMA Numbers: E09321, E09322, E09323 4-7/8" x 1-1/4" x 1-11/16" t� M, CYLINDRICAL LECE/LFIRERATED LMI(FAIL SURFAISA 6RADE1 UL1034 BUMARYLISTED MeetsANSI/BHMA A156.1 A8133 — Steel A5133 — Stainless Steel A2133 — Brass J-. MeetsANSI/BHMA A156.1 A8112 — Steel A5112 — Stainless Steel A2112 — Brass Finishes brass 0 0 0 Architectural Hinges IVES. 5PB1 5 Knuckle, Plain Bearing Full Mortise Hinge • For standard weight doors • Low frequency usage Packed with wood and metal screws Not for use with a door closer. Options US4 • NRP, Non -Removable Pin US10B • SH, Security Stud US11 • HT, Hospital Tip US26 • RC, Round Corners -1/4" or 5/8" Radius • SEC, Security Fastners - Pin -in -Socket Dimensions Size (Inches) Size (mm) Size (Inches) Size (mm) Gauge 3.5x3.5 89x89 0.123 4x4 102x102 0.134 4.5x4 114x102 0.134 4.5x4.5 114x114 0.134 5x4.5 127x114 0.134 5BB1 5 Knuckle, Ball Bearing Full Mortise Hinge For standard weight doors Medium frequency usage 2 ball bearing Packed with wood and metal screws Options US4 • NRP, Non -Removable Pin US10B • SH, Security Stud US11 • HT, Hospital Tip US26 • RC, Round Corners -1/4" or 5/8" Radius • SEC, Security Fastners - Pin -in -Socket Dimensions Size (Inches) Size (mm) Gauge 3.5x3.5 80x102 0.130 4x4 102x102 0.130 4.5x4 114x102 0.134 4.5x4.5 114x114 0.134 Size (Inches) Size (mm) Gauge 5x4.5 127x114 0.146 5x5 127x127 0.146 Ives Finish US3 US4 US10 US10B US10A US11 US15 US26 US26D a BHMA 605 606 612 613 614 616 619 625 626 Finishes steel Ives Finish USP US3 US4 US10 US10B US10A USII US15 US26 US26D BHMA 600 632 633 639 640 641 643 646 651 652ET o� Finishes stainless steel a Ives Finish US32 US32D BHMA 629 630 A7 Ives Architectural hardware products a%-;& ND Series 3rade 1 cylindrical locks Mechanical ired electrified (Wireless electronic A., 4[*�14 .j Wired e ed Lq L a Y tn T c to in E 2 N a+ L ro CL in C 0 ro U U W CL The Schlage° ND Series cylindrical locks Walter Schlage invented the cylindrical lock in 1920. Since then, Schlage Lock Company has consistently delivered innovation and continuous improvement. In that tradition, we are extremely proud to introduce the redesigned ND Series cylindrical lock. Most manufacturers' approach to locks ends with simply meeting industry standards like Grade 1. With the Schlage ND, Grade 1 is just the beginning. Parfnrmanca havnnd Grade 1 The Schlage ND family significantly exceeds BHMA Grade 1 requirements for cycle, lever torque, hammer blow, lever pull and other tests. This means confidence that the lock will last—whether the application calls for high abuse resistance or just operation over millions of cycles— without any degradation in performance. Comprehensive offering for every opening Mechanical, wired electrified and wireless electronic solutions allow a common aesthetic and consistent user experience throughout the building while lowering the total cost of ownership. World-class design A proven, easy to install product with extensive function, keying, trim and finish capabilities that work in nearly any applications. U) 1 2 • Schlage • ND Series Cylindrical lock comparison IND mechanical Applications The Schlage ND is extremely versatile and is regularly used in healthcare, education, government, office, retail and other commercial applications. With 31 mechanical functions, the ND's range spans from the simple (non-locking passage) to complex (double -cylinder security) to specialized (school time-out lock) Because the ND uses an ANSI 161 door prep, commonly used across cylindrical locks, it is ideal for both new construction and retrofit applications. Key features • Significantly exceeds ANSI/BHMA A156.2 requirements for Grade 1 cylindrical locks 31 mechanical functions (see adjacent columns for wired electrified and electronic options) • Five lever designs, two rose designs • 10 available finishes Supports standard, SFIC and FSIC cylinder formats Multiple key systems available — open, patented, restricted, geographic exclusive, UL437 Support for 10 non-Schlage cores (see cylinder section) wired electrified NDE wireles electronic / Applications Wired electrified locks or the mechanical offering typically incorporated int access control system or t independently with a rem access switch (e.g. switch a receptionist desk). Applic/grated plement Wirelec locks complete d are the offlivering all of the a wired accesstem hardware d compoired at the door in a t single idesign. )eh d The electrified ND is ideally used high traffic areas, where line pow' ensures continuous operation new construction, where electrified door prep, hinges and wiring can easily be incorporated into the building Key features All mechanical features plu . auto -detecting 12-24 C input selectable EL/EU o ration low 0.23 amp ma urrent draw that allows mutt' le locks on a single powers ply low 0.010 a holding current that elimin es "hot levers" in electrical) locked applications modula equest to Exit (RX) that c be added at any time • inve ory friendly—one lock su orts 12-24V, EL or EU, with or hout RX • ix electrified functions for application flexibility 1 NDE wireless electronic lock available in 3lever designs, l rose design, and 9 finishes only 2 Requires ENGAGE— Gateway and alliance access control software NDE f reless lock applications include: trofit applications where electronic credentials can be used for improved visibility and control new construction to expand the scope of access control to interior openings • Vto medium traffic areas, where tery power delivers long life Key f tures All mec anicat features' plus: Fits st dard ANSI 161L mecha at door prep Installs in inutes with only a Phillips scr driver Integrated ca reader, door position senso nd Request to Exit (RX) switch Built-in Bluetooth nables wireless configurati from smart phones and to is Built-in Wi-Fi enables a omatic updates to access rights Capable of networked real- 'me communication Up to 2 years of battery life (4 3 • Schlage • ND Series ■ STRONG The ND Series has been redesigned to make it the strongest cylindrical lock Schlage has ever built. No access with minimum 3,100 in -lb abusive lever torque — the equivalent of over 690 lbs applied to the end of a 4'/2" lever (2.6x BHMA requirements') No access with minimum 1,600 lbs offset lever pull for protection against pry bar attacks (8x BHMA requirements') No access with minimum 100 vertical impacts' 2 for protection against sledgehammer attacks (20x BHMA requirements') Near zero droop and wobble after 16M cycles (16x BHMA requirements'), without the use of set screws or 0 -rings • Latch retraction with 2001b preload for confident operation in warped and preloaded doors (4x BHMA requirements) 1 Beyond grade 1 performance for ND locks with Schlage cylinders only (standard, FSIC & SFIC). Performance with non-Schlage cylinders will exceed BHMA grade 1 requirements but may be less than the performance of products with Schlage cylinders. 2 Vertical impact testing stopped after 100 blows with no sign of failure or stress. 6 • Schlage • ND Series ■ SECURE A strong lock is only part of the security equation—proper key and card access control is equally important. Standard Everest 29'" key system prohibits unauthorized duplication at local stores and is patent protected until 2029 Available restricted and geographic exclusive keyways for advanced key control Available compatibility with 10 different non- Schlage key systems New SL cylinder allows SFIC keyways in standard cylinders, providing multiple new keying solutions including geographically exclusive SFIC Wired electrified and wireless electronic locks enable the use of electronic credentials for increased visibility and control over access aptiQ® smart cards with MiFarea DESFireR EVl technology utilize encryption, mutual authentication and key diversification to ensure the highest levels of security 0% s � Schlage is more than locks. It's the complete infrastructure of support throughout the entire build and ownership process. ■ Order entry, customer service, technical support, engineering and manufacturing co -located in the same building in Colorado Springs, Colorado • Comprehensive support from our sales offices including consultations, masterkey development and training; industry and code training, specification writing, and product service • Schlage products suite with other Allegion brands including Von Duprin® exit devices, LCN® door closers, and Steelcraft® doors and frames ■ Custom engineering department can develop specialized functions, trim and finishes for unique applications ■ Trusted partner for nearly 100 years 7 • Schlage • ND Series 3 Ln a 3 a 3 Ln S (D N 9 (D n S a 3 n a CL n (D CL a. W a (D (D n 0 2. r�D a 3 CL n M CL (D 3 a N a rt N N n 2i n a o' 3 N A detailed look... New adjustment plate along with "hands free" torque plate for exceptionally easy installation New levers for better fit and easier installation 1l New cast steel spindle for strong and durable performance —without droop or wobble All mechan features + Standard Molex conn for easy wiri 8 • Schlage • ND Series Expanded cylinder support for Schlage and 10 non-Schlage formats x• New standard latches exceed 4x BHMA pre -load requirement New interior buttons for easier operation for more locks per er supply 0.010 amp ing current elimin 'hot levers" et operation Designs and finishes Lever designs and finishes Athens (ATH )2 Sparta (SPA)' z ' I— 3,a � Rhodes (RHO)1,2 k Omega (OME)l 4196 s 3, 7 27 2s s 4,,9-6 5,-6 3—s 00 Tubular (TLR)1•2 All levers comply with the Americans with Disabilities Act (ADA). Knocles, Sparta, I u u ar and Omega levers comply with a i ornia State code 3,8 for return within 1/]" of door face. 2 All levers except Omega can support cylinders from other manufacturers, see cylinder section page 24 for details. Finish options oil Bright Satin Satin Satin Matte Bright Satin Color rubbed r43 brass brass bronze nickel black chrome chrome bronze ANSI/BHMA number 605 606 612 613 619 622 625 626/626AMUS number US3 US4 Us10 US10B US15 Us19 US2 UUS26D Mechanical ■ ■ ■ ■ ■ ■ ■ ■ — Wired electrified ■ ■ ■ ■ ■ ■ ■ Wireless electronic ■ ■ ■ — ■ ■ ■ ■ ■ Product information and specifications contained in this catalog are subject to change without notice. Please consult the factory. 10 • Schiage • ND Series Lq L a Y 2 L ro CL in C O ro U U W CL ND Series mechanical lock The ND mechanical lock, along with being Schlag is the foundation for both the wired electrified ani Not only did Schlage invent the cylindrical lock, b and are pleased to announce the following updat Unparalleled strength - the lock prevents acce torque loads up to 3,100 in -lbs (2.6x BHMA'), attacks of 1,600 lbs (8x BHMA requirements') blows (20x BHMA requirements' z) Exceptional durability - cycle tested to over 16 requirements') with near zero droop or wobblE or O -rings Improved feel - improved strength and durabil you can actually feel it in the lock Improved installation - installation is even eas any set screws or O -rings) All this is in addition to what you know and expec 31 mechanical functions (plus wired electrified ar meet the needs of any application; five lever desiF Schlage locks and Von Duprin exit devices; simplE sales, customer, and technical support. Beyond grade 1 performance for ND locks with Schlage cylinders only (stc Performance with non-Schlage cylinders will exceed BHMA grade 1 requii than the performance of products with Schlage cylinders. 2 Vertical impact testing stopped after 100 blows with no sign of failure or U1 1 12 • Schlage • ND Series ND Series mechanical lock Keyed function list Schlage ANSI ND50PD F82 Entrance/office lock Push-button locking. Push-button locks outside Lever until it is unlocked with key or by turning inside lever. Inside lever always free for immediate egress. Outside Inside Schlage ANSI ND53PD F109 Entrance lock Turn/push-button locking: Pushing and turning the button locks the outside Lever, requiring use of a key until the button is manually unlocked. Push-button locking: Pushing button locks outside Lever until unlocked by key or by turning the inside lever. Inside lever always free for immediate egress. Outside Inside Schlage ANSI ND60PD F88 Vestibule lock Latch retracted by key from outside when outside lever is locked by key in inside lever. Inside lever always free for immediate egress. Outside Inside Schlage ANSI ND66PD F91 Store lockt Key in either lever locks or unlocks both levers. Outside Inside s4m�� C8 a e o�pae Schlage ANSI ND70PD F84 Classroom lock Outside lever locked and unlocked by key. Inside lever always free for immediate egress. Schlage ANSI ND73PD F90 Corridor lock Locked or unlocked by key from outside. Push-button locking from inside. Turn inside lever or close door to release button. When outside lever is locked by key it can only be unlocked by key. Inside lever always free for immediate egress. Outside Inside Outside Inside (M m is m , 14 • Schlage • ND Series Schlage ANSI ND75PD - Classroom security lock Key in either lever locks or unlocks outside lever. Inside lever always free for immediate egress. Schlage ANSI ND80PD Storeroom lock Outside lever is fixed. Entrance by key only. Inside lever always free for immediate egress. Outside Available with RX 3/18/2016 Door Sweep/Nylon Brush, Model 962C, Reese r Reese HOME . ONLINECATALOC 4F SEARCH SITE Enterprises, Inc_ AEOW WEATHERSTRIPS THRESWILD5 HATS 4 tRATE5 STRIP DOORS DOOR ACCESSORIES HOW TO ORDER CONTACT Path: Online Catalog - Weatherstrips - Door Sweep/Nylon Brush - 962C CMEEMOSEMM Reese Catalog Number: 962C Description: 962C - Anodized Clear Aluminum, Door Sweep Weatherstrip, Nylon Brush Insert Retail Price*: $ 8.81 per foot t -t' Fire Rated I1 Quantity: Options: Len th inches trtg- Comment (soecifv fractional inches or comments here) Fire Rated a Yes * No All parts come with holes unless otherwise specified. * Note all items are listed at retail price. Your actual rice will vary. Place Item in Cart Call and hear for yourself. 1-800-328-0953 Weatherstrips and Door Thresholds by Reese ©2016 Reese Enterprises, Inc. - Minneapolis Web Design by First Scribe Inc. https://www.reeseusa.com/item/962C 1/1 Saddle Threshold, Model S204A, Reese rutR ere se Enterp ABOUT WEAYHEASTFLIPS THRESHOLDS HATS 0 GRATES Path: Online Catalog - Thresholds - Saddle Threshold - S204A ®' « Reese Catalog Number: S204A Description: S204A - Mill Aluminum Saddle Threshold, 1/2"" x 4"' �rRetail Price*: $ 7.98 per foot w J Fire Rated ® Handicap Accessible Quantity: Options: Length 0 inches Comment (specify fractional inches or comments here) Fire Rated 0 Yes 0 No All parts come with holes unless otherwise specified. * Note all items are listed at retail price. Your actual price will vary. Place Item in Cart Page 1 of 1 HOME 4NtME CATAM W 19FARCN UM P STRIP ODORS DOOR ACCESSORIES HOW TOO RDER CONTACT i Call and hear for yourself. 1-800-328-0953 Weatherstrips and Door Thresholds by Reese © 2010 Reese Enterprises, Inc. - Minneapolis Web Design by First Scribe Inc. http://www.reeseusa.com/item/S204A 1/28/2010 1 in• T 4 Call and hear for yourself. 1-800-328-0953 Weatherstrips and Door Thresholds by Reese © 2010 Reese Enterprises, Inc. - Minneapolis Web Design by First Scribe Inc. http://www.reeseusa.com/item/S204A 1/28/2010 ITTB,. ley 1W O.D. heavy duty stainless steel grab bar with concealed mounting: Product Materials FLANGES: 3'/8" dia.13 gauge stainless steel. ESCUTCHEONS: 22 gauge stainless steel. One-piece drawn construction with exposed surfaces in architectural satin finish. Snap over flanges to conceal mounting screws. TUBING: 1'/2" O.D. 18 gauge stainless steel, seamless construction with exposed surfaces in architectural satin finish. Bent ends of tubing pass thru the flanges and are welded for maximum strength. Intermediate supports are contour cut and joined by welding to form an integral part of the grab bar. All exposed welds ground and polished to blend. Mandrel bending process maintains uniform bar diameter. Return provides 1'/2" standard safety clearance between wall and bar. Strength When properly mounted, all Bradley heavy duty grab bar systems meet or exceed the requirements of ANSI Standard A117.1, the ADA and ABA Accessibility Guidelines for Buildings and Facilities (ADAAG), and the Uniform Federal Accessibility Standard (UFAS). In addition, the following configurations can support up to 1,000 pounds: -001, -054; -055; -059; -060. (Please see Bradley's web site for more information on all grab bar configurations.) Installation Verify all rough -in dimensions prior to installation. Secure to wall where adequate in -wall backing exists. Use bar as template to locate mounting holes. Drill holes and set anchors as appropriate. Mount grab bar and secure mounting screws. Snap escutcheons into place. For information on Bradley grab bar mounting kits, please visit bradleycorp.com. Optional Features Features Standard finish Suffix ❑ Safety -grip finish -2 ❑ High -polish finish -4 ❑ Safety grip with high -polished finish -7 ❑ Antimicrobial finish: 18", 24", 36" & 42" only j -AM Guide Specification Grab bar shall be fabricated of satin finish stainless steel with concealed mounting flanges in sizes and configurations as indicated. Install with Bradley Mounting Kits as indicated. ADA Compliant Consult local and national accessibility codes for proper installation guidelines. Conformity and compliance to local and national codes is the responsibility of the installer. Washroom Accessories Document No. 8810 This information is subject to change without notice. 10-20-2011 812 Grab Bar • �d a�o Standard finish �A//AM - (No. 4) Satin finish Safety -Grip finish will not scratch �\ `.4 Escutcheon snaps over flange hands or catch dirt f`, to conceal mounting screws Mandrel 18 gauge stainless steel bending process ;00y maintains uniform bar Flange escutcheon diameter �\ `.4 Escutcheon snaps over flange 001-24"• 0.14 f`, to conceal mounting screws Bar welded \ to flange for Flange of 13 gauge maximum I. stainless steel strength I Mounting holes (16mm)11/2" (38mm) ��— 3,/a" (83mm) concealed 1'/2" wall clearance required under most building design codes Bradix° Models Configuration Shipping Data Number Cu. Ft. Wt. Lbs. Configuration Number Shipping Data Cu. Ft. Wt. Lbs. 001-18"• 0.14 2 001-42"• 0.15 4 001-24"• 0.14 3 001-42"-10• 3.14 37.67 001-30" 0.15 3 001-48" 0.25 4 001-36"• 0.15 3 059" 2.85 7 001-36-10• 2.40 30.46 NOTE: These units must ship via common carrier. 059: 40" x 52" Standard Dimensions. • Indicates available Safety Grip. Bradex® Orders composed of products indicated as Bradsx® will be available to ship in three days after receipt of order at the factory. There is no pricing penalty for this service from Bradley. © 2011 Bradley Corporation P.O. Box 309, Menomonee Falls, WI 53052-0309 Phone:800.BRADLEY (800.272.3539) Fax: 262.253.4161 bradleycorp.com 12 The Indestructible Dispenser \ \ I All series available in'd 1,2,3, or 4 ' roll sizes 7 /Ani You can't do without our tough -built stainless steel TP -Dispensers. They're hard to scratch or dent, and pilfer -proof when teamed with a sturdy Master LockOOR . If value, not vandalism, is a concern, try the handy TP -Clip Our TP -Dispensers are made of heavy gauge, rust -proof, type 304 stainless steel, with no moving parts, so you are assured of many years of service with little or no maintenance. They're easy to install, clean and refill, and you have a choice of our 1,2,3, or 4 roll model ! TP Series I Tp Series qF PTH J Choose Our Sturdy Paper PRSTR I "CTORMaster Locks® Towel Holder STRICTOR Keyed alike OR TP -Clip (each sold separately) Paper restrictor limits the amount of 4 paper dispensed. Specify size (# of rolls) CTP Series P'11�7 ROLLS SIZE Std Disp Covered Disp 1 Roll 51/8" TP -1 CTP -1 2 Roll 10 1/4" TP -2 CTP -2 3 Roll 15 1/2" TP -3 CTP -3 4 Roll 20" TP -4 CTP -4 PTH 13" PTH Locks and clips sold separately. STOCK# Master LocksO (keyed alike) TP -LOCK TP -Clip TP -CLIP Paper restrictor (specify size) RESTRICTOR Replacement Tubes (specify # of rolls) TP -TUBE Add prestige finish to any fixture P -FINISH Durable, sturdy, 18 gauge, type 304 stainless steel frame. 20 gauge, 1 1/8" diameter stainless steel tube fits all rolls. Anti -theft design. 10 year guarantee against breakage. Easy to keep clean. All prices FOB Grand Rapids, Michigan. STP Series MTP Series I Slanted Disp STP -1 STP -2 STP -3 STP -4 WL Slanted/ Covered Disp MTP -1 MTP -2 MTP -3 MTP -4 Add a - prestige finish to any dispenser! (swirl patterns are random) Jumbo Roll Dispenser #P -FINISH Hinged all stainless steel locking dispenser with see-through indicator for ease of use and refill. 10 1/2" dia. 4 1/2" deep large roll dispenser #JR10 14" dia. 4 1/2" deep large roll dispenser #JR14 ITTB,. ley Mirror with roll -formed channel frame and theft -resistant mounting: ❑ Standard Model 781-1824 (18" x 24") BradEx° ❑ Standard Model 781-1830 (18" x 30") BradEx° ❑ Standard Model 781-1836 (18" x 36") BradEe ❑ Standard Model 781-2430 (24" x 30") BradEx° ❑ Standard Model 781-2436 (24" x 36") BradEx° ❑ Standard Model 781-24362 (24" x 36", tempered glass) BradEx° ❑ Standard Model 781-2460 (24" x 60") BradEx° ❑ Model 781-XXXX (Specify width and height) Product Materials FRAME: one-piece, roll -formed stainless steel with bright annealed finish. Channel is 3/a" x 3/a" x /,6" with 90° mitered corners. Double strength continuous integral stiffener on all sides for added strength. BACK: galvanized steel. MIRROR: first quality 1/4" float glass, thermosetting infrared cured paint backing with Poly -Glaze protective finish. Manufactured in accordance with ASTM C 1036 and ASTM C 1503. All edges protected by shock -absorbing, neoprene tubing. The back of the mirror is protected by a sheet of 1/a" extruded polystyrene, which is placed between the mirror and the galvanized steel. MOUNTING BRACKETS: 18 gauge cold rolled steel. Optional Features Features Suffix ❑ 1/a" tempered glass mirror in lieu of polished float glass mirror" -2 ❑ Laminate glass -3 ❑ Highly polished No. 8 architectural finish, 20 gauge stainless steel in lieu of polished float glass mirror -4 ❑ Bright annealed 20 gauge stainless steel in lieu of polished float glass mirror 5 ❑ I Plexiglas® -6 "Either the Length (L) or the Width (W) must be greater than 25". �■ An inherent characteristic of a manufacturing process for tempered glass is distortion which may vary from mirror to mirror. �■ Stainless steel mirrors will differ in optic quality from glass mirrors. �■ In larger sizes, stainless mirrors are subject to distortion and/or 'oil canning" for which Bradley Corporation cannot accept responsibility. ❑ Bradley mirrors are not field interchangeable from horizontal to vertical or vice versa. Always specify width first. Washroom Accessories Document No. 8785 781 Channel -Frame Mirror d� 0 �Q74W Installation Verify all rough -in dimensions prior to installation. Secure concealed mounting bracket to wall with screws (not included) at holes provided. Mounting kits available through Bradley (ref. #899-026). For more information, visit bradleycorp.com. Provide in -wall backing at mounting screw locations. Position mirror over mounting bracket to engage hanger tabs. Slide mirror down and lock into position. Guide Specification Mirror shall be framed with one-piece, roll -formed stainless steel with 3/a" face and neatly mitered corners. Double -strength continuous integral stiffener on all sides. Back of unit shall be galvanized steel. Separate brackets for concealed mounting. Mirror shall be of first quality Ya" polished float glass, guaranteed for 15 years against silver spoilage and protected by shock -absorbing, neoprene tubing with Poly -Glaze protective finish. Framed Mirror shall be Bradley Model 781- " W x .. H (specify width and height). ky- ADA Compliant 0 Consult local and national accessibility codes for proper installation guidelines. Conn ormit ityy s of the Pl tncerto local and national codes is the resp Orders composed of products indicated as Bradsx® will be available to ship in three days after receipt of order at the factory. There is no pricing penalty for this service from Bradley. © 2012 Bradley Page 1 of 2 P.O. Box 309, Menomonee Falls, WI 53052-0309 Phone: 800.BRADLEY (800.272.3539) Fax: 262.253.4161 This information is subject to change without notice. 12/19/2012 bradleycorp.com leye781 Channel -Frame Mirror Dimensions MIRRORS 30" WIDE AND UNDER MIRRORS OVER 30" WIDE 1/2 21/4" 2�/4n mirror (57mm) 7% 7%" (57mm) width — — 0 93mm� — — (193mm) I I I I I I Outer I I edge of CE I Outer mirror "ozedge of mirror I 2„ 2" „W„ (51 mm) (51 mm) Bra Models Dim. "A" floor Washroom Accessories Document No. 8785 Width (Inches) W „H„ to finishedif Orders composed of products indicated as Brodsx®will be available to ship in three days after receipt of order at the factory Height (Inches) H Overall Dimension (Inches) Overall Dimensions (Millimeters) Standard Model Number 18" 24" 18 x 24 457 x 610 781-1824 18" 30" 18 x 30 457 x 762 781-1830 18" 36" 18 x 36 457 x 914 781-1836 24" 30" 24 x 30 610 x 762 781-2430 24" 36" 24 x 36 610 x 914 781-2436 24" 36" 24 x 36 610 x 914 781-24362 24" 60" 24 x 60 610 x 1524 781-2460 36" 36" 36 x 36 914 x 914 781-3636 Model 781 series channel -framed mirrors can be fabricated to fit a maximum size of 120"W x 72"H. Dim. "A" Key Surface: For Dim. "A" Bottom of Unit Mirror's bottom edge of the reflecting surface to finished floor 40" (1016mm) 391/4" (997mm) 37" (940mm) 361/4" (921 mm) 34" (864mm) 331/4" (845mm) Rough wall opening: Surface Mount: No rough wall opening, see overall dimensions . There is no pricing penalty for this service from Bradley. © 2012 Bradley Page 2 of 2 P.O. Box 309, Menomonee Falls, WI 53052-0309 Phone: 800.BRADLEY (800.272.3539) Fax: 262.253.4161 This information is subject to change without notice. 12/19/2012 bradleycorp.com 1C.OL-,gIC Custom Searoh search Windows -Patio Doors Home Difference _a UIA ' AIN ENO r 4:7, _ . . i r ,AS Products �� w Y --MMM% Benefits: we can do it! Options Support Contacts Low maintenance, multi-chamber vinyl for long life High-performance LoE2 270 glass for superior thermal values High-quality hardware for smooth operation Welded 90 mil frame and sash for exceptional strength Locking multipoint tie bars for a tighter seal Standard fold -down, nested handle minimizes interference with blinds 1�� Parco Windows and Patio Doors Basement Hopper Window (Not available in triple pane glass) "We are so impressed with the quality of the Parco windows and excited that they are affordable. Energy efficient, wood grain look vinyl, ease of washing and the ability of choosing the windows that would fit OUR floor plan...and when it comes to customer service, Parco windows is top rated!" - Fran Heinbuch, New Richmond, WI © Parco Manufacturing, Inc. 2015. Website design by Stavroula Designs. Parco Windows and Patio Doors.htm[5/22/2015 1:14:23 PM] Rusco's complete line of Spin®ownTM Sediment and Sediment TrapperTM Model Filters make solid particle removal simple and economical. Centrifuge Spin-Down type sediment 0 Available in 4 sizes: separation 3/4" MPT, V, 1-1 /2" and 2" slip x Clear cover easily removed for total slip connections in and out (optional cleaning (no tools required*) bushings are available for 1", Sediment is visible through cover and 2" FPT connections ) Ll Reusable elements with polyester and 0 High performance models available stainless steel screens are available in for chemical applications; various mesh sizes 3/4", 1-1/4" and 1-1/2" models Flow capacity for entire system available for hot water applications III All molded non-corrosive materials to 200T (93°C) 'USING TOOLS VOIDS WARRANTY TM R:Rzinc. The standard for quality, efficiency and value since 1977 Proudly manufactured in the USA Patent Pending 4 6— ig BRADFORD WHITE° W A T E R H E A T E R S Residential Utility Electric Water Heater The Utility Electric Models Feature: Fully Automatic Controls—Fast-acting surface -mount thermostat for automatic temperature control. Factory -installed sensitive manual reset energy cut-off for safety to prevent overheating. Direct Heat Transfer With a Single Immersed Element—Transfers heat directly and efficiently to the water. Screw-in style element. Vitraglas® Lining—Bradford White tanks are lined with an exclusively engineered enamel formula that provides superior tank protection from the highly corrosive effects of hot water. This formula (Vitraglas®) is fused to the steel surface by firing at a temperature of over 1600°F (871'C). 1" Non -CFC Foam Insulation—Covers the sides and top of the tank, reducing the amount of heat loss. This results in less energy consumption, improved operation efficiencies, and jacket rigidity. Water Connections -3/4" NPT factory -supplied true dielectric fittings extend water heater life. Located on the side for easier installation (Fittings packaged separately inside carton). Alternate Top Water Connections—The 6 and 12 gallon models have alternate 3/4" water connection tappings on top. Protective Magnesium Anode Rod—Provides added protection against corrosion for long trouble-free service. Voltages Available -120V, 208V, 240V, 277V, 480V. Single Phase Operation Only. T&P Relief Valve—Installed. Design evaluated by ETL in accordance with Part 280.707(d) of HUD Mobile Home Construction and Safety Standards for Energy Efficiency. Photo is of RE112U6 At Mill Copper Screw Type Immersion Element (Incoloy type immersion element available upon request) �I- C 6 or 10 -Year Limited Tank Warranties / 6 or 10 -Year Limited Warranty on Component Parts. �s�ET�sFor more information on warranty, please visit www.bradfordwhite.comETA For products installed in USA, Canada and Puerto Rico. Some states do not allow limitations on warranties. See complete Intertek Intertek ..,o.. copy of the warranty included with the heater. MANUFACTURED UNDER ONE OR MORE OF THE FOLLOWING U.S. PATENTS: 5,682,666; 7,634,976; 5,660,165; 5,954,492; 6,056,542; 6,935,280; 5,372,185; 5,485,879; 5,574,822; 7,971,560; 7,992,526; 6,684,821; 6,442,178; 7,334,419; 7,866,168; 7,270,087; 7,007,748; 5,596,952; 6,142,216; 7,699,026; 5,341,770; 7,337,517; 7,665,211; 7,665,210; 7,063,132; 7,063,133; 7,559,293; 7,900,589; 5,943,984; 8,082,888; 5,988,117; 7,621,238; 7,650,859; 5,761,379; 7,409,925; 5,277,171; 8,146,772; 7,458,341; 2,262,174. OTHER U.S. AND FOREIGN PATENT APPLICATIONS PENDING. CURRENT CANADIAN PATENTS: 2,314,845; 2,504,824; 2,108,186; 2,143,031; 2,409,271; 2,548,958; 2,112,515; 2,476,685; 2,239,007; 2,092,105; 2,107,012. Vitraglas® is a registered trademark of Bradford White® Corporation. 1222-A-0316 Residential Electric Water Heater Utility Models C.E.C. Listed Model Capacity Number U.S. Imp. Gal. Gal. Recovery 90°F Rise U.S.' Imp.* GPH GPH A Floor to Heater Top in. B Jacket Dia. in. C Floor to Hot Water Conn. in. D Floor to T&P Conn. in. E Floor to Cold Water Conn. in. F Floor to Anode Rod in. G Floor to Electrical Access in. Approx. Shipping Weight lbs. RE16U6t 6 5 7 6 16'/2 14 101/8 101/8 31/8 161/2 161/2 35 RE110U6 10 8 7 6 171/2 16 15 14 511/16 911/16 12 44 RE112U6 12 10 7 6 161/a 18 101/4 101/4 3 161/2 167/8 53 RE112T6t 12 10 7 6 273/4 14 211/8 211/8 3 273/4 273/4 48 RE120U6 19 16 7 6 243/4 18 181/4 181/4 3 101/4 243/4 65 Model Capacity Number Liters Recovery 50°C Rise Liters/* Hour A Floor to Heater Top mm. B Jacket Dia. mm. C Floor to Hot Water Conn. mm. D Floor to T&P Conn. mm. E Floor to Cold Water Conn. mm. F Floor to Anode Rod mm. G Floor to Electrical Access mm. Approx. Shipping Weight kg. RE16U6t 23 26 419 356 257 257 79 444 419 16 RE110U6 38 26 445 404 381 355 144 246 305 20 RE -112U6 45 26 429 457 260 260 76 439 429 24 RE112T6t 45 26 705 356 537 537 76 730 705 22 RE115U6 57 26 1 514 1 457 1 451 1 425 1 156 1 257 1 322 1 26 RE120U6 72 26 1 629 1 457 1 464 1 464 1 76 260 628 1 29 tMaximum wattage at any voltage is 3000W. For 10 year models, change suffix "6" to "10". Single element only. 'Based on 1500W operation. 0 4-:4" ®350OW 0 YPE ANATE NODE GAL. ONLY B ALTERNATE COLD INLET 662 (PLUGGED) 6 &12 GAL. HOT 6(PLUGGED) OUTLET 6 &12 GAL. ONLY Wattage 1500W 2000W 250OW 4000W 450OW 5000W 550OW 6000W Recover y GPH Temperature Rise °F 60 80 90 100 120 10 8 7 6 5 14 10 9 8 7 17 13 11 10 93000W 21 15 14 12 10 24 18 16 14 12 28 21 18 16 14 31 23 21 19 15 34 26 23 21 17 38 29 25 23 19 41 31 28 25 21 B Wattage Voltage ® F Limitations 120V 208V 240V 277V 480V 0 150OW yes yes yes yes yes 2000W yes yes yes yes yes O 250OW yes yes yes yes yes '4 A 3000W yes yes yes yes yes c ° ®G F c p 350OW no yes yes no no F #L 4000W no yes yes I yes yes E 1 450OW no yes yes yes yes 5000W no yes yes yes yes 0OW no yes yes no no 10 & 15 Gallon Models 6, 12, & 20 Gallon Models 60 General: 6000W no yes yes I yes yes All models are exempt from NAECA requirements and ASHRAE Standard 90.1 b. All models ETL listed. These heaters are wired Single Phase, 120V with one 150OW element, unless otherwise specified. All water and electrical connections are 3/4" (19mm) NPT. All models certified at 300 psi test pressure (2068 kPa) and 150 psi working pressure (1034 kPa). Applicable models CSA -verified for energy performance in accordance with C191.1 -M90. Dimensions and specifications subject to change without notice in accordance with our policy of continuous product improvement. BRADFORD WHITE® W A T E R H E A T E R S Ambler, PA For U.S. and Canada field service, contact your professional installer or local Bradford White sales representative. Sales 800-523-2931 Fax 215-641-1670 /Technical Support 800-334-3393 Fax 269-795-1089 Warranty 800-531-2111 Fax 269-795-1089 International: Telephone 215-641-9400 Telefax 215-641-9750 / www.bradfordwhite.com BRADFORD WHITE-CANADX INC. Sales /Technical Support 866-690-0961 /905-238-0100 Fax 905-238-0105/www.bradfordwhite.com Built to be the BestTM 02016, Bradford White Corporation. All rights reserved. 1222-A-0316 Printed in U.S.A. Case Quantities: All Models - 10 per Case All filters are individually boxed to prevent loss or damage. a O J LU rY vii w 10 9 8 7 6 5 4 3 2 1 0 Ordering Information Spin-DownTM model filters are ordered by size # and mesh size. When ordering stainless steel element, add SS to part number. Example: 3/4-100SS-F is a 3/4" Filter with a 100 mesh stainless steel element screen and flush valve. When ordering a SedimentTrapperTM model filter use size #, mesh size, ST designation, and if stainless steel element screen is desired, add SS. Example: 1-100STSS-F is a 1" Filter SedimentTrapperTM with a 100 mesh stainless steel element screen and flush valve. Maximum operating pressure 150 PSI at 73°F (23°c) 0 10 20 30 40 50 60 70 80 90 100 110 120 130 FLOW RATE - GPM FOR ALL MODELS WARRANTY & DISCLAIMER RUSCO, Inc. warrants, to the original purchaser, that its products will be free from original defects in material and workmanship. RUSCO, Inc. will repair or replace all parts without charge, found to be defective under normal use and service within the warranty period upon return of products at customer's expense. The components of all RUSCO products are warranted for a period of 12 months from date of original sale. RUSCO's liability is solely limited to the original cost of the part. RUSCO will not be responsible for Incidental or consequential damages. No agent or representative has the authority to waive or alter this printed warranty. THIS WARRANTY IS EXCLUSIVE AND IS IN LIEU OF ALL OTHER WARRANTIES EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE. RUSCO reserves the right to redesign or modify its products without incurring further liability. Prices are subject to change at any time without notice. USE OF TOOLS WILL VOID WARRANTY— HAND TIGHTEN ONLY. R —i— ' I � 2" FILTER FILTER Ir ..___ .__._t_.._i.. i MIN. FLOW RASES I (applies Io allmodelsl — i — — 1 1/2" FILTER N 3Aa°&I" lcvu 41-1....._...-....... .... ._.j....._.i_..._.._._. ........--....._....._...._....__...Focr ..._. Ian^• 10 GPM I 18 GPM) 0 10 20 30 40 50 60 70 80 90 100 110 120 130 FLOW RATE - GPM FOR ALL MODELS WARRANTY & DISCLAIMER RUSCO, Inc. warrants, to the original purchaser, that its products will be free from original defects in material and workmanship. RUSCO, Inc. will repair or replace all parts without charge, found to be defective under normal use and service within the warranty period upon return of products at customer's expense. The components of all RUSCO products are warranted for a period of 12 months from date of original sale. RUSCO's liability is solely limited to the original cost of the part. RUSCO will not be responsible for Incidental or consequential damages. No agent or representative has the authority to waive or alter this printed warranty. THIS WARRANTY IS EXCLUSIVE AND IS IN LIEU OF ALL OTHER WARRANTIES EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE. RUSCO reserves the right to redesign or modify its products without incurring further liability. Prices are subject to change at any time without notice. USE OF TOOLS WILL VOID WARRANTY— HAND TIGHTEN ONLY. SPIN -DOWN TM Sediment Filters Clear Cover is easily removed for total cleaning (No tools required*) EN Flow capacity for entire system Sediment is visible through the clear cover indicating when the filter needs cleaning Sediment is quickly and easily.removed by opening the ball valve at the bottom of the filter cover Reusable polyester and stainless steel element screens in many mesh sizes IM No down time *Using tools voids warranty Filter Elements Polyester and stainless steel element screens are available in many mesh sizes to meet your requirements. RuscoTM Sediment Filter covers are made of high impact polymer resin for maximum strength and durability. 1/2" MPT nipple on bottom of cover for connection of plastic ball valve for easy cleaning. Body RuscoTM SPIN-DOWNTM Sediment Filter bodies are PVC material in 3/4" MPT, 1", 1-1/2" and 2" slip x slip connections in and .out. Bushings are available to convert 1", 1-1/2" and 2" slip by slip connections to female pipe thread. * High performance covers available for use in chemical applications. Please refer to our chemical application chart for suitability. Size 3/+ 1-1/2" 2" *Length 11" 15-3/8" 17-7/8" Width 7- 5-1/4" 5-1/2" *With ball valve attached. Element Screen Sizes a Polyester Mesh Microns Opening 13360 Chambord Street IN Also available in Stainless Steel Brooksville, Florida 34613 1 (800) 345-1033 • (352) 597-2522 • Fax: (800) 918-7049 - www,rusco.com 24 711 .028" 1111 70 533 .071" 40 381 .015" 60 254 .010" 100 152 .006" 140 104 .004" 250 61 .0024" 500 30 .0012" 1000 15 .0006" 13360 Chambord Street IN Also available in Stainless Steel Brooksville, Florida 34613 1 (800) 345-1033 • (352) 597-2522 • Fax: (800) 918-7049 - www,rusco.com Job Name Job Location Engineer — Approval — Series LFMMV Thermostatic Mixing Valves Sizes: 1/2" -1 " (15 - 25mm) Contractor Approval Contractor's P.O. No. Representative ASSE 1017, ASSE 1069 & ASSE 107 Series LFMMV Thermostatic Mixing Valves maintain and limit mixed hot water to a desired, selectable temperature. The LFMMV series can be set to any temperature between 80°F and 120°F with flow rates as low as 0.5 gpm and as high as 12 gpm (refer to capac- ity chart on back). This mixing valve series is listed under ASSE 1017 for valves used in hot water source applications, ASSE 1069 for single -pipe, tempered water applications and ASSE 1070 for valves used in individual or multiple fixture applications and also listed IAPMO cUPC. The LFMMVs feature Lead Free" construction to comply with Lead Free` installation requirements. The LFMMV-M1 uses a double throttling design to control both the hot and cold water supply to the mixed outlet. The superior flow characteristics of this valve provide accurate temperature control (±3°F) with low pressure drop across the rated flow range. As an added feature, the LFMMV-M1 series incorporates integral inlet filter washers and check valves in both the hot and cold water inlets to protect against cross flow. The LFMMV-M1 is available with either union thread (-UT), union solder (-US), CPVC (-CPVC) Quick -Connect (-QC) or PEX (-PEX) end connectors or w/press. Features • Lead Free" cast copper silicon alloy body construction • Solid wax hydraulic principle thermostat assures dependable mixing of hot and cold water • Thermostat controls both hot and cold water • Solder, threaded, PEX or CPVC, Quick -Connect end connection or w/press • Adjustment cap with locking feature • ASSE 1017 listed • ASSE 1069 listed • ASSE 1070 listed • IAPMO cUPC listed • Integral filter washers and check valves Specifications A Thermostatic Mixing Valve shall be installed on the hot water supply to fixture. The valve shall be ASSE 1017, ASSE 1069, ASSE 1070 and IAPMO cUPC listed. It shall have a Lead Free` cast copper silicon alloy body. Lead Free` thermostatic valves shall comply with state codes and standards, where applicable, requiring reduced lead content. The valve shall include integral filter washers and check valves and an adjust- ment cap with locking feature. The valve shall be provided with solder (-US), threaded (-UT), CPVC, (-CPVC) Quick Connect (-QC) or PEX (-PEX) or w/press union connections. The valve shall be a Watts Series LFMMV-M1. ES-LFMMV LFMMV-0-M1 LFMMV-US-M1 When used in an ASSE 1017 application at the hot water source, the Watts Thermostatic Mixing Valve Series LFMMV cannot be used by itself to control final temperature at fixtures where ASSE Standard 1016 or ASSE Standard 1070 listed devices are required. Such use may result in severe bodily injury (i.e. scald- ing or chilling) and/or death. ASSE Standard 1016, ASSE 1069 or ASSE Standard 1070 listed devices, such as Watts Series LFUSG, LFL111 or LFMMV, should be used at point -of -use to prevent possible injury. Consult all product manuals, and instruc- tion guides before installing any referenced product. Recirculation systems should recirculate water at temperatures over 140°F to reduce the risk of bacterial growth in the piping. This valve should not be used at the hot water source in recircu- lation systems. Water temperatures in excess 110°F (43°C) are dangerous and may cause scalding, severe injury or death! This valve can be adjusted to deliver water at temperatures exceeding 110°F (43°C). Consequently, when used in an ASSE 1016, ASSE 1069 or ASSE 1070 application, the installer must check the mixed water outlet temperature at the point of use and adjust the Watts Thermostatic Mixing Valve Series LFMMV to ensure delivery of water at a safe temperature not exceeding 110°F (43°C). Mechanical valves are not fail-safe. Due to the effects of various water conditions, periodic verification of outlet water temperature is required. The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before begin- ning the installation of this product. 'The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- XXIWATW out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Applications The LFMMV-M1 Thermostatic Mixing Valves are ideal for supply- ing sinks, baths, showers or lavatories with tempered water. The LFMMV-M1 valves can be used in residential, commercial and institutional environments. These thermostatically modulated mixing valves can be used anywhere preset water temperature is required for point -of -use installations such as in homes, schools, restaurants, hospitals, beauty salons, and public restrooms. The LFMMV-M1 is provided with an adjustment cap that includes a locking feature. The LFMMV-M1 valves should be used prior to the fixture to reduce the hot water supply to a safe temperature. Materials Body: Lead Free* cast copper silicon alloy Disc: Stainless steel Thermostat Assembly: Copper O -rings: Buna-N; EPDM Pistons: Polysulfone (PSU) Springs: Stainless Steel Pressure — Temperature — Flow Rate Minimum Supply Pressure Static: 30psi (207 kPa) Inlet Temperatures: hot inlet, 120°F — 180°F (49°C — 82°C), cold inlet, 39°F — 85°F (4°C — 29°C) Hot Water Inlet to Outlet Differential Temperature: 5°F (3°C) above set point Temperature Out: Field range: 80°F — 120°F (27°C — 49°C), adjustable. Accurate within ±3°F (1.7°C) Maximum Temperature: 200°F (93°C) Maximum Pressure: 150psi (1034 kPa) Minimum Flow: 0.5 gpm (1.9 Ipm) @ 0.8psi (0.55 kPa)t Maximum Flow: 20 gpm (76 Ipm) @ 125psi (862 kPa)t Maximum Pressure Differential between Hot & Cold Water Supplies: 25% CIP I�s�cN. NSF Standards c us Tested and Certified by NSF International Listing: ASSE 1017, ASSE 1069, ASSE 1070 and IAPMO cUPC t When tested in accordance with ASSE 1017, ASSE 1069 & ASSE 1070 Mega Pro-PressTM connections are optional factory installed fitting on each end of the approved/certified assembly. Basic Construction BUTTON HEAD SCREW LOCKING ADJUSTMENT CAP STEM ASSEMBLY ADAPTER BONNET ASSEMBLY UNION NUT FILTER WASHER 0 -RING 0 -RING 0 -RING PLUNGER TAILPIECE INLET / FILTER SEAT WASHER CHECK MODULE SPRING BODY THERMOSTAT FUNNEL FIBER WASHER l Capacity** kpa psi 345 50 on 276 40 d 207 30 y 138 20 y d a 69 10 0 0 2 4 6 8 10 12 7.6 15 23 30 38 46 Flow Flow curves are for reference. Actual flows may vary depending on system temperatures and/or pressures. "Flow curve with integral inlet filters and check valves 14 gpm 53 Ipm Dimensions — Weights Hot Water Inlet Mixed Outlet Cold Water THREAD SWEAT PIX CPVC QUICK -CONNECT (UT) (US) 0C Inlet D -D D- D D SIZE (DN) MODEL DIMENSIONS WEIGHT in. mm A in. mm B in. mm. C in. mm in. D mm Ibs. kg. 1/2 15 LFMMV-UT-MI 47/8 124 57/16 137 33/16 80 5/8 16 1.8 0.8 8/4 PO 47/8 124 57/6 137 33/6 80 5/8 16 2.4 1.1 1 25 55/6 135 56/8 143 3% 86 3/4 20 3.0 1.4 1/2 15 LFMMV US M1 413/ 6 123 53/8 137 31/8 80 5/8 15 1.7 0.8 3/4 20 55/6 135 5% 143 3% 86 7/8 22 2.3 1.0 1 25 513/6 148 57/8 149 3% 92 11/8 28 2.9 1.3 1/2 15 LFMMV PEX M1 51/4 133 59/ 6 142 35/ 6 85 1 /16 21 1.8 0.8 3/4 20 51/2 140 511/6 145 37/6 88 15/6 24 2.5 1.1 1 25 57/8 149 57/8 150 3% 93 11/8 29 3.1 1.4 1/2 15 LFMMV-CPVC-M1 43/4 121 55/6 136 31/6 79 9/6 14 1.6 0.7 3/4 20 51/4 133 59/6 142 35/6 85 13/6 21 2.2 1.0 1 25 511/16 144 1 513/ 6 147 1 016 90 1 26 2.6 1.2 1/2 15 LFMMV-QC-MI 6% 168 1 61/4 159 1 4 102 1'/2 38 2.1 0.9 3/4 20 615/6 177 67/6 163 43/6 106 111/6 42 2.8 1.3 1 25 71/8 181 61/2 165 41/4 108 13/4 44 3.5 1.6 Note: Consult factory for dimensions w/press VNIWATM USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com ES-LFMMV 1750 © 2017 Watts KOHLER, Features • Made from premium materials that withstand high-volume usage • Constructed of vitreous china • 19-1/4"L x 17-1/4"W • Wall -mount installation • Faucet not included • Ledge -back • Includes wall hanger • Drilled for concealed arm carrier Recommended Accessories K-8998 P -Trap Components Additional included component/s: Hanger. Chesapeake"' Wall -Mount Bathroom Sink K-1728 ADA Codes/Standards ASME A112.19.2/CSA B45.1 ADA ICC/ANSI A117.1 KOHLER@ One -Year Limited Warranty See website for detailed warranty information. Available Color/Finishes Color tiles intended for reference only. Color Code Description 0 White 96 Biscuit L 47 Almond 1-800-4KOHLER (1-800-456-4537) THE BOLD LOOK Kohler Co. reserves the right to make revisions without notice to product specifications. OF KOHLER For the most current Specification Sheet, go to www.kohler.com. 12-4-2018 11:23 - US/CA KOHLER, 3-1/4" (83 mm 13-3/4" 8-1/2" (349 mm) (216 mm) 17-1/4" (438 mm) --- 4" (102 mm) 15-3/8" (391 mm) 2-1/2" (64 mm) 16-1/2" (165 mm) _O 1-1/4" (32 mm) Locking Device Hole O 1-1/4" (32 mm) Leveling Screw Hole 19-1/4" (489 mm) 8-1/4" 1/4" (6 mm) Concealed Arm (210 mm) Hole Locat'on - + 2" (51 mm) i s 8-1/8" 10" (206 mm) (254 mm) 13-3/4" 29-1/2" (349 mm) (7 49 mm)- - -o\� - -- 31" 30-1/4" 3/8" Hot I\ 3/8" Cold (7 87 mm) (768 mm) 4-1/2" 1-1/4" OD (114 mm) V 4" (102 mm) Chesapeake"' Wall -Mount Bathroom Sink K-1728 of Arm Carrier 86 ( (864 mm) 17-1/4" (438 mm 8" \ Max 32 1/8" (203 mm) -- (816 mm) Min 11 " (279 mm 27" .. Min 9 mm) (229 mm) Min , � Min Recommended ADA Installation Standard Installation Technical Information All product dimensions are nominal. Bowl configuration: Single Installation: Wall -mount Bowl area (Only): Length: 14" (356 mm) Width: 11" (279 mm) With overflow: Yes Water depth: 4-7/16" (113 mm) Number of deck holes: 3 Faucet hole(s): 1-1/4" (32 mm) Drain hole: 1-3/4" (44 mm) Notes Install this product according to the installation instructions. ADA compliant when installed to the specific requirements of these regulations. 1-800-4KOHLER (1-800-456-4537) THE BOLD LOOK Kohler Co. reserves the right to make revisions without notice to product specifications. OF KOHLER For the most current Specification Sheet, go to www.kohler.com. 12-4-2018 11:23 - US/CA SLOAN. CODE NUMBER 3362116 DESCRIPTION Plug Adapter Power Supply. Back -Check Tee, Polished Chrome Finish, 0.5 gpm, Multi -laminar Spray, Infrared Sensor, Sloan® Hardwired - Powered Deck -Mounted Mid Integrated Base Body Faucet. DETAILS • Flow Rate: 0.5 gpm (2 Lpm) (0.5GPM) • Spray Type: Multi -Laminar WLM) • Spout Type: Pedestal • Sensor Type: Infrared (IR) • Mounting Type: 4' Centerset • Power Supply: Plug Adapter (PLG) • Temperature Mixer: Back -Check Tee (TEE) • Finish: Polished Chrome ICP) • Factory Default Timeout: 30s • Factory Default GPC: 0.25 FEATURES Commercial Grade, ADA Compliant, Electronic, Sensor -Activated, Brass 4 Centerset Hand Washing Faucet with the fallowing features: SLOAN@ SENSOR FAUCET 5 F -2300 -PLG -TEE -CP -0.5 G PM -M LM -I R-FCT (General Madel Name: SF2300-CP FC PED SENSOR HW/B BACKUP) "4-39/64 (119 mm) I 20• 4-45/64' (117 mm) • Splash -proof Circuit Control • Adjustable Infrared Sensor Range '♦IIL 'Illi' �\\_�.'IT� III • 36' (914 mm) Long Sensor Cable • 24" (610 mm) Long Flex Hose • Filtered Solenoid Valve with serviceable Strainer Filter • Includes Four (4) AA -size Batteries • Includes appropriate Mounting Hardware COMPLIANCES & CERTIFICATIONS ELECTRICAL SPECIFICATIONS • Battery Life: 2 years • Sensor Range: 4"-7°(102-178mm) DOWNLOADS • SF Series Installation Instructions • SF Series IFR) Installation Instructions • SF Series ISP) Installatlon Instructions • SFP 35-A Installation Instructions • Trim Plates Repair and Maintenance Guide • Sloan 2300/2350 Repair and Maintenance Guide • Additional Downloads U,-. ® % a,. ® 79 (ADA Compliant, UL Certified, CEC Compliant, CalGreen Compliant. GPC 0.25 or less, IUPC Low Lead Compliant) NOTES All information contained within this document subject to change without notice. Looking for other variations of the SF -2300 Product? View the general spec sheet with all options. Find a matching soap dispenser for this faucet. Find a compatible sink for this faucet. WARRANTY 1 Year Sloan 10500 Seymour Ave. Franklin Park, IL 60131 Phone: 800.982.5839 • Fax: 800.447.8329 • sloan.com Code 3362116 - Downloaded 08/02/18 • Revised 07/02/18 • View Latest Version Page 1 of 2 SLO AN. ROUGH -IN SLOTTED MOUNTING - WASHERS P (974 mm CABLE SLOANO SENSOR FAUCET SF-2300-PLG-TEE-CP-O.SGPM-M LM-IR-FCT (General Model Name: SF2300-CP FC PED SENSOR HW/8 BACKUP) HOT AND COLD WATER SUPPLY APPLICATIONS (SPECIFY IN MODEL VARIATION) Sloan 10500 Seymour Ave, Franklin Park, IL 60131 Phone: 800.982.5839 • Fax: 800.447.8329 • sloan.com Code 3362116 • Downloaded 08/02/18 • Revised 07/0248 • View Latest Version Page 2 of 2 a �Ir 111 SII .11 d N 0 6 II 0 BAX-CHEKTEE HOT COLD SUPPLY SUPPLY Code 3362116 • Downloaded 08/02/18 • Revised 07/0248 • View Latest Version Page 2 of 2 Product Features • Heavy duty cast brass • Chrome plated • Open grid • 17 Gauge 1-1/4" x 6" tailpiece Parts No. Description Material 1 Grid Brass 2 Washer Rubber 3 Washer Paper 4 Nut Brass 5 Tube Brass Warranty and Codes This PROFLO product carries a 1 -year limited warranty. This product meets ANSI: A112.18.2-2005/CSA 13125.2-05. z 4 FP 627 z:m- Product Specifications 234.. PFGD1OO " All measurements are nominal. Please verify before actual installation. Distributed Exclusively by Ferguson and Wolseley Canada © 2011 Ferguson Enterprises, Inc. All Rights Reserved 778103/11 Product Features • ADA & IFAS Compl i ant • No tools required contractor friendly Tear -To -Fit feature makes trimming fast • lhiversal design fits virtually all lavatory applications • Qmooth, flush 9iapCipn" fasteners firmly secure piping covers in place and are nonabrassive and reusable • Antimicrobial vinyl maintain sanitary conditions • Lock Lid"'' on valve stops tampering and allows service • Oeanout nut cap allows service on trap without disassembly • Internal ribs enhance Kvalve and soften impact cushioning • Fire retardant Model Numbers PF200WH PF202WH PF205WH PFEXT200WH PF201 WH PF203WH PF299WH Material Soft, resilient molded vinyl Nominal V1611 1/8" constant with internal ribs Durometer 70-80 — Shore A U/R-otection Vull not fade or discolor Durability Trimming Fasteners Mrtually indestructible E ZTear-To-Fit trim feature (no tools needed) Internal E Z aip fasteners, reusable Color China white Compatibility Fits all 1-1/4" or 1-1/2" cast brass or tubular P -trap assemblies and 3/8" or 1/2" angle stop assemblies Paintability Apply latex paint Burning Characteristics ASTM x635 Self extinguished 0 sec (ATB) mm (AEB) Bacterial/Fungus Pesistance ASTM Q1 and C22 — Fbsult: 0 growth Maintenance Vupe dean using common detergents New E ZTear-To- Ft feature and E Z(aip built-in fasteners make installation fast and easy! 1. Tear -To -Ft on internal, dimensioned tear lines for quick, dean, accurate trimming to fit virtually any piping configuration. Covers flex to install over pipes. 2. Press seams together at finger recesses to engage E Z aip internal fasteners for a secure, safe, tamper-resistant installation. To remove cover, firmly pull seam apart using a strong grip. To reinstall, press seams bade together. Product Specifications Shown with Accessory PF 206WH {IRS all standard 5' Mat whee IGN if 5lralner5}. INete: Accessory PF205WH is inWuded in PF203VM O'Supply lube wwr. I will haemal Ed T4W-70-Fid trial gruuees Vena slels keep 7l3' lallpiece oo+,er — valve dry Inlemal E•Z Teal-Tb4:d lntemal ribs add cushioning and ILJ �.,�I E•Z Grip mefnlal resistance ��j j'j�lntemalf J -Send ce+/2rs all tuhWar and cast brass wpk uralpas PF201 WH IT waste aim corer wit inlemal E -Z 7ear-76•FR frim grooves hole keeps P -hap dry PF200\AH one P -trap cover PF201V\H one P -trap cover, one angle valve and supply cover PF202Vu-I one P -trap cover, two angle valves and supply covers PF203Vu-I one P -trap cover, two angle valves and supply covers, one 5" offset tai Ipiecewheel chair strainer cover PF299V1,t-1 one angle valve and supply cover ACCESSORIES PF205V\H one 5" offset tailpiece wheelchair strainer assembly EXTENSIONS PFDCT200\/\H one 16" extension for drain waste or tailpiece Warranty and Codes This FFULOproduct carries a 1 -year limited warranty This product meets ADA arti d e 4.19.4; CABCYA\SI 4.20.4; tFAS4.19.4; CA iforni a Titl e 24; tFC/IARVlO1CC� Canada Barrier --Free Code. Made in LSA UP C c Qstributed Exdusively by Ferguson and VIblseley Canada © 2015 Ferguson Enterprises, Inc. 0115 24183 BEMIS COMMERCIAL PLASTIC HINGES WITH STAINLESS STEEL POSTS AND PINTLES Is STA-TITE® COMMERCIAL FASTENING SYSTEMTM COMMERCIAL HEAVY - DUTY PLASTIC TOILET SEAT 1955CT/1955SSCT Open front less cover, elongated, heavy-duty, injection molded solid plastic toilet seat. Features four molded -in bumpers, non self-sustaining (1955CT) or self-sustaining (1955SSCT) check hinges with non -corrosive 300 Series stainless steel posts and pintles and STA-TITE° Commercial Fastening SystemT`". This seat complies with American National Standard Z124.5 Toilet (Water Closet) Seats as a class Commercial Heavy Duty. Size: Elongated Material: Plastic Style: Open Front less Cover Bumpers: Four Hinges: Plastic Non Self -Sustaining (1955CT) or Self - Sustaining (1955SSCT) with 300 Series Stainless Steel Posts and Pintles Fastening System: STA-TITE® Commercial Fastening SystemT°" STA-TITE® Commercial Fastening SystemTM Non -Corrosive 300 Series Stainless Steel Posts and Pintles 1.4 5-1/2" Proudly Made in the USA Bemis Manufacturing Co., Sheboygan Falls, WI 53085 www.ToiletSeats.com 18-3/8" I�-2-3/8" 7/8" 1F1-1/16" Phone: 920-467-4621 1800-558-7651 Fax: 920-467-8573 KOHLER, Features . Vitreous china . Elongated bowl . Siphon jet . Wall -mount . With bedpan lugs (-L) . 1-1/2" rear spud . 1.28 gpf (4.8 Ipf) or 1.6 gpf (6 Ipf) depending on flushometer specified . 10-1/2" (267 mm) x 9" (229 mm) water area . 26-1/2" (673 mm) x 16-1/2" (419 mm) x 13-1/4" (337 mm) Codes/Standards Applicable Specified model meets or exceeds the following: . ADA . ICC/ANSI A117.1 . CSA B651 . OBC . ASME A112.19.2/CSA B45.1 . Energy Policy Act of 1992 Specified Model BOWL K-4323 ADA CSA B651 OBC Colors/Finishes . 0: White . Other: Refer to Price Book for additional colors/finishes Accessories . 0: White . Other: Refer to Price Book for additional colors/finishes Model Description Colors/Finishes K-4323 Bowl — elongated 0= Other K -4323-L Bowl — elongated, with bedpan lugs 0 Other Recommended Accessories K-4731 -C Stronghold, open -front elongated seat 0 Other K -4731 -SC Stronghold open -front elongated seat with integrated handle 0 Other K -4731 -GC Stronghold Quiet-CloseTM open -front elongated seat 0 Other Product Specification The elongated bowl shall be made of vitreous china. Bowl shall be 26-1/2" (673 mm) in length, 16-1/2" (419 mm) in width, and 13-1/4" (337 mm) in height with a 10-1/2" (267 mm) x 9" (229 mm) water area. Bowl shall have a 1-1/2" rear spud and features a siphon jet. Bowl shall be for wall -mount installation. Bowl shall feature 1.28 gpf (4.8 Ipf) or 1.6 gpf (6 Ipf) depending on flushometer specified. Bowl shall be available with bedpan lugs (-L). Bowl shall be Kohler Model K-4323- or K -4323 -L - Page 1 of 2 USA/Canada: 1-800-4KOHLER 1119268-4-H (1-800-456-4537) www.kohler.com Technical Information Fixture*: Configuration Rear spud, elongated Water per flush 1.28 gal (4.8 L) or 1.6 gal (6 L)' Spud size 1-1/2" Passageway 2-1/8" (54 mm) Water area 10-1/2" (267 mm) x 9" (229 mm) Water depth from rim 5-1/4" (133 mm) Seat post hole centers 5-1/2" (140 mm) Minimum static pressure required 35 psi (241.3 kPa) Maximum static pressure 80 psi (551.6 kPa) Minimum flowing pressure required 25 psi (172.4 kPa) Required supply minimum 25 gal/min (94.6 I/min) * Based upon use of a 1.28 gal (4.8 L) or 1.6 gal (6 L) flushometer valve. 1/16" (2 mm) 1-1/2" Spud\ T__ 11-1/2" (292 mm) 5" (127 mm) KINGSTONTM BOWL Page 2 of 2 1119268-4-H /Finished Wall Included components: Spud 18357 Installation Notes Install this product according to the installation guide. Refer to manufacturer's instructions and local codes for flushometer requirements. For back-to-back toilet installations: Use only a 45° double wye fitting. Will comply with the American Disabilities Act (ADA) when installed per the requirements of the Accessibility Guidelines, Section 604 Water Closets, of the Act. The Model Plumbing Codes require the installation of elongated open -front toilet seats in public bathrooms. Will comply with CSA B651 when installed per Clause 4.3.6 of the standard. Will comply with OBC Barrier Free requirements when installed per Clause 3.8.3.8 and 3.8.3.9. -26-1/2" (673 mm) 3-1/2" (89 mm) 15" _ (381 mm) q Of Outlet 1-5/8" _ (41 mm) Finished Floor Product Di For Back -to -Back Toilet Installations I I I I Use a 45° double Do not use a wye fitting._ _ _ _ double sanitary tee. 16-1/2" (419 mm) 9" (229 mm) 2-1/2" (64 mm) 7-1/2" 13-1/4" (191 mm) (337 mm) (127 mm) ram THE BOLD LOOK OF KOHLER® S LOA N ® Code . 1 Revev. 3 (05/1. 3 (05/13) INSTALLATION INSTRUCTIONS FOR SLOAN SERIES 900 HYDRAULIC FLUSHING SYSTEM - ROYAL® AND REGAL® XL CONCEALED CLOSET AND URINAL INSTALLATIONS Model 952 AQ Model 991 LIMITED WARRANTY Concealed Closet Flushometer 1-1/2" (38 mm) Back Spud MODEL 940 MODEL 952 Concealed Closet Flushometer No -Flush Connection MODEL 950 Concealed Closet Flushometer 1-1/2" (38 mm) Top Spud MODEL 953 Concealed Urinal Flushometer 1-1/4" (32 mm) Back Spud MODEL 990 Concealed Urinal Flushometer 3/4" (19 mm) Back Spud MODEL 995 Unless otherwise noted, Sloan Valve Company warrants this product, manufactured and sold for commercial or industrial uses, to be free from defects in material and workmanship for a period of three (3) years (one (1) year for special finishes, SF faucets, PWT electronics and 30 days for PWT software) from date of first purchase. During this period, Sloan Valve Company will, at its option, repair, replace, or refund the purchase price of any product which fails to conform with this warranty under normal use and service. This shall be the sole and exclusive remedy under this warranty. Products must be returned to Sloan Valve Company, at customer's cost. No claims will be allowed for labor, transportation or other costs. This warranty extends only to persons or organizations who purchase Sloan Valve Company's products directly from Sloan Valve Company for purpose of resale. This warranty does not cover the life of the batteries. THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. IN NO EVENT IS SLOAN VALVE COMPANY RESPONSIBLE FOR ANY CONSEQUENTIAL DAMAGES OF ANY MEASURE WHATSOEVER. Prior to installing Sloan's Flushometer, install the items listed below as illustrated in the Rough -in Diagrams on Pages 2 and 3. • Bore a 2" (51 mm) hole in wall for piping, if required. • Install closet or urinal fixture. • Install 1-1/2" (38 mm) drain line (NOT supplied by Sloan). • Install water supply line. • Bore a 1-1/2" (38 mm) hole in wall for Hydraulic Push Button Actuator. • For Model HY-72-A Push Button Actuator, install an electrical box at the Push Button Actuator location. IMPORTANT: • INSTALL ALL PLUMBING IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. • WATER SUPPLY LINES MUST BE SIZED TO PROVIDE AN ADEQUATE VOLUME OF WATER FOR EACH FIXTURE. • FLUSH ALL WATER LINES PRIOR TO MAKING CONNECTIONS. • Straight blade (flathead) screwdriver • 5/64" hex wrench Sloan Royal and Regal XL Flushometers are designed to operate with 10 to 100 psi (69 to 689 kPa) of water pressure. THE MINIMUM PRESSURE REQUIRED TO THE VALVE IS DETERMINED BY THE TYPE OF FIXTURE SELECTED. Consult fixture manufacturer for minimum pressure requirements. Most Low Consumption water closets (1.6 gpf/6.0 Lpf) require a minimum flowing pressure of 25 psi (172 kPa). IMPORTANT: With the exception of Control Stop Inlet, DO NOT use pipe thread sealant or plumbing grease on valve components or couplings! IMPORTANT: Protect the chrome or special finish of this flushometer — DO NOT use toothed tools to install or service the valve. Also, see "Care and Cleaning" section of this manual. • Parker Tube Cutter (PTC) • Sloan A-50 Super -Wrench TM, Sloan A-109 Plier Wrench or smooth jawed spud wrench MODEL 940 2-1/4"(57 mm) MIN. 14-1/2" (368 mm) 13" (330 mm) 4" (102 mm) -> MODEL 950 1-1/2" (38 mm) OPENING IN WALL PUSH BUTTM (LOCATION OPTIONAL) 2" (51 mm) OPENING IN WALL MODEL 953 2-1/4" 1-1/2" (38 mm) 4 3/4" (57 mm) MIN. OPENING IN WALL (121 mm) OPTIONAL) 2" (51 mm) OPENING IN WALL CENTERLINE 1 FIN. WALL CENTERLINE OF FIXTURE FIN. FLOOR i I.P.S. mm ON) 9" WATER (229 mm) SUPPLY L NOTE: Also for use with Flushing Rim Floor Drains and Squat Toilets. NOTE: Valve can be located in ceiling above fixture. 1-1/2" (38 mm) ENING 4-3/4" IN WALL (121 mm) 2-1/4" (57 mm) MIN. (76 mm) _ CENTERLINE PUSH BUTTON/ (LOCATION OF FIXTURE OPTIONAL) F-22 1" FEMALE I.P.S. 1-1/2" ; (25 mm ON) (38 mm) OUTLET „ „ „ 2" (51 mm) OPENING IN WALL 1" I.P.S. (25 mm DN) WATER SUPPLY 7-1/2" - (191 mm) 5" (127 mm) MODEL 952 0 t- FIN. WALL 2-1/4" (57 mm) MIN. r�-- :2 14-1/2" (368 mm) 13" (330 mm) 1-1/2" (38 mm) OPENING IN WALL PUSH BUTTON (LOCATION OPTIONAL) 2" (51 mm) FIN. OPENING - FIN. WALL FLOOR IN WALL FIN. WALL NOTE: WATER CLOSET VALVES WITH "-2.4" MODEL DESIGNATION DELIVER 2.4 GPF (9.0 LPF). 'I' 4-3/4" (121 mm) 1" I.P.S. (25 mm DN) WATER SUPPLY FIN. FLOOR i 4-3/4" (121 mm) �I C o0 CENTERLINE OF FIXTURE 1" I.P.S. (25 mm DN) WATER SUPPLY FIN. FLOOR L PUSH BUTTON ou (LOCATION OPTIONAL) 2" (51 mm) OPENING IN WALL CENTERLINE OF FIXTURE t- FIN. WALL 2-1/4" (57 mm) MIN. r�-- :2 14-1/2" (368 mm) 13" (330 mm) 1-1/2" (38 mm) OPENING IN WALL PUSH BUTTON (LOCATION OPTIONAL) 2" (51 mm) FIN. OPENING - FIN. WALL FLOOR IN WALL FIN. WALL NOTE: WATER CLOSET VALVES WITH "-2.4" MODEL DESIGNATION DELIVER 2.4 GPF (9.0 LPF). 'I' 4-3/4" (121 mm) 1" I.P.S. (25 mm DN) WATER SUPPLY FIN. FLOOR i 4-3/4" (121 mm) �I C o0 CENTERLINE OF FIXTURE 1" I.P.S. (25 mm DN) WATER SUPPLY FIN. FLOOR L MODEL 990 MODEL 995 1-1/2" (38 mm) (121 /mm) ( ) (123/ 1-1/2"38 mm mm) 2-1/4" OPENING IN WALLOPENING IN WALL (57 mm) �— 2-1/4" MIN.; .4 (57 IN. mm) —► �� M 3/4" I.P.S. PUSH BUTTON CENTERLINE (25 mm DN) PUSH BUTTON CENTERLINE (20 mm DN) 14 1/2" (LOCATION OF FIXTURE WATER (LOCATION OF FIXTURE WATER OPTIONAL) SUPPLY 13-1/2" OPTIONAL) SUPPLY (368 mm) (343 mm) 13" 12" (330 mm) (305 mm) 2" (51 mm) 2" (51 mm) OPENING IN WALL OPENING IN WALL FIN. FIN. FLOOR FLOOR <— FIN. WALL FIN. WALL / !!! IMPORTANT H! CAREFULLY READ THIS MANUAL TO ENSURE PROPER PRODUCT INSTALLATION AND LONGEVITY. ALSO, PLEASE VISIT OUR WEBSITE WWW.SLOANVALVE.COM TO DOWNLOAD OUR MOST RECENT DOCUMENTATION FOR THIS PRODUCT. !!! IMPORTANT H! WITH THE EXCEPTION OF THE CONTROL STOP INLET, DO NOT USE PIPE THREAD SEALANT OR PLUMBING GREASE ON VALVE COMPONENTS OR COUPLINGS. !!! IMPORTANT H! THIS PRODUCT CONTAINS MECHANICAL AND/OR ELECTRICAL COMPONENTS THAT ARE SUBJECT TO NORMAL WEAR. THESE COMPONENTS SHOULD BE CHECKED ON A REGULAR BASIS AND REPLACED AS NEEDED TO MAINTAIN THE VALVE'S PERFORMANCE. OFor Sweat Solder applications, slide Threaded Adapter onto water supply pipe until end THREADED of pipe rests against shoulder ADAPTER of Adapter. Sweat solder the Adapter to water supply pipe. O WATER SUPPLY PIPE !!! IMPORTANT M WHEN ORDERING, SPECIFY THE MODEL VARIATION REQUIRED. NOTE: WATER CLOSET VALVES WITH "-2.4" MODEL DESIGNATION DELIVER 2.4 GPF (9.0 LPF). !!! IMPORTANT H! PROTECT THE FINISH OF SLOAN FLUSHOMETERS. DO NOT USE TOOTHED TOOLS TO INSTALL OR SERVICE VALVES. USE A SLOAN A-50 SUPER WRENCH TM, SLOAN A-109 PLIER WRENCH OR SMOOTH JAWED SPUD WRENCH TO SECURE COUPLINGS. SEE "CARE AND CLEANING" SECTION OF THIS MANUAL. NEVER OPEN THE CONTROL STOP TO WHERE THE FLOW FROM THE VALVE EXCEEDS THE FLOW CAPABILITY OF THE FIXTURE. IN THE EVENT OF A VALVE FAILURE, THE FIXTURE MUST BE ABLE TO ACCOMMODATE A CONTINUOUS FLOW FROM THE VALVE. !!! IMPORTANT M IF YOU HAVE QUESTIONS ABOUT HOW TO INSTALL YOUR SLOAN FLUSHOMETER, CONSULT YOUR LOCAL SLOAN REPRESENTATIVE, OR CALL THE SLOAN TECHNICAL SUPPORT AT: 1-888-SLOAN-14 (1-888-756-2614) BOInstall the Sloan Bak-Chek® control stop to the water supply line with the outlet positioned as required. BAK-CHEK® OUTLET > t— CONTROL STOP IRON PIPE NIPPLE OR COPPER PIPE WITH SWEAT SOLDER ADAPTER (2) GANG ELEC. BOX DEVICE COVER 3/4" RAISED x 4-3/4" H x 7-1/16" W (NOT SUPPLIED BY SLOAN) UNIVERSAL / PUSH BUTTON (2) GANG QUICK ACTUATOR 8 ELEC. BOX Imo/ T CONNECT 1-5/8" D x EXTENSION FITTINGS 4-1/2" H x WALL STEM 6-13/16" 0 EXTENSION W (NOT ADAPTER SUPPLIED COVER PLATE BY SLOAN) SCREWS (4) PLASTICNUT TUBING \ NUTS (2)�'.Q'® SPRING I BRASS INSERT SHERS (2) ,f ° 9 ,, BUTTON COVER PLATE /If 4 FLANGE WALL FLANGE 0 FLATHEAD SCREWS (2) •� ZI PUSH BUTTON SET SCREW Note: The HY-33-A Fixture Wall may be installed directly onto fixture wall where access behind wall is available. If rear access is not available, HY-33-A may be installed onto a Sloan Easy Access Wall Box Assembly. Parts for both installations are included with the HY-33-A Push Button. NUTT LOCKWASHER oA-' THREADED ROD RETAINING / \ rrWALL' PLASTIC TUBING BAR ZZ SPACER SLEEVE—� ° Il SPRING USE ONLY IF WALL BRASS THICKNESS IS LESS THAN 2" (51 mm) 9 INSERT BUTTON QUICK LANGE CONNECT PUSH BUTTON WALL ® FITTINGS (2) ACTUATOR FLANGE NUT r PUSH BUTTON SETSCREW OIf not already completed, bore a 1-1/2" (38 mm) diameter hole in wall for the push button actuator. Refer to the Rough -in drawings on Pages 2 and 3. OScrew Threaded Rod into back of Push Button Actuator. Note: Sloan WB -1 -A easy access wall box is designed for use with HY-33-A and HY-108-A Actuators. LOCKWASHERS (2) ® 1` WALL BOX COVER PLATE • PLASTIC TUBING NUTS (2) FLATHEAD SCREWS (2) SPRING QUICKBRASS CONNECT J \�� INSERT BUTTON FITTINGS (2) FLANGE WALL 0 All PUSH FLANGES NUT BUTTON PUSH BUTTON •� ACTUATOR SET SCREW OMount Wall Flange onto Cover Plate using (2) Flathead Screws, Lockwashers and Nuts provided. Tighten Fasteners securely. BOInsert Extension Stem into Extension Adapter and thread Extension Adapter onto Push Button Actuator. COInsert threaded end of Push Button Actuator Assembly through Cover Plate Assembly. Fasten to Plate with Nut. Tighten securely. DOPlace Brass Insert into black Push Button. Concave side of Brass Insert must face outward of Push Button. OInsert black Push Button into Button Flange. Place Spring against Brass Insert of Push Button. Install Push Button Assembly onto Wall Flange. Secure with Setscrew located on Button Flange. FO Attach Plastic Tubing. See: Steps to Attach Plastic Tubing (Page 5). GOMount Cover Plate Assembly onto electrical box cover using the four (4) Screws provided. CO Insert threaded end of Push Button Actuator into Wall Flange and Install Nut. Tighten Nut securely. OPlace Brass Insert into black Push Button. Concave side of Brass Insert must face outward of Push Button. OInsert black Push Button into Button Flange. Place Spring against Brass Insert of Push Button. Install Push Button Assembly onto Wall Flange. Secure with Setscrew located on Button Flange. OIf Spacer Sleeve is required, from behind wall, run Plastic Tubing through Sleeve (notched end of Sleeve toward rear) and through Wall. Spacer Sleeve is only required if wall thickness is less than 2" (51 mm). OAttach Plastic Tubing. See: Steps to Attach Plastic Tubing (Page 5). OInsert Push Button Assembly into the 1-1/2" (38 mm) wall hole. OFrom behind wall, slide spacer sleeve (if required) over threaded rod and rest it against rear of wall. Slide retaining bar onto threaded rod and into slots of Sleeve (if required), or against wall if sleeve is not required. Install lockwasher and nut onto threaded rod. Tighten securely. Carefully cut excess threaded rod, making certain to not damage plastic tubing. OInsert threaded end of Push Button Actuator through Wall Flange and install Nut. Tighten Nut securely. OMount Wall Flange and Push Button Actuator to Wall Box Cover Plate using Flathead Screws, Lockwashers and Nuts provided. Tighten fasteners securely. COPlace Brass Insert into black Push Button. Concave side of Brass Insert must face outward of Push Button. OInsert black Push Button into Button Flange. Place Spring against Brass Insert of Push Button. Install Push Button Assembly onto Wall Flange. Secure with Setscrew located on Button Flange. OAttach Plastic Tubing. See: Steps to Attach Plastic Tubing (Page 5). METAL COVER PLATE PARTITION MOUNTING HOLE CLIP PUSH BUTTON ACTUATOR NUTS (2) COVER PLATE PLASTIC\ FLATHEAD SCREWS (2) TUBING SPRING zz:�/ 0 BRASS INSERT WALL BUTTON j®��FLANGE QUICK FLANGE NUT CONNECT FITTINGS (2) PUSH BUTTON R SETSCREW AOUsing cover plate as a template, drill two 3/16" (5 mm) Cover plate mounting holes and cut opening for push button actuator into the metal partition. Install clip nuts with threaded side toward back. Note: Use HY-108-A (MBPM) on punched stainless steel plates and security fixtures with front access. QUICK CONNECT PLASTIC J4 FITTINGS (2) TUBING CPANELPUSH BUTTON RING ACTUATORACTUATOR METAL BUTTON ASSEMBLY NU�ASHER BUTTON FLANGE � U Note: Behind wall access required to install HY-100-A (MBFW) ® ®r LOCKWASHER THREADED ROD � W PLASTIC QUICK TUBING CONNECT NUT RETAINING / FITTINGS (2) BAR /f�L SPACER SLEEVE — r USE ONLY IF WALL SPACER THICKNESS IS LESS RING THAN 2" (51 mm)PUSH METAL BUTTONBUTTON ACTUATOPT R& ACTUATOR ASSEMBLY SPRING NUT BUTTON FLANGE —� OIf not already completed, bore a 1-1/2" (38 mm) diameter hole in wall for the Push Button Actuator. Refer to the Rough -in drawings on Pages 1 and 2. OScrew Threaded Rod into back of Push Button Actuator. OThread Actuator Assembly Nut onto end of Push Button Actuator. OSlide Spring over Metal Push Button until it snaps into place. Insert Metal Push Button into Button Flange. OPlace Spacer Ring over threads of Button Flange and thread Button Flange Assembly into Actuator Assembly Nut. B/-D"\ Insert threaded end of Push Button Actuator through Cover Plate and wall flange and install Nut. Tighten Nut securely. OAttach Plastic Tubing. See: Steps to Attach Plastic Tubing (lower right side of page). OInsert flathead screws through wall flange and cover plate mounting holes. Mount wall flange and cover plate to metal partition using flathead screws provided. Tighten fasteners securely. OPlace brass Insert into black Push Button. Concave side of Brass Insert must face outward of Push Button. FOInsert black push button into Button Flange. Place Spring against Brass Insert of Push Button. Install Push Button Assembly onto Wall Flange. Secure with Setscrew located on Button Flange. AO Attach Plastic Tubing to Push Button Actuator. See: Steps to Attach Plastic Tubing (below). OThread Actuator Assembly Nut onto threaded end of Push Button Actuator. OSlide Spring over Metal Push Button until it snaps into place. Insert Metal Push Button into Button Flange. OFrom front of panel, insert Button Flange Assembly into hole of panel. Behind panel, place Washer over threads of Button Flange. Thread Button Flange onto Actuator. Tighten Flange securely. OFrom behind wall, run plastic tubing through optional spacer sleeve (notched end of sleeve toward rear) and wall. Spacer sleeve only required if wall thickness is less than 2" (51 mm). OAttach plastic tubing. See: Steps to Attach Plastic Tubing (below). HO Insert push button assembly into the 1-1/2" (38 mm) wall hole. OFrom behind wall, slide spacer sleeve (if required) over threaded rod and rest it against rear of wall. Slide retaining bar onto threaded rod and into slots of sleeve (if required), or against wall if sleeve is not required. Install lockwasher and nut onto threaded rod. Tighten securely. Carefully cut excess threaded rod, making certain to not damage plastic tubing. — STEPS TO ATTACH PLASTIC TUBING — (1) The push button actuator is connected to the flushometer body by two plastic tubes, marked "L" and "0". Match markings on the tubes to markings on the actuator. (2) Cut off excess plastic tubing with plastic tube cutter (PTC) leaving 3" to 4" (76 to 102 mm) of slack when push button actuator is installed. If the "L" and "0" markings will be cut off, remark the tubing to not lose identification. (3) Slide plastic tubing into its corresponding valve actuator fitting. Pull tubing to make sure connection is secure. (Tubing can be removed by pressing on blue connection button to release.) !!! IMPORTANT H! MUST USE SLOAN APPROVED TUBING ONLY OAssemble Pipe, Elbows, Couplings, Nylon Slip Gaskets, Rubber Gaskets and Flanges as illustrated on back page. Hand tighten all Couplings. F VACUUM BREAKER IMPORTANT: WHEN CUTTING SCORED PIPE TO FIT, LEAVE A MINIMUM OF 1-1/4" (32 mm) OF SCORING TO ENSURE PROPER ENGAGEMENT WITH COMPRESSION COUPLINGS. FLUSH CONNECTION Maximum adjustment of Sloan Adjustable O Insert Adjustable Tailpiece into Control Stop. Lubricate 0 -ring seal Tailpiece is 1/2" (13 mm) IN or OUT from with water. Hand tighten Tailpiece Couplinq. TAILPIECE the standard 4-3/4" (121 mm) (centerline --' of Flushometer to centerline of Control O Align Flushometer FLUSHOMETE COUPLING Stop). If rough -in measurement exceeds Body on top of BODY ® O 5-1/4" (133 mm), consult factory for longer Vacuum Breaker tailpiece. Flush Connection. 4-1/4" MIN. p Hand tighten Vacuum G-44 — 0 -RING CONTROL (108 mm) IMPORTANT: Use a Sloan A-50 Super- FRICTIONy ADJUSTABLE STOP 5-1/4" T^^ Breaker Coupling. Wrench ,Sloan A-109 PI Wrench RING TAILPIECE MAX. C Alin Flushometer f (133 mm) or smooth jawed spud wrench to secure g VACUUM all couplings. This will eliminate damage Body. Using a wrench, VACUUM BREAKER to chrome or special finish that normally securely tighten BREAKE _ COUPLING occurs when slip -joint pliers, pipe wrenches couplings in order FLUSH or other "toothed" tools are used. given: (1) Tailpiece CONNECTION 4-3/4" Coupling, (2) Vacuum WITH (121 mm)—SPUD Breaker Coupling, (3) REPAIR KIT COUPLING Slip Joint Couplings SLIP JOINT I O4 and (4) Spud Coupling. COUPLINGS /L C L O FIXTURE SUPPLY NOTE Observe "L" and "0" markings on Tubing. Tubing must be connected to corresponding "L" and "0" markings on Valve Actuator. OInsert actuator cartridge into flushometer valve body. OInstall valve actuator housing onto flushometer valve body. Tighten housing nut with a wrench. OCut off excess tubing with plastic tube cutter (PTC) so that there will be about 3" to 4" (76 to 102 mm) of slack when connected to valve actuator. If "L" and "0" markings on the tubing will be cut off, then remark tubing appropriately to retain identification. OSlide plastic tubing into its corresponding valve actuator fitting. Pull tubing to make sure connection is secure. (tubing can be removed by pressing on blue connection button to release.) FLUSHOMETER VALVE BODY—,, HY-83-A ACTUATOR CARTRIDGE PLASTIC TUBING HOUSING � NUT VALVE QUICK CONN ACTUATOR FITTINGS (2) HOUSING p Adjust control stop to meet flow rate required for proper cleansing of fixture. Open control stop COUNTERCLOCKWISE ONE FULL turn from closed position. Activate flushometer. Adjust control stop after each flush until the rate of flow delivered properly cleanses the fixture. !!! IMPORTANT H! BAK-CHEK® �— CONTROL STOP VACUUM BREAKER TUBE SLOAN FLUSHOMETERS ARE ENGINEERED FOR QUIET OPERATION. EXCESSIVE WATER FLOW CREATES NOISE, WHILE TOO LITTLE WATER FLOW MAY NOT SATISFY THE NEEDS OF THE FIXTURE. PROPER ADJUSTMENT IS MADE WHEN THE PLUMBING FIXTURE IS CLEANSED AFTER EACH FLUSH WITHOUT SPLASHING WATER OUT FROM THE LIP AND A QUIET FLUSHING CYCLE IS ACHIEVED. NEVER OPEN CONTROL STOP TO WHERE THE FLOW FROM THE VALVE EXCEEDS THE FLOW CAPABILITY OF THE FIXTURE. IN THE EVENT OF A VALVE FAILURE, THE FIXTURE MUST BE ABLE TO ACCOMMODATE A CONTINUOUS OShut off control stop by turning handle CLOCKWISE. Then remove flushometer -- _ cover. - Og Lift out the inside parts assembly as a complete unit. Reinstall flushometer cover and tighten with wrench. Open _ — control stop. Turn on water supply to _ flush line of any debris or sediment. OShut off control stop and remove flushometer cover. Reinstall Inside parts assembly and flushometer cover. Tighten cover with wrench. Open control stop and - activate flushometer Valve. - FLUSHOMETER VALVE BODY—,, HY-83-A ACTUATOR CARTRIDGE PLASTIC TUBING HOUSING � NUT VALVE QUICK CONN ACTUATOR FITTINGS (2) HOUSING p Adjust control stop to meet flow rate required for proper cleansing of fixture. Open control stop COUNTERCLOCKWISE ONE FULL turn from closed position. Activate flushometer. Adjust control stop after each flush until the rate of flow delivered properly cleanses the fixture. !!! IMPORTANT H! BAK-CHEK® �— CONTROL STOP VACUUM BREAKER TUBE SLOAN FLUSHOMETERS ARE ENGINEERED FOR QUIET OPERATION. EXCESSIVE WATER FLOW CREATES NOISE, WHILE TOO LITTLE WATER FLOW MAY NOT SATISFY THE NEEDS OF THE FIXTURE. PROPER ADJUSTMENT IS MADE WHEN THE PLUMBING FIXTURE IS CLEANSED AFTER EACH FLUSH WITHOUT SPLASHING WATER OUT FROM THE LIP AND A QUIET FLUSHING CYCLE IS ACHIEVED. NEVER OPEN CONTROL STOP TO WHERE THE FLOW FROM THE VALVE EXCEEDS THE FLOW CAPABILITY OF THE FIXTURE. IN THE EVENT OF A VALVE FAILURE, THE FIXTURE MUST BE ABLE TO ACCOMMODATE A CONTINUOUS PUSH BUTTON ACTUATOR ASSEMBLY 1. Push Button Leaks. The actuator cartridge has an accumulation of lime or its seals are damaged or worn. Replace with a new HY-32-A cartridge. 2. The flushometer does not flush and a small amount of leakage is visible below the valve. A. Foreign material lodged in the cartridge. Remove the cartridge and inspect for foreign material. Clean under running water. B. The actuator cartridge has an accumulation of lime or its seals are damaged or worn. Replace with a new HY-32-A cartridge. C. Plastic tubing is installed incorrectly. Install plastic tubing correctly (see Steps 2 and 5). ACTUATOR CARTRIDGE REMOVAL Plastic Push Button Actuator Removal: (1) Loosen the setscrew in the button flange and remove the button, flange, and spring from the actuator body. (2) Unscrew the cartridge from the actuator body. NOTE: An automatic check valve in the actuator body allows removal of the cartridge without turning off the water. Metal Push Button Actuator Removal: (1) Remove the button or actuator assembly from the wall or fixture. (2) Disassemble the flange or button assembly from the actuator body. (3) Unscrew the cartridge from the actuator body. NOTE: The metal Push Button is designed to be vandal -proof and must be removed from the wall or fixture for service. FLUSHOMETER ACTUATOR ASSEMBLY 1. The flushometer does not flush or flushes only once and will not flush a second time when the button is pushed. A. The plunger is lodged in the actuator cartridge or the plunger bypass hole is clogged. Remove actuator housing and cartridge from the flushometer. Clean under running water. If cartridge parts are worn, deteriorated or limed up and problem persists after cleaning, replace with a new HY-83-A cartridge. B. Plastic tubing is installed incorrectly. Install Plastic Tubing correctly (see Steps 4 and 6). REMOVAL OF THE ACTUATOR FROM THE FLUSHOMETER: (1) Turn off water at the control stop. (2) Unscrew the actuator housing coupling nut from the flushometer. (3) Remove the actuator housing from the flushometer. The tubing connections can be left intact. (4) Carefully remove the actuator cartridge from the flushometer body to prevent the actuator from abrupt separation due to expansion of an internal spring. If the actuator cartridge is lodged in the flushometer body cavity, gently grip the exposed portion of the cartridge with a channel -lock pliers and rotate back and forth to loosen the o -ring seal. (5) Carefully separate the actuator housing to reveal the spring and plunger. FLUSHOMETER SERVICE 1. Flushometer does not function (no flush). A. Control stop or main valve is closed. Open control stop or main valve. B. Relief valve is worn. Replace Royal performance kit (Royal) or inside parts kit (Regal XL). 2. Volume of water is not sufficient to siphon fixture. A. Control stop is not open wide enough. Adjust control stop for desired delivery of water volume. B. Urinal flushometer parts installed in a closet flushometer. Replace inside urinal flushometer parts with proper closet flushometer parts. C. Incorrect dual filtered fixed bypass diaphragm assembly (Royal) or inside parts kit (Regal XL) is installed in flushometer; for instance, Urinal assembly inside a closet flushometer, or Low Consumption assembly inside a higher consumption fixture. Determine the flush volume required by the fixture and replace Royal Performance kit or inside parts kit. Use valve label and markings on fixture for reference. D. Water supply volume or pressure is inadequate. If no gauges are available to properly measure supply pressure or volume of water at the flushometer, then remove the Relief Valve from the dual filtered fixed bypass diaphragm assembly (Royal) or Inside Parts Kit (Regal XL), reassemble the flushometer and completely open the Control Stop. If the fixture siphons, more water volume is required. For Royal — Install a higher flushing volume Royal Performance Kit. For Regal XL — If a 3.5 gpf Inside Parts Kit is installed in the flushometer, then first flip the refill head (under the diaphragm) to obtain a 4.5 gpf volume. If this volume is still inadequate, remove the Flow Ring from the Guide to obtain a 6.5 gpf Kit. If additional flow is still required, try a Low Pressure Guide Kit A-1 75-A (#0301104). IMPORTANT — LAWS AND REGULATIONS REQUIRING LOW CONSUMPTION FIXTURES (1.6 GPF/6.0 LPF WATER CLOSETS AND 1.0 GPF/3.8 LPF URINALS) PROHIBIT THE USE OF HIGHER FLUSHING VOLUMES. If the fixture does not siphon or if a Low Consumption flush is required, steps must be taken to increase the water supply pressure and/or volume. Contact the fixture manufacturer for minimum water supply requirements of the fixture. 3. Flushometer closes off immediately. A. Ruptured or damaged diaphragm. Replace Royal performance kit (Royal) or inside parts kit (Regal XL). B. For Regal XL — An enlarged bypass orifice from corrosion or damage. Replace Inside Parts Kit. 4. Length of flush is too short (Short Flush). A. For Regal — The diaphragm assembly and guide assembly are not hand tight. Screw the two assemblies hand tight. B. For Regal XL — An enlarged bypass orifice from corrosion or damage. Replace Inside Parts Kit. C. Dual filtered diaphragm assembly (Royal) or inside parts kit (Regal XL) is damaged. Replace Royal Performance Kit or Inside Parts Kit. D. Incorrect dual filtered diaphragm assembly (Royal) or Inside Parts Kit (Regal XL) is installed in flushometer; for instance, Urinal assembly inside a closet flushometer, or Low Consumption assembly inside a higher consumption fixture. Determine the flush volume required by the fixture and replace Royal Performance Kit or Inside Parts Kit. Use valve label and markings on fixture for reference. 5. Length of flush is too long (Long Flush) or continuous. A. For Royal — Metering bypass hole in diaphragm is clogged. Remove the dual filtered fixed bypass diaphragm assembly. Remove the primary and secondary filter Rings from the diaphragm and wash under running water. Replace Royal performance kit if cleaning does not correct the problem. B. For Regal XL — Relief Valve (A-19-A)is not seating properly or bypass orifice is clogged. Disassemble the working parts and wash thoroughly. NOTE: SIZE OF THE ORIFICE IN THE BYPASS IS OF UTMOST IMPORTANCE FOR THE PROPER METERING OF WATER INTO THE UPPER CHAMBER OF THE FLUSHOMETER. DO NOT ENLARGE OR DAMAGE THIS ORIFICE. REPLACE INSIDE PARTS KIT IF CLEANING DOES NOT CORRECT PROBLEM. C. Supply line water pressure has dropped and is not sufficient to close the valve. Close control stop until pressure is restored. D. Dual filtered diaphragm assembly (Royal) or inside parts kit (Regal XL) is damaged. Replace Royal performance kit or inside parts kit. E. Incorrect dual filtered diaphragm assembly (Royal) or inside parts kit (Regal XL) is installed in flushometer; for instance, urinal assembly inside a closet flushometer, or low consumption assembly inside a higher consumption fixture. Determine the flush volume required by the fixture and replace Royal performance kit or inside parts kit. Use valve label and markings on fixture for reference. F. White closet relief valve has been used in a urinal flushometer. Replace closet relief valve (A -19 -AC) with black urinal relief valve (A -19 -AU). G. Inside cover is cracked or damaged. Replace the inside cover (A-71). H. Conditions in the piping system may contribute to the noise. A degree of high pressure in the piping may be relieved by adjustments to control stop. Other noises created by loose pipes, lack of air chambers, inadequate pipe sizes, etc., are problems that must be discussed with the building engineer. 6. Chattering noise is heard during flush. A. Inside cover is damaged. Replace inside cover (A-71). B. For Regal XL — A-1 56-A segment Diaphragm has been installed upside-down. Reposition the segment diaphragm properly (see markings on the diaphragm). For more information concerning Royal and Regal XL flushometers, consult Sloan Hydraulic Valve Repair and Maintenance guides. You may also wish to contact your local Sloan Representative. If further assistance is required, please contact the Sloan Technical Support at: 1-888-SLOAN-14(1-888-756-2614) DO NOT USE abrasive or chemical cleaners (including chlorine bleach) to clean flushometers that may dull the luster and attack the chrome or special decorative finishes. Use ONLY mild soap and water, then wipe dry with clean cloth or towel. While cleaning the bathroom tile, protect the flushometer from any splattering of cleaner. Acids and cleaning fluids will discolor or remove chrome plating. Item Part Description No. No. 1 t Valve Assembly 2A HY-25 Valve Actuator Housing 2B HY-83-A Actuator Cartridge 3 H -730-A Bak-Chek® Control Stop 4 V -500-A 1-1/2" (38 mm) Vacuum Breaker Assembly RB 5A F-22 1" (25 mm) Female Outlet RB 5B V -500 -AA 3/4" (19 mm) x 10-1/2" (267 mm) Vacuum Breaker Assembly RB 50 V -500 -AA 1-1/2" (38 mm) x 11-1/2" (292 mm) Vacuum Breaker Assembly RB 1-1/2" (38 mm) x 7-1/2" (191 mm) Vacuum Breaker Assembly RB 1-1/2" (38 mm) x 6" (152 mm) Vacuum Breaker Assembly RB 1-1/2" (38 mm) x 22" (559 mm) Vacuum Breaker Assembly RB 6 F -2 -AW 3/4" (19 mm) Slip Joint Coupling RB 7 F -15-A ELL with 3/4" (19 mm) Tail RB (Model 995) 8 F -2-A 1-1/2" (38 mm) Slip Joint Coupling 9 F-21 1-1/2" (38 mm) Double Slip Elbow 10 F -2-A 1-1/2" (38 mm) Coupling with S-21 Gasket 11 F-110 1-1/4" (32 mm) Outlet Tube 12 F -2 -AU 1-1/4" (32 mm) Slip Joint Coupling RB 13 F -2 -AA 1-1/2" (38 mm) Slip Joint Coupling (Set of Two) 14 F-102 1-1/2" (38 mm) Outlet Tube CP 15 F-7 Flange 16 F -5-A 1-1/2" (38 mm) Spud Coupling Assembly CP 17 F-100 1-1/2" (38 mm) Outlet Tube RB 18 F -15-A 1-1/2" (38 mm) Elbow Assembly CP t Part number varies with valve model variation; consult factory The information contained in this document is subject to change without notice. MODEL 950 4—>DI 5A�(U MODEL 995 5B- 6 {® 5C MODEL 990 5C --A' 13 {® 9 13 7 6 8 {® 11 �710mmno11 9 12 10 MODEL MODEL MODEL 940 953 952 14 10�17 x—I 15y� 16 {� X15 16 ID� o m=7 SLOAN HEADQUARTERS • 10500 SEYMOUR AVENUE • FRANKLIN PARK, IL 60131 Phone: 1-800-982-5839 or 1-847-671-4300 • Fax: 1-800-447-8329 or 1-847-671-4380 • www.sloanvalve.com 0 2013 SLOAN VALVE COMPANY Code No: 0816301 — Rev. 3 (05/13) Z1 203-N SPECIFICATION SHEET ZURNa ADJUSTABLE HORIZONTAL TAG SIPHON JET NO -HUB Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice 4 [356] ANCHOR LUG 15 34 34 [95] O- o Note: 4 [6] MIN. 1- 8 [155] 72 [190] 164 [425] 1. Min. 'P' Dim. Obtainable=2 [51] 44 [108] MAX. I 2. Feet bolted to floor using min. 543 } t = o o _ 41 114 MIN 1/2 [13] dia. bolts and back slots [146] 54 [133] 42 [1 14] 92] [241]MAX. on carrier feet. i } 3. Back anchor foot required for secure installation. 188 [47 9] - ENGINEERING SPECIFICATION: ZURN Z1203 -N() Adjustable, horizontal siphon jet water closet "Rigid System" with 4 [102] No -Hub connections. Complete with Dura -Coated cast iron right hand, left hand, or double main fitting, with 2 [51] vent, adjustable gasketed faceplate, universal floor mounted foot supports, corrosion resistant adjustable ABS coupling with integral test cap, fixture bolts, trim, and stud protectors. Rear anchor tie down and bonded "Neo -Seal" gasket. OPTIONS (Check/specify appropriate options) Z1203-NR4 4 [102] No -Hub Right Hand Inlet with Flow to Left Z1203-NL4 4 [102] No -Hub Left Hand Inlet with Flow to Right PREFIXES Z D.C.C.I. Approx. Product Wt. Lbs. 12 [304] [kg] — - - 04 [102] 68 [168] 2g [60] -F- 02 [51] NO—HUB 87 8 [ 224 ] 04 [102] VENT 5 [127] MIN . 6M[152] MAX. 216 [59] o [37] W/ STANDARD COUPLING } FINISHED WALL 9 [228] I O- o Note: 4 [6] MIN. 1- 8 [155] 72 [190] 164 [425] 1. Min. 'P' Dim. Obtainable=2 [51] 44 [108] MAX. I 2. Feet bolted to floor using min. 543 } t = o o _ 41 114 MIN 1/2 [13] dia. bolts and back slots [146] 54 [133] 42 [1 14] 92] [241]MAX. on carrier feet. i } 3. Back anchor foot required for secure installation. 188 [47 9] - ENGINEERING SPECIFICATION: ZURN Z1203 -N() Adjustable, horizontal siphon jet water closet "Rigid System" with 4 [102] No -Hub connections. Complete with Dura -Coated cast iron right hand, left hand, or double main fitting, with 2 [51] vent, adjustable gasketed faceplate, universal floor mounted foot supports, corrosion resistant adjustable ABS coupling with integral test cap, fixture bolts, trim, and stud protectors. Rear anchor tie down and bonded "Neo -Seal" gasket. OPTIONS (Check/specify appropriate options) Z1203-NR4 4 [102] No -Hub Right Hand Inlet with Flow to Left Z1203-NL4 4 [102] No -Hub Left Hand Inlet with Flow to Right PREFIXES Z D.C.C.I. Approx. Product Wt. Lbs. Number [kg] Z1203-NL4 67 [30] Z1203 -N R4 O- o Note: 4 [6] MIN. 1- 8 [155] 72 [190] 164 [425] 1. Min. 'P' Dim. Obtainable=2 [51] 44 [108] MAX. I 2. Feet bolted to floor using min. 543 } t = o o _ 41 114 MIN 1/2 [13] dia. bolts and back slots [146] 54 [133] 42 [1 14] 92] [241]MAX. on carrier feet. i } 3. Back anchor foot required for secure installation. 188 [47 9] - ENGINEERING SPECIFICATION: ZURN Z1203 -N() Adjustable, horizontal siphon jet water closet "Rigid System" with 4 [102] No -Hub connections. Complete with Dura -Coated cast iron right hand, left hand, or double main fitting, with 2 [51] vent, adjustable gasketed faceplate, universal floor mounted foot supports, corrosion resistant adjustable ABS coupling with integral test cap, fixture bolts, trim, and stud protectors. Rear anchor tie down and bonded "Neo -Seal" gasket. OPTIONS (Check/specify appropriate options) Z1203-NR4 4 [102] No -Hub Right Hand Inlet with Flow to Left Z1203-NL4 4 [102] No -Hub Left Hand Inlet with Flow to Right PREFIXES Z D.C.C.I. System with Zurn "ZZ" Adjustable Coupling* ZC D.C.C.I. System with Compression Fit Faceplate ZF D.C.C.I. System with Non -Adjustable One Piece Carrier ZQ D.C.C.I. System with NPT Faceplate, Non -Adjustable Coupling SUFFIXES A Auxiliary Support Assembly (For'P" Dim. Greater than 18 [457]) -B Blowout Type Fixture Support -BC Back Cleanout -BE Barrel Extender (Up to 26 [660], Overall length of 40 [1016]) -CC Corrosion Resistant Cast Iron Coupling (6 [151] to 12 [305]) -CL Coupling Length Greater Than 12 [305] (Specified Length Required) -CV Closed Vent (Use only when local codes allow) -F Floor Mounted, Back Outlet Fixture Support -G Galvanized Cast Iron -JC 2 -Inch Auxiliary Inlet with Sanitary Sweep on Faceplate Centerline REV. J -M Auxiliary Foot Support (for'P' Dim. 10 [254] - 18 [457]) -PF Pre -Fab Foot -PS Pre -Fab Slotted Foot -RYK Unistrut Pre -Fab Foot -T Threaded Connection -VP Vandal -Proof Trim -X3 3 [76] Carrier Foot Extension Assembly -X4 4 [102] Carrier Foot Extension Assembly -29 Mechanical Test Cap Assembly -45 Finishing Frame for Siphon Jet System (for Blowout System specify -45-B) -50 Flush Valve Supply Support for Water Closets -61 "ZZ" Coupling Wrench DATE: 2/10/11 C.N. NO. 120628 *REGULARLY FURNISHED UNLESS OTHERWISE SPECIFIED DWG. NO. 59268 PRODUCT NO. Z1 203-N ZURN INDUSTRIES, LLC. ♦ SPECIFICATION DRAINAGE OPERATION ♦ 1801 Pittsburgh Ave. ♦ Erie, PA 16514 Phone: 814k155-0921 ♦ Fax: 8141454-7929 ♦ World Wide Web: www.zurn.com In Canada: ZURN INDUSTRIES LIMITED ♦ 3544 Nashua Drive ♦ Mississauga, Ontario L4V1 L2 ♦ Phone: 9051405-8272 Fax: 9051405-1292 KOHLER, Features • Washout urinal. • 3/4" rear spud. • 0.125 gpf (0.47 Ipf) to 1.0 gpf (3.8 Ipf). • 14" (356 mm) extended rim. • Will replace K -4904 -ER. Material • Vitreous china. Water Conservation & Rebates ' WaterSense-compliant when used with a WaterSense flushometer. Components Additional included component/s: 3/4" inlet spud, 2" outlet spud, Strainer, and Hangers (2). Bardon' High -Efficiency Urinal K -4991 -ER �aterSe�� m P � ti• ADA CSA B651 PjscEPa°° 1. R&T Codes/Standards ASME All 12.19.2/CSA B45.1 DOE - Energy Policy Act 1992 EPA WaterSense® California Energy Commission (CEC) ADA ICC/ANSI A117.1 CSA B651 KOHLER@ One -Year Limited Warranty See website for detailed warranty information. Available Color/Finishes Color tiles intended for reference only. Color Code Description 0 White USA/Canada: 1-800-4KOHLER (1-800-456-4537) THE BOLD LOOK Kohler Co. reserves the right to make revisions without notice to product specifications. OF KOHLER For the most current Specification Sheet, go to www.kohler.com. 2-17-2017 04:00 KOHLER, *Urinal complies with ADA requirements when rim is mounted no higher than 17" (432 mm) from finished floor. *Urinal complies with CSA B651 when rim is mounted no higher than 16-7/8" (430 mm) from finished floor. T___ 20-3/4" (527 mm) 21" (533 mm) *24" (610 mm) Technical Information All product dimensions are nominal. Flush outlet Washout technology: Spud size: 3/4", Inlet, Rear Min. Water per Flush: 0.125 gal (0.5 L) Max. Water per Flush: 1 gal (3.8 L) Designed for the above water use when installed with a water -saving flushometer. Bardon"' High -Efficiency Urinal K -4991 -ER 18" (457 mm 12" (305 mm) Wall Hangers 40-1/2" (1029 mm) To Floor 26-7/8" (683 mm) 2" NPT Tap 1/4" (6 mm) 6" (152 mm) Spud Detail Notes Install this product according to the installation guide. Refer to manufacturer's instructions and local codes for flushometer requirements. ADA, CSA B651 compliant when installed to the specific requirements of these regulations. USA/Canada: 1-800-4KOHLER (1-800-456-4537) THE BOLD LOOK Kohler Co. reserves the right to make revisions without notice to product specifications. OF KOHLER For the most current Specification Sheet, go to www.kohler.com. 2-17-2017 04:00 WOLVERINE BRASS, INC. FINALE LAWN FAUCET WITH THREADED ENDS OR COPPER UNION AND FLANGE FAUCET CONSTRUCTION: ❑ EXTRA HEAVY RED BRASS SATIN CHROME PLATED BODY. ❑ DOUBLE ACME STEM THREAD FOR FASTER ON/OFF OPERATION. ❑ LARGE BONNET NUT FOR EASIER REMOVAL. ❑ LOCK SHIELD STEM AND HANDLE CONSTRUCTION. OPERATION: ❑ E -Z -GRIP HANDLE. 50259 - 1/2" FI P I N LET ow ® 50262 - 3/4" FI P INLET v� 2" DIA. FIP +- 3/4-11-1/2 /\ - INLET HOSE 1-5/8" 1" 45° rpm 50260 -1/2" CU T \ 1-15 " DIA. 3/4 - \_ _ CU -+- -+- - HOSE INLET 1-1/2" 1611 45° 50262FS 10-3-16 The Model 65, B65, RB65 are automatic draining, freezeless wall hydrants with single check hose connection anti -siphon vacuum breakers. Hydrants drain as handle is shut off, even if hose is attached. All models are designed for irrigation purposes to blend in with modern architecture for installation on restaurants, schools, office buildings, churches, apartments, motels, stores, shopping centers and industrial buildings. SPECIFICATIONS: MODEL 65/B65/RB65 • Approved under ASSE Standard 1019-B • Listed by IAPMO" • Meets Government Specification WW -P-541 b VACUUM BREAKER -ANTI SIPHON - - NIDEL° Model 34HAwith 1/4 inch male hose thread • Approved under ASSE 1011 • Listed by IAPMO° VALVE SEAT — Permanent type brass valve body with hemispherical seating surface. VALVE — One piece valve plunger accurately controls both flow and drainage with a minimum number of turns and without need for adjustments. DRAIN — Under nozzle away from hands of operator and with a lip to divert water away from building. CASING — Copper tubes. NO LEAD SOLDER -All solder joints. STEM — Hardened stainless steel stem resists damage. TEE KEY — Loose key operates hydrant. OPERATING ROD — 3/8" solid brass operating rod. INLETS — As shown. WALL CLAMP — Furnished on all 60 series except close coupled. MAX PRESSURE — 125 p.s.i. MAX TEMPERATURE - 120° F woaDFofo Anti -Siphon Freezeless Wall Hydrants Model 65/B65/RB65 Standard - Chrome (CH) Optional - Brass (BR) Polished Brass (PB) Fits one standard modular brick course. Model B65 Exterior Finish: Box & Door Standard - Chrome (CH) Optional - Brass (BR) Polished Brass (PB) Inlet Options Anodized Aluminum Box (AL) Fits two std. modular brick course or one course of facing tile. 3 � 13/8 3 � 1 3/8 4 3/8 4 3/8 P Inlet P1 Inlet 3/4" Female Pipe Thread 1" Male Pipe Thread 3 1 3/8 1/24 1/4 1 3/8 4 3/8 6 1/8 C Inlet EP Inlet 3/4" Copper Water Tube Union Elbow with 3/4" Male Pipe Thread Specify as follows: Wall hydrant shall be Woodford Model 65 (exposed type), B65, RB65 or MB65 (concealed box type), automatic draining with anti -siphon vaccum breaker. ASSE Standard 1019-B approved. 1/4" inlet and outlet (specify type of inlet). Hardened stainless steel operating stem and one- piece valve plunger to control both flow and drain functions. Exterior finish to be Chrome Plated (options: Polished Brass or Rough Brass). Loose tee key to be furnished with each hydrant. Wall thickness to be inches. I JA rev M 10 33.1 Exterior Finish: Box & Door - Chrome (CH) Only Designed especially for tilt -up wall construction. Install through 6" diameter hole. Two 3/8"-16 tapped holes for all -thread anchors in back of box. Lift and latch door stays open when hydrant is in use. When ordering, specify model, inlet and wall thickness ©2015 WOODFORD Mfg. 0977 Rev. 12/15 Form No. 65.112 MODEL 65/1365/R1365 PARTS LIST ITEM PART # DESCRIPTION 1 50009 Tee Key Part No. 50010 Long Tee Key (Box Models) 2 50264 Head Nut—chrome CC 50265 Head Nut — brass 3 50583 I.D. RING 4 50252 Stem Washer 5 55062 Stem Screw 6 50251 "C" washer 7 51014 Yoke Nut 8 Operating Rod (Sold With Item 10 Only) 9 50250 Plunger 10 554XX Operating Rod Assembly (Includes Items 7,8,9) 18 (Select required assembled length from table below) 11 34HA-CH 34HA Vacuum Breaker —chrome 22 34HA-BR 34HA Vacuum Breaker — brass 12 55063 Wall Clamp Assembly 13 67BX Box/Door Assembly —Chrome 65BXF Box/Flat Door Assembly — Chrome 67BX-BR Box/DoorAssembly - Brass 65BXF-BR Box/Flat Door Assembly - Brass 67BX-PB Box/DoorAssembly— PolishedBrass 65BXF-PB Box/Flat Door Assembly — Polished Brass 67BX-AL Box/Door Assembly —Aluminum 14 RB67BX Round Box/DoorAssembly - Chrome RK -65 Chrome Repair Kit (Includes Items 1 ,2 ,4-7 & 9) 15 51117 Door Lock Screw - Chrome 51116 Door Lock Screw - Brass 16 51120 E -Ring WoadExcellence Sirrne I9Z4 Pmadly .Siad¢ lit The tI.S.A- LM=D WARRANTY The Model 65 is sold with a limited warranty for five years against defects in material and workmanship. We will replace or issue credit (at our option) for defective goods that are returned for inspection and found to be defective within five years ofpurchase from Woodford. �� lob4 318 � I THICKNESS 5 OVERALLLENGTH (CLOSE COUPLED) 7/16 MODEL 65 Rough -In Dimensions 2 3/s 3 3/4 01� 4 3'8" 21/2" WALL THICKNESS 73/8" MIN OVERALLLENGTH 2 7/8" (CLOSE COUPLED) 43/8" MODEL RB652„ 3 7/8" Rough -In Dimensions 57/8"Dla. „A„ Operating Rod Assy. Wall Thickness 24 Part No. or more of the following Length 65 B65/RB65 51/2 CC CC 3 N/A 4 4'/i' 4 6 6 6 8 8 8 10 10'/i' 10 12 12'/2' 12 14 14'/2' 14 16 16'/2' 16 18 18'/2' 18 20 20'/2' 20 22 22 '/2' 22 24 24'/2' 24 N/A 26'/2' WoadExcellence Sirrne I9Z4 Pmadly .Siad¢ lit The tI.S.A- LM=D WARRANTY The Model 65 is sold with a limited warranty for five years against defects in material and workmanship. We will replace or issue credit (at our option) for defective goods that are returned for inspection and found to be defective within five years ofpurchase from Woodford. �� lob4 318 � I THICKNESS 5 OVERALLLENGTH (CLOSE COUPLED) 7/16 MODEL 65 Rough -In Dimensions 2 3/s 3 3/4 01� 4 3'8" 21/2" WALL THICKNESS 73/8" MIN OVERALLLENGTH 2 7/8" (CLOSE COUPLED) 43/8" MODEL RB652„ 3 7/8" Rough -In Dimensions 57/8"Dla. „A„ Manufactured 4 6 8 10 12 14 16 18 20 under one 24 Part No. or more of the following 21/4 55401 patents: 51/2 55402 U.S. Patents: SEE 55404 3,414,001 INLET 55406 4,178,956 TYPE 55408 4,316,481 8.4 ** Add 8.3 Lbs. for brass box models. 4,532,954 —25/8 55410 D216,790 WALL 55412 D216,791 THICKNESS 55414 D277:365 7 31E 55416 D277,366 MIN. OVERALLLENGTH (CLOSE COUPLED) 55418 Canada Patents: MODEL B65 55420 852,529 Rough -In Dimensions 55422 865,995 55424 1,146,438 WATER 71/2 y 2314 4 3/8 W.3/8� Wall Thickness (Inch) CC 4 6 8 10 12 14 16 18 20 22 24 Overall Length - Hydrant 5 8 10 12 14 16 18 20 22 24 26 28 Overall Length - Box Models 73/8 83/8 10 3/8 12 3/8 14 3/8 16 3/8 18 3/8 20 3/8 22 3/8 24 3/8 26 3/8 28 3/8 Shipping Wt. (Lbs)** 3.8 4.4 4.8 5.2 5.6 6 6.4 6.8 7.2 7.6 8 8.4 ** Add 8.3 Lbs. for brass box models. NOTE: Close Coupled Models are not recommended for use in freezing climates and cannot use wall clamp. **Add 2.5 Lbs. for aluminum box models. For more information contact... WOODFORD MANUFACTURING COMPANY 2121 Waynoka Road, Colorado Springs, Colorado 80915 • Phone: (800) 621-6032 • Fax: (800) 765-4115 To view our complete product line visit: www.woodfordmfg.com or email: sales@woodfordmfg.com ©2015 WOODFORD Mfg. 0977 A Division Of WCM Industries, Inc. Rev. 12/15 Form No. 65.112 ON -GRADE ADJUSTABLE FLOOR DRAIN 842 series SPECIFICATION Sioux Chief 842 Series adjustable floor drain shall be used where necessary in drainage systems. Floor drain shall have a Sch. 40 hub connection, which conforms to ASTM D2665 (PVC) or D2661 (ABS). Connection to drainage system shall be made with a solvent weld joint to ABS/PVC pipe. Strainer of floor drain shall fasten into female threaded brass inserts. Strainer shall be heel -proof and meet applicable load requirements for intended use. Trap primer port shall be threaded 1/2' FIP for knockout connection. MATERIALS ring/strainer: nickel -bronze, 304 stainless steel, brass top housing: ABS with threaded brass inserts adapter body: ABS or PVC STRAINER LOAD RATING nickel-bronze/brass: 1,000 lbs. (light duty, pedestrian traffic) stainless steel: 2,000 lbs. (light duty, pedestrian traffic) STRAINER FREE -AREA 2" drain 7.5 int 3" drain (standard top) 7.5 int 3" drain (large top) 11.75 int 4" drain 11.75 int DIMENSIONS A: connection size 2" x 3", 3" x 4", or 4" Sch. 40 hub B: top diameter RING & STRAINER 2" drain 51/2" 3" drain (standard top) 51/2" 3" drain (large top) 61/2' 4" drain 61/2" C: overall height round nickel -bronze 2" drain 43/8"-51/8" 3" drain (standard top) 43/8"-51/8" 3" drain (large top) 51/8"-61/4" 4" drain 53/8"-61/2" D: trap primer port 1/2" FIP thread for knockout connection * Adapters fit over 2'%inside 3" pipe, or over 3/inside 4" pipe Item # Submitted Job Name Location Engineer Contractor PO# TAG Create Item Number I842 -ABC D e.g. 842-3PNR = 3" PVC drain with round nickel -bronze ring & strainer 842-3 PS R B A A CONNECTION C RING & STRAINER ACCESSORIES ❑ 2 2" Sch. 40 hub ❑ BR round brass ❑ 863 -FA round aluminum ❑ 3 3" Sch. 40 hub (standard top) ❑ NR round nickel -bronze condensate funnel ❑ 36 3" Sch. 40 hub (large top) ❑ SR round stainless steel ❑ 863 -FN round nickel condensate ❑ 4 4" Sch. 40 hub funnel D OPTIONS (FACTORY INSTALLED) ❑ 863-FNO oval nickel condensate B ADAPTER ❑ V vandal -resistant strainer screws funnel ❑ A ABS adapter ❑ H hinged strainer' ❑ 842 -UM 45/8" stainless steel ❑ P PVC adapter ❑ E extended ring2 sediment screen' 1 Available for 842-4_ or 842-36_ models only 1 Available for 842-4_ or 842-36_ models only 2 Available for 842-36_NR and 842-4—NR models only SiouxChief Sioux Chief Manufacturing Company • tel: 1-800-821-3944 • www.siouxchief.com • fax: 1-800-758-5950 1- MECHANICAL FAUCETS 835 -CP Manual Sink Faucets Product Type Wall Mounted 6" Fixed Centers Exposed Hot and Cold Water Service Sink Faucet with Supplies from Above ,lob Name Features & Specifications • 6" Fixed Centers • 3" Cross Handles • Quaturn Compression Operating Cartridges • 1/2" NPT Female Thread Inlets Supplied from Top • 3/4" Male Hose Thread Outlet • Atmospheric Vacuum Breaker, Not Intended for Continuous Pressure Applications • 5-3/4" Vacuum Breaker Spout with Pail Hook and Wall Brace • Atmospheric Vacuum Breaker, Not Intended for Continuous Pressure Applications • CFNow! Item Ships in 3 Days Performance Specification • Rated Operating Pressure: 20-125 PSI • Rated Operating Temperature: 40-140°F Warranty • Lifetime Limited Faucet Warranty • 5 -Year Limited Cartridge Warranty • 1 -Year Limited Finish Warranty Codes & Standards • ASME Al 12.18.1/CSA B125.1 • ASSE 1001 Item Number Section/Tag Model Specified Architect Engineer Contractor [ ] Submitted as Shown Date CHICAGQZ. FAUCETS a amotcamparlyr [ ] Submitted with Variations Last Revision: 12/04/2017 • Date Printed: 01/15/2019 • Product specifications subject to change without notice 2100 South Clearwater Drive Des Plaines, IL P: 847/803-5000 F: 847/803-5454 Technical: 800/TEC-TRUE www.chicagofaucets.com 835 -CP Manual Sink Faucets Architect/Engineer Specification CHICAGQZ. FAUCETS a Geball eornoally Chicago Faucets No. 835 -CP, Service Sink Faucet for hot and cold water, exposed wall -mount, chrome plated. Top -mounted supplies with 6" fixed centers. Rigid spout with vacuum breaker, pail hook, and wall brace, 5-3/4" center -to -center. 3" metal cross handles with eight -point, tapered broach and secured blue and red index buttons. QuaturnTm rebuildable compression cartridge, opens and closes 90°, closes with water pressure, features square, tapered stem. 1/2" NPT female thread, top -mounted supply inlets. 3/4" male hose thread outlet. NOTE: Atmospheric vacuum breaker is NOT intended for continuous pressure applications. Secondary control valve: Rigid spout with vacuum breaker, pail hook, and wall brace, 5-3/4" center -to -center. T_ 2-ur lsTmml [57m1m] i Operation and Maintenance uL�rcm 6' [15zmn[ FLANGE DETAIL 31W 4M llY NPT FWALt TMEAO*UM 1W. {35mm1 T_ iWF ALE HOSETHFM OUTUT 2.72' 141Y16' r3 1 DLA. a•s�' � Hlwnnd I21a,m1 Installation should be in accordance with local plumbing codes. Flush all pipes thoroughly before installation. After installation, remove spout outlet or flow control and flush faucet thoroughly to clear any debris. Care should be taken when cleaning the product. Do not use abrasive cleaners, chemicals or solvents as they can result in surface damage. Use mild soap and warm water for cleaning and protecting the life of Chicago Faucet products. For specific operation and maintenance refer to the installation instructions and repair parts documents that are located at www.chicagofaucets.com. Chicago Faucets, member of the Geberit Group, is the leading brand of commercial faucets and fittings in the United States, offering a complete range of products for schools, laboratories, hospitals, office buildings, food service, airports and sport facilities. Call 1.800.TECTRUE or 1.847.803.5000 Option 1 for installation or other technical assistance. 2100 South Clearwater Drive Des Plaines, IL P: 847/803-5000 F: 847/803-5454 Technical: 800/TEC-TRUE Last Revision: 12/04/2017 • Date Printed: 01/15/2019 • Product specifications subject to change without notice www•chicagofaucets.com Product Features • Molded high density composite basin • Stainless steel drain body • Stainless steel dome strainer/lint basket • 36" model includes integrally molded, self -draining mop shelf Model Numbers PFMB2424S Mop Service Basin 24" X 24" PFMB2424 Mop Service Basin 24" X 24" with integral molded drain d PFBG36S 36" Stainless Steel Bumper Guard PFBG24V 24" Vinyl Bumper Guard PFBG36V 36" Vinyl Bumper Guard PFWG24S* 24" Stainless Steel Wall Guard Set PFWG36S* 36" Stainless Steel Wall Guard Set *wall guard height: 12'' Available Parts PFMBDRN PFMBSSDRN PF245 PFSSHE PF296 PFMBQD Fiat QIC3SN Fiat QIC32 Fiat QDC-3XH Fiat QDC-3SN Warranty and Codes 3" Strainer and gasket for PVC drain 3" Strainer and gasket for SS drain Mop Hanger Service Hose Service Hose Bracket Pipe reducer for Stainless Steel Drain (3" to 2") Quick Drain Connector for 3" cast iron soil pipe (integral drains) Quick Drain Connector for 2" pipe (integral drains) Gasket for extra heavy cast iron soil pipe and Schedule 40 steel pipe (SS Drains) Gasket for hubless cast iron pipe and service weight cast iron soil pipe (SS Drains) PFMB3624S Shown with PFWG36S These products come complete with installation, operating, care and maintenance instructions. All PROFLO basins carry a 1- year limited warranty. These products meet or exceed ANSI Z124.2. In an effort to continually improve our products, we will make design changes from time to time. We reserve the right to ship newly designed product to fill any order unless we agree in writing to do otherwise. PC U C OO T. in U.S.A. Distributed Exclusively by Ferguson and Wolseley Canada 0 2017 Ferguson Enterprises, Inc. 0317 421414 Suggested Installation PF1118 PF245 SERVICE FAUCET MOP BRACKET WITH VACUUM BREAKER r ,_SEALANT rar eEw CONCRETE SEALANT BLOCK CONCRETE D i `.• BLOCK '- SEALANT I L 1 10 PFSSHE HOSE SERVICE �..;:;y......:. _...._..- A I Acuxsr �xr +nnv coe�crC e�oex I L E PF1400 SERIES 36 SILICONIZED ACRYLIC 18 U MODEL NO. A B C D E PFMB2424 24" 24" 12" 12" 10" 2a PFMB2424S 24-3/16" 24-3/16" 12" 12" 10" PFMB3624S 36-3/16" 24-3/16" 18" 12" 10" PF296 HOSE BRACKET 1.12 I�nm1 24' ` (B10mmy } 0' I Rough -In Details Front View STEEL STRAINER (STIR I01OW) REMOVABLE STAINLESS r REMOVABLE STAINLESS STEEL STRAINER + STEEL COMBINATION DOME 1 STRAINER AND LINT BASKET (OK:3%H) NEOPRENE 2 ENE GASKET 7 3" PIPE BY OTHERS INTEGRAL DRAIN BODY NEOPRENE GASKET 3" PIPE BY OTHERS INTEGRAL DRAIN BODY RODGH-IN DETAILS FRONT OaW PFMB2424 0 2012 Ferguson Enterprises, Inc. All Rights Reserved 24j to SS STEEL LOCK RING NEOPRENE GASKET STAINLESS STEEL DRAIN BODY 3" PIPE BY OTHERS GASKET OR CAULK AND LEAD JOINT BY OTHERS PFMB2424S Distributed Exclusively by Ferguson and Wolseley Canada REMOVABLE STAINLESS STEEL COMBINATION DOME STRAINER AND LINT BASKET 361 TOR TAINLESS STEEL LOCK RING NEOPRENE GASKET STAINLESS STEEL DRAIN BODY 3" PIPE BY OTHERS GASKET OR CAULKAND LEAD JOINT BY OTHERS PFMB3624S SPC C O 1204405/12 Notes (D All main circuit breaker loadcenters are listed for use as service entrance equipment. Ground bar kits priced separately. See Page 111-T1-25. Combination style covers may be used in surface or flush applications. ® Can be top or bottom fed by rotating the enclosure and trim 180 degrees. © Rainproof panels are furnished with hub closure plates. For rainproof hubs, refer to Page V141-25. © Panel includes #4-300 kcmil feed -through lugs. (1) This cover is for flush applications only (not combination). Box sizes Pages V7 -T7-27 and V141-28. Volume 1—Residential and Light Commercial CA08100002E—April 2014 www.eaton.com V7 -T7-7 Loadcenters and Circuit Breakers 1 Outdoor D Type CH Loadcenters and Circuit Breakers •1 1 1 Product Selection — 125 Single-Phase—Main Circuit Breaker Loadcenters-10/25 WC Indoor C CH42B200K Single -Phase Three -Wire -120/240 Vac—Insulated/Bondable Split Neutral (Unless Otherwise Noted) Main Main Maximum Number CH8CF Wire Size Range Loadcenter Cover Breaker Ampere 3/4 -Inch (19.1 mm) Enclosure Box Cu/AI 60°C or 75°C Loadcenter (D� Catalog Number C ' Type Rating of Poles Type Size for Main Breaker Catalog Number Combination 3 Surface CH 100 14 Indoor B #6-1/0 CH14B100B © CHBBF CH813S 10 kAIC 14 Outdoor B #6-1/0 CH14BIOOR0 — — 18 Indoor C #6-1/0 CH18B100C© CH8CF CH8CS 18 Outdoor C #6-1/0 CH18B100R O — — 22 Indoor C #6-1/0 CH22B100C© CHBCF CH8CS 22 Outdoor C #6-1/0 CH22BIOOR O — — 30 Indoor D #6-1/0 CH30B100D® CH8DF CH8DS Notes (D All main circuit breaker loadcenters are listed for use as service entrance equipment. Ground bar kits priced separately. See Page 111-T1-25. Combination style covers may be used in surface or flush applications. ® Can be top or bottom fed by rotating the enclosure and trim 180 degrees. © Rainproof panels are furnished with hub closure plates. For rainproof hubs, refer to Page V141-25. © Panel includes #4-300 kcmil feed -through lugs. (1) This cover is for flush applications only (not combination). Box sizes Pages V7 -T7-27 and V141-28. Volume 1—Residential and Light Commercial CA08100002E—April 2014 www.eaton.com V7 -T7-7 30 Outdoor D #6-1/0 CH30BIOOR O — — 125 22 Indoor C #6-1/0 CH22B125C © CH8CF CH8CS 22 Outdoor C #6-1/0 CH22B125R © — — 30 Indoor D #6-1/0 CH30B125D® CH8DF CH8DS 30 Outdoor D #6-1/0 C11301312511 © — — CSR 150 8 Outdoor E #2-300 kcmil CH811315011111`0 — — 25 kAIC 24 Indoor E #2-300 kcmil CH24B150E O CHSEF CHBES 24 Outdoor E #2-300 kcmil C112411315011 © — — 32 Indoor 1 #2-300 kcmil CH32B150J CHBJF CHBJS 32 Outdoor 1 #2-300 kcmil CH32B150R O — — 200 8 Outdoor E #2-300 kcmil CH8113200111`0 — — 24 Indoor E #2-300 kcmil CH24B200E (i) CH8EF CHBES 24 Outdoor E #2-300 kcmil CH2411320011 © — — 32 Indoor 1 #2-300 kcmil CH32B200J CHBJF CHBJS 32 42 42 Outdoor Indoor Outdoor 1 K K #2-300 kcmil #2-300 kcmil #2-300 kcmil C113211320011 © CH42B200K© C11421320011 © — CHBKF — — CHBKS — 225 32 Indoor 1 #2-300 kcmil CH32B225J0 CH8DF CHBJS 32 Outdoor 1 #2-300 kcmil CH32B225R © — — 42 Indoor K #2-300 kcmil CH42B225K© CHBKF CH8KS 42 Outdoor K #2-300 kcmil CH4211322511 O — — DK 300 42 Indoor PM (2) 3/0-250 kcmil CH42PM300 CH7PMF O CH7PMS 10 kAIC 400 42 Indoor PM (2) 3/0-250 kcmil CH42PM400 CH7PMF (D CH7PMS Notes (D All main circuit breaker loadcenters are listed for use as service entrance equipment. Ground bar kits priced separately. See Page 111-T1-25. Combination style covers may be used in surface or flush applications. ® Can be top or bottom fed by rotating the enclosure and trim 180 degrees. © Rainproof panels are furnished with hub closure plates. For rainproof hubs, refer to Page V141-25. © Panel includes #4-300 kcmil feed -through lugs. (1) This cover is for flush applications only (not combination). Box sizes Pages V7 -T7-27 and V141-28. Volume 1—Residential and Light Commercial CA08100002E—April 2014 www.eaton.com V7 -T7-7 llf"3 murdock SUPER SECUR MURDOCK- SUPER SECUR RESTROOM ACCESSORIES MODEL # 1118 SERIES HAND DRYER RESTROOM ACCESSORIES ITEM DESCRIPTION QTY 1 ACTUATING PUSHBUTTON AND NOZZLE 1 2 MOUNTING HARDWARE 1 THREADED PIPE 4 3 FLEX HOSE AND CABLES 1 4 BLOWER MOTOR ASSY. 1 5 1 ELECTRICAL ACCESS COVER 1 MAX 15" MAX IN I�"`��niiiiii • O�oo :MAX ��� =I • _= I ►off }--b 40" MAX TO FINISHED FLOOR 416„ MIN 34 1 5Itt` 4 J. MAX 3" L MAX LTO FINISHED FLOOR TECHNICAL DATA: 1118-3 semi -recessed electric hand dryer is Fastaire model HD -03. Vandal -resistant epoxy -coated cast aluminum nozzle with start button is in the restroom. Pushrod assembly will install in walls up to 9-1/2" thick. Switch box is mounted on pushrod assembly in plumbing chase. Blower unit and air duct are also mounted in plumbing chase. 1118-4 is Fastaire model HD -04 and is similar to HD -03 but without pushrod assembly. Nozzle may be mounted from restroom side of wall. High velocity air flow is timed for 30 seconds and dries hands without heating coils. Hand dryer is listed by Underwriters Laboratories, Inc. Electrical characteristics are 120 Volts AC, 7 Amps, 60 Hz. Dryer must be mounted with push button at a maximum of 40" above floor to comply with requirements of ADA. Fastaire provides a 3 year warranty. All dimensions are nominal and subject to manufacturer's change without notice. Murdock -Super Secur assumes no responsibility for use of void or suspended data. © Copyright 2006, Murdock -Super Secur, a division ofAcorn Engineering Company Please visit www.murdock-supersecur.com for most current specifications. Model Numbers & Options Approval for Manufacturing/Signature MODEL NUMBER: ❑ 1118-3 Electric Hand Dryer, Semi -Recessed ❑ 1118-4 Electric Hand Dryer, Semi -Recessed Title Quantity MURDOCK-SUPER SECUR A Member of Acorn Engineering's Family of Companies 15125 Proctor Avenue • City of Industry, CA 91746 USA • Phone 800-591-9880 or 626-333-2543 • Fax 626-855-4860 1118 Rev. B 8/10/07 Inline Fans Options Featuring TD-MIXVENT/TD-SILENT f I[' Wlow ■■ - -- a fitre - m ■i� a � EN oil ■ 1 w+— -- 11■ 1111% N_ EW �y'i Sig [ '.:� �I.•1.: '`ja ' P 1•�•:-�'p :i C ;. .1 - ' Warranty Five (5) year limited warranty. Range The TD-MIXVENT series consists of nine (9) nominal sized in-line fans. All models are specifically designed for direct connection in-line with industry standard diameter round ducting. Construction The TD-MIXVENT models 100, 100x, 125,150, and 200 are manufactured in tough reinforced plastic, models 250, 315, 355, and 400 have a metal casing and are finished in a tough epoxy -polyester paint coating. The TD fan duct connection flanges are manufactured from reinforced plastic, except for models 200, 250, 315, 355, and 400 which are constructed from epoxy -polyester coated metal. Impellers The impeller blades for models 100, 100x, 125, 150 and 200 are molded in tough ABS plastic. Models 250, 315, 355, and 400 are metal. Motors Models 100, 100x and 125: • Single-phase, 120V 60Hz, shaded pole induction asynchronous motor in die cast aluminum. All motors include direct two speed connection and are also suitable for voltage speed control. • Class II electrical insulation (model 100) & Class I (models 100x and 125) • IP 44 Protection • Class B Motor Insulation • Safety auto reset Thermal Overload Protection (fuse type) • Self-lubricating sleeve bearings. • Suitable for working airstreams up to 104° F (40°C). Models 150, 200, 250, 315, 355, and 400: • Single-phase induction asynchronous motor, with permanent capacitor and external rotor constructed of die cast aluminum. Models 150, 200 and 315 include direct two speed connection and are also suitable for voltage speed control. Models 355 and 400 are single speed. • Class I electrical insulation • IP 44 Protection • Thermal Overload Protection • Class B Motor Insulation • Sealed For Life, ball bearings • Suitable for working airstreams up to 140° F (60°C). Rl Performance characteristics I Each Module Equipped if Needed Models 100 up to 315 include a direct two speed motor connection. Performance certified is for installation Type D: Ducted Inlet, Ducted Outlet. Performance ratings do not include the effects of appurtenances. LS= Low Speed S&P USA certifies that the TD IF range up to size 315 shown The TD-MIXVENT Models 100, 100x and 150 are California Title 24 '' HS = High Speed herein is licensed to bear the AMCA Seal. The ratings shown 13 116116 5 a/e 14 112 18113 13 w8 1/3 compliant and meetASHRAE 62.2 when installed with a CVC and other `` vL us 224 426 ^, are based on tests and proce- dures performed in accordance with AMCA Publication 211 and 474 340 8.5 ModelRPM TD models are compliant when installed with a 3 way switch and remotely mounted speed control. TD 250 & 315 are LIL listed for Watts comply with the requirements ® I rS1 1/3 ®®® outdoor use. 492 of the AMCA Certified Ratings � .2431 547 370 8.5 120 23 Program. 9 va 81 51 - - - - .4 104 2 4" TD -1002516 2 1116 151 232 138 96 98 82 95 120 26 52 85 57 - - - 6 1516 4 104 2 4" '315163 1556 120 20 LS 100 77 48 1 - - - - .375 104 4.4 4" TD -100x 97 100 90 80 60 7 318 10 3116 6 1516 2096 120 3 S 135 113 90 53 - 3/8 TD -125 4 4" 258 1633 120 24 LS 149 110 73 - 90 - - .35 104 4.4 5" TD -125 11 6187 5 ,3/16 4 fns 5 116 3 ,/813/8 2146 120 LIM 295 197 168 133 86 22 - - 10 80 1709 120 54 LS 218 193 163 128 105 24 - .8 140 4.4 6" TD -150 '311116 233 302 217 141 198 124 2289 120 6 293 273 250 227 206 131 35 1.15 140 4.4 6" 6 116 2322 120 139 LS 476 422 373 317 260 40 - 1.38 140 8.8 8" TD -200 248 155 168 145 140 14 17 ��ns E13114 2781 120 184 HS 538 495 458 418 367 190 10 1.625 140 8.8 8" 450336 2400 115 162 LS 541 475 418 355 295 218 170 2.03 140 19.8 10" TD -250 3200 115 241 HS 754 715 680 640 606 520 405 2.53 140 19.8 10" 2000 115 208 LS 751 670 545 420 285 190 130 1.62 140 30.9 12.4" TD -315 2500 115 335 HS 1050 990 932 850 770 600 420 2.95 140 30.9 12.4" TD -355 1400 115 464 - 1829 1740 1620 1 1530 1450 1190 - 1.1 140 43 14" TD -400 1400 115 756 - 2630 2490 LZL6.0 J 2240 2100 1750 350 1.2 140 78 16" Performance certified is for installation Type D: Ducted Inlet, Ducted Outlet. Performance ratings do not include the effects of appurtenances. LS= Low Speed S&P USA certifies that the TD IF range up to size 315 shown The TD-MIXVENT Models 100, 100x and 150 are California Title 24 '' HS = High Speed herein is licensed to bear the AMCA Seal. The ratings shown 13 116116 5 a/e 14 112 18113 13 w8 1/3 compliant and meetASHRAE 62.2 when installed with a CVC and other `` vL us 224 426 ^, are based on tests and proce- dures performed in accordance with AMCA Publication 211 and 474 340 8.5 TD models are compliant when installed with a 3 way switch and remotely mounted speed control. TD 250 & 315 are LIL listed for 101rz 19” comply with the requirements 16/9 14 an 1/3 TD -400 407 outdoor use. 492 of the AMCA Certified Ratings 77V160 399 425 547 370 8.5 TD -100 5 1516 Program. 9 va 5 n1s Sound characteristics Fan sound levels are measured in sones. At this time there are no sone level test standards available through HVI due to the fact that remote mounted fan noise levels are in proportion to the following: type of duct, length of duct, fan distance from the intake source and other miscellaneous factors. However, it is generally accepted that remote mounted venting is usually quieter than standard (in room) venting. Models 100-315 X E H — — F �4R L >I D A g Models 355 - 400 - I3 -C raK W'. r OLL r -GHG- - I - a uimensions (incnesimmi 14 s'e 9 3/8 TD -355 17 ,11,6 8 516 —16-7/9— 13 116116 5 a/e 14 112 18113 13 w8 1/3 377 238 ..16 Model 224 426 354 150 368 474 340 8.5 9 ars 19 ala 101rz 19” 15 - 16 714777-21 16/9 14 an 1/3 TD -400 407 249 492 267 487 77V160 399 425 547 370 8.5 TD -100 5 1516 9 va 5 n1s 3 31a 3 na 3 va 3 31a 1 ]/e 2 1116 151 232 138 96 98 82 95 48 52 TD -100X 7 318 11 1516 6 1516 4 112 '3,3"16 '315163 9116 3 va 2 a/e 188 303 176 115 97 100 90 80 60 7 318 10 3116 6 1516 4 112 413'16 31516 3 9116 3 1182 3/8 TD -125 188 258 176 115 123 100 90 80 60 TD -150 8 318 11 6187 5 ,3/16 4 fns 5 116 3 ,/813/8 212 295 200 127 147 112 130 80 60 TD -200 9 3/16 6 91116 5 9/16 713116 4718 51/2 3,516 '311116 233 302 217 141 198 124 140 100 94 TD -250 117116 15 ins 79'16 934 6 116 65/8 5„ns 5 112 291 386272 192 248 155 168 145 140 14 17 ��ns E13114 8,3116 125,6 7 a/a 611a 7116 7TD-315 356 450336 224 312 188 210 182 178 14 s'e 9 3/8 TD -355 17 ,11,6 8 516 —16-7/9— 13 116116 5 a/e 14 112 18113 13 w8 1/3 377 238 ..16 451 224 426 354 150 368 474 340 8.5 9 ars 19 ala 101rz 19” 15 - 16 714777-21 16/9 14 an 1/3 TD -400 407 249 492 267 487 77V160 399 425 547 370 8.5 ciw'is"mee Igay., Ik"pl OVERVIEW The CMR 9 Series Standard Range 360° occupancy sensor incorporates Passive Infrared (PIR) detection technology into an attractive line powered occupancy sensor that pprovides amazing sensitivity, to small mations (e.g. hand movements) and excellent payback. the CMR 9 is an economical solution for providing automatic lighting control where a wall switch replacement sensor is not applicable. With an unrelated line switching rel,p, the CMR 9 is perfect for applications where locating a power ppack is difficult, such as retrofitting rooms with concrete Or inaccessible ceilings. Far rooms with obstructior Athe CMR PDT9 Series sensor is recommended. FUTURES • Push- button programmable, adjustable time delays, and multiple operating modes • 100 in lamp hurn-in timer • No field calibration or sensitivity adjustments required • No minimum load requirements SPECIFICATIONS Size: 4.55" diameter and 1.55" deep Weight: 6 oz Mounting: 3.5" octagon box, ceiling tile surface, single gang box Color: White Maximum Load(per pole): 800W @ 120 VAC, 120OW @ 277 VAC, 150OW @ 347 VAC Motor Load: 1 N HP Frequency: 50160Hz Dimming Load: Sinks <20 nod; -40 Ballasts@.5 mA each ROHS compliant Warranty Five-year limited warranty. Complete warranty terms located at: Nb d IC t A /Terms and condinoni Note: Actual performance may differ as a result of end user environment and application Specifications subject to change without core, ORDERING INFORMATION eMcuityControls Sensor CMR 9 CMR PDT 9 standard Range 360° Sensor /r o DL 11"aw CMR9 Example: CMR 9ADC LY series 9atoction Technology Coverage Type Relay CMR Ceiling Mount Sensor flank] PIR PDT Dualiemnolagy lPi R/Mloophonia) 9 SmallMmion360" Iblankl Single Raley 2P Oual Relays Control Type VOR49e lamp/Nurnkdity [blank] None [lank) 120/277 VAC Iblank] Standard or 0¢upanry Controlled Dimming 347 347VAC IT Low Temp/ High humidity OP Dual Zone Phmoall P Photocell ADC' Photomll wl Dimming Nor available with single relay option AmityRandsl Onelnhonia Vk ConyersU30012 Phone: 811.11.2465 w..w ,uhf ommiseam ®20141016 Amiry annds Dghgng, Inc All rights reserved. 01 1of2 COVERAGE PATTERN STANDARD RANGE 36W LENS • Best choice for small motion(e.g.hand movements) detection Nae: krew axis is •Viewingangleof 56°in a 360° conical shaped pattern aligned with a loo, detection segment • Provides 72 ft(3.66 m) radial coverage when mounted to standard 9 ft (2.74 m) ceiling • 810 15 ft (2.44 to 4.57 m) mounting heights provide 10 to 20 h (3.05 to 6.10 m) radial coverage 3.7 12 SIDE VIEW TOP VIEW 1.8 6 oft Om 'in m In 9 2.] 8 6 3] 1.8 Om 1.8 37 12 6 Oft 6 12 3.7 12 TYPICAL WIRING SINGLE RELAY STANDARD WIRING BLACK'-Gnelnput •BLACKwirescanbereversed BLACK* -Load Output WHITE Neutral 347 VAC OPTION (367) Black wires are replaced w/ Red wires DIMMING OPTIONS (O, ADC) VIOLET Connect to Violet control wire from 0-10 VDC dimmable ballast GRAY- Connect to Gray common wire from ballast INITIAL POWER UP The sensor's relay is shipped in a latched closed position so the lights will come on upon initial power -up. If the lights do not immediately turn on (initial installation only) the latching relay opened during shipment and will dose within 30 sea. Ni IftM1esensorlosespewecthemooneol relaywill lstrhman. TYPICAL WIRING DUAL RELAY STANDARD WIRING BLACK' - Line Input 1 »BLACK .,,as can be reversed BLACK» -Load Output i BLUE" -Line Input •BLUE wires can be reversed BLUE'' - Load Output 2 VVI -Neutral 347 VAC OPTION (347) Black wires are replaced w/ Red wires x owe WM x voc .)I LOAOLI 01 sepllwn SENSORS IN PARALLEL Sensors may be wired in parallel; however, the maximum load ratings stay the same. Do not wire sensors with P or ADL option in parallel. 4- sni Eni CMA vJi CM&007A) Aevi BrandslOne Ulhoni MyConym,,G 30012 Phone: 800.5352465 ww.overymnrteKmm 02014-2O16AmILyBonds Light% Inc All nights reserved. 02102116 2of2 T]VAC x atu etx u aur rano ronn wxr CMA vJi CM&007A) Aevi BrandslOne Ulhoni MyConym,,G 30012 Phone: 800.5352465 ww.overymnrteKmm 02014-2O16AmILyBonds Light% Inc All nights reserved. 02102116 2of2 1%\ORII14171VATA1 Technical Specifications Listings UL Listing: Suitable for Wet Locations. Covered Ceiling Mount Only. IESNA LM -79 & IESNA LM -80 Testing: PAS LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM -79 and LM -80. DLC Listed: This product is on Ne Design Lights Consortium (DLC) Qualified Products List and is eligible he rebates from DLC Member Utilities. DLC Product Cade: P4V3N513 Electrical Driver: AC board. 5050 Hs, 120V:103 mA THE: 11,2% at 120V Power Factor: 994% at 12OV Dimmer Compatibility: TRIAC/ELV dimming capable. See dimmer ccurnatitiflity guide he.. Surge Protection: 2.5KV Construction Project: Prepared By: RAB' I Outdoor Driver Info LED Info Type Constant Current Wags 12 COW 120V 0.103A Color Temp 5000K (Cool) 208V N/A Color Accuracy 85 CRI 240V N/A L70 Lifespan 50,000 277V N/A Lumens 1,570 Input Wage 12.90W ERracy 121] LPW Efficiency 93% Cold Weather Starting: The minimum staining temperature is -30°C (-22°F) Ambient Temperature: Suitable for use in 45-C (113°F) Housing: Precision steel housing Mounting: Ceiling mount an recessed junction with knockout markets. Tamperproof screws. Lens: Vandalpmof, heated polycarbonate drop lens Gaskets: High-temperature silicone gaskets Finish: Our environmentally friendly polyester powder matings are formulated for high -durability and long- lastlng color Green Technology: Mercury and UV free. RoHS-compliant components. LED Characteristics Lifespan: W,oOUhour LED lifespan based on IES LM -80 mumbe and TM -21 calculations LEDs: 120V bng-Ife LED. Color Stability: RAR LEDs exceed industry standards far chromatic stability Need help? Tech help line. (888) 722-1000 Email. custserv@mblighling.com Website: www.mblightingeom Copyright®2019 RAR Lighting All Rights Reserved Note: Spenficalions are subject to change at any time without notice Page 1 of 2 VANlLED12W RA9 Outdoor Technical Specifications (continued) LED Characteristics Warranty: Buy American Act Compliance Color Uniformity: RAB warrants that our LED products will be fine FAB values USA menufactunngl Upon request Family Wattage from defects in materials and workmanship for a FHB may be able to manufacture this product b be RAB's range of CCT (Conehled Color period of five (5) years from the date of do i es, to compllam with the Buy Arni Act (BAA). Please Temperature) follows the guidelines of IM1e p ) the end user, including coverage of light output, contact customer service to request a quote for the American National Standard for Specifications for color stability, driver performance and fixture finish. Product to be made BAA compliant. the Chromaticity of Solid to Lighting (SSL) RAB's warranty is subject M all terms and Products, ANSI C78.3]y-209. conditions found at ranightingLocietwerarty Other Equivalency: Optional Sensor: Equivalent to 100W Incandescent VANI LED is compatible with occupancy sensors. Click here to see all occupancy accessions Dimensions 2IN' ssmm J 1316 TIII y 1% mm 1 V2' ldl mm Ordering Matrix Family Wattage Color Temp Finish VAN1LED 12 nl.. W 6-8W Blank=5000K(Cool)� W=While 12=12W 14=4000K(Neuba) V = 3000K (We=) Features Vandalpmof polycarbonate drop lens Ultra efficiency I.ow-profile design Need help? Tech help line'. (888) 722-1000 Email: custsew@mblighting.com Website: www.rablighting.com Comini 2019 RAB Lighting All Rights Reserved Note. Specifications are subject to change at anytime without notice Page 2 of 2 Specifications Luminaire Height: 9-318" Width: 18" Depth: y„ Weight: 17 lbs ,r H W LD I WSQ LED Numbo Number Architectural Wall Scarce I Notes 0 a,2111 lighting facts Inverted available with WLII option only. Optional Back Box (BBW) Height: 4" Width: 5-112" Depth: 1-112" W For 314" NPT D _ _ side entry conduit H Type Introduction The classic Architectural Wail Sconce is now available with the latest in LED technology. The result is a long -life, maintenance -free product with typical energy savings of 75% compared to metal halide versions- The integral battery backup option provides emergency egress lighting, without the use of a back -Fox or remote gear, so installations maintain their aesthetic integrity. The WSQ LED is ideal for replacing existing 50 — 175W metal halide wall -mounted products. The expected service life is 20+ years of nighttime use. i EXAMPLE: WSQ LED 2 10A700140K SR3 MVQLT DDBTXD WSQ LEIS W54LPD 1 OneeRgine (10 LEDs) 2 Two engir•us (2o LEDs) MmAoptiorI SR2 Typetl MVQLT' ShippedindItded Shipped irLstalled DDBXD Darkbronre IOA700/30K 3000K SR3 Tell! 120' (blank) Surfacemourn DBLXD Black I PE Ohotoelcariccell button tyDe 10A700/40K 4000KI SR4 Type IV Shipped separately BOW Surface -mounted DRAM Naturalaluminum DWHXD White 208' 240' SF Single fuse(i20,277,XV) ' OF Double fuse (209, 240,480V)- 1DA7001501K 5000K 2771 back box DMG 0-1 OV dimming driver {no controlsl DSSXD Sandstone 347 DT5 Opplt 5 degrees EL[W Emergency battery backup'' DDBTXD Textured dark bronze WLII Wet location daoftar up orientation DBL8X4 Textured black 480 PIR IMotionlambientlighisosor' DNATXD Tex lured natural DS Dualswitching' aluminum Shipped separately DWHGXD iryIuredwhile VG Vandal guard OSSTXD Teytured sandslime WG Wife guard Emergency Battery Operation The emergency battery backup (ELCW option) is integral to the luminaire • no extern at housing required! This design provides reliable emergency operation while maintaining the aesthe tics of the product. All ELCW co of guration9 include an independent secondary driver with an integral relay to immediately deter: AC power loss_ Dual light engines are wired in parallel so both engines operate in emergency mg de and provide additional component redundancy. These design features meet various interpretations of The emergency battery will power the luminaire for a minimum duration of 90 minutes (maximum duration of three %lours) From the time supplypower is lost, per,. :.•i . . and . - provided luminaires are mounted at an appropriate height and illuminate an open space with no major obstructions - The examples below show illuminance.of T Fc average and 0.1 fc minimum of the single-engine Type IV product in emergency mode. gr MH 12' MH W5T LED 1 t0A700140K SR4 -- - " NIVOLT ELCW - � 10' x 1 n' Grrdlines -R nI c1$eKc B' and 1T Mounting Height 9° NOTES 1 MVQLT driver operates on any line voltage from 120.277V (50160 Hz), Specify 120, 208, 240 or 277 options only when ordering with photocell (F E), fusing IS F. OF), or dual switching (DS). 2 May also he ordered separately as an accessory- Ex! WS 313W DDBXD U Must specgy finish - 3 Must he ordered with fixture; cannot be Field installed - 4 Not avail ab le with MVO LT option- Hutton phatocelI (PE) can be ordered with a dedicated vohage option. Single Fuse (SF) requires 120. 277 or 347 voltage option. Double fuse (D') requires 208, 240 or 480 vol Cage option, 5 Not available with 480V option. Not avai l able with motionlambient light 5ensor(P!R)- 6 Integral battery park is rated for -20' to 50°C cperati ng tempe rature. . is 3 -year period- Not available with 347V a 480V Not avaitab le wish WLU. 7 WLU not available with PIR or ELCW- 8 5pedfie5 the control (photocell included): see' for details. Includes ambient fight sensor. N of available with "P E" option (button type photocell)- Dimming driver standard. Not available with WLU, VG or WG_ 91Provides 50150 Ivminaire operation via two independent drivers and light engines on two separate circuits. Not available with one engine, MVQLT, ELCW, WLU, 5F or DF Must specify voltage; voltage must be the same for both drivers. When ordered with photocell (PE) or motion sensor (I'll?), Only the primary power source leads will be controlled. fLITHL71011A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918-1209 • WSQ-LED LIGHTING 02011-2016Acuity Brands Lighting, Inc. All rights reserved- Rev -04127116 Performance Data Lumen Output Losomearues are than pholnmeee tan anfiremea In accardmae MU, ENA III DMa is mmldarea m Ee IrewMalne .111, nfguralimsrlet— .,h10 the lokvan ras allowed A Lig I lon. + mz 1 a f H 1159 rl W uolW+l Ip.DON—A Mw SF3 'sN Eom1 g 1 A5 xUS.s` 1 0 90 5A1 1959 1 8 1 BE $BN 8 1 1 Ali Z SRE 3 N 1 8 1 a4 9.M5 _ A 91 I201FW IO.OdUJ. 4NY $N 4@A 1 I N A 0 93 SAn 3,ss1 i See ofamorle 11.11., 311". ryatem .. Lumen Ambient Temperature(LAT) Multipliers Uselh... facmrsbdetemine relative lumen enroll for Iealgesmblem nmpera A, from 0sUrc Se I mq. rix W 1 .9E°F 8.99 WY 1W°F 09E Projected LED Lumen Maintenance Wa refemre'ssh nLapalarea peaomance proamone far I WSG DID z 10. Pshont in an, anlv'¢n1. Los aan.0.000 MwaarlmluEry teriaaperlESNALM- aOW.nh"OldperIEENAT9x11-I I1. m Wenplemor, foauebar rvumFamr rthe- lmcemyameaerwar. It. ,anasbihea..nea numb¢. mrgtthaory D al's- It- I— I A —a.o 091 OA9 as Electrical Load ®® sae AOA aw zn ala ria a1w oz4 eta e.a of - 9W �E ]Ol 4T9A 021 fat TUa 17 - W` 1 Higher wattage a due b¢leanest lessee fin In step Eown transform., Tose¢ mmplere phpmmeeiuepom or downlmad.es fileshr M"s prmdust edt GEhmnia Lighengs ,L, _. Isolaolrandle on, lar the WES LED 1EAWQK StarSS3, and SBA D'murnes m In uni6 of mourn, Mlgnt1LS, . olamboenn wmisv tampauon to vsw marl mode LEGEND 4 a a r n r, 1 r . a a r¢ r a e. S of ■ 65@ e 10 fa e Ill FEATURES & SPECIFICATIONS INTENDED USE Thedacnc aLh,h rtal snap¢ of the WELD LED was designed kt applkaLom lWh ae hor,oroh, ,cLools. me a, mars"Ols..nd caro menial Inde, The lane Bk.£O��eI driver makelnia amrnarre near, mamarsom n -Era.. CONSTRUI The single rt: dl -1 al—II,am h.,.r�g�Iles ze... d.ry Met alnes in aporias th—oll an Ser from Met nal light Mgine heaserk5ano pmmta long Gfe. The ddee led In ditecl "trat"o, Me —19 for a low opemdng empeaNre antl If 91¢ The dleaat doof Fame 6 folly 9eiketed vnln a o h.p..-aoI,d estategasket en keep vel molamre ar,d a,, rovitling an 1P65 hong fp Me lamineire. FINISH Shoals' pdaos re sed b[a c-irf—d Soper Durable TUIC ther et pow". atflrnah suptrryt antl weatrl"19 AOrr mlletl mult!¢lage pto m3 mikMiMex for a Fran Inst welavndaev medlm drangauwltnou aaking o eellmg S...dI Eaper Opmble color Indode dark U G Wad, naatal awmmam,ar0al and venire. Avall.tle a tanmaa and non l.xmrad Slashes. OETICS Lan, moldedachoI....Sme m9ea hrfrr d eupvlor diAdbadon o"Ll"lry, and moon, ra1111 ten [applications. Light 119,11, are 4"K 170 CRI) . The WSO LED has surnphIghtand WeWlee a Niehame F... dlyrapmd— mnge,s conmtentwM M. LEEDS and limen ElDbec'n ctltetu kr eliminating rvarteful uptight. 01A L177 -,I L/GNT/NG ELEMICAL rea,snglnekfm goal 1. Imsern. LED, m tetlm etalm ten It... flaattala rene�s dnksmm dreor has aleateaana .,-SYS THE'SStRe Ea,Ay 10 --thc. a"a Cla„zom o.e. meanna,apoweftortag B THE SWEtrol Euay - servveable,urgepm[ealon device meetsammlmum Category Bper PN$VIEEE G201 D. INSTAW UEN asares venae wth lng ogam nemoasport elmea11—Me.Mere m Fmge tlownfoteay m USTNGS CSA caned to US. and Cana dean standard,. Lahr Ong....... lI rated, luminarms IP65 aNd laria.uago. for wetbcanom wM1en mounted witL the .arae down. W W option offers wetocaLonL Lng In "up'o lents ion. Baled or 3D'C mrmmum ambien. DeslgnLigFls Gmprcmm®IGLC)qualeletl produa, Notal. versions Df th.epmdr, may ba DLCgadlaee Fleau rMd<ne Dkc ananMaProdaae La at m confer we nn vers..., a,a g-Ilod. WARRANTY &ye Imeed —rant, C"PaIte we"lay terms Ionated aL Nota: Aloof perform—may dlRer as a result of and marenvlmnmen[end app Gabon All vaIloaaoe design or typical valnes,m axed under labour no, mndrom at 25°C spednrannn, errbiearodtang. mttn0nt nature. one Ldth.-way • Conye,a. Georgia w012 .Phone: em.n'aelwt . F„. no:,+R+zm lo 20111016 As i, Brands Ggminy, Inc. All rights mssrvM. WSa-LED as, W2711 LEGEND ■eS. LEO. .Sl sellHIO. ■,fe Osie ELEMICAL rea,snglnekfm goal 1. Imsern. LED, m tetlm etalm ten It... flaattala rene�s dnksmm dreor has aleateaana .,-SYS THE'SStRe Ea,Ay 10 --thc. a"a Cla„zom o.e. meanna,apoweftortag B THE SWEtrol Euay - servveable,urgepm[ealon device meetsammlmum Category Bper PN$VIEEE G201 D. INSTAW UEN asares venae wth lng ogam nemoasport elmea11—Me.Mere m Fmge tlownfoteay m USTNGS CSA caned to US. and Cana dean standard,. Lahr Ong....... lI rated, luminarms IP65 aNd laria.uago. for wetbcanom wM1en mounted witL the .arae down. W W option offers wetocaLonL Lng In "up'o lents ion. Baled or 3D'C mrmmum ambien. DeslgnLigFls Gmprcmm®IGLC)qualeletl produa, Notal. versions Df th.epmdr, may ba DLCgadlaee Fleau rMd<ne Dkc ananMaProdaae La at m confer we nn vers..., a,a g-Ilod. WARRANTY &ye Imeed —rant, C"PaIte we"lay terms Ionated aL Nota: Aloof perform—may dlRer as a result of and marenvlmnmen[end app Gabon All vaIloaaoe design or typical valnes,m axed under labour no, mndrom at 25°C spednrannn, errbiearodtang. mttn0nt nature. one Ldth.-way • Conye,a. Georgia w012 .Phone: em.n'aelwt . F„. no:,+R+zm lo 20111016 As i, Brands Ggminy, Inc. All rights mssrvM. WSa-LED as, W2711 A L/THO/VIA L/GHT/NG° FEATURES & SPECIFICATIONS INTENDED USE — Ideal where high brightness and good illumination levels are required such as retail, light industrial and warehouses. Attributes: Available in one lamp or two lamp configuration. CONSTRUCTION — Heavy-duty channel, die -formed from code -gauge steel. Sturdy channel cover secured by captive quarter -turn latch for easy access to wireway. Combination endplate/channel connector furnished with each fixture. Finish: Five -stage iron phosphate pretreatment ensures superior paint adhesion and rust resistance. Painted parts finished with high -gloss, baked white enamel. ELECTRICAL — Thermally protected, resetting, Class P, UL Listed and CSA Certified ballast is standard. Sound rating depends on lamp/ballast combination. AWM, TFN,THHN wire throughout, rated for required temperatures. INSTALLATION — For unit or row installations, surface or suspended mounting. LISTINGS— UL listed to US and Canadian safety standards. Optional: Mexico NOM. Damp location listed. Listed for 25 degree C ambient temperature. WARRANTY -1 -year limited warranty. Complete warranty terms located at www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx . Note: Specifications subject to change without notice. Actual performance may differ as a result of end-user environment and application. Catalog Number Notes Type I� I General -Purpose Strip C 02', � or 3; 4; 6'anlength 1 or2lamps Specifications Length: 24"(61.0) 36" (91.4) 48"(121.9) 72"(182.9) 96" (243.8) Width: 4-3/8"(11.1) Fixture Depth: 2-1/16" (5.2) All dimensions are inches (centimeters) unless otherwise specified. r Lead times will vary depending on options selected. Consult with your sales representative. Example: C 2 32 MVOLT GE1310IS C Series Numberoflamps 1 Lamp type T8 Emergency battery pack (nominal 3001umens)6 T12 Slimline HO GLR Voltage 01115-1 MVOLT' C General-purpose strip For tandem double length unit, 2 17 17W T8 (24") 36 30W slimline (36") 24HO 35W T12 800mA (24")' 120 add prefix T. Example: TC lamp not included 25 25WT8(36") 48 38W slimline (48") 36HO 45WT12800mA(36")' 277 T8 high-performance ballast,1.20bf (high), instant start NOM 32 32WT8(48") 72 55W sl iml ine (72") 48HO 60W 800mA (48") 347 48T8 38WT8(48") 96 75W sl iml ine (96") 48T8HO 44W T8 (48") Others available 96T8 59W T8 slimline (96") 72HO 85W 800mA (72") 72T8HO 65W T8 (72") 96HO 11OW 800mA (96") 96T8HO 86W 380mA (96") Options GEB Electronic ballasts, <20%THD^ EL Emergency battery pack (nominal 3001umens)6 GEBIOIS Electronic ballasts, <10%THD,instant start2 GLR Internal fast -blow fuse (add Xfor externa l)6 GEBIORS Electronic ballast, <10%THD, rapid start' GMF Internal slow -blow fuse (add Xfor externa l)6 GEBIOPS Electronic ballast, <10%THD, programmed start PLR_ Plug-in wiring; specify 1, 2, or 3 branch circuits and hotwires (A= Black, B =Red, C= Blue, AB or AC)6 BILP High -efficiency ballast, .78bf (low), instant start TILW Tandem in-line wiring BINP T8 high-performance ballast, .88bf (normal), instant start CSA CSA Certified (only required for 347V) BIHP T8 high-performance ballast,1.20bf (high), instant start NOM NOM Certified 1/4 One four -lamp ballasts AL Aluminum housing; white enamal finish Accessories: Orderasseparate catalog number. SH Swivel stem hanger (specify length in 2" increments) HRC1® HookerT-barhanger (1-1/2"from ceiling) 1 B Ceiling spacer (adjusts from 1-1/2"to 2-1/2"from ceiling) WGCSMR48 Wireguard, 4'white for symmetric reflector' CONLGC 12"screw-on channel connector WGCASR48 Wireguard, 4'white forasymmetric reflector' WGCUN NST Wireguard, 4'white I CSMR48 Symmetric reflector, 4'white,7"aperture' HC36 Chain hangers (1 pair, 36" long) CASR 48 Asymmetric reflector, 4'white, 5-3/4"wide' HRC® HookerT-bar hanger (flush to ceiling) INDUSTRIAL Notes 1 Only avaialble with AL option. 2 MVOLT standard for 120-277V applications, 50-60 mhz operation. Some options require voltage specified. 3 347V, simline lamps only. 4 Slimline and HO lamps only. 5 Not available in slimline. 6 Specify voltage. 7 Order two for8'fixtures. C General -Purpose Strip MOUNTING DATA For unit or row installation, surface or suspended mounting. Unit installation - Minimum of two hangers required. Row installation -Two hangers per channel required one per fixture plus one per row of CONLGC installed. Hooker® (HRC) and (HC) Hangers - minimum two per channel (unit and row). See ACCESSORIES below for hanging devices. HRC SQ 2-1/16 O (5.2) E 2-15/16 (7.5) 4-3/8 01.1) D =11/16 (17) Dia.K.O. E = 7/8 (22) Dia.K.O. F =1-1/4 (32) Dia.K.O. H = 2 (51) Dia.K.O. PHOTOMETRICS See www.lithonia.com for photometry reports. HC36 T 2(5 OE 2-15/16 17.51 Y(2-1/2 6.4) 4-3/8 (11.1) 6 05.2) DIMENSIONS All dimensions in inches (centimeters) unless otherwise specified. Subject to change without notice. 48", 72", and 96' have only two 7/8" K.O.s 6"from each end. 24" and 36' have only two 7/8" K.O.s 3-1/4 from each end. 24 (61.0) o �3_ 1/4 6 4-1/4 (8.3) 05.2) (10.8) 36 6 (91.4) 3-1/4 (15.2) 18.31 (11.1$ D°--- E------ H+ ---D ID ----F of 4-1/4 6 6 (10.8) (15.2) (15.2) 48 (121.9) 6 10 05.2) (125.4) 18.31 (11.1) -�o- EbF - - dp E - p - -FOoo-D 4-1/4 6 (10.81 (15.2) 48 (121.9) 6 3-1/4 115.2) 18.31 4-3/8 _D_._aE_ F E H D 01.1) EQ D - - - - -� - - - - - p -F Eod 4-1/4 48 k 6 (10.8) (121.9) (15.2) 96 (243.8) 3-1/4 (111) - �o-oEoE - - - - �D - I- 4-1/4 (10.8) IA L/THOVIA L/GIII T/NG° An 117,MtuityBrands Company 48 6 (15.2) INDUSTRIAL: One Lithonia Way Conyers, GA 30012 Phone: 800-315-4963 Fax: 770-981-8191 www.lithonia.com ©1996-2014 Acuity Brands Lighting, Inc. All rights reserved. Rev. 04/16/14 SubstiTUBE® Value LED T8 Compatible LED T8 for use with instant start and select programmed rapid start (parallel wiring) electronic T8 ballasts SYLVANIA SubstiTUBE Value LED T8 lamps are an energy saving alternative, designed to replace traditional fluorescent T8 lamps. These LED T8 lamps contain no mercury, provide instant light and a uniform light distribution with an optimized glass optic design. Key Features & Benefits — Available in 4ft — CCT: 3000K, 3500K, 4100K, 5000K — Beam angle: 220° — Compatible with instant start and select programmed rapid start (parallel -wiring) electronic T8 ballasts with input voltage of 120-277V and 347V — THD <20%, power factor >0.90 — G13 medium bi-pin base — Long life: 36,000 hour life (L,o) Product Offering — 3 year limited lamp warranty (24/7 operation) — Reduces energy consumption up to 34% — No warm-up time, instant -on with full light output and stable lamp to lamp color — Optimized glass optical design — No UV emission — Suitable for dry and damp locations (cannot come in direct contact with water) — Maximize energy savings with occupancy sensors Engineered to operate on existing instant start and select programmed color rapid start electronic T8 ballasts, these lamps minimize labor costs. Length Temperature CRI Because the SubstiTUBE Value LED T8 is not affected by switching cycles, 48in. 3000K, 3500K, 4100K, 5000K 82 the use of occupancy or vacancy sensors can be installed with the existing instant start ballasts for optimal energy savings. Application Information Applications Specifications and Certifications — Cove lighting — Display case — General illumination ° U` e�ffioHS ,compliant 0 — Parking garage — Tunnels SYLVAN/A 0 LED481132 6-16 Specifications Energy Data Ambient Operating Temperature: -4°F to 122°F (-20°C to 50°C) EMI/RFI: FCC Title 47 CFR, Part 18, Non -Consumer Ordering Information Project Specification Data Type Comments Prepared by Lighting Data Lumen Output: See specification table (output is dependent on operating ballast) Lumens per Watt: Up to 112 Correlated Color Temperature (CCT): 3000K, 3500K, 4100K, 5000K Color Rendering Index (CRI): 82 R9: Up to 21 Item Ordering Lamp Lamp Color Beam Package Number Abbreviation Length Power (VII)' Lumens (Im)' Temp. CRI Angle (°) Quantity 75115 LED17T8/L48/FG/830/SUB/G6 4ft 17 2100 3000K 82 220 10 75116 LED17T8/L48/FG/835/SUB/G6 4ft 17 2100 3500K 82 220 10 75117 LED1 7T8/L48/FG/841 /SU B/G 6 4ft 17 2200 4100K 82 220 10 75118 LED17T8/L48/FG/850/SU3/G6 4ft 17 2200 5000K 82 220 10 'Lamp Power and Lamp Lumens rated on QHE1x32T8/UNV ISN Please contact OSRAM SYLVANIA for additional information. Specifications & Lighting Data Lamp* Ballast Current (Amps) System Power (W) System Lumens (Im) System Efficacy (Im/W) No. of Lamps LED17T8/L48 QHE1X32T8/UNV ISL 0.14/0.06 16.5 1,850 112 1 QHE2X32T8/UNV ISL 0.28/0.12 33.0 3,700 112 2 QHE3X32T8/UNV ISL 0.44/0.19 52.5 5,850 111 3 QHE4X32T8/UNV ISL QHE1X32T8/UNV ISN 0.59/0.26 0.17/0.08 70.0 20.0 7,800 2,200 111 110 4 1 QHE2X32T8/UNV ISN 0.34/0.15 40.0 4,300 108 2 QHE3X32T8/UNV ISN 0.51 /0.23 60.0 6,450 108 3 QHE4X32T8/UNV ISN QHE1X32T8/UNV ISH 0.67/0.29 0.23/0.11 80.0 27.5 8,600 2,850 108 104 4 1 QHE2X32T8/UNV ISH 0.46/0.20 55.0 5,700 104 2 QHE3X32T8/UNV ISH 0.69/0.30 82.5 8.550 104 3 Ordering Guide LED 17 T8 / L 48 / FG / 8 41 / SUB / G6 LED Wattage Lamp Length 48 Inches Frosted CRI 82 Color SubstiTUBEO Value Generation (OHE ISN ballast) Type Glass Temperature (Compatible LED T8 for 41 = 4100K use with instant start and 30 =3000K select programmed rapid 35 =3500K start - parallel wiring -T8 50= 5000K electronic ballasts) Assembly Diagram IL4 L3 L2 L1 L1 L2 L3 L4 Product End of Base Pin to End Base Face to End Base Face to Bulb Outside Description of Opposite Pin End of Opposite Base Pin Base Face Diameter LED17T8/L48 (4ft) 47.725" ± 0.055" (1212.2mm ± 1.4mm) 47.45" ± 0.05"(1205.25mm ± 1.25mm) max 47.22" (1199.4mm) 1.02" ± 0.08" (25.9mm ± 2.Omm) Application Information Application Notes 1. Due to numerous ballast designs and topologies, this lamp should be tested on existing ballasts before mass quantities are installed. 2. Not intended for use with older dedicated voltage (1 20V or 277V) ballasts. These ballasts have electronic components that degrade over time and may become unsuitable for the new LED T8 lamp. 3. All installation, inspection, and maintenance of lighting fixtures should be done with the power to the fixture turned off. Lamps should be installed and operated in compliance with the National Electrical Code (NEC), Underwriters Laboratories Inc. (UL) requirements, and all applicable codes and regulations. 4. Insert and align tubes properly in lamp holders. Partial insertion results in a poor or intermittent electrical contact that can result in short lamp life and arcing. Arcing at the lamp holder can result in localized overheating. 5. For instant start ballasts, use lamp holders with an internal shunt or ensure that lamp holders are wired in a shunt configuration. 6. For Programmed Rapid Start ballasts (parallel wired), use rapid -start lamp holders (non -shunted lamp holders). 7. De -lamp is not allowed for ISH ballasts. For approved ISN and ISL ballasts, de -lamp is allowed for only 1 lamp so long as the ballast factor remains below 1.20 (for example, 4 lamp ballast can de -lamp to 3 lamps). 8. Operating temperature range between -4°F and 122°F (-20°C and 50°C). 9. Suitable for use in dry and damp environments. 10. Maximum mounting distance between tube and ballast is 20 feet. 11. NSF certified Food Zone (Non -Contact), Splash Zone and Non -Food Zone. 12. Please read all installation instructions before attempting installation. 13. For detailed warranty information, please see www.sylvania.com Warranty SubstiTUBE® Value LED T8 lamps are covered by a 3 year limited warranty (24/7 operation). For additional details, please visit www.sylvania.com/warranty. LEDVANCE LLC 200 Ballarcivale Street Wilmington, MA 01887 USA Phone 1-800-LIGHTBULB (1-800-544-4828) www.sylvania.com SYLVANIA and LEDVANCE are registered trademarks. All other trademarks are those of their respective owners. Product Licensee of Trademark SYLVANIA in General Lighting. Specifications subject to change without notice. ©/sylvania U/sylvania 0 2016 LEDVANCE SYLVAN/A 0 f,7 legrand' Pass & Seymour CS 1 5A 11 CS 15AC3, CS20AC 1, CS20AC3 Commercial ruggedness in traditional side wire switches. ike our other commercial switches, these reliable performers feature high-strength polycarbonate toggles, single -piece brass alloy contact arms, nylon covers and heavy -gauge steel straps to withstand hard use and ensure a long service life. Fast make and positive break action minimizes arcing. One-piece plated steel strap for corrosion -resistance. Heavy-duty bumpers for quiet, smooth operation. Oversized silver -alloy contacts for long life and better heat dissipation. Heavy-duty, brass alloy, one-piece contact arm virtually eliminates contact bounce. Shallow design for easier installation ■ Retail 0 Office * Glass -reinforced nylon back body for durability and strength. f Cam control and spring actuator for positive "makes and breaks" with a minimum of arcing. Locking support provides resistance to face and back body separation. 4 �. Side wire with #14 — #10 AWG copper or copper -clad - wire. x CS20AC1-LA -Id Uses/Vertical Markets 0 Hospitality/Lodging 0 Multiple Dwelling 0, legrand' Pass & Seymour 1595, 2095, 1595-S, 2095-S, 1595 -NTL, 2095 -NTL, 1595 -TR, 2095 -TR, 15954, 2095-L Durability and protection that exceeds the 2006 UL standard. atented SafeLock" protection denies power if the GFCI is miswired or if the GFCI is damaged and protection is lost. This prevents the unsafe condition of power without protection. P&S has the broadest range of ground -fault protection, with the first LED Nightlight/GFCI Combination, and the first Tamper -Resistant GFCI, in addition to Auto -Ground and Illuminated versions. For Hospital Grade GFCIs, refer to 51`1 102R4. SafeLockTm Protection denies power if the GFCI is miswired or if the GFCI is damaged and protection is lost. This prevents the unsafe condition of power without protection. Back wire clamp allows for fast installation of ground wires Nickel post-platedI W - _1 911V / mounting strap for superior fir/ corrosion resistance. Trip indicator light (red lamp) makes it easy to I _ identify tripped condition. Side or internal screw - pressure -plate back wire termination with #14 — #10 AWG stranded or solid, copper or copper -clad conductors. Captive screws make for easier installation. Meets 2006 UL requirements. 2095-L Two back wire holes per termination add wiring flexibility, eliminate pigtailing and save box space. i� Prevents line -load reversal miswire: No power to the face or downstream receptacles if wired incorrectly. High -impact -resistant, thermoplastic construction for superior strength and durability. 1/4" thinner than competitors' GFCls; leaves more room for wires in the box. to most durable GFCI available. ceeds UL943 voltage surge requirements; rvives 100x the required UL 3kA/6kV •,�Itage surge test cycles. ■ Industrial ■ Health Care ■ Education ■ Institutional ■ Retail 0 Office 0 Hospitality/Lodging 0 Multiple Dwelling Interior and Exterior Paint I 111.08 H&C@ PROTECTION CONCRETE SOLID COLOR WATER BASED FORMERLY SHIELD PLUS ULTRA CONCRETE STAIN PRODUCT DESCRIPTION CHARACTERISTICS H&C° Concrete Stain Water Ba vides superior protection and b We currently use the combination of custom both exterior and interior concr matched interior stain and caulk to eliminate the tified with silicone it is ideal high buildup of paint on the caulk joints, thus decks, patios, walkways, bIc leading to warranty repairs caused by stucco walls, basements and expansion and contraction. We are pleased rooms. It may be applied to b now to be able to provide a 3 year warranty on crete or previously painted s paint, grout, and caulk. H&C° Concrete Stain Water E NP1 Tan custom interior stain color has also highly resistant to pool chernic helped to eliminate flies being attracted to the best results on garage floors u Shield -Crete Garage Floor Epc off white color and hides dirt even better, reducing the frequency of interior wall washing and scrubbing. Features: I • Protects and beautifies interior and exterior surfaces • Use on concrete, masonry, and asphalt • Will not peel, flake, or fade • Resists oil, gasoline, water, and UV rays • Makes the surface easier to clean • Soap & water clean up • Ideal for high pH surfaces Recommended Uses: • Pool Decks • Stadium Supports • Bridges and Bridge Structures • Parking Garages • Athletic Courts • Asphalt Driveways • Block & Stucco Walls • Patios and Walkways • Basement Floors • CMU, Split Face, and Fluted Block • Precast, Poured -in-place, and Tilt -up Concrete. For a complete color/seal system on porous substrates, apply 2 coats of H&C° Concrete Stain Water Based and a flood coat of H&C Super V TM Water Repellant. Light traffic and recoat: 2 hours Heavytraffic: 72-96 hours Full Cure should be reached in 7-14 days `NOTE: High humidity and /or low temperatures will affect drying time. Flash Point: N/A Vehicle Type: 100% Acrylic White 20.00121- VOC (less exempt solvents): 224 g/L; 1.87 Ib/gal* Pigmented Sheen: Low Luster < 35 Volume Solids: 30 ± 2%* WeightSolids: 43 ± 2%" Weight per Gallon: 10.0 Ib' 'Mayvarybycolor Clear 20.00120- VOC (less exempt solvents): 246g/I; 2.05lb/gal Clear Sheen: Low Luster < 35 Volume Solids 19% Weight Solids 22% Static Coefficient of Friction Water Vapor Transmition ASTM D1653 5.21 ± 0.12 grains/(hr ftz) Perm Rating ASTM D1653 11.2 ±.3 grains/(hrft2 in Hg) SURFACE PREPARATION ARNING! Removal of old paint bysand- j, scraping or other means may gener- dust orfumes that contain lead. Expo - re to lead dust or fumes may cause Sin damage or other adverse health ects, especially in children or pregnant )men. Controlling exposure to lead or ier hazardous substances requires use of proper protective equipment, ch as a properly fitted respirator IOSH approved) and proper contain- -nt and cleanup. For more information, II the National Lead Information Cen- at 1 -800 -424 -LEAD (in US) or contact ur local health authority. Bare Concrete: Newly poured concrete must be at least 28 days old. All concrete must be porous, clean, dry and free of grease, oil & any other contaminates. To spotclean, use H&C° Cleaner Degreaser following label directions. If mold, mil- dew or fungus is present, kill and remove with a solution of one -cup household bleach to one gallon of water. All horizon- tal concrete surfaces MUST be etched with H&C® Etching Solution or muriatic acid, following label directions. After proper etching the surface should have the feel of 120 -grit sandpaper, if not then a second etching is required. Vertical concrete surfaces should absorb water. Test various sections by spraying water directly onto the surface to be stained. If the water does not absorb rapidly, then the surface should be acid etched using the H&C° Etching Solution following la- bel instructions or mechanically abraded. Do not apply the stain until all surfaces are porous. Allow all surfaces to dry 24 hours before staining. Prepared concrete must have a pH level between 6 and 10. 05/2013 continued on back I XU fJFUL CONC. PROTECTION SURFACE PREPARATION Garage Floors: For best results use H&C° Shield -Crete Garage Floor Epoxy Driveways: Proper surface preparation is crucial when using this product on garage floors and driveways. For best results us H&C° Concrete Sealer Sol- vent Based. Asphalt: Asphalt surfaces must be free of grease, oil, dirt, wax, etc. Scrub with a solvent free cleaner following label di- rections. DO NOT ETCH ASPHALT. Not recommended if asphalt has been freshly sealed. Previously Painted: All old, peeling, flak- ing paint must be removed. Areas with firm adhesion must be clean and free of dirt, oil, grease, etc. Clean with H&C® Cleaner Degreaser, following label di- rections. Rinse thoroughly and allow to dry. Remaining paint should be rough sanded in a circular motion to ensure adhesion of H&C' Concrete Stain. Rinse away sanding dust. DO NOT ETCH PRE- VIOUSLY PAINTED SURFACES. Repair: For the best waterproofing pro- tection on vertical and horizontal concrete and masonry surfaces, patch and repair cracks with H&C® Quick Patch and Re- pair. Patching compounds will generally be visible through clear coatings. 05/2013 H&C@ CONCRETE STAIN SOLID COLOR WATER BASED FORMERLY SHIELD PLUS ULTRA CONCRETE STAIN APPLICATION When to Apply: H&C° Concrete Stain Water Based should be applied on to a dry surface where moisture content should not exceed 3lbs/1000 sq. ft. of surface (ASTM F710). Air, surface and material temperature must be be- tween 50° and 90°F and at least 5°F above the dew point during and for 24 hours after application. Do not apply H&C° Concrete Stain Water Based if rain is expected in 12 hours following the application. Stir stain thoroughly before and during application. A mini- mum two coats is required. Apply with brush, roller or spray. When using more than one container, intermix all containers together to ensure color uniformity. Prior to applying your first coat, dry -sweep the concrete with a stiff broom or shop vacuum to remove all surface latent. First Coat: Apply first coat evenly, work- ing in one direction. Allow to dry at least 2 hours before applying second coat. Second Coat: Apply second coat cross- wise to the first coat. Two coats of H&C® Concrete Stain Water Based are usu- ally sufficient. However, extremely po- rous surfaces may require a third coat for a uniform appearance. If more than two coats are applied on a horizontal surface, consider using H&C® SharkGrip Slip -Resistant Additive. Al- low 2 hours dry time between coats. Allow 72 to 96 hours drying conditions before using the surface for heavy traf- fic. APPLICATION Brush—Use a nylon/polyester brush Roller—Use a 3/8" woven nap cover Spray—Airless Pressure .............................. 1500 psi Tip .................................. .013" - .017" Spray—Conventional Air Pressure ...................... 30 - 50 psi Fluid pressure .................. 15 - 20 psi Cap/Tip ............. 704/FX or equivalent HVLP Cap/Needle .... Titan #3 or equivalent Backrolling recommended after spraying Slip Resistance: Some surfaces may require a slip -resistant additive for safety. Add H&C°SharkGrip Slip ResistantAd- ditive to the final coat, following label directions. H&C° SharkGrip Slip Resis- tant Additive should not be used in place of a non-skid finish. CLEANUP INFORMATION Clean spills and spatters immediately with soap and warm water. TECHNICAL SERVICES The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of H&C conrete coatings and The Sherwin-Williams Company. Such infor- mation and recommendations set forth herein are subject to change and per- tain to the product offered at the time of publication. Consult your H&C or Sherwin-Williams representative to ob- tain the most recent Product Data sheet. I jp�XjjlfiFULONCR: _, PROTECTION le 0 H&C\W CONCRETE STAIN SOLID COLOR WATER BASED FORMERLY SHIELD PLUS ULTRA CONCRETE STAIN ORDERING INFORMATION PERFORMANCE DATA PERFORMANCE DATA Clear Part Number/SMIS Accelerated Weathering Scrub Resistance Testing Gallon 20.001204/163-2702 ASTM G154 3000 hrs, no effect 1200 cycles, no failure Five 20.001205/163-2710 Color Change: Delta E = 0.35 Adhesion Testing ASTM 3359 Extra White Part Number/SMIS Color & Gloss Retention Gallon 20.001214/163-1753 ASTM G90 Color: Less than .30 Change Method A X -Cut Tape Test Five 20.001215/163-1746 Sheen: .5 difference @ 60° Results: No film loss Classification 5A Deep Base Part Number/SMIS Chloride Ion Penetration Gallon 20.002214/163-1738 AASHTO T 259/T 260 Method B Cross -Cut Tape Test Five 20.002215/163-1720 Reduction of 54 % @ 0.0625"-0.5" penetra- Results: Less than 5% removed tion, 83 % @ 0.5"-1.0"penetration, and 36 % Classification: 413 Ultra Deep Part Number/SMIS @1.0"-1.5"penetration Gallon 20.003214/163-1712 Resistance to Wind Driven Rain Abrasion Resistance ASTM D968 Five 20.003215/163-1704 Rilem Tube Method #11.4 Results: >2000 Liters of Sand Zero water Penetration over 60 minutes expo - Bombay Part Number/SMIS sure CAUTIONS Gallon 20.001254/163-1787 Five 20.001255/163-1795 Resistance to Salt Spray ASTM 13117 Do not use on wood surfaces. Sandstone Part Number/SMIS No film defect after 500hrs exposure Non-photochemically reactive. Gallon 20.001324/163-1852 Resistant to Sulfide Staining Label Caution Five 20.001325/163-1845 ASTM D1712 CAUTION contains CRYSTALLINE SILICA. Use No change after 15mins only with adequate ventilation. To avoid overexpo- Tile Red Part Number/SMIS sure, open windows and doors or use other means to Gallon 20.001364/163-1902 Chemical Resistance ensure fresh air entry during application and drying. If you experience eye watering, headaches, or dizzi- Five 20.001365/163-1910 10% Sodium Hydroxide ness, increasefresh air, orwear respiratory protection No softening or color change (NIOSH approved) or leave the area. Adequate Terra Cotta Part Number/SMIS ventilation required when sanding or abrading the dried 10% Ammonium Hydroxide film. If adequate ventilation cannot be provided wear Gallon 20.001354/163-1886 No softening or color change anapproved particulate respirator (NIOSH approved). Five 20.001255/163-1894 Follow respirator manufacturer's directions for respi- rator use. Avoid contact with eyes and skin. Wash Pearl Gray Part Number/SMIS No softening or color change hands after using. Keep container closed when not in use. Do not transfer contents to other containers Gallon 20.001314/163-1837 for storage. FIRST AID: In case of eye contact, flush Five 20.001314/163-1829 Reflectance of White (20.00121-) thoroughly with large amounts of water. Get medical 86% +/-3% attention if irritation persists. If swallowed, call Poison Control Center, hospital emergency room, or physi- Gull Gray Part Number/SMIS Impact Resistance cian immediately. DELAYED EFFECTS FROM LONG Gallon 20.001284/163-1803 Fed Std 141A Method 2051 ASTM D 2794 TERM OVEREXPOSURE. Abrading orsanding of the Five 20.001285/163-181 1 6 inch -pounds direct impact dry film may release crystalline silica which has been Results: No film chipping shown to cause lung damage and cancer under long term exposure. WARNING: This product contains Silver Gray Part Number/SMIS chemicals known to the State of California to cause Gallon 20.001344/163-1878 Flexibility ASTM D522 Method B cancer and birth defects or other reproductive harm. Five 20.001345/163-1860 1 -inch diameter mandrel DO NOT TAKE INTERNALLY. KEEP OUT OF THE Results: No cracking, breaking, etc REACH OF CHILDREN. LCE 12/02/2002 20.001214 01 00 05/2013 Technical Service 1 -800 -TO Stain (867-8246) www.hc-concrete.com Door Paint Benjamin Moore° • For interior or exterior use • Self priming • Soap and water cleanup • Excellent gloss & color retention SUPER SPEC HPO D.T.M. ACRYLIC LOW LUSTRE P25 • Low odor This product is designed to perform a dual purpose as a direct • Fast dry to metal primer and finish. Both coats of the product provide rust inhibition for superior corrosion control. The acrylic formula provides excellent gloss and color retention. The film is fast drying permitting fast recoat. This product is also an excellent finish for masonry, plaster, wallboard and interior wood surfaces. Application to interior or exterior steel, aluminum, galvanized metal, masonry, plaster and drywall surfaces. May also be used on interior and incidental exterior wood surfaces. Performs well on doors, trim, walls, ceilings, structural steel, storage tanks and equipment. • Do not apply when air and surface temperatures are below 50°F (10°C). • Not for floor applications. • Not for exposure to strong chemicals. Product Colors — Standard: Technical DataO Pastel Base White, Black, and Bronzetone Vehicle Type 100% Acrylic Latex Pigment Type Titanium Dioxide — Tint Bases: Volume Solids 41.5% Benjamin Moore° Color Preview° bases 1 B, 2B, 3B & 4B Coverage per Gallon at Recommended Film Thickness 320 Sq. Ft. — Special Colors: Recommended Film – Wet 5.0 mils Contact your Benjamin Moore representative. Thickness – Dry 2.0 mils Depending on surface texture and porosity. Be sure to estimate the right amount of paint for the job. This will ensure color Certification uniformity and minimize the disposal of excess paint. Dry Time @ 77°F (25°C) @ 50% RH – To Touch 1 Hour – To Recoat 4 Hours VOC Compliant in all regulated areas except the South Coast and areas of California that follow the 2007 Suggested Control Measures. Painted surfaces can be washed after two weeks. High humidity and cool temperatures will result in longer dry, recoat and service Master Painters Institute MPI #107, 134 Qualifies for LEED® Class A ( over non-combustible (ANTI -CORROSIVE) when surfaces when tested in accordance with Credit when used ASTM E-84 on Metal Substrates times. Dries By Evaporation, Coalescence Viscosity 91 ± 4 KU Dry Heat Resistance 250°F Flash Point None Gloss / Sheen Low Lustre (35-45 @ 600) Surface Temperature – Min. 50°F at Application – Max 90°F Thin With Clean Water Clean Up Thinner Clean Water Technical Assistance: Weight Per Gallon 10.2 lbs Available through your local authorized independent Benjamin Moore retailer. Storage Temperature – Min. 40°F _ Max 90°F For the location of the retailer nearest you, call 1-800-826-2623, see www.benjaminmoore.com, or consult your local Yellow Pages Volatile Organic Compounds (VOC) 148 Grams / Liter 1.24 LBS / Gallon o Reported values are for Pastel Base. Contact Benjamin Moore for values of other bases or colors. Benjamin Moore & Co., 101 Paragon Drive, Montvale, NJ 07645 Tel: (201) 573-9600 Fax: (201) 573-9046 www.beniaminmoore.com M72 P25 US 121611 Super Spec HP® D.T.M. AcrAc Low Lustre P25 Surface Preparation Surfaces to be coated must be clean, dry, and free of oil, grease, dust, flaky rust, mill scale, loose paint, chalk, and other foreign matter than could interfere with adhesion. Glossy surfaces should be dulled by abrading the surface. Metal: Remove loose rust and scale with a scraper, wire brush, or sandpaper. Remove oils from bare metal with Benjamin Moore° Oil & Grease Emulsifier (P83). Mildew: Stains from mildew must be removed by cleaning with Benjamin Moore° Clean (318) prior to coating the surface. Caution: Refer to the (318) Clean technical data and material safety data sheets for instructions on its proper use and handling. Difficult Substrates: Benjamin Moore offers a number of specialty primers for use over difficult substrates such as bleeding woods, grease stains, crayon markings, hard glossy surfaces, galvanized metal, or other substrates where paint adhesion or stain suppression is a particular problem. Your Benjamin Moore retailer can recommend the right problem solving primer for your special needs. WARNING! If you scrape, sand or remove old paint, you may release lead dust. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE. Wear a NIOSH -approved respirator to control lead exposure. Carefully clean up with a HEPA vacuum and a wet mop. Before you start, find out how to protect yourself and your family by contacting the National Lead Information Hotline at 1 -800 -424 - LEAD or log on to www.epa.gov/lead Primer/Finish Systems Super Spec HP" D.T.M. Acrylic Low Lustre is self -priming on properly prepared ferrous and non-ferrous metal substrates. New surfaces should be fully primed, and previously painted surfaces may be primed or spot primed as necessary. Ferrous Metal: Finish: 2 coats Super Spec HPO D.T.M. Acrylic Low Lustre (P25) Non -Ferrous Metal (Galvanized & Aluminum) All new metal surfaces must be thoroughly cleaned with Super Spec HPO Oil & Grease Emulsifier (P83) to remove contaminants. New shiny non- ferrous metal surfaces that will be subject to abrasion should be dulled with very fine sandpaper or a synthetic steel wool pad to promote adhesion Finish: 1 or 2 coats Super Spec HP® D.T.M. Acrylic Low Lustre (P25) Masonry, Smooth Poured or Precast Concrete: Primer: Super Spec Masonrx Interior / Exterior 100% Acrylic Masonry Sealer (N/066) or Fresh StartR All -Purpose 100% Acrylic Primer (N023) Finish: 1 or 2 coats Super Spec HP® D.T.M. Acrylic Low Lustre (P25) Masonry, Rough or Pitted: Primer: Super Spec° Latex Block Filler (160) or Super Spec° Masonry Interior/Exterior Hi -Build Block FilleT06) Finish: 1 or 2 coats Super Spec HPR D.T.M. Acrylic Low Lustre (P25) Plaster or Wallboard: All plaster surfaces must be thoroughly cured for at least 30 days. Drywall surfaces must be free of sanding dust. Primer: Fresh StarC All -Purpose 100% Acrylic Primer (N023) Finish: 1 or 2 coats Super Spec HP° D.T.M. Acrylic Low Lustre (P25) Wood and engineered wood products: Primer: Fresh StarCAII-Purpose 100% Acrylic Primer (N023) or All -Purpose Alkyd Primer (024) Finish: 1 or 2 coats Super Spec HP® D.T.M. Acrylic Low Lustre (P25) Repaint, All Substrates: Prime bare areas with the primer recommended for the substrate above. Application Mixing of Paint: Stir thoroughly before and occasionally during use. For best application results, apply generously going from unpainted into painted areas. A one -coat application protects and preserves; two coats provides greater durability. Apply with an all- purpose synthetic brush, short nap roller, or spray. Spray, Airless: Fluid Pressure — 1,500 to 2,500 PSI; Tip — 0.13 -.017 Orifice Thinning/Cleanup Thinning is unnecessary, but if required to obtain desired application properties, a small amount of clean water may be added. Never add other paints or solvents. Wash painting tools in warm soapy water immediately after use. Spray equipment should be given a final rinse with mineral spirits to prevent rusting. USE COMPLETELY OR DISPOSE OF PROPERLY. Dry, empty containers may be recycled in a can recycling program. Local disposal requirements vary, consult your sanitation department or state -designated environmental agency on disposal options. Environmental, Health & Safety Information Use only with adequate ventilation. Do not breathe spray mist or sanding dust. Ensure fresh air entry during application and drying. Avoid contact with eyes and prolonged or repeated contact with skin. Avoid exposure to dust and spray mist by wearing a NIOSH approved respirator during application, sanding and clean up. Follow respirator manufacturer's directions for respirator use. Close container after each use. Wash thoroughly after handling. WARNING: This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. FIRST AID: In case of eye contact, flush immediately with plenty of water for at least 15 minutes; for skin, wash thoroughly with soap and water. If symptoms persist, seek medical attention. If you experience difficulty breathing, leave the area to obtain fresh air. If continued difficulty is experienced, get medical attention immediately. IN CASE OF SPILL – Absorb with inert material and dispose of as specified under "Clean Up". KEEP OUT OF REACH OF CHILDREN PROTECT FROM FREEZING Refer to Material Safety Data Sheet for additional health and safety information. Benjamin Moore & Co., 101 Paragon Drive, Montvale, NJ 07645 Tel: (201) 573-9600 Fax: (201) 573-9046 www.ben'aminmoore.com M72 P25 US 121611 Benjamin Moore, Color Preview, Fresh Start, Super Craft, Super Spec, Super Spec HP and the triangle "M" symbol are registered trademarks, licensed to Benjamin Moore & Co. © 2010, 2011 Benjamin Moore & Co. All rights reserved 411 other trademarks belong to their respective owners. 1 The Chemical Company PRODUCT DATA 7 07 92 00 Joint Sealants Description NP 1- is a one -component, high- performance, nonpriming, gun -grade, elastomeric polyurethane sealant. It requires no mixing and typically requires no priming to bond to many materials, including concrete and masonry. Yield See page 3 for charts. Packaging 300 ml (10.1 fl oz) cartridges, 30 cartridges per carton 20 fl oz (590 ml) ProPaks, 20 per carton For color availability in bulk packaging, call Customer Service. Color White, off-white, limestone, anodized aluminum, stone, tan, aluminum gray, precast gray, medium bronze, special bronze, redwood tan, ash brown and black. Shelf Life Cartridges and ProPaks: 1 year when properly stored. Storage Store in original, unopened containers away from heat and direct sunshine. Storing at elevated temperatures will reduce the shelf life. SONOLASTIC° NP 1 T One -component, elastomeric, gun -grade polyurethane sealant Features • Ready to use • Joint movement capability ±35% • Easy to gun and tool • Available in cartridges, 20 ounce ProPaks, and in bulk • Twelve standard colors • No primer required for most construction materials • Weather resistant • Wide temperature -application range • Compatible with nonrigid coatings • Superior holding power • UL listed • Suitable for water immersion • Low VOC content Where to Use APPLICATION • Expansion joints • Curtain wall construction • Panel walls • Precast units • Aluminum and wood window frames • Roofing • Fascia • Parapets • Structural components • Vinyl siding • Wastewater treatment plants • Dams • Spillways and storm drains • Wetwells and manholes Benefits Requires no mixing; reduces labor costs Provides excellent flexibility for keeping moving joints tight Speeds application and makes neater joints Reduces jobsite waste, lowers disposal costs Matches common substrates Lowers installation costs Produces long-lasting weather -tight seals Suitable for all climates May be painted Long-lasting roof tile instalation Passes 4 hour, 4 inch, fire and hose stream test when used with Ultra Block®or mineral wool Documented performance in wet areas Meets VOC requirements in all 50 states LOCATION • Interior and exterior • Above and below grade • Immersed in water SUBSTRATE • Concrete • Masonry • Aluminum • Wood • Clay & concrete roof tiles $onneborri 29 SONNEBORN®PRODUCT DATA NP 1^ Technical Data Composition Test Data Sonolastic® NP 1 T" is a one -component moisture- curing polyurethane. PROPERTY TEST METHODS Movement capability, % ±35 ASTM C 719 Compliances • ASTM C 920, Type S, Grade NS, Class 35, Use Tensile strength, 350 (2.4) ASTM D 412 NT, M, A, G*, 0** and I psi (MPa) • Federal Specification TT -S- 00230C, Type II, Tear strength, pli 50 ASTM D 1004 Class A Ultimate elongation at break, % 800 ASTM D 412 • Corps of Engineers CRD -C- 541, Type II, Class A Rheological, No sag ASTM C 639 • Canadian Specification CAN/CGSB-19.13-M87, (sag in vertical displacement) Classification MCG -2 -25 -A -N, No. 81026 at 120° F (49° C) • USDA compliant for use in meat and Extrudability, 3 seconds Passes ASTM C 603 poultry areas Hardness, Shore A ASTM C 661 • Underwriters Laboratories Inc.® classified At standard conditions 25-30 (fire resistance only) After heat aging (max Shore A: 50) 25 • Canadian approval for use in establishments that Weight loss, after heat aging, % 3 ASTM C 792 handle food Cracking and chalking, None ASTM C 792 • SWR Institute validated after heat aging • ISO 11600-F-25LM Tack -free time, hrs, Passes ASTM C 679 `NP1 not recommended for application on glass. (maximum 72 hrs) *` Refer to substrates in Where to Use. Stain and color change Passes ASTM C 510 Typical Properties (no visible stain) PROPERTY VALUE Bond durability,* on glass, Passes ASTM C 719 Service temperature -40 to 180 aluminum, and concrete ±35% movement range, ° F (° C) (-40 to 82) Shrinkage None Adhesion* in peel, pli (min. 5 pli) 30 ASTM C 794 Adhesion* in peel after Passes ASTM C 794 UV radiation through glass (min. 5 pli) Artificial weathering, Passes ASTM C 793 Xenon arc, 250 hours Artificial weathering, No surface cracking ASTM G 26 Xenon arc, 3,000 hours Water immersion, 122° F (50° C) Passes 10 weeks with ASTM C 1247 movement cycling 'Primed for water immersion dictated by ASTM C 920. Concrete and aluminum primed with 733; glass primed with 766. Test results are typical values obtained under laboratory conditions. Reasonable variations can be expected. pl�'lf'A How to Apply Joint Preparation 1. The number of joints and the joint width should be designed for a maximum of ±35% movement. 2. The depth of the sealant should be 1/2 the width of the joint. The maximum depth is 1/2" (13 mm) and the minimum is 1/4" (6 mm). Refer to Table 1. 3. In deep joints, the sealant depth must be controlled by Closed -Cell Backer -Rod or Soft Backer - Rod. Where the joint depth does not permit the use of backer -rod, a bondbreaker (polyethylene strip) must be used to prevent three-point bonding. 4. To maintain the recommended sealant depth, install backer -rod by compressing and rolling it into the joint channel without stretching it lengthwise. Closed -Cell Backer -Rod should be about 1/8" (3 mm) larger in diameter than the width of the joint to allow for compression. Soft Backer -Rod should be approximately 25% larger in diameter than the joint width. The sealant does not adhere to it, and no separate bondbreaker is required. Do not prime or puncture the backer -rod. TABLE 1 Joint Width and Sealant Depth JOINT WIDTH, SEALANT DEPTH IN (MM) AT MIDPOINT, IN (MM) 1/4 —1 /2 (6 —13) 1/4(6) 1/2 — 3/4 (13 —19) 1/4 — 3/8 (6 —10) 3/4 —1 (19 — 25) 3/8 —1 /2 (10 —13) 1 — 1-1/2 (25 — 38) 1/2(13) SONNEBORN®PRODUCT DATA NP 1 - Yield LINEAR FEET PER GALLON' JOINT DEPTH milli 11111L111 JOINT WIDTH (INCHES) (INCHES) 1/4 1/2 "I 1/4 308 205 154 122 — — — 3/8 — — — 82 68 58 51 1/2 — — — — 51 44 38 .One gallon equals approximately 12 cartridges or 6 ProPaks METERS PER LITER JOINT DEPTH JOINT WIDTH (MM) (MM) 6 10 13 16 19 22 25 6 24.8 16.5 12.4 9.8 — — — 10 — — — 6.6 5.5 4.7 4.1 13 — — — — 4.1 3.5 3.0 Surface Preparation Surfaces must be structurally sound, fully cured, dry, clean, free of dirt, moisture, loose particles, oil, grease, asphalt, tar, paint, wax, rust, waterproofing or curing and parting compounds, and membrane materials. CONCRETE, STONE, AND OTHER MASONRY Clean by grinding, sandblasting, or wire brushing to expose a sound surface free of contamination and laitance. WOOD New and weathered wood must be clean and sound. Scrape away loose paint to bare wood. Any coating that cannot be removed must be tested to verify adhesion of sealant or to to determine an appropriate primer. METAL Remove scale, rust, and coatings from metal to expose a bright white surface. Remove protective coatings as well as any chemical residue or film. Aluminum window frames are frequently coated with a clear lacquer that must be removed before the application of NP 1'". Any coating that cannot be removed must be tested to verify adhesion of sealant or determine an appropriate primer. Remove any other protective coatings or finishes that could interfere with adhesion. Priming 1. NP 1'" is generally considered a nonpriming sealant, but special circumstances or substrates may require a primer. It is the user's responsibility to check the adhesion of the cured sealant on typical test joints at the project site before and during application. Refer to product data sheet on Primer 733 or 766, and consult Technical Services for additional information. 2. For immersion applications, Primer 733 must be used. 3. Apply primer full strength with a brush or clean cloth. A light, uniform coating is sufficient for most surfaces. Porous surfaces require more primer; however, do not overapply. 4. Allow primer to dry before applying NP 1'". Depending on temperature and humidity, primer will be tack free in 15 —120 minutes. Priming and sealing must be done on the same work day. Application 1. NP 1'" comes ready to use. Apply by professional caulking gun. Do not open cartridges, sausages, or pails until preparatory work has been completed. 2. Fill joints from the deepest point to the surface by holding a properly sized nozzle against the back of the joint. 3. Dry tooling is recommended. DO NOT use soapy water when tooling. Tooling results in the correct bead shape, a neat joint, and maximum adhesion. 4. For roof tile applications apply a bead of Sonolastic® NP 1'" sufficient to make a bond between two tiles on the upper surface of the down slope tile. Install the upslope tile & press into the sealant bead to ensure good contact between the sealant and both tiles. 29.3 SONNEBORN®PRODUCT DATA NP 1^ Clean Up 1. Immediately after use, clean equipment with Reducer 990 or xylene. Use proper precautions when handling solvents. 2. Remove cured sealant by cutting with a sharp -edged tool. 3. Remove thin films by abrading. Curing Time The cure of NP 1'" varies with temperature and humidity. The following times assume 75° F (24° C), 50% relative humidity, and a joint 1/2" width by 1/4" depth (13 by 6 mm). Skins: overnight or within 24 hours Functional: within 3 days Full cure: approximately 1 week Immersion service: 21 days For Best Performance • Do not allow uncured NP 1'" to come into contact with alcohol -based materials or solvents. • Do not apply polyurethane sealants in the vicinity of uncured silicone sealants or uncured Sonolastic®150 or 150 Tint Base. • NP 1'" should not come in contact with oil-based caulking, uncured silicone sealants, polysulfides, or fillers impregnated with oil, asphalt, or tar. • Protect unopened containers from heat and direct sunshine. • In cool or cold weather, store container at room temperature for at least 24 hours before using. • When NP 1 " is to be used in areas subject to continuous water immersion, cure for 21 days at 70° F (23° C) and 50% relative humidity. Allow longer cure times at lower temperatures and humidities. Always used Primer 733. • Do not use in swimming pool or other submerged conditions where the sealant will be exposed to strong oxidizers. Avoid submerged conditions where water temperatures will exceed 120° F (50° C). • Do not apply over freshly treated wood; treated wood must have weathered for at least 6 months. • Substrates such as copper, stainless, and galvanized typically require the use of a primer; Primer 733 or 766 is acceptable. For Kynar 500 based coatings use Primer 733 only. An adhesion test is recommended for any other questionable substrate. • UV exposure may cause white NP 1" to discolor. This does not affect sealant performance; where maintaining a true white appearance is critical, use Ultra or Sonolastic®150 sealants. • NP 1'" can be applied below freezing temperatures only if substrates are completely dry, free of moisture, and clean. Contact Technical Service for more information. • Lower temperatures and humidities will extend curing times. • Pursuant to accepted industry standards and practices, using rigid paints and/or coatings over flexible sealants can result in a loss of adhesion of the applied paint and/or coating, due to the potential movement of the sealant. However, should painting and/or coating be desired it is required that the applicator of the paint and/ or coating conduct on-site testing to determine compatibility and adhesion. • Make certain the most current versions of product data sheet and MSDS are being used; call Customer Service (1-800-433-9517) to verify the most current versions. • Proper application is the responsibility of the user. Field visits by BASF personnel are for the purpose of making technical recommendations only and not for supervising or providing quality control on the jobsite. Health and Safety NP 1'" Warning NP 1'" contains Stoddard solvent and crystalline quartz silica. Risks May cause skin, eye or respiratory irritation. May cause dermatitis and allergic responses. Potential skin and/or respiratory sensitizer. Ingestion may cause irritation. Reports associate repeated or prolonged occupational overexposure to solvents with permanent brain, nervous system, liver and kidney damage. INTENTIONAL MISUSE BY DELIBERATELY INHAL- ING THE CONTENTS MAYBE HARMFUL OR FATAL. Precautions Keep container closed. Use only with adequate ven- tilation. Prevent contact with skin, eyes and clothing. Wash thoroughly after handling. Avoid breathing va- pors. DO NOT take internally. Use impervious gloves, eye protection and if the TLV is exceeded or used in a poorly ventilated area, use NIOSH/MSHA approved respiratory protection in accordance with applicable Federal, state and local regulations. First Aid In case of eye contact, flush thoroughly with water for at least 15 minutes. SEEK IMMEDIATE MEDICAL AT- TENTION. In case of skin contact, wash affected areas with soap and water. If irritation persists, SEEK MEDI- CAL ATTENTION. Remove and wash contaminated clothing. If inhalation causes physical discomfort, remove to fresh air. If discomfort persists or any breathing difficulty occurs or if swallowed, SEEK IM- MEDIATE MEDICAL ATTENTION. Refer to Material Safety Data Sheet (MSDS) for further information. Proposition 65 This product contains materials listed by the State of California as known to cause cancer, birth defects and other reproductive harm. VOC Content NP 1'" contains 35g/L or 0.29 lbs/gal, less water and exempt solvents. For medical emergencies only, call ChemTrec (1-800-424-9300) BASF Corporation LIMITED WARRANTY NOTICE Every reasonable effort is made to apply BASF exacting standards both in the manufacture of our products and in the information which we issue concerning these products and their use We warrant our products to be of good quality and will replace or, at our election, refund the purchase price of any products proved defective. Satisfactory results depend not only upon quality products, but also upon many Building Systems factors beyond our control. Therefore, except for such replacement or refund, BASF MAKES NO WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF FITNESS FOB A PARTICULAR PURPOSE OR MERCHANTABILITY, RESPECTING ITS PRODUCTS, and BASF shall have no other liability with respect thereto. Any claim regarding product defect must be received in writing within one (1) year from the date of shipment. No C 889 Valley Park Drive claim will be considered without such written notice or after the specified time interval. User shall determine the suitability of the products for the intended use and assume all risks and liability in connection therewith. Any authorized change in the printed recommendations concerning the use of our products must bear the signature of the BASF Technical Manager. Shakopee, MN, 55379 This Intonation and all further technical advice are based on BASF's present knowledge and experience. However, BASF assumes no liability for providing such Information and advice Including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights. In particular, BASF disclaims all CONDITIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES www.BuildingSystems.BASF.com OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY BASF SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES (INCLUDING LOSS OF PROFITS) OF ANY KIND BASF reserves the right to make any changes according to technological progress or further developments. It is the customer's responsibility and obligatlon to carefully inspect and test any incoming goods. Performance of the product(s) described herein U` should be verified by testing and rained out only by qualified experts. It is the sole 2sponsibility of Ee customer to tarry out and arrange for any such testing. Reference to trade names used by other companies is neither a recommendation, Customer Service 800-433-9517 nor an endorsement of any product and does not imply that similar products could not be used. Technical Service 800-243-6739 Form No. 1017906 05/13 ® 2013 BASF 29.4 For professional use only. Not for sale to or use by the general public. Printed on recycled paper Including 10% post -consumer fiber. Printed m U.S.A. SPEED CRETE RED LINE RAPID -SETTING REPAIR MATERIAL 1*ill 14 IMM SPEED CRETE RED LINE is a rapid -setting, cement -based concrete and masonry repair mortar. SPEED CRETE RED LINE is a proprietary formulation of blended portland cements, finely processed selected aggregates, and specific chemical additives which undergoes a chemical "hyper hydration" and produces a stable, low permeability, cementitious matrix. SPEED CRETE RED LINE can be "shaved" for detailed repairs • Interior and exterior • Vertical, overhead and horizontal repairs • Used at no slump consistency • Outstanding repair material for concrete pipe, curbs, sidewalks, formed and precast concrete • Initial set in 8 to 10 minutes • High strength • Final set within 20 minutes • Excellent durability • Can be "shaved" to desired shape • Compatible with galvanic anodes TECHNICAL INFORMATION Material Properties at 75°F (24°C) Compressive Strength, psi (MPa) ASTM C 109 24 Hour..................................................2,550 (17.6) 7 Day......................................................4,700 (32.4) 28 Day....................................................5,900 (40.7) Set Time, ASTM C 266 Initial..........................................................8 - 20 Min Final.........................................................15 - 30 Mir Split Tensile Strength,psi (MPa) ASTM C 496 7 Day ...........................................................400 (2.8) 28 Day .........................................................500 (3.4) Flexural Strength, psi (MPa) ASTM C 348 7 Day ...........................................................700 (4.8) 28 Day .........................................................918 (6.3) Freeze Thaw Durability Factor ASTM C 666 300 Cycles ...................................................96.75% Shrinkage 50% RH ASTM C 157 28 Day ......................................................... -0.069% Expansion 100% RH ASTM C 157 28 Day..........................................................0.077% Scaling Resistance ASTM C 672 50 Cycles....................................................0% loss Volumetric Resistivity ....................5,250 ohm/cm SPEED CRETE RED LINE is packaged in 50 Ib (22.7 kg) poly -lined bags, and 50 Ib (22.7 kg) pails 1 year in original, unopened packaging COVERAGE One 50 Ib (22.7 kg) bag yields approximately 0.47 ft3 (0.013 m3) when mixed with 5.5 qt (5.2 L) water. Surface Preparation: Concrete surfaces must be structurally sound, free of loose or deteriorated concrete and free of dust, dirt, paint, efflorescence, oil and all other contaminants. Mechanically abrade the surface to achieve a surface profile equal to CSP 6 - 8 in accordance with ICRI Guideline 310.2. Properly clean profiled area. Priming: Clean and prime exposed steel with DURALPREP AC. Concrete should be primed with a spray or brush coat of DURALPREP AC. The primer coat of DURALPREP AC must be allowed to thoroughly dry prior to the application of SPEED CRETE RED LINE. Alternately, a Saturated Surface Dry (SSD) concrete surface The Euclid Chemical Company I 19218 Redwood Rd. • Cleveland, OH 44110 An�LCompany Phone: [216] 531-9222 • Toll-free: [800] 321-7628 • Fax: [216] 531-9596 www.euclidchemical.com can be primed with a scrub coat of SPEED CRETE RED LINE. The repair must be made before the scrub coat dries out. Mixing: SPEED CRETE RED LINE will require approximately 5 to 5.5 qt (4.7 to 5.2 L) of potable water per 50 Ib (22.7 kg) bag to achieve the proper mix consistency. Pour the measured amount of water into a clean mixing container, then add the SPEED CRETE RED LINE, and thoroughly mix for no more than 60 seconds to a stiff, no slump, putty -like consistency. Mix small quantities of SPEED CRETE RED LINE in a clean pail with a hand trowel. Use a rotary mixer with rubber tip blades for mixing quantities up to 100 lbs. (45.4 kg). To fill patches 2" (5.1 cm) deep or greater, add clean, pre -dampened, 3/8" (0.96 cm) size pea gravel. DO NOT USE LIMESTONE AGGREGATE. The mix ratio must not exceed 40 lbs. (18 kg) of pea gravel to each 50 Ib (22.7 kg) bag or pail of SPEED CRETE RED LINE. Mixing procedure: Start mixer, load water, load pea gravel, and then load the SPEED CRETE RED LINE. MIX FOR NO MORE THAN 60 SECONDS. Application: To ensure a complete bond with the entire surface, force the SPEED CRETE RED LINE firmly into the SSD area by hand or with a trowel. Slightly overfill the repair, and following initial set, shave the material to conform to the contour of the surrounding surface. Always shave SPEED CRETE RED LINE toward the common bonding edge between the repair mortar and the existing surface. Cure material using standard curing practices. Cold Weather Installation: Application at temperatures below 40°F(4°C) extends the set time. Heating the repari area until warm, using warm water for mixing and tenting or insulating the repair area after application will assist in reaching greater strength development. Do not use direct heat on the repair after its installation. Clean application tools and mixing equipment with water immediately following use. PRECAUTIONs/LIMITATIONS • Keep in covered storage away from all moisture. • Mix no more than 60 seconds. • Use only potable water with SPEED CRETE RED LINE. • Mix to a stiff, putty -like, no slump consistency. • Do not retemper or add sand to SPEED CRETE RED LINE. • Do not overwork or overtrowel patching material. • Do not featheredge SPEED CRETE RED LINE on horizontal surfaces. • In all cases, consult the Material Safety Data Sheet before use. Rev. 06.11 WARRANTY., The Euclid Chemical Company ("Euclid") solely and expressly warrants that its products shall be free from defects in materials and workmanship for one (1) year from the date of purchase. Unless authorized in writing by an officer of Euclid, no other representations or statements made by Euclid or its representatives, in writing or orally, shall alter this warranty. EUCLID MAKES NO WARRANTIES, IMPLIED OR OTHERWISE, AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME. If any Euclid product fails to conform with this warranty, Euclid will replace the product at no cost to Buyer. Replacement of any product shall be the sole and exclusive remedy available and buyer shall have no claim for incidental or consequential damages. Any warranty claim must be made within one (1) year from the date of the claimed breach. Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid's installation information or instructions in its product literature or on its packaging labels. Any installation of Euclid products which fails to conform with such installation information or instructions shall void this warranty. Product demonstrations, if any, are done for illustrative purposes only and do not constitute a warranty or warranty alteration of any kind. Buyer shall be solely responsible for determining the suitability of Euclid's products for the Buyer's intended purposes. Chemmasters@ SPECIALTY CONSTRUCTION PRODUCTS Aquanil Plus 40 Penetrating Silane Sealer for Concrete and Masonry P R O D U C T D A T A DESCRIPTION Aquanil Plus 40 is a penetrating, chemically reactive alkyltrialkoxysilane 40% solids, solvent based silane sealer that repels moisture and water from concrete and masonry. Aquanil Plus 40 is non -etching, will not harm most uncoated glass, metal frames, or painted surfaces and leaves no residue to clean. Aquanil Plus 40 is for- mulated to comply with National Volatile Organic Com- pounds (VOC) Emission Standards for Architectural Coatings Federal EPA Regulation 40 CFR Part 59. USES • Horizontal or vertical, exterior or interior, cured con- crete and masonry. • Residential, commercial, industrial and municipal ap- plications. • All types of concrete flatwork, parking lots and struc- tures, driveways, plazas, patios and walkways • Median barriers, bridge decks and piers, ramps, pavements. • Marine structures, vehicular repair and wash down facilities, loading docks. ADVANTAGES • No need to mask uncoated windows, metal frames, or painted surfaces — does not etch surfaces, leaves no residue, requires no cleaning after application. • Minimizes chloride ion penetration from deicing chemicals, acid precipitation, salt air, and water in marine environments that reduces corrosion of the reinforcing steel from chloride exposure. • Reduces spalling of new concrete surfaces due to freeze -thaw cycling. • Chemically reacts with concrete and masonry com- ponents for long lasting protection. • Penetrates deeply for maximum protection • Seals pores and capillaries of substrate preventing liquid absorption while allowing excellent vapor trans- mission • Does not alter the appearance or texture of sub- strates Packaging / Part Number 5 gal/ 18.91- 36/pallet F3315.05 55 gal/208L 4/pallet F3315.55 TECHNICAL DATA Meets National VOC Emission Standards for Architec- tural Coatings Federal EPA Regulation 40 CFR Part 59 < 600 g/L. NCHRP 244 Test Data Control Aquanil Plus 40 ASTM C 672 Scaling Resistance % reduction % reduction Weight Gain 0 85 Chloride Ion Content < 5% loss of repellency ASTM D 1653 Permeability Northern Exposure 0 88 Southern Exposure 0 97 Test Data ASTM E 514 Water Repellency Wind Driven Rain Conditions 100 % reduction ASTM C 672 Scaling Resistance Passes ASTM C 642 Absorption 95% red'n 24 hrs ASTM E 96 Water Vapor Transmission 8% reduced rate vs control ASTM G 53 Weathering 2,400 hours < 5% loss of repellency ASTM D 1653 Permeability > 85% breathability vs control Appearance Clear VOC Content <600 g/L Drying Time 2 to 4 hrs Reaction Time @ 50% R.H. 70°F (21°C) 50°F (10°C) 24 hrs 48 hrs Solids 35 to 45% Flash Point 105°F (40°C) Cwo February 2017 .�._ AnAmenca,owneaaoaconpx,y 300EDWARDSSTREET•MADISON,OH1044057.3112 (4g428-2105•FAX(4g428-7091.OFURLFE:(84486-7866www.dtemtmstemnet Estimating Guide Surface ftZ/ gal (M2 /L) Brick 100 to 150 (2.5 to 3.7) Cement Stucco 100 to 150 (2.5 to 3.7) Concrete 100 to 150 (2.5 to 3.7) Exposed Aggregate 100 to 150 (2.5 to 3.7) Precast 125 to 150 (3.0 to 3.7) DIRECTIONS Surface Preparation: May be applied at 14 to 28 days after concrete installation based on mix design, rate of cure and environmental conditions. Surface and ambient temperatures must be a minimum of 40°F (4°C). Do not apply to frozen or frosted surfaces. Surface must be clean and free from dirt, dust, laitance, oil, grease, paints, curing or sealing compounds, tilt up bond breakers and other contaminants that would prevent proper penetration. Extremely dense surfaces such as burnish trowel finished floors may be given a light acid wash to promote adequate penetration. Protect vegetation from overspray. If spills or overspray occur thoroughly rinse vegetation with water. Repairs: All cracks and deteriorated surfaces should be repaired prior to application of Aquanil Plus 40. Joints and channels should be taped or filled to prevent later ad- hesion problems. Consult ChemMasters technical service staff for product recommendations. Mixing: Aquanil Plus 40 is packaged ready to use and does not require any special mixing. Application: Apply Aquanil Plus 40 with a low pressure, solvent resistant, airless sprayer generating 15 psi and equipped with a fan nozzle or use a roller. Follow recom- mended application rates listed above. On vertical surfaces, allow 6 inch minimum run down. Maximum run down is 12 inches. Excessive run down or over application can cause discoloration of the substrate. Horizontal surfaces may be opened to traffic as soon as substrate is dry usually 1 hour at 72°F/22°C with 50% R.H. Cleanup Clean tools and equipment used to apply Aquanil Plus 40 with Polyseal solvent, xylene or mineral spirits before material dries. STORAGE Store Aquanil Plus 40 in tightly closed containers in cool dry area away from direct sunlight or sources of heat. Shelf life of properly stored material is two years from date of manufacture. LIMITATIONS • Aquanil Plus 40 may remove special coatings from glass. Test small areas prior to application. • Aquanil Plus 40 will "frost" or damage plastic window panes. • Do not apply when surface or ambient temperature is below 40°F (4°C) or above 100°F (380C). • Do not apply to wet or damp surfaces or if rain is ex- pected within 4 hours of application. • If joints or channels are to be filled at a later date tape or mask prior to application to prevent adhesion prob- lems. • Aquanil Plus 40 is a penetrating sealer designed to reduce the intrusion of water and salts. It is not a wa- terproofing membrane and thus cannot be expected to bridge cracks or joints in the concrete. • All label precautions and the Safety Data Sheet (SDS) must be fully understood before using this product. Go to www.chemmasters.net for the most up to date data sheets or contact ChemMasters at 800.486.7866. • Proper application is the responsibility of the user. ChemMasters can only make technical recommenda- tions and cannot provide quality control on the jobsite. PRECAUTIONS For use outdoors only. Not for indoor use. DANGER : Flammable Liquid and Vapor. Harmful if in- haled. May cause respiratory irritation . May cause drowsi- ness or dizziness. May be fatal if swallowed and enters airways. Toxic to aquatic life with long lasting effects. Precautionary Statements: Keep away from heat, hot surfaces, sparks, open flames and other ignition sources. No smoking. Keep container tightly closed. Ground and bond container and receiving equipment. Use explosion - proof electrical/ventilating/lighting equipment. Use non - sparking tools. Take action to prevent static discharges. Avoid breathing dust/fume/gas/mist/vapors/spray. Use only outdoors in a well -ventilated area. Avoid release to the environment. Wear protective gloves/protective cloth- ing/eye protection/face protection. For professional use only. Keep out of reach of children. See the safety data sheet for hazard information. This Product is Formulated and Labeled for Industrial and Commercial Use Only FOR BEST RESULTSAND SAFEST USAGE, USER IS SPECIFICALLY DIRECTED TO CONSULT THE CURRENT MATERIAL SAFETY DATA SHEET AND PACKAGE LABEL FOR THIS PRODUCT We warrant our products to meet our published specifications and to be free from defects in materials and workmanship to the acceptable quality levels defined in these specifications. If ac- ceptable quality levels are not specified, the acceptable quality levels will be those normally supplied by us for the product. We make no guarantee of the results to be obtained from the use of our products. The determination as to the adaptability of any of our products to the specific needs of the Buyer is solely Buyer's prerogative and responsibility. We are glad to offer suggestions on the use of our products. Nevertheless, there are no warranties given except such expresses warranties offered in connection with the sale of a particular product. Our liability shall be limited to replacement of, or refund of an amount not to exceed the purchase price attributed to, the goods as to which such claim is made. Our selection of one of these alternatives shall be Buyer's exclusive remedy. IN NO CASE SHALL WE BE LIABLE FOR CONSEQUENTIAL OR SPECIAL DAMAGES, EVEN IF WE HAVE BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. THE FOREGOING WARRANTIES ARE IN LIEU OF ALL OTHER WARRANTIES, GUARANTEES, CO -CONDITIONS AND REPRESENTATIONS, EITHER EXPRESSED OR IMPLIED, WHETHER ARISING UNDER ANY STATUTE, COMMON LAW, USAGE OR TRADE, COURSE OF DEALING OR OTHERWISE, INCLUDING, BUT NOT LIMITED TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE. ©zoof ChemMa s t e r s Printed in U.S.A. City Council Agenda: 09/13/21 2L. Consideration of approving a contract with Hoffman Construction LLC. for the extraction of materials and a temporary construction agreement with OCELLO LLC. Prepared by: Meeting Date: ❑ Regular Agenda Item City Engineer/Public Works Director, 09/13/2021 ® Consent Agenda Item Community Development Director Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to approve a temporary construction easement between OCELLO LLC and the City of Monticello for the construction of a stormwater facility and a contract with Hoffman Construction LLC. for the extraction of materials on the properties as legally described within the agreements. REFERENCE AND BACKGROUND In 2020, the City Council authorized the preparation of Chelsea Commons Small Area Plan. The idea for a re -envisioned mix of commercial, residential, and park space within the centrally located 100+ acre area known as Chelsea Commons necessitated a general vision to guide planning and decision-making in the area. The Small Area Plan has been progressing through a series of workshops and is intended for public hearing and recommendation by the Planning Commission on September 27, with Council review for decision at the regular meeting that evening. A central piece of this developing plan is the construction of a central stormwater facility. The initial grading plan associated with the Small Area Plan indicated that approximately 300,000 cubic yards of material needs to be hauled off-site for the central stormwater and pond amenity. To reduce costs for removal, opportunities have been explored for allowing contractors to extract materials at no cost to the City. Staff has drafted a construction agreement for the removal of material on property owned by OCELLO, LLC. The removal of material on the property will facilitate the regional stormwater pond for the OCELLO, LLC sites as envisioned with the Chelsea Commons concept and potentially additional land with the Chelsea Commons area. The agreement indicates that the City will restore the easement area minus any grade changes at the end of the construction. Hoffman Construction LLC. indicated they are interested in approximately 100,000 cubic yards of the site material. The agreement with Hoffman is written to allow for two stages of excavation. The first stage of removal is limited to the OCELLO site and allows up to 50,000 cubic yards of material removal. This amount is expected to be accommodated completely City Council Agenda: 09/13/21 within the OCELLO site. Initially, grading will occur only outside of the powerline easement through the OCELLO site. A grading plan is being prepared for review of the easement holder to allow further grading within the powerline easement within the OCELLO site. If the City takes ownership of additional property within the Chelsea Commons area, this agreement will extend onto those acquired properties for the excavation of a total 100,000 cubic yards as initially requested. In a companion item on the Council agenda, the City has requested an interim use permit for the described excavation activity. Although the development of a stormwater facility is considered a Public Use and permitted by ordinance, the City has further supported the activity through an Interim Use Permit public review process. Pending further direction from the Council and adoption of the Small Area Plan, a final construction -level grading plan will also be proposed, with a completion date of early 2022. At that time, additional detailed grading information will be provided to Hoffman Construction and the pond area will be excavated per this final plan. The draft construction agreement indicates that Hoffman Construction must remove 100,000 cubic yards of material by October 31, 2022 (subject to the staged approach noted in this report). To keep the project area safe, the contractor must keep all slopes no steeper than a 3:1 during non -working hours. Budget Impact: No budget impact is anticipated from these agreements. II. Staff Workload Impact: City engineering and community development staff will be involved in managing the excavation of material on this site. III. Comprehensive Plan Impact: The completion of the Chelsea Commons Small Area Plan is consistent with the Monticello 2040 Vision + Plan as identified in the Commercial/Residential Flex District planning. Chelsea Commons is also specifically identified as a future community park in the Parks chapter of the Plan. Further, the Council has identified the completion of the Chelsea Commons Small Area Plan a strategic priority. STAFF RECOMMENDED ACTION The City Council must weigh the advantages of proceeding with the excavation in advance of adoption of the Small Area Plan against having a more detailed understanding of how all plan components relate to one another via the full Plan document. The Small Area Plan will provide the full guidance for the concept, as well as the appendices including Financial Impact, Traffic, and Stormwater, Grading and Drainage (and water quality), as well as additional information on phasing options and project cost. City Council Agenda: 09/13/21 Should Council wish to proceed in advance of the Plan adoption, City staff recommends approval of the contract with Hoffman Construction LLC. and the temporary construction agreement with OCELLO, LLC. SUPPORTING DATA A. Stormwater Facility Construction Agreement B. Temporary Construction Easement STORMWATER FACILITIES CONSTRUCTION AGREEMENT THIS AGREEMENT is made and entered into as of the day of , 2021, by and between HOFFMAN CONSTRUCTION CO., a Wisconsin corporation (the "Contractor") and the CITY OF MONTICELLO, a Minnesota municipal corporation (the "City"). RECITALS A. The real property located in Wright County, Minnesota legally described in Exhibit A attached hereto ("Property") is owned by OCELLO, LLC ("Owner") and is used for crop production; and B. The City, the owner and the Contractor agree that the health, safety, and welfare of the residents of the City of Monticello, Minnesota, require that on-site stormwater pond ("Stormwater Facilities") be constructed and maintained on the Property; and C. The City requires that the Stormwater Facilities as shown on the draft and final plans ("Plans") be constructed on the Subject Property ("Project"); and D. The Owner has granted the City an easement for access and construction of the Stormwater Facilities over a portion of the Property (the `Basement Area") legally described on Exhibit B attached hereto to comply with work required under the terms of this Agreement. NOW, THEREFORE, in consideration of mutual covenants of the parties set forth herein and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Construction of Stormwater Facilities. Contractor shall perform grading of the excavated areas to meet final grading in accordance with the City's approved plans. Topsoil must be stockpiled, seeded, and stabilized as approved by the City. The contractor shall meet all requirements as identified in the interim use permit as approved by the City Council. This agreement is for the removal of 50,000 cubic yards of aggregate/sand material and restoration and grading withing the Easement Area in accordance with the draft grading plan and eventual final grading plan to be approved by April 2022. Pending acquisition by the City on an adjacent parcel, parcel identification number 155230000010, this agreement will be automatically modified for the removal of an additional 50,000 cubic yards, with a total removal of 100,000 cubic yards of material. Following acquisition of this parcel the City in cooperation with Hoffman Construction will amend the interim -use permit to include a portion of this parcel for excavation. Hoffman Construction must coordinate with other contractors performing site grading on adjacent parcels. 2. Term of Agreement and Payment. The Contractor must complete the work by October 31, 2022. There shall be no cost to the City for this Project. 3. Project Area. The Contractor must operate only within the Easement Area. A future amendment to the agreement may be considered to allow for additional excavation and larger Project Area. No extraction or excavation may occur within the United Power Association easement without authorization and approval by the City. Contractor must stake or verify the 217569v1 location of the northern property line for the OCELLO, LLC. parcel and stay at least 5 feet from property line. Amendments to this agreement and interim use permit may include future work within the United Power easement and on an adjacent parcel that the City may acquire. 4. Completion of the Project. Any removed topsoil or boulders must be stockpiled at a location on-site as approved by the City. Any waste material, rubbish or other materials left by the Contractor upon public property, or the subject Property may be removed by the City and the cost charged to the Contractor. The Contractor is also responsible for the costs associated with removal of 100,000 cubic yards of material. The Contractor is responsible for submitting an existing and final topographic survey of the excavated area to calculate the excavation amounts. The existing topographic survey must be submitted to the City within 30 -days of commencing construction. 5. Crop Damage Costs. Contractor must pay $25,600.00 prior to commencing construction to the Property owner's designee to account for anticipated damage to crops or crop production over the course of this construction. 6. Permits. The Contractor shall secure and pay for all permits, governmental fees, licenses, and inspections necessary for the proper execution and completion of the Project. Such permits and legal obligations include, but are not limited to: A. Contractor must submit an application to the City for an interim use permit to mine the material and the Contractor must conform to the conditions of the interim -use permit once issued, including the designated haul route. The applicant, owner, operator, tenant and/or user has no entitlement to future re -approval of the Interim Use Permit. B. Contractor must submit a Stormwater Pollution Prevention Plan along with a National Pollutant Discharge Elimination System ("NPDES") permit and complete the required monitoring and repairs per the permit requirements. C. Contractor must stabilize the site following the removal of the top soil and aggregate material as required per the NPDES permit. 7. Site Safety. Contractor must abide by relevant legal safety requirements and best safety practices during the course of the Project. Additionally, during non -working hours, the Contractor must keep the excavation area at less than 3:1 slope. 8. Determination of Soil Quantities. Contractor must take an initial topographical survey and final topographical survey to determine excavation quantities. The initial topographical survey must be submitted to the City within 30 -days of starting construction. 9. Labor, Materials, Sales Tax. and Employees. Unless otherwise specifically noted, the Contractor shall provide and pay for all labor, materials, materials sales tax, equipment, tools, construction equipment and machinery, and other facilities and services necessary for the proper execution and completion of the Project. 2 217569v1 10. Indemnification. This Agreement imposes no liability of any kind whatsoever on the City. The Contractor hereby agrees to indemnify and hold harmless the City and its agents and employees against any and all claims, demands, losses, damages, and expenses (including reasonable attorneys' fees) arising out of or resulting from the Contractor or the Contractor's agents or employee's negligent or intentional acts, or any violation of any safety law, regulation or code in the performance of this Agreement, without regard to any inspection or review made or not made by the City, its agents or employees or failure by the City, its agents or employees to take any other prudent precautions. In the event the City, upon the failure of the Contractor to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement, the Contractor shall indemnify and hold harmless the City, its employees, agents and representatives for its own negligent acts in the performance of the Contractor's required work under this Agreement, but this indemnification shall not extend to intentional or grossly negligent acts. 11. Insurance. Contractor shall secure and maintain insurance for not less than the following amounts: Bodily Injury General & Automobile General & Automobile Property Damage General & Automobile General $2,000,000 Each Person $2,000,000 Each Occurrence $2,000,000 Each Occurrence $2,000,000 Aggregate The City and OCELLO LLC shall be named as an additional insured on the policy. 12. Security. The Contractor shall provide a letter of credit or bond which shall be in the amount of 100% of the costs to restore any and all disturbed areas, including the Subject Property and any property covered by the amendments noted herein. The Contractor shall be responsible for prompt repair of any roadway or other public improvements damaged by the operations. 13. Notice. All notices required under this Agreement shall either be personally delivered or be sent by certified or registered mail and addressed as follows: To the Contractor: HOFFMAN CONSTRUCTION CO. To the City: City of Monticello Attn: City Administrator 505 Walnut Street, #1 Monticello, MN 55362 or to such other party at such other address as such party, by ten (10) days prior written notice given as provided, shall designate. 217569v1 All notices given hereunder shall be deemed given when personally delivered or two business days after being placed in the mail properly addressed as provided herein. 13 Whole Agreement. The contract documents, as described in the executed contract, form the contract. The contract represents the entire and integrated agreement between the parties and supersedes all prior negotiations and agreements, either written or oral. 14. Controlling Law. This Agreement is to be governed by the laws of the State of Minnesota. The parties agree that the venue of any legal action arising under the agreement shall be Wright County, Minnesota. 15. Assignability. This agreement shall not be assignable by either parry without the written consent of the non -assigning party. 4 217569v1 CONTRACTOR: HOFFMAN CONSTRUCTION CO. By: Its STATE OF MINNESOTA_ ) )ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2021, by , the of HOFFMAN CONSTRUCTION CO., a Minnesota limited liability company, on behalf of said entity. Notary Public 5 217569v1 CITY OF MONTICELLO By: Lloyd Hilgart, Mayor (SEAL) And: STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) Jennifer Schreiber, City Clerk The foregoing instrument was acknowledged before me this day of , 2021, by Lloyd Hilgart and by Jennifer Schreiber, the Mayor and City Clerk of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 LCMK 6 217569v1 EXHIBIT A Legal Description Of The Property A portion of Outlot C of the Monticello Business Center Plat in Section 14, Township 121 Range 25 as shown in Exhibit B. 217569v1 EXHIBIT B 2175690 (reserved for recording information) GRANT OF TEMPORARY CONSTRUCTION EASEMENT OCELLO LLC, a Minnesota limited liability company, hereinafter referred to as "Grantor", in consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF MONTICELLO, a Minnesota municipal corporation, hereinafter referred to as "City", its successors and assigns, temporary construction easements over, across, on, under, and through the land situated in the County of Wright, State of Minnesota, as legally described on the attached Exhibit "A" and the property and the access is depicted on the attached Exhibit "B" ("Temporary Easement Premises"). TO HAVE AND TO HOLD the same, unto the City, its contractors, agents, and servants, commencing upon execution of this document and expiring on December 31, 2022, together with the right of ingress to and egress from the temporary easement premises, for the purpose of constructing, reconstructing, inspecting, repairing, excavating, and maintaining a storm water pond. Grantor hereby grants the uses herein specified without divesting itself of the right to use and enjoy the above described temporary easement premises, subject only to the right of the City to use the same for the purposes herein 1 217559v1 expressed. As a condition of this temporary construction easement grant, the City shall, upon completion of construction and prior to termination, restore the ground surface of the temporary construction easement premises to its original condition so far as is reasonably practicable with the exception of any grade changes, bank sloping, ditching, fills, slope construction, cuts and any removal of earth, other materials, trees, and other vegetation. By accepting this right of access the City acknowledges that it is entering the subject property described herein at its own risk. This right of access grant is further subject to and conditioned upon the following: • City shall provide insurance coverage for Grantor and city's contractor shall list Grantor as additionally insured. • City shall pay Grantor for crop damage for a total sum of $25,600.00 The above named Grantor, for itself, its successors, and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee title of the above described easement premises; that it has the sole right to grant and convey the easement to the City; that there are no unrecorded interests in the easement premises; and that it will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantor hereto has signed this document this day of , 2021. GRANTOR: STATE OF MINNESOTA ) )ss. COUNTY OF WRIGHT ) Shawn Weinand of OCELLO LLC The foregoing instrument was acknowledged before me this day of 2 217559v1 , 2021, by and Notary Public This Document was drafted by: CAMPBELL KNUTSON, P.A. 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 217559v1 EXHIBIT "A" Legal description of the easement area: A portion of Outlot C of the Monticello Business Center Plat in Section 14, Township 121 Range 25 as shown in Exhibit B. 4 217559v1 EXHIBIT `B" 217559v1 MORTGAGE HOLDER CONSENT TO EASEMENT , which holds a mortgage on all or part of the property more particularly described in the foregoing Grant of Temporary Construction Easement, which mortgage was filed for record on , as Document No. with the office of the Wright County, Minnesota Recorder, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Grant of Temporary Construction Easement. Print Name: Title: STATE OF ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2021, by the a NOTARY PUBLIC THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNursoN Professional Association Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 Telephone: 651-452-5000 6 217559v1 day of , of City Council Agenda: 09/13/2021 2M. Consideration of authorizing staff to issue an RFP for preparation of Shovel Ready Certification Documentation/Studies for three City/EDA-owned Sites in Otter Creek Business Park Prepared by: Meeting Date: ❑ Regular Agenda Item Economic Development Manager 09/13/2021 ® Consent Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Engineer -Public Works Director, City Clerk /_N IfQ L11:410111*11tcp Motion to authorize issuing an RFP for preparation of Shovel Ready Certification documentation/studies for the three City/EDA-owned sites in Otter Creek Business Park. REFERENCE AND BACKGROUND The Minnesota Department of Employment and Economic Development (MN -DEED) offers Shovel -Ready Site Certification as a competitive tool for local communities. In Minnesota, Shovel Ready refers to sites that have had the necessary title work, surveys, studies, etc. completed and are under the legal control of the community or other third party. In general, the certification indicates to prospective buyers that the sites can be purchased without complications, thus allowing the City to compete at a high level for industrial development attraction and retention. For sites to be certified Shovel Ready, MN -DEED requires an application and a specific list of required documents to be submitted for review. The City of Monticello has previously completed Shovel -Ready Certification for three lots in the Otter Creek Business Park (OCBP). As part of the Community Energy Transition (CET) Grant awarded to the City in 2021, staff identified the goal of certifying three additional sites owned by either the City or the EDA. Once certified, these parcels will qualify for local, regional, and national industrial facility site searches which use the Shovel Ready documentation steps. To facilitate the certification process, City Council is asked to authorize staff to issue an RFP for the completion of studies and preparation of documents for submittal to the state. Staff intends to fund the process through the CET grant, which includes $50,000 designated for work activities related to preparation of Shovel -Ready Certification. If approved, the request for proposals will be posted on the City website as well as on the League of MN Cities website. The request will include asking the consultant to complete all necessary steps to submit a complete shovel ready application packet for the three separate City Council Agenda: 09/13/2021 sites owned by the City or EDA. The project deliverable goal is to enable the City to submit the prepared Shovel Ready Application with all required studies and completed documents to MN - DEED for final review and certification action. The completion date for this project is by the end of February 2022. Budget Impact: The budget impact may range from $25,000 to $55,000. Funding for this work activity will be sourced from the CET Grant as outlined in the original grant submittal and the Grant Contract between MN -DEED and the City executed in March 2021. II. Staff Workload Impact: Preparation of the RFP includes participation from the Community Development Director, the City Engineer/Public Works Director, and the Economic Development Manager. STAFF RECOMMENDED ACTION Staff recommends authorization to issue an RFP for completion of the documentation and/or studies required for Shovel Ready Certification of sites in Otter Creek Business Park (OCBP). Completing the Shovel Ready Certification process helps the City be more competitive in local, regional, and national site searches. SUPPORTING DATA A. RFP — Shovel Ready Certification for OCBP B. CET Grant Work Activity -Budget— Page 7 Request for Proposal (RFP) Shovel Ready Certification Application and Supporting Documentation for Industrial Sites in Monticello, MN Three Sites located in Otter Creek Business Park (OCBP) Monticello, Minnesota September 8, 2021 This Request for Proposal (RFP) is for work to complete the required documents and/or studies/assessments necessary to certify as "Shovel Ready" several industrial sites located in the City of Monticello, MN. Completing the Shovel Ready documentation and study steps is an important economic development tool allowing the City to compete at a high level in the arena of industrial development attraction and retention. The project goal is to certify the sites that are currently owned by the City and/or the City of Monticello Economic Development Authority (EDA) as Shovel Ready. In doing so, these parcels will qualify for local, regional, and national industrial facility site searches which use the Shovel Ready documentation steps. The City is seeking a completed turnkey, shovel ready application submittal packet for three separate sites owned by the City/EDA. The project deliverable goal is to enable the City to submit the prepared Shovel Ready Application and all required completed documents/studies to the Minnesota Department of Employment and Economic Development (MN -DEED) for final review and certification action. Upon completion of the process to certify the City's publicly owned sites as Shovel Ready, the City may also seek to engage several local landowners with the appropriate industrial zoning designations and encourage them to participate in the Shovel Ready documentation steps as well. Further information about this potential may be known by early 2022. MN -DEED has comprehensive information regarding the Shovel Ready Certification program on its website. The link is shown below: httas://mn.P-ov/deed/fzovernment/shovel-readv/shovel-readv/ A listing of the required Shovel Ready documents is shown below: 1. Alta Survey a. ALTA Survey Information — ASC 2005 b. ALTA Survey — ASC 2005 i. Table A options 1-6 & 11 2. Application a. Shovel Ready Application Spreadsheet 3. Building Permit — Site Review Process a. Action required and schedule of local site plan approval b. Action required for building permit application and approval 4. Community Profile — Quality of Life a. Current Community Profile (from MN -DEED) b. Quality of Life Information 5. Environmental and Historical Review a. Phase I Environmental Site Assessment - ASTM Standard E 1527-13 b. Phase II, if Recommended in Phase I — ASTM Standard E 1527-13 c. Historical Review of Site d. Identification of Wetlands via National Wetland Inventory (USFWS) e. Desktop review of Archeological/Cultural Resources (SHPO) f. Desktop review of Threatened and Endangered Species (DNR and FWS) 6. Geo -Technical Soil Tests a. Geo -Technical Soil Tests — ASTM Standard D 420 7. Maps a. Site Map b. Street Map indicating roads and site access c. Topographical Map 8. Ownership Control — Title Commitment a. Proof of Ownership or control — deed, option, or purchase agreement b. Title Commitment — 2006 ALTA Commitment Form 9. Site Information a. Site Information Matrix b. Survey Showing Existing and/or future rail extension (if applicable) c. Site Marketing Materials 10. Site Photos a. Aerial Photos — Site must have border -boundary line shown on the photo b. At Grade Site Photos 11. Utility Information a. Chemical profile of municipal water supply— Consumer Confidence Report N b. MPCA MS4 — (Small Municipal Separate Storm Sewer Systems) and SWPPP (Small Municipal Storm Water Pollution Prevention Plan - Requirements) c. SWPPP (Storm Water Pollution Prevention Plan d. Maps/drawing showing utilities 12. Zoning Ordinances a. Zoning Ordinances b. Zoning Maps The City of Monticello currently owns 3 parcels that it seeks to certify as shovel ready. The sites and parcel information are included as Exhibit B. of the RFP. Proposals should include the proposed cost and schedule required for completion of the certification documents/studies for each of the sites in the RFP. The Proposal should also identify staff and/or consultant services that will be involved in the work tasks as well as hourly rates. An initial Project Scope/Understanding meeting is required to be included within the proposals. The desired end -product will be separate Shovel Ready submittal packets (with all required documents -studies) for each site. The Minnesota DEED website contains a sample of all required supporting documents and or studies. The website link connecting to each sample document is shown below: Shovel Ready Document samples https://mn.gov/deed/government/shovel-ready/shovel- read City staff may also have access to some of the required documents and/or studies and can make those available to the selected RFP responder, as needed or requested, to complete the turnkey submittal packets. Examples of these documents include City land development and building permitting process and ordinances, the City ordinance regarding the Storm Water Pollution Prevention Plan (SWPPP) as well as City street and utility maps. The City is requesting end -product deliverables be in the following format: three (3) bound hard copy submittal documents and three (3) electronic USB drives (stick drives) for each separate site [a total of nine (9) bound documents and nine (9) USB (stick) drives]. If the selected RFP responder, in the process of completing the certification documents/studies and or steps, identifies a City consideration or action related to one or more of the sites, the RFP responder shall promptly notify the City of the action it believes would help rectify the issue and allow further work in completing the Shovel Ready documentation to proceed. The deadline for submittal of Shovel Ready Certification RFPs is Wednesday September 22, 2021 at 12:00 p.m. (Noon). The City reserves the right to reject any one and all RFP submittals due to price and/or adjust the scope of the RFP as needed. Questions about the RFP can be directed to: Jim Thares, Economic Development Manager, phone 763-271-3254 or by email at jim.thares(a)-ci.monticello.mn.us. 3 EXHIBITS Exhibit A. MN Shovel Ready Sites — Required Application Exhibits Exhibit B. Map of three sites in Otter Creek Business Park (yellow highlight) Exhibit C. Minnesota DEED Shovel Ready Coordinator Contact information ��rstsa MN Shovel Ready Sites — Required Application Exhibits A. Alta Survey a. ALTA Survey information required — ASC 2005 b. ALTA Survey — ASC 2005 i. Table A options 1-6 & 11 B. Application a. Application spreadsheet C. Building Permit — Site Review Process a. Action required and schedule of local site plan approval b. Action required for building permit application and approval D. Community Profile — Quality of Life a. Current Community Profile (from DEED) b. Quality of Life information E. Environmental and Historical Review a. Phase I Environmental Site Assessment — ASTM Standard E 1527-05 i. If recommended in Phase I: Phase II Environmental Site Assessment — ASTM Standard E 1527-05 b. Historical review of site C. Identification of wetlands via National Wetland Inventory (USFWS) d. Desktop review of Archeological/Cultural resources (SHPO) e. Desktop review of Threatened and Endangered Species (DNR and FWS) F. Geotechnical Soils Tests a. Geotechnical Soil Tests — ASTM Standard D 420 G. Maps a. Site Map b. Street map indicating roads and site access. C. Topographical map H. Ownership — Control —Title Commitment a. Proof of ownership or control — deed, option or purchase agreement b. Title Commitment — 2006 ALTA Commitment Form f. Site Information a. Site Information Matrix b. Survey showing existing and/or future rail extension (If applicable) C. Site Marketing materials Q J. Site Photos a. Aerial Photos — Site must have a border shown on photo b. At grade site photos K. Utility Information a. Chemical profile of municipal water supply — Consumer Confidence Report b. MPCA MS4 (Small Municipal Separate Storm Sewer Systems) and SWPPP (Storm Water Pollution Prevention Plan — Requirements C. SWPPP (Storm Water Pollution Prevention Plan — Requirements) d. Maps/drawings showing utilities Zoning Ordinances a. Zoning ordinances b. Zoning maps OCBP Shovel Ready Sites r' � CITY Of t- OI1t1Ce 0 1 in= 376ft N A September 8, 202 Map Powered By DataLink 1 A /["k Minnesota Department of Employment and Economic Development (MN -DEED) Shovel Ready Program Program Manager Contact Information F0ailing ARM st Nationc.l Bank Butilc)ing, y� hiftinnesota Street, Suite E Vit. F`'aul, NII 55101-1-3.7.1 Attn: David J. Heyer Phone: 651-259-7468 E-mail Address: 'David.J.Heyer@state.mn.us FY 21 C E.. -T &A'SY-ANJ- A-f)p PROJECT COSTS 6. What are the total project costs? $ 500,000 7. How much grant funding are you requesting from DEED (cannot exceed $500,000)? $ 500,000 8. Fill out the budget table below indicating the sources, uses, and amounts of all funds including DEED requests that will be used for costs as defined in this application. 9. How were these costs determined? Bids, consultant, historical reference? Consultant and City Staff 7 Date Funds Use of Funds Source of Funds were/will be (Activity) Amount(DEED, City, Coun , Private Committed Strategic Transition Plan $1901000 DEED March, 2021 Spey of identified 150,000 March, 2021 ED/industrial Sites DEED Financing model $45,000 DEED March, 2021 AUAR and other $75,000 Environmental studies DEED March, 2021 (Phase 1 and 2) of ED/industrial sites identified Predesign of utilities/roads $100,000 DEED March, 2021 for identified ED Sites Marketing Materials for new ED Sites and Loopnet $25,000 DEED subscription fees March 2021 Legislative & Resource Initiatives $1500 DEED March, 2021 9. How were these costs determined? Bids, consultant, historical reference? Consultant and City Staff 7 City Council Agenda: 09/13/2021 4A. Consideration of adopting Resolution 2021-70 approving the City of Monticello Economic Development Authority special benefit levy of $388,000 and accepting the preliminary EDA 2022 budget of $425,000. Prepared by: Meeting Date: ® Regular Agenda Item Finance Director 09/13/2021 ❑ Consent Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Economic Development Manager ACTION REQUESTED Motion to adopt Resolution 2021-70 approving the City of Monticello Economic Development Authority special benefit levy of $388,000 and accepting the preliminary EDA 2022 budget of $425,000. REFERENCE AND BACKGROUND On August 11, 2021, the EDA adopted its 2022 budget and HRA tax levy. The proposed HRA levy will be the seventh year of the special benefit levy. The HRA levy is limited to .0185% of the City's taxable market value, which is currently estimated at $2,100,005,550 for tax collection year 2022. The EDA recommended a levy consistent with the limit of .0185%. The proposed 2022 HRA levy is $388,000, an increase of $21,700 (5.9%) over the 2021 levy of $366,300. The City Council must approve or deny the HRA levy. E DA (H RA) Levy $400,000 $300,000 $200,000 $100,000 $0 2016 1 2017 1 2018 1 2019 1 2020 1 2021 1 2022 EDA (HRA) Levy, $280,000 1 $280,000 $323,000 $348,000 $355,000 $366,300 $388,000 In addition to approving the special benefit levy, the City Council is asked to accept the EDA's preliminary 2022 budget. The preliminary budget of $425,000 is an increase of $53,700 over the 2021 budget of $371,300. This increase includes increased personnel costs to better reflect the workload distribution of the Community Economic Development Coordinator as well as anticipated expenses related to ongoing workplan activities. City staff and the EDA expect several 2021 work plan activities to carry over into 2022, including redevelopment efforts on City Council Agenda: 09/13/2021 Block 52, marketing city or EDA -owned downtown properties, continuation of the Downtown Fagade Improvement Program, and strategic land acquisition to facilitate local development. While the EDA has specific authorities granted by state statute, the City Council retains several options to exercise oversite throughout the year. These include: 1. Filing of annual budget (required) 2. Joint meetings for purchase or sale of property 3. Presentation of annual Economic Development Activities report 4. Work Plan ratification (required) 5. Annual consideration for adoption of levy (required) The levy information must be adopted and provided to Wright County by September 30, 2021. The HRA levy is clearly identified on the tax statements as a separate levy. Final council adoption of the HRA levy, along with the city's levy, will occur on December 13, 2021. Budget Impact: Increases revenue by $21,700 from $366,300 to $388,000. II. Staff Workload Impact: None. STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2021-70 approving the City of Monticello Economic Development Authority special benefit levy of $388,000 and accepting the preliminary EDA 2022 budget of $425,000. SUPPORTING DATA A. Resolution 2021-70 B. Resolution EDA -2021-10 C. Preliminary 2022 EDA Budget CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-70 APPROVING A SPECIAL BENEFIT LEVY BY THE CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY WHEREAS, pursuant to Minnesota Statutes, Sections 469.090 to 469.1082, as amended (the "EDA Act"), the City of Monticello, Minnesota (the "City") previously established the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, pursuant to the EDA Act, the Authority is authorized to exercise all powers and duties of a housing and redevelopment authority under the provisions of Minnesota Statutes, Sections 469.001 to 469.047 (the "HRA Act"); and WHEREAS, Section 469.033, subd. 6, of the HRA Act permits the Authority to levy and collect a special benefit tax of up to .0185 percent of taxable market value in the City, levied upon all taxable real property within the City, WHEREAS, the special benefit tax levy authorized by Section 469.033, subd. 6 of the HRA Act is separate and distinct from the City's levy and is not subject to levy limits; and WHEREAS, the Authority has adopted a budget for fiscal year 2022 that provides for the levy of a special benefits tax in the amount of .0185 percent of taxable market value in the City, to be used for its economic development and redevelopment activities, and has submitted such budget to the City pursuant to Minnesota Statutes, Section 469.033, Subdivision 6; and WHEREAS, the Authority has adopted a resolution approving the levy of a special benefit tax in the amount of .0185 percent of taxable market value in the City, subject to approval of such special benefit tax by the City. NOW, THEREFORE, BE IT RESOLVED by the City Council (the "City Council") of the City of Monticello as follows: 1. The City Council of the City hereby accepts the budget submitted by the Authority for the fiscal year 2022. 2. The City Council of the City hereby approves the levy by the Authority of a special benefit tax pursuant to Minnesota Statutes, Section 469.033, Subdivision 6, in an amount not to exceed $388,000 with respect to taxes payable in calendar year 2022. Approved by the City Council of Monticello, Minnesota this 13th day of September 2021. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY RESOLUTION NO. 2021-10 AUTHORIZING THE LEVY OF A SPECIAL BENEFIT TAX PURSUANT TO MINNESOTA STATUTES, SECTION 469.033, SUBDIVISION 6 AND APPROVING A BUDGET FOR FISCAL YEAR 2022 WHEREAS, pursuant to Minnesota Statutes, Sections 469.090 through 469.1081, as amended, the City Council of the City of Monticello, Minnesota (the "City") previously created the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, the Authority is authorized to exercise all powers and duties of a housing and redevelopment authority under the provisions of Minnesota Statutes, Sections 469.001 to 469.047 (the "HRA Act"); and WHEREAS, Section 469.033, subd. 6, of the HRA Act permits the Authority to levy and collect a special benefit tax of up to 0.0185 percent of taxable market value in the City, levied upon all taxable real property within the City, to finance the Authority's economic development and redevelopment activities; and WHEREAS, the special benefit tax levy authorized by Section 469.033, subd. 6 of the HRA Act is separate and distinct from the City's levy and is not subject to the City's levy limits; and WHEREAS, the Authority desires to levy a special benefit tax in the amount of 0.0185 percent of taxable market value in the City; and WHEREAS, the Authority has determined to adopt a budget for fiscal year 2022 that provides for the levy of the special benefit tax in the amount of 0.0185 percent of taxable market value of property in the City, to be used for the Authority's economic development and redevelopment activities. NOW, THEREFORE, Be It Resolved by the Board of Commissioners (`Board") of the City of Monticello Economic Development Authority as follows: The Board hereby approves a budget of $425,000 (excluding TIF district and loan activity) for fiscal year 2022, including the levy of a special benefit tax in an amount not to exceed $388,000, subject to approval of such budget by the City Council prior to September 30, 2021. 2. Staff of the Authority is hereby authorized and directed to file the budget with the City in accordance with Minnesota Statutes, Section 469.033, Subdivision 6, and request that the City Council consider approval of the special benefits tax levy. MN190\101\737069.v1 3. There is hereby levied a special benefit tax pursuant to Minnesota Statutes, Section 469.033, Subdivision 6, in an amount not to exceed $388,000 with respect to taxes payable in calendar year 2022, contingent upon the approval of the City Council. 4. Staff of the Authority is hereby authorized and directed to take such other actions as are necessary to levy and certify such levy upon approval by the City Council. Approved by the Board of Commissioners of the City of Monticello Economic Development Authority this 11th day of August, 2021. Pr side Attest: MN190\10Ik737069.v1 2019 2020 2021 2021 2022 % EDA General EDA/HRA ACTUAL ACTUAL BUDGET THRU 8/31 BUDGET CHANGE 213-46301-410100 SALARIES, FULL TIME - REG $ 85,651 $ 92,453 $ 97,043 $ 57,651 $ 117,707 21.29% 213-46301-410200 SALARIES, FULL TIME - OT 182 206 - - 213-46301-410300 SALARIES, PART TIME - REG - 620 2,090 6,756 213-46301-411100 SEVERANCE PAY - 631 213-46301-411110 SEVERANCE BENEFITS 6,731 3,890 - - --- 213-46301-412100 PERA CONTRIBUTIONS 6,438 6,945 7,278 4,324 8,828 21.30% 213-46301-412200 FICA CONTRIBUTIONS 6,408 6,791 7,424 4,394 9,521 28.25% 213-46301-413100 HEALTH/DENTAULIFE INSURAN 19,181 16,054 22,363 10,414 24,166 8.06% 213-46301-413250 HSA CONTRIBUTIONS - 4,292 - 2,560 213-46301-413300 LIFE INSURANCE CONTRIBUTIONS 126 56 --- 213-46301-413400 DISABILITY INS CONTRIBUTIONS - 553 - 343 213-46301-415100 WORKERS COMP INSURANCE 2,538 2,260 3,489 2,222 3,715 6.48% 213-46301-421990 GENERAL OPERATING SUPPLIES 146 - 200 - 200 0.00% 213-46301-430300 PROF SRV - ENGINEERING FEE - 488 3,000 - 10,000 233.33% 213-46301-430400 PROF SRV - LEGAL FEES 22,103 17,318 19,700 5,197 22,000 11.68% 213-46301-430910 PROF SRV - MARKET MATCHING - - 9,500 - -100.00% 213-46301-431990 MISC PROFESSIONAL SERVICES 25,345 61,121 29,300 6,771 31,700 8.19% 213-46301-431991 MISC PROFESSIONAL SERVICES - PROPERTY h - - 3,000 --- 213-46301-431993 MISC PROFESSIONAL SERVICES - ECON DEV S - - - 7,073 10,600 --- 213-46301-432100 TELEPHONE STIPEND 780 780 780 390 780 0.00% 213-46301-432150 IT SERVICES 3,009 2,665 3,002 1,501 3,645 21.42% 213-46301-432200 MAIL & DELIVERY SERVICES 94 133 200 13 250 25.00% 213-46301-433100 TRAVEUTRAINING EXPENSE 1,884 1,348 1,700 975 1,800 5.88% 213-46301-434990 ADVERTISING 1,698 1,149 21,500 501 35,000 62.79% 213-46301-435100 LEGAL NOTICE PUBLICATION 207 106 600 - 600 0.00% 213-46301-436100 INSURANCE - LIABILITY/PROPERTY/VEHICLE 976 1,224 1,652 1,664 1,680 1.69% 213-46301-437100 PROPERTYTAXES 3,492 1,641 1,300 13,682 6,000 361.54% 213-46301-438100 UTILITIES - GAS/ELECTRICITY - 538 - 990 --- 213-46301-438200 WATER/SEWER 431 1,110 - 609 213-46301-440100 REPAIR & MTC - BLDG & SYSTEMS - - 5,840 - -100.00% 213-46301-440200 REPAIR & MTC - FACILITIES MAINTENANCE - - 6,500 --- 213-46301-443300 DUES, MEMBERSHIP & SUBSCRIP 5,291 5,796 9,850 4,996 9,850 0.00% 213-46301-461500 REDEVELOPMENT ACTIVITIES 10,572 14,571 123,208 - 109,667 -10.99% 213-46301-443990 MISCELLANEOUS OTHER EXP 3,286 301,172 1,685 6,834 1,035 -38.58% 213-46301-451010 LAND 58,619 - - - 213-46301-472030 OPERATING TRANSFER OUT 25,000 - - - --- 213-46601-443990 MISCELLANEOUS OTHER EXP - 190,000 TOTAL EXPENDITURES $ 290,062 $ 735,350 $ 370,614 $ 135,878 $ 425,000 14.677 2022 Monticello Preliminary HRA Tax Levy September 13, 2021 2022 Levy & Budget Information • Due to a decrease in market value of the Xcel Nuclear Generating Plant, the change in tax capacity is estimated at -0.7% • The 2022 -^HRA Levy is proposed to be $388,000 (+5.9%) and provides funding to the Monticello Economic Development Authority (EDA) • the 2022 EDA general fund budget is proposed to be $425,000 (+14.7%) The levy percentage increase is not the same as the property tax percentage increase. The levy's increase only compares the current year's levy amount to the upcoming levy amount; several additional factors impact your property tax increase. 2022 Tax Impacts A residential property with a taxable market value of $300,000 and a 5.7% market value increase would see an increase in HRA taxes of approximately $S (+13.4°/o). A commercial property with a taxable market value of $1,100,000 and a 0.01% market value increase would see an increase in HRA taxes of approximately $17 (+6.7%). 4W This addresses the HRA Levy's portion of the property's taxes; the city, county and school district also receive a portion of the total taxed amount. In addition, the tax increase will be more if the property increased in value more than average. 2022 EDA Budgeted Expenditures • Redevelopment efforts on Block 52 • Marketing city -owned and EDA -owned downtown property • Continuation of Downtown Facade Improvement Program • Strategic land acquisition to facilitate development • Other administrative costs Questions City Council Agenda: 09/13/2021 4B. Consideration to approve an Interim Use Permit to allow Extraction/Excavation of Materials in a B-3 and B-4 Districts. Applicant: City of Monticello Prepared by: Meeting Date: ® Regular Agenda Item Northwest Associated Consultants 09/13/2021 ❑ Consent Agenda Item (NAC) Reviewed by: Approved by: City Engineer/PW Director, Project City Administrator Engineer, Community Development Director REFERENCE AND BACKGROUND Property: Legal Description: Outlot A, Monticello Business Center 7th Addition and Outlot C, Monticello Business Center PIDs: 155227000010 and 155098000030 Planning Case Number: 2021-033 Request(s): Interim Use Permit to allow the extraction/excavation of material in a B-4 zoning district. Deadline for Decision: NA Land Use Designation: Community Commercial Zoning Designation: B-4, Regional Business (both parcels are currently zoned B-4) The purpose of the B-4, Regional Business District is to provide for the establishment of commercial and service activities which draw from and serve customers from the entire community or region. The Zoning Map detail below illustrates the location of the subject site. 1 Overlays/Environmental NA Regulations Applicable: City Council Agenda: 09/13/2021 �gend BASE ZONING DISTRICTS Residential Districts Business Districts — Low Residential Densities F—] B-1 A -O B-2 R -A 8-g R -t - 8-4 - CCD -- Medium Residential Densities CM3 Affordable Storage L T N Industrial Districts R-2 18C 0 R -PUD LM Monticello RV - 1-2 — High Residentrar Densities �A(+ J Swan River - R-3 L]Mi Monticello High School _ R-4 L_W_I Mills Fleet Farm _ M -H LJH_IRed Rooster -N_I Spaeth Industrial Park LTJ camping world OTHER CM3 Affordable Storage 0 Water L_M_I Autumn Ridge PODS L -MJ Rivertown Suites LM Monticello RV [MJ Deephaven c iMonticelloBusiness Center 8th L3J Monticello Commerce Center 6th Addition LTJ Edmonson Ridge Current Site Use: Agriculture Surrounding Land Uses: North: Commercial B-3/Agriculture East: Residential - PUD South: Commercial B-4/Residential R-3 West: Commercial 13-4/13-3 Project Description: Excavate up to 100,000 cubic yards of sand/aggregate materials and haul off-site. ANALYSIS: The applicant is seeking an Interim Use Permit (IUP) to conduct an excavation/extraction use over the next several months to remove up to 100,000 cubic yards of sand in a portion of the subject property, which is within the Chelsea Commons planning district. The proposed excavation would be coordinated with City objectives for the stormwater aspect of the Chelsea Commons Small Area Plan, currently in draft form and scheduled for formal review later this month. 2 City Council Agenda: 09/13/2021 The applicant indicates that they would scrape the topsoil from the excavation area and store it on the east side of the excavation site. The topsoil would be stabilized and seeded to minimize erosion from that location. The location of the topsoil pile may change slightly depending on approval from the property owner. The applicants plan to haul the sand material to a construction site in western Hennepin County. The City recently adopted an Interim Use Permit process to regulate temporary extraction of materials such as this. The IUP specifies the following terms for IUP consideration: 5.2 (F)(5) Extraction of Materials (a) All regulations in Title 8, Chapter 2 of City Code regarding excavations shall be met. (b) Plans shall be provided to illustrate how the land will be left in a useable condition upon cessation of extraction activities, shall prove that the finished grade will not adversely affect the surrounding land or future development of the site on which the mining is being conducted, and the route of trucks moving to and from the site. (c) The interim use permit authorizing the extraction of materials shall regulate: (i) The type(s) of material being mined on the site; (ii) A program for rodent control; (iii) A plan for fire control and general maintenance of the site; (iv) Controls for vehicular ingress and egress, and for control of material disbursed from wind or hauling of material to or from the site; (v) A calendar of specific dates when mining operations will be conducted, including specific beginning and ending dates; and (vi) The submission of a surety by the applicant in an amount determined by the Community Development Department to be equal to 100% of the value of the cost of restoring land whereupon mining is to occur and repairing the degradation of roadways used to transport soils. (d) On-site sales may be allowed as part of the interim use permit subject to all conditions established by the City Council to ensure the health, safety, and welfare of those visiting the site and of surrounding property owners. (e) For extraction of materials under this section within the B-3 and B-4 zoning districts, no such permit shall be issued except where: (i) The City has an interest in the subject property ownership; (ii) The City is conducting the extraction under a contract with the fee title owner or representative; or (iii) The City approves such a permit for another government agency and/or its contractor for a public project. 3 City Council Agenda: 09/13/2021 (f) In the B-3 and B-4 Districts, and at the City's sole discretion, the IUP under this section may include screening, concrete mixing, asphalt plant operation, or other activities utilizing the raw materials being extracted from the site, provided the City finds that no adverse impact on adjoining property use will occur, including, but not limited to, noise, odors, dust, or other particulate matter. (g) For the purposes of this section, mining or excavation shall mean solely the removal of minerals, including sand, stone, clay, gravel, or soil in quantities of more than 100 cubic yards, and hauling of said materials from the site. For quantities of less than 100 cubic yards, or for projects that extract and relocate the materials on the same project site regardless of quantity, administrative grading permits may be issued without need for an IUP. As a part of the application, the applicant has provided a proposed excavation operation that would begin as early as September 13, 2021, and last through the season until winter conditions made it impractical. However, the ordinance allowing Extraction of Materials as an Interim Use within the 6-3 and 6-4 Districts will not be published until September 16. As such, activities may not begin prior to that time and Exhibit Z Condition 4 has been modified accordingly. No other activities (such as concrete mixing, crushing, etc.) are planned for the project. Dust control has been addressed, including for the trucking element of the use, as well as for the topsoil storage. The applicants would access the site via Cedar Street on the west, from Dundas Road and Highway 25. One aspect of this request will be a return route for the trucks after loading —they cannot turn south onto Highway 25 from Dundas, so a return route must be planned that will avoid competition with other traffic or roadway improvements. The City Engineer should identify the appropriate route for out -bound trucks under load. The applicant has provided information on planning for rodent control and fire protection as a part of their amended application materials. Hours of operation are proposed to be 7:00 a.m. to 7:00 p.m., Monday through Saturday, consistent with City code allowances. A restoration plan for the excavated area is to be worked out with the City Engineers to accommodate the excavation requirements of the Chelsea Commons stormwater/lake facility. The purpose of an Interim Use Permit is to accommodate temporary land uses in the period before permanent use and development is to occur. In this case, the removal of the granular materials from the site is both a component of the City's Chelsea Commons project, as well as an important recovery of valuable materials for construction purposes to minimize longer hauls from farther distances. It is consistent with Wright County's aggregate materials policies to ensure capture of those materials before development makes their recovery impossible or impractical. 4 City Council Agenda: 09/13/2021 The primary issues relate to operational aspects of the use. In this case, the applicants will maintain access from Cedar Street, a commercial street, minimizing direct impacts to the residential areas east and south of the subject site. By limiting the hours of operation to the stated 7:00 a.m. — 7:00 p.m., the activities, and the attendant noise and lights, will be essentially a daytime occurrence. It is noted that there will be noise generated by the operation, including construction equipment, truck engine noise, and back-up alarms for the equipment. The intent of the IUP provision is to ensure that those impacts are limited to the hours and dates of the permit. Since the time of the Planning Commission review, staff have further evaluated the grading plan and would also recommend a setback for grading on the northerly property line. Staff would recommend a 20' setback from the adjacent property line for excavation. Slopes may begin at the 20' setback. No equipment use shall occur on the adjacent properties. The proposed excavation will support the creation of a regional stormwater pond in the area and the material removal will be used for construction projects consistent with the requirements of the IUP ordinance. PLANNING COMMISSION REVIEW AND RECOMMENDTION The Planning Commission reviewed the request and held a public hearing on this item on Tuesday, September 7, 2021. Planner Steve Grittman noted that haul route information was provided by the city's contractor. However, that route is not eligible for exiting the site as there is no left turn on TH25. As the applicant's filled trucks are intended to travel south, staff would recommend going north to Chelsea to then proceed south on TH25. Condition 2 addresses this requirement. The Planning Commission sought verification on the hours of operation. Planner Grittman indicated that the hours of operation are as specified in the City's ordinance and are provided as the maximum limits of operational hours. The Commission also inquired whether grading would occur in phases given the planning for Chelsea Commons. Staff confirmed that was likely. The Commission also noted that the exact location or shape as shown on the zoning map in the staff report may be adjusted as the grading continues but would be specific to the properties noted. The Commission asked about the contractor's site security. City Engineer/Public Works Director Matt Leonard confirmed that although the City did not specify for a perimeter fence, the grading of the stormwater pond area is required to maintain 3:1 slopes at the end of daily operations to reduce steep grades around the pond. 5 City Council Agenda: 09/13/2021 No public was present to address the Commission on the item. However, Mr. John Lundsten, owner of the adjacent property, sent an email noting reservation of comment or objection on the item. The Lundstens' mailed hearing notice was returned, and they did not receive notice until the day of the hearing. Staff have followed up with Mr. Lundsten to provide information on the Planning Commission for review and Council meeting so that he may comment should he choose. Following discussion, the Planning Commission recommended approval of the IUP in a 4-0 vote. Commission's motion included an amendment to Condition 6 to correctly identify Condition 4 rather than Condition 3 for operation limits. The revised conditions reflect this change, as well as the update to start of operations, and property setback. STAFF RECOMMENDED ACTION City staff recommends approval of the Interim Use Permit subject to conditions in the revised Exhibit Z and based on findings in said resolution. SUPPORTING DATA A. Resolution PC -2021-032, Interim Use Permit B. Aerial Image C. Applicant Narrative D. Routing Map E. Preliminary Grading Plan Z. Conditions of Approval EXHIBIT Z Interim Use Permit Outlot A, Monticello Business Center 7th Addition and Outlot C, Monticello Business Center PIDs: 155227000010 and 155098000030 Inbound trucks to the excavation site utilize the haul route shown in the submission materials, along Highway 25, to Dundas Road, to Cedar Street, to the site. 2. A return route is identified for loaded outbound trucks that avoids impacts to residential areas as approved by the City Engineer. 3. The applicant conducts only aggregate resource extraction, and attendant grading activities associated with that activity, and no other uses under this permit. 4. The operation extends from the date of ordinance publication r;+%CowneR -,,,+h +;^^, including any other permitting required to initiate the project, until October 31, 2022, or until the maximum excavation of 100,000 cubic yards of material per the plans submitted with this application, whichever comes first. Any further 0 City Council Agenda: 09/13/2021 excavation would require an amended IUP during this timeframe, or a new IUP if activity under this permit has terminated. 5. Topsoil pile location approved by the property and seeded and stabilized per the City Engineer's requirements. 6. The operation is limited to 7:00 a.m. — 7:00 p.m., Monday through Saturday for the period noted in condition 3 4. 7. The applicant enters into a development agreement securing the conditions of the permit as described in the application, including setback, and the City Councils approval of the IUP and provides all of the securities required by that agreement. 8. Comments and conditions identified by the City Engineer, and other City staff. 7 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. PC -2021-32 RECOMMENDING APPROVAL OF AN INTERIM USE PERMIT FOR EXCAVATION OF AGGREGATE MATERIAL. PIDs: 155227000010 and 155098000030 WHEREAS, the applicant is proposing to extract aggregate materials for a construction project and haul said materials off site from an existing undeveloped parcel at the above Parcel IDs; and WHEREAS, the subject property is zoned B-4, Regional Business, in which the proposed use is allowed through a Interim Use Permit; and WHEREAS, the proposed use and site improvements, subject to the conditions identified in Exhibit Z of the applicable staff report for September 7, 2021, are consistent with the intent for the Interim Use requirements and the City's land use objectives for the site; and WHEREAS, the excavation would be consistent with the City's Comprehensive Plan in supporting the eventual use of the site as a joint stormwater amenity, as laid out in the 2040 Comprehensive Plan and the subsequent Chelsea Commons Small Area Plan; and WHEREAS, the extraction and use of the aggregate materials for road -building and related construction activities is consistent with both County and State policy for recovery of such materials before development; and WHEREAS, the Planning Commission held a public hearing to consider the matter at its regular meeting on September 7, 2021 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval, pursuant to the conditions identified by staff and others: 1. The proposed Interim Use is consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed use will meet the requirements of the Monticello Zoning Ordinance. 3. The proposed use will not create undue burdens on public systems, including streets and utilities. 4. The proposed use will not create substantial impacts, visual or otherwise, on neighboring land uses, other than temporary impacts common to most construction projects on developable land. 5. The proposed use is found to be consistent with the proposed and planned land uses in the area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota that the proposed Interim Use Permit is hereby recommended for approval, with the following conditions: 1. Inbound trucks to the excavation site utilize the haul route shown in the submission materials, along Highway 25, to Dundas Road, to Cedar Street, to the site. 2. A return route is identified for loaded outbound trucks that avoids impacts to residential areas as approved by the City Engineer. 3. The applicant conducts only aggregate resource extraction, and attendant grading activities associated with that activity, and no other uses under this permit. 4. The operation extends from the date of City Council authorization, including any other permitting required to initiate the project, until October 31, 2022, or until the maximum excavation of 100,000 cubic yards of material per the plans submitted with this application, whichever comes first. Any further excavation would require an amended IUP during this timeframe, or a new IUP if activity under this permit has terminated. 5. Topsoil pile location approved by the property and seeded and stabilized per the City Engineer's requirements. 6. The operation is limited to 7:00a — 7:00p, Monday through Saturday for the period noted in condition 4. 7. The applicant enters into a development agreement securing the conditions of the permit as described in the application and the City Councils approval of the IUP, and provides all of the securities required by that agreement. 8. Comments and conditions identified by the City Engineer, and other City staff. ADOPTED this 7t" day of September, 2021, by the Planning Commission of the City of Monticello, Minnesota. 2 MONTICELLO PLANNING COMMISSION By: ¢ P I Konsor, Chair TTEST: Angela Sch a n Community Development Director m 16 In is J�H Ti L� J L�.�JLI. 1111 1 I ^rF� {. El X El • '•� �' � � � ���' moa ra�l� I I ❑ ❑-vo 4• /� �] 1 1 1 1 IQ :ie * ❑ ` f �� — -- \ `. 1 1 1 �' rr�•IC f I� /.: .��.- � —� ' ,� 1 1 1 1 1 1 I I I 1.1-I 1 - r HOFFMAN CONSTRUCTION 123 CTH A Black River Falls, WI 54615 Phone (715) 284-2512 Fax (715) 284-9698 www.hoffmanconstructionco.com Mathew Leonard City of Monticello 505 Walnut St #1 Monticello, MN 55362 RE: Monticello Grading C(i)- Types of material being mined on site HCC will be excavating select granular material from the site located between Dundas RD and School BLVD, to the west of Edmonson Ave NE and East of SH 25 S C(ii)- Rodent Control Program HCC will monitor area for signs of rodents in the area, also mitigate means that may attract rodents. C(iii)- Fire Control/General Maintenance HCC will have fire extinguishers in all equipment, fire extinguishers will be monitored with monthly inspections. If there is a fuel cell located onsite it will be double walled as a preventative measure on puncturing the tank creating a fuel leak. All containers are to be labeled with combustible liquids stored in them with the type of accelerant. C(iv)- Construction Entrances/ Fugitive Dust Control 2573.3 (K)- Construction Requirements Construction Exit Controls. HCC will construct egress and ingress in accordance to MNDOT 2018 Standard 2573.3 (K)- Select exit controls from the following list of stabilized construction exits include: Slash mulch, crushed rock, temporary paving, reinforced geotextile, sheet pads, floating road, timber pad, rumble pad. See attached for details. HCC will provide BMP's to help prevent fugitive dust from occurring during construction activities. C(v)- Schedule HCC will be looking at starting operations September 13"' 2021, we anticipate work until winter shut down approximately December 1St 2021. Work commencing April l St 2022 will be discussed prior to start. C(vi)- Surety See below. Pg. 3-4 Hoffman Construction Company Is An Equal Employment Opportunity Employer. HOFFMAN CONSTRUCTION r. 123 CTH A Black River Falls, WI 54615 Phone (715) 284-2512 Fax (715) 284-9698 www.hoffmanconstructionco.com C(vii)- Hours of Operation HCC would be operational within the active construction zone from the hours of 7A.M. — 7P.M. Monday through Saturday. Monticello, MN Code of Ordinances 130.09 (C.3) C(viii)- Location of Topsoil Stockpile See below for location. Pg. 6 C(ix)- Restoration/Stabilization- Once topsoil pile is complete, HCC will install temporary stabilization on the stock pile to allow vegetation to germinate on the stockpile. The active work zone will be hydro mulched once temperatures effect operations. C(x) Site Intentions HCC will limit operations to excavation of select granular within the work zone. C(xi)- Trucking Routes See below. Pg. 8-9 Best Regards, Colton Tretsven Hoffman Construction Company Is An Equal Employment Opportunity Employer. 9/1/21, 8:52 AM Independence, MN to 4013 Cedar St, Monticello, MN 55362-4524 Directions - MapQuest YOUR TRIP TO: Scan this QR code for a1* v 4013 Cedar St, Monticello, MN 55362-4524 directions on your mobile device: 30 MIN I 23.6 MI R Est. fuel cost: $1.85 Trip time based on traffic conditions as of 8:52 AM on September Print a full health report of your car with HUM 1, 2021. Current Traffic: Light vehicle diagnostics (800) 906-2501 QV 1. Start out going northeast on County Road 92/County Hwy -92 toward Lake Sarah Rd. Then 0.25 miles 0.25 total miles 2. Turn left onto County Road 92/County Hwy -92. Continue to follow County Hwy - 92. If you are on Lake Sarah Rd and reach Valley Rd you've gone about 0.4 miles too fa r. Then 3.50 miles 3.74 total miles 3. Turn left onto State Highway 55/MN-55. Continue to follow MN -55. ` I MN -55 is 0.4 miles past IN Lake Sarah Dr. If you are on Dogwood St and reach 69th Ave you've gone about 0. 1 miles too far. Then 11.22 miles 14.96 total miles 4. Turn slight right onto Highway 25/MN-25. Continue to follow MN -25. MN -25 is 0.2 miles past 3rd Ave. Then 8.52 miles 5. Turn right onto Dundas Rd. Dundas Rd is 0.2 miles past School Blvd. Then 0.06 miles 23.48 total miles 23.54 total miles 14 6. Take the 1 st right onto Cedar St. If you reach Edmonson Ave you've gone about 0.2 miles too far. Then 0.02 miles 23.56 total miles ® 7. 4013 Cedar St, Monticello, MN 55362-4524. 4013 CEDAR ST is on the left. If you reach School Blvd you've gone about 0.2 miles too far. M Save to My Maps https://www.mapquest.com/directions/list/l /us/mn/independence-282091338/to/us/mn/monticello/55362-4524/4013-cedar-st-45.290124,-93.802281 1/2 9/1/21, 8:52 AM Independence, MN to 4013 Cedar St, Monticello, MN 55362-4524 Directions - MapQuest Use of directions and maps is subject to our Terms of Use. We don't guarantee accuracy, route conditions or usability. You assume all risk of use. ISilver Creek Lake Maria ' 4EIRtRiver State Park Monticellll'o �� ry h JI 40131Cedar t Mo icello, 55362- Nevy County 4524 Park- Albertville r Maple Lake ( .t X. St. Michael VPRogers #i Buffalo Crow..Hassan Rassat Park Reserve f nd Marysville Corcoran Greenfield WWAverly Montrose Lake R ecca Park Re erve Delano F M E t Independeno � ;Orris T Baker 12 Park�eserve f s- https://www.mapquest.com/directions/list/1 /us/mn/independence-282091338/to/us/mn/monticello/55362-4524/4013-cedar-st-45.290124,-93.802281 2/2 w � 1 r�rl• WAN CHELSEA ROAD 'tr4 at, .W. 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DATE: 09/02/2021 CHELSEA COMMONS GRADING EXHIBIT W 1 � r 1 f �,- r� ROAD -------------- 41 Fr nn I1 1� i.�►w i !� ® ' ,.� ■ iii 966.0 y�' •`.. lbw IWO,i 64.10± - - - - - - -��- PROP FF r all 1 PROP FF l 63.80± y r oil' I •All PROPFF f y64.30+ - Mimi Nor tv hw- ry ET FF 64.3 EXIST FF 64.9 ~ r �_ � � PROP FF ' I W 1IF XISTC I 1 64.05±LLI I , f 64.15 ; - t i XN EXIST FF 63.7 EXIST FF 64.8 'CLL i EXIST FF 63.3 EXIST FF 64.7 7 '�� w_`/ l- F�.� I I f i l ` !_ � 1 -` • LO f , { 0) rz TTC • �. �.I WN 011Y 1,- 66.54 I IT -1 PROP FF 63.93± 63.86± 4 `� PROPFF i _ , 64.05±Ij { 9 PROP FF, i 60.96± `.I 30' wide access �` - ^� ' �� .��4 No grading with in 20 964 OT North property line RETAINING WALL ' All construction "� 1 HEIGHT VARIES 2 TO 4 FEET +. ' N w �, ��h o ! -' _ +• Vii- 1 I activity must stay 5 g o!fi I r south of property line �� r� f _ - ~.- -- I • ' i ti !. All } ,/f` - -` I !_I co OP FF ti � ,_ Ae r rn co ; 1 + } . 62.89_ �= ��: �'ti � •� f. � '� j � PROP FF ._.. ;' _ _ PROP FF � I Existing driveway to ti' `ti ry 65.72± PROP FF 65.19± be used67.04± ��. � �; ��• :�;, � � PROP FF ; TC °j f 65.70± t; " j 63.20 P OP FF �L. ' 7,w i { i _=', } I 61.66±= '-- /: �� y PROP FF PROP FF a PROP FF ` f,r'' `S' 1. 66.34± • • 65.07± ,I s 64.25± + PROP FF PROP F i QD �* •� -� •. � � _ - � _ 65.48± � � � i TC (� TC - 58.53± 66.01 . _ Approx. 9 acre . grading area e k PROP FF 966 PROP FF I PROP FF 65.87± I 65.79± PROP F 64.11± 1 66.23± ! No construction �- ��' EXIST FF 64.0 / "f _ - activity within the I powerline easement unless approved by FF / PROP FF the city ± _ 96 �--- - _ PROP FF 61.43± 66.41±cP I 1 PROP FF PROP FF 65.77± ; 67.44± g _ 41 `Al Hill 96 E i 963 �. TC PROP FF N _ , t ._..__.,,� 65.11± �. , ,,PROP FF ; 61.88 ti 0 1 . � � °� n r-�r.-tit:.,.r-..: �66.45± Nil J _' • f / / • t�•� 964 Cut/Fill Summary Name Cut Factor Fill Factor 2d Area Cut Fill Net EG -FG VOLM.ESMT-N 1.00 1.00 82769.15 Sq. Ft. 55480.38 Cu. Yd. 0.00 Cu. Yd. 55480.38 Cu. Yd.<Cut> Totals 82769.15 Sq. Ft. 55480.38 Cu. Yd. 0.00 Cu. Yd. 55480.38 Cu. Yd.<Cut> Cut/Fill Summary Name Cut Factor Fill Factor 2d Area Cut Fill Net EG -FG VOLM.ESMT-S 1.00 1.00 30043.08 Sq. Ft. 20447.60 Cu. Yd. 0.00 Cu. Yd. 20447.60 Cu. Yd.<Cut> Totals 30043.08 Sq. Ft. 20447.60 Cu. Yd. 0.00 Cu. Yd. 20447.60 Cu. Yd.<Cut> Cut/Fill Summary Name Cut Factor Fill Factor 2d Area Cut Fill Net EG -FG VOLM 1.00 1.00 3530247.15 Sq. Ft. 432306.91 Cu. Yd. 64610.47 Cu. Yd. 367696.44 Cu. Yd.<Cut> Totals 3530247.15 Sq. Ft. 432306.91 Cu. Yd. 64610.47 Cu. Yd. 367696.44 Cu. Yd.<Cut> WSb SCALE: N.T.S. DATE: 09/02/2021 PROP FF N, 67.40± PROP FF c - _ I 62.48± rj 5 PROP FF' �65.28± 66.60 PROP FF \ i �j �\ _ -K.- W-. e PROP FFA It �`� 60.881 j CHELSEA COMMONS GRADING EXHIBIT City Council Agenda: 09/13/2021 4C. Consideration of adowine Resolution 2021-65 and Ordinance No. 763 for rezonine to Stony Brook Village Planned Unit Development, Resolution 2021-66 approving the Final Stage PUD for Stony Brook Village and Resolution 2021-67 approving the Final Plat and Development Agreement for Stony Brook Village. Applicant: Mark Elliot Homes Prepared by: Meeting Date: ® Regular Agenda Item Community Development Director/NAC 09/13/2021 ❑ Consent Agenda Item Reviewed by: Approved by: Project Engineer, City Attorney City Administrator ACTION REQUESTED Decision 1: Rezoning to Planned Unit Development for Stony Brook Village Motion to adopt Resolution 2021-65 and Ordinance No. 763 approving rezoning of the legally described parcel to Stony Brook Village Planned Unit Development. Decision 2: Final Stage PUD for Stony Brook Village Motion to adopt Resolution No. 2021-66 approving the Stony Brook Village final stage PUD, subject to conditions in Exhibit Z and based on findings in said Resolution. Decision 3: Final Plat & Development Agreement for Stony Brook Village Motion to adopt Resolution No. 2021-67 approving the Stony Brook Village final plat, subject to conditions in Exhibit Z and based on findings in said Resolution. REFERENCE AND BACKGROUND Property: Legal Description: Unplatted PID: 155-500-101402 Planning Case Number: 2021-014 Request(s): Final Plat/Rezoning from R-2, Single and Two -Family Residence District to PUD, Planned Unit Development District/Final Stage PUD Deadline for Decision: July 23, 2021 (60 -day deadline) applications extended to September 21, 2021 (120 -day deadline) Land Use Designation: Mixed Density Residential Zoning Designation Overlays/Environmental Regulations Applicable: Current Site Uses: Surrounding Land Uses: Project Description ANALYSIS: Final Plat City Council Agenda: 09/13/2021 R-2, Single and Two -Family Residence District NA Vacant North: Vacant Land, Single Family Residential (R-2) East: Vacant Land (R-3) South: Existing Single -Family Residential (B-3) West: Single Family Residential (R-1) The applicant proposes to plat the property with a public street, developing 14 two-family buildings (total of 28 units). The plat creates a series of 28 building lots, each 45 feet in width by 82 feet in depth, in a paired configuration, consistent with the approved preliminary plat. The building lots are surrounded by a common area lot owned and maintained by a Homeowner's Association. The plat includes right of way dedication for Elm Street, as well as a portion of undedicated 7th Street in the southwest corner of the site. The revised plat meets the City Engineer's requirement for additional right of way width on Elm Street to meet collector route standards. The applicant has not shifted the building/lot locations around the cul-de-sac to minimize the siting of buildings 9 & 10 behind adjoining structures per Exhibit Z for the preliminary plat and development stage PUD. However, staff has reviewed the revised plans and finds that the proposed design is compliant with required building setbacks and therefore acceptable as proposed. The plat labels the internal public street as "Stony Brook Circle." As the City follows Wright County's naming convention for street addressing, it is likely that the plat will require revision for renaming consistent with County grid requirements. The plat continues to show a discrepancy in the legal description along the west boundary adjacent to the single-family neighborhood. The final plat sheet recognizes that the legal is still subject to resolution, with no legal description included. Review of the plat has been based on the legal description included with the applicant' submitted title commitment. Staff's understanding is that the applicant continues to work on the title issues to accurately detail the plat boundary. The discrepancy is required to be resolved by the applicant and the City Council Agenda: 09/13/2021 County Surveyor during formal County plat review and continues as a condition of approval. At that time, the applicant is required to provide the city with an accurate legal description and updated title commitment. Land Use & PUD Zoning The proposed project density is consistent with the Monticello 2040 guided "Mixed Density Residential" designation. The designation is intended to encourage a wide range of housing types, densities and residential development between 8-25 units per acre. The proposed density for this project is below the guided range and the location of the site relative to the mix of adjacent densities and uses results in an ideal transition within the area in both unit style and density. The 4.1 unit/acre project density is also below the 6.2 units/acre range allowable in the current R-2 zoning district. The proposed PUD incorporates the following flexibilities, which are met with enhancement in site landscaping and building design: (1) accommodate the additional length of the cul-de-sac street (just over 700 feet); (2) accommodate building lots that do not have direct frontage on a public street, but rather rely on access across a common lot owned by an HOA. In regard to the HOA, Exhibit Z includes conditions which require that the association documents specify for individual versus common maintenance, as well as expectations for allowable accessory uses. These documents will be subject to the review of the City Attorney. The Planning Commission held a public hearing on the rezoning of the parcel to planned unit development in July with the preliminary plat and development stage PUD. The Planning Commission recommended approval of the rezoning to PUD unanimously. Council now acts on the rezoning with the final plat and PUD request. The ordinance for rezoning of the site to planned unit development establishes the uses and standards for the project as provided in the submitted plans, subject to Exhibit Z. Building Design The applicant has provided final stage PUD building plans, including both exterior elevations and floor plans. The final stage PUD submittals detail use of primarily vinyl materials on the building exterior. Stone treatments and some LP siding enhancements are also shown. In discussions with staff, the applicant had previously indicated use of LP siding as a primary material, although that was not detailed in prior plans. With the development stage PUD consideration, the following statement was included within the staff report: City Council Agenda: 09/13/2021 Building Size & Materials The building plans submitted illustrate a mix of design styles in a vinyl product. However, the applicant has indicated that building materials are proposed to include a mix of LP lapped siding and stone wainscot on the main level, with a mix of LP board and batten and shakes on the upper front -and rear facing gables. Side and rear wall materials are shown as lapped siding. The proposed elevations present a significant level of detail and reflect the enhanced design required as part of a PUD. The LP siding is a superior product to vinyl, which is shown on the original version of the plan submission. The applicant has indicated that LP would be used, and the plans would be revised as a part of the final PUD plan set. The developer is proposing final stage PUD elevations as shown. Staff would suggest to the City Council that additional LP siding be considered consistent with the development stage PUD staff report language. This additional LP siding requirement is therefore included within the Exhibit Z for approval. Pedestrian Circulation A revised preliminary plat sheet has been provided illustrating the following as recommended by the PARC: • A 10' bituminous pathway along Elm Street • A 6' concrete sidewalk along one side of the internal street The applicant will be required to verify details related to the required pathway and sidewalk per city standards per the City Engineer. Landscaping The landscaping plan has been revised for compliance with west and south buffer requirements. The applicant has also provided a detailed individual unit planting plan. The unit plan specifies for 5' x 8' patios, with arbor vitae screening between patio areas. As noted in the preliminary plat review, the landscaping plan also addresses the loss of the single specimen tree on site, a large Sugar Maple in the northeast corner of the site, listed at 46 inches in diameter. The landscaping plan detail tabulations should be revised to note the loss and replacement, however. Development Agreement and Finance Plan A development agreement and finance plan for the Stony Brook Village project has been prepared, outlining the terms and conditions of approval and project development, as well as the necessary fees and securities for the development. The development agreement requires City Council Agenda: 09/13/2021 that the internal public street and all other public improvements, including utilities and pathway facilities, meet city standards. The development agreement notes that as a PUD, it is the plans approved with the Final Stage PUD (subject to conditions) which take precedence in application of design standards. Therefore, the applicant's final stage plans, including those floor plans, elevations, and landscaping plans define the applicable development standards for the development. 1. Budget Impact: None. The applicant is required to submit escrows to cover the costs for plan review and inspection at both the planning and project stages. 2. Staff Workload Impact: Both in-house and consulting staff have reviewed the application and revised submittals in preparation for the staff report and supporting documents. 3. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan guides the subject site as Mixed Density Residential. The Monti2040 Plan specifically cites this designation as an opportunity for development projects which respond to the surrounding land uses, the specific parcel size, and the scale of neighborhood. In addition, the Plan supports a full -range of housing types to accommodate life- cycle housing options. STAFF RECOMMENDED ACTION City staff recommends approval of the Final Plat, Final Stage PUD, rezoning to PUD and development agreement for Stony Brook Village, with the conditions noted in Exhibit Z, and as referenced in the accompanying resolutions. The project is consistent with the land use plan and zoning for the site. The proposed project provides an appropriate level of transition in densities and unit styles for the existing and proposed land uses in the area. As a proposed PUD, the project offers enhanced architectural detail in the home design and site layout, as well as an enhanced landscaping plan for the site. SUPPORTING DATA A. Ordinance No. 763, Draft B. Resolution 2021-065, Rezoning C. Resolution 2021-066, Final Stage PUD D. Resolution 2021-067, Final Plat and Development Agreement E. Resolution PC -2021-022, Recommending Rezoning F. Aerial Site Image G. Applicant Narrative H. Certificate of Survey I. Final Plat City Council Agenda: 09/13/2021 J. Preliminary Plat K. Revised Civil Plans, including: a. Preliminary Plat b. Grading, Drainage & Erosion Control c. Utility Plan d. Civil Details e. Tree Preservation Plans f. Landscaping Plan g. Landscaping Notes L. Colored Elevations, Development Stage M. Elevations & Floor Plans, Final Stage N. City Engineer's Letter, dated August 17t', 2021 O. Development Agreement P. Finance Plan Z. Conditions of Approval EXHIBIT Z Conditions of Approval Stony Brook Village Final Plat, Final Stage PUD 1. Submission of plans illustrating additional use of LP siding materials on the building exterior, specifically the front facade. 2. Plat addressing is subject to City review and comment. 3. Revise the landscaping plan to accurately detail Specimen Tree loss replacement required by city ordinance. 4. Address the discrepancy in west lot line location to the satisfaction of the County Surveyor as a part of the Plat recording process. 5. The applicant provide the city with a final accurate legal description for the plat and updated title commitment. 6. Compliance with the terms of the City's engineering staff letter dated August 17th, 2021. 7. Association documents are subject to the review and comment of the City Attorney and shall provide for individual and common maintenance responsibilities, as well as accessory structure allowances. 8. The applicant enters into a development agreement as a condition of Final Plat and Final PUD approval. 9. The applicant enters into a stormwater maintenance agreement as a condition of Final Plat and PUD approval. 10. Comments and recommendations of other staff and City Council. ORDINANCE NO. 763 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY AMENDING THE TEXT AND ZONING MAP, ESTABLISHING THE STONY BROOK VILLAGE PUD DISTRICT, AND REZONING THE FOLLOWING PROPERTY FROM R-2, SINGLE AND TWO-FAMILY RESIDENTIAL DISTRICT TO STONY BROOK VILLAGE PLANNED UNIT DEVELOPMENT DISTRICT: BLOCK 1, LOTS 1-29, STONY BROOK VILLAGE I�.►��i�'I��I�I��[�►��1��:►��1i�'L�1yi�I�1►�i�[����1:►�:a �'1�1:7�7_�lP► �� Section 1. Section 3.8, Planned Unit Development Districts, of the Zoning Ordinance of the City of Monticello is hereby amended to add the following: (13) Stony Brook Village PUD District (a) Purpose. The purpose of the Stony Brook PUD District is to provide for the development of certain real estate subject to the District for two-family residential land uses. (b) Permitted Uses. Permitted principal uses in the Stony Brook PUD District shall be two-family residential uses as found in the R-2 Single and Two -Family Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated August 23rd, 2021, and development agreement dated August 23rd, 2021, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Stony Brook PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-2, Single and Two -Family Residential District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, exterior building materials or colors, lot coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning ORDINANCE NO. 763 Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from A -O, Agricultural Open Space to R-1, Single Family Residence District: PID NUMBERS: 155-500-101402 Lots to be plated as BLOCK 1, LOTS 1-29, STONY BROOK VILLAGE Section 2. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this 13th day of September, 2021. ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Lloyd Hilgart, Mayor 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-65 APPROVING AN AMENDMENT TO THE ZONING ORDINANCE AND MAP, CREATING THE STONY BROOK VILLAGE PUD DISTRICT, AND REZONING THE SUBJECT PROPERTY TO STONY BROOK VILLAGE PLANNED UNIT DEVELOPMENT DISTRICT WHEREAS, the subject site consists of unplatted property along Elm Street, currently zoned R-2, Single and Two -Family Residence District; and WHEREAS, the applicant has submitted a request to plat said property into 28 residential building lots and one common lot under a PUD; and WHEREAS, the site is guided for medium density residential uses under the label Mixed Neighborhood in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed PUD falls below the densities prescribed in the Comprehensive Plan, but create positive density transition between the adjoining single family and other higher density property in the area; and WHEREAS, the Planning Commission held a public hearing on July 6th, 2021 on the rezoning to PUD application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has recommended approval of the rezoning to Stony Brook Village PUD; and WHEREAS, the City Council of the City of Monticello has considered all of the comments and the staff report of August 23rd, 2021, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The Rezoning provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to appropriate residential densities for the area. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-65 2. The proposed improvements on the site under the PUD Zoning are consistent with the needs of the development in this location as a mixed residential area. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The PUD flexibility for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the that the Monticello City Council approves the creation of the Stony Brook Village PUD District and rezoning of the subject property to Stony Brook Village PUD District. ADOPTED this 13th day of September, 2021, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL IN 2 Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-66 APPROVING A FINAL STAGE PLANNED UNIT DEVELOPMENT FOR STONY BROOK VILLAGE, A RESIDENTIAL SUBDVISION WHEREAS, the subject site consists of unplatted property along Elm Street in the R- 2, Single and Two -Family Residential Zoning District; and WHEREAS, the applicant has submitted a request to plat said property into 28 two- family unit lots and one common lot, along with public street dedication and other features, under a PUD; and WHEREAS, the site is guided for medium density residential uses under the label Mixed Neighborhood in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long-term use and development of the property for industrial uses; and WHEREAS, the proposed PUD falls below the densities prescribed in the Comprehensive Plan, but create positive density transition between the adjoining single family and other higher density property in the area; and WHEREAS, the Planning Commission held a public hearing on July 6, 2021 on the Development Stage PUD application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission recommended approval of the Development Stage PUD for Stony Brook Village; and WHEREAS, the City Council approved the Development Stage PUD with conditions at its regular meeting of July 26, 2021; and WHEREAS, the City Council of the City of Monticello has considered all of the comments and the staff report of August 23rd, 2021, which are incorporated by reference into the resolution; and The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to a low to medium density residential use. The proposed improvements on the site under the Plat are consistent with the needs of the development in this location as a mixed residential area. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-66 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The development and building designs successfully fulfill the intent of the City's development plans and regulations. 5. The flexibility from Subdivision Regulations in the Plat for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the City Council hereby approves the Final Stage Planned Unit Development for Stony Brook Village, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Plat addressing is subject to City review and comment. 2. Revise the landscaping plan to accurately detail Specimen Tree loss replacement required by city ordinance. 3. Address the discrepancy in west lot line location to the satisfaction of the County Surveyor as a part of the Plat recording process. 4. The applicant provide the city with a final accurate legal description for the plat and updated title commitment. 5. Compliance with the terms of the City's engineering staff letter dated XX, 2021. 6. Association documents are subject to the review and comment of the City Attorney and shall provide for individual and common maintenance responsibilities, as well as accessory structure allowances. The applicant enters into a development agreement as a condition of Final Plat and Final PUD approval. The applicant enters into a stormwater maintenance agreement as a condition of Final Plat and PUD approval. 9. Comments and recommendations of other staff and City Council. ADOPTED this 23rd day of August, 2021, by the City Council of the City of Monticello, Minnesota. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-66 MONTICELLO CITY COUNCIL Is ATTEST: Jennifer Schreiber, City Clerk Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-67 APPROVING A FINAL PLAT & DEVELOPMENT AGREEMENT FOR STONY BROOK VILLAGE, A RESIDENTIAL SUBDVISION WHEREAS, the subject site consists of unplatted property along Elm Street in the R- 2, Single and Two -Family Residential Zoning District; and WHEREAS, the applicant has submitted a request to plat said property into 28 two- family unit lots and one common lot, along with public street dedication and other features, under a PUD; and WHEREAS, the site is guided for medium density residential uses under the label Mixed Neighborhood in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long-term use and development of the property for industrial uses; and WHEREAS, the plat will comply with the required policies and requirements of the Subdivision Ordinance, contingent on conditions noted in this resolution and upcoming Final Plat review comments; and WHEREAS, the Planning Commission held a public hearing on July 6t", 2021 on the Preliminary Plat application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council approved the Preliminary Plat with conditions at its regular meeting of July 26, 2021; and WHEREAS, the City Council of the City of Monticello has considered all of the comments and the staff report of August 23rd, 2021, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to a low to medium density residential use. The proposed improvements on the site under the Plat are consistent with the needs of the development in this location as a mixed residential area. 3. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-67 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The development and building designs successfully fulfill the intent of the City's development plans and regulations. 5. The flexibility from Subdivision Regulations in the Plat for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the City Council hereby approves the Final Plat for Stony Brook Village, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Plat addressing is subject to City review and comment. 2. Revise the landscaping plan to accurately detail Specimen Tree loss replacement required by city ordinance. 3. Address the discrepancy in west lot line location to the satisfaction of the County Surveyor as a part of the Plat recording process. 4. The applicant provide the city with a final accurate legal description for the plat and updated title commitment. 5. Compliance with the terms of the City's engineering staff letter dated XX, 2021. 6. Association documents are subject to the review and comment of the City Attorney and shall provide for individual and common maintenance responsibilities, as well as accessory structure allowances. The applicant enters into a development agreement as a condition of Final Plat and Final PUD approval. The applicant enters into a stormwater maintenance agreement as a condition of Final Plat and PUD approval. 9. Comments and recommendations of other staff and City Council. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract and Planned Unit Development and for Stony Brook Village," with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-67 ADOPTED this 131h of September, 2021, by the City Council of the City of Monticello, Minnesota. 105L9101111 cog I11eIal11VK*9111i;Lell1 mi ATTEST: Jennifer Schreiber, City Clerk Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-022 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE AND MAP, CREATING THE STONY BROOK PUD DISTRICT, AND REZONING THE SUBJECT PROPERTY TO STONY BROOK PLANNED UNIT DEVELOPMENT DISTRICT WHEREAS, the applicant owns property along Elm Street, currently zoned R-2, Single and Two -Family Residence District; and WHEREAS, the applicant has submitted a request to plat said property into 28 residential building lots and one common lot under a PUD; and WHEREAS, the site is guided for medium density residential uses under the label Mixed Neighborhood in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long- term use and development of the property for residential uses; and WHEREAS, the proposed PUD falls below the densities prescribed in the Comprehensive Plan, but create positive density transition between the adjoining single family and other higher density property in the area; and WHEREAS, the Planning Commission held a public hearing on July 6, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Rezoning provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to appropriate residential densities for the area. 2. The proposed improvements on the site under the PUD Zoning are consistent with the needs of the development in this location as a mixed residential area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-022 4.. The PUD flexibility for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the creation of the Stony Brook PUD District and rezoning of the subject property to Stony Brook PUD District. ADOPTED this 6t" day of July, 2021, bythe Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Paul Konsor, Chair ATTEST: An*Schanmunity Development Director 2 Mark Elliot Homes I Request for Variance, Rezoning to PUD, Development Stage PUD, & Preliminary Plat 701 Elm Street I Legal: Lengthy Legal - See City Hall I PID: 155-500-101402 Created by: City of Monticello STONY BROOK VILLAGE Residential Development Narrative Monticello, MN Existing Conditions The 7.5 -acre site is located in the northwest quadrant of Elm Street & 7th Street W. in Monticello, Minnesota. The site is currently vacant. Historical aerial photos indicate the site was once used for automobile storage. The site is sparsely treed and consists mostly of Siberian Elm with a smaller amount of Ash, Cottonwood, Boxelder and Maple. No wetlands are present on the site. The site is zoned R-2 Residential Multifamily. The Developer Mark Elliot Homes (MEH) is an experienced developer/home builder in the Twin Cities that has developed 3 communities and built over 350 homes, including in the cities of Cottage Grove, Inver Grove Heights Lakeville, Farmington, Rosemount and Buffalo. MEH understands the financial obligations of land development, including the need to put up a financial surety for the construction costs and to pay development & application fees; all of which will be detailed in the Developers Agreement. Neighborhood Goals Stony Brook Village will convert a vacant lot into a residential neighborhood with 28 twin home units. The identified goals in creating this new neighborhood include: • Provide housing and an increased tax base for the City of Monticello by redeveloping a historically underused parcel. • Develop a PUD project that follows R-2 zoning standards as much as feasible. • Provide increased residential market diversity with the development of quality slab -on - grade twin homes. • Creating a neighborhood layout that is sensitive to the existing conditions, including availability of utilities, natural grades and drainage patterns. • Assist the City in enhancing the pedestrian and trail connectivity of the area. • Enhancement of a small community feel. The Neighborhood General Site Information The proposed 7.5 -acre Stony Brook Village consists of 28 twin home units with a typical lot size of 45 feet wide by 82 feet deep with common space that will be maintained by the Home Stony Brook Village Narrative 5/17/2021 Owners Association (HOA). Minimum setbacks are proposed to be consistent with R-2 standards: front setback of 30 feet; side setback of 10' feet, 20 feet between buildings; corner lot side setback of 20 feet and rear yard setback of 30 feet. The site will have one cul-de-sac to serve all the units with road access from Elm Street. The twin homes will be one story slab -on -grade units with 1,605 square feet of living space and 9' ceilings throughout. The floor plan includes two bedrooms with a den, a master bathroom and a % bathroom. Layout There are a number of site conditions that were reviewed and considered in the layout of Stony Brook Village. These include: • Existing Terrain and Drainage. The site is generally flat but gradually drains to Elm Street. This drainage pattern will be maintained but enhanced with stormwater best management practices and engineered outlets connected to Elm Street storm sewer. • Tree Screening. Perimeter tree and landscape planting will provide a sense of place and privacy screening for the residents and neighbors. • Utilities. Water & sewer will be extended to the site from existing stubs in Elm Street. Stony Brook Village Narrative 5/17/2021 2 O 0 U- 00 00 0 m 0 m 0 0 w Un 0 0 0 00 0 m 0 m 0 0 in l \ 3 I I I \ \ \ I- FD. 1/2 IN OPEN \ _ i \ FD. 7 IN IRON ROD FD. 1/2 OPEN, LS #75233 I `7' 1 �,V \ \ / /-I �' �' %/ /--)/AV/ \ �e Z SOUTHERLY PLAT OF HAROLD RUFFS E RECORDED \ (680.4 DEED) S83 21'23"E ADD/T/O/� & i \ 676 79 (MEAS) AS l�/ONUMENTED cb - - POTENTIAL OVERLAP i FD. 1/2 OPEN -� J' TAREA: 804 SF OR 0.018 AC MORE OR LESS - - - 10.5± EX. 8" DIP -' Qo � x POSSIBLE FENCE ENCROACHMENT 4 I x X30 -11.2± 00� rY, A,, U v", w EX 8" DIFF �o ` �) Q o a NO BUILDINGS OBSERVED I �� Ln L -w k NO APPARENT RIGHT OF WAYAND \ Z 0 0 \ /„ �q EASEMENT ON RECORD o W W \LL- LL LI)U L \ ° o je \ Z o wo CENTERLINE OF TOWNSHIP _ Ln w ROAD AS TRAVELED O� LLnLn Lu`- - w z of w i z n I° ---LL LL LU <j \ = n�_ I il W ^r 40 vV �I / �I FD. 1/2 IN OPEN -'// I I l^I v v i L. v i i -t /I / I � I / 4336.74 N88°50'01 "W `-W 1/4 COR OF SEC. 70, SE COR OF THE TWP. 727, RGE. 25 RECORDED PLAT OF COUNTRY CLUB MANOR FD. 1/2 IN OPEN; LS #UN -READABLE DESIGNED: DDG CHECKED: MJW DRAWN: SRM/JWM HORIZONTAL SCALE: 50' VERTICAL SCALE: INITIAL ISSUE: 04/02/2021 REVISIONS: PREPARED FOR: �P NO APPARENT RIGHT OF WAY AND j EASEMENT ON RECORD I I , I i SOUTH LINE OF THE SE 1/4 OF THE NE 1/4 OF SEC. 70 i i ❑r sro - SAN SAN SAN SAN FD. COTTON GIN SPIKE MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 �s qN NE COR OF SEC. 10, -' TWP. 727, RGE. 25 FD. CAST IRON MONUMENT 0 0 wv 1Z LU I U- Uo O W LU Ln z W IW=— I I Call 48 Hours before digging: 811 or call811.com Common Ground Allance LEGAL DESCRIPTION (PER TITLE COMMITMENT NO. 626830) That part of the East 30 acres of the Southeast Quarter of the Northeast Quarter of Section 70, Township 727, Range 25, Wright County, Minnesota, described as follows: Beginning at the Southwest comer of the 30 acre tract,- thence Northerly along the west line of said tract distant 659.0 feet, thence easterly distant 680.4 feet to the centerline of Township Road; thence southwesterly along the centerline of said Township Road distant 703.8 feet to the South line of the Southeast Quarter of the Northeast Quarter of Section 10; thence westerly along said south line distant 274.0 feet to the point of beginning. Abstract Property GENERAL NOTES 7. This survey was prepared using Land Title Inc., Issuing Agent for Old Republic National Title Insurance Company, Title Commitment Number 626830, having an effective date of December 2, 2020 at 7:00 A.M. 2. Address of subject property: 707 Elm Street, Monticello, MN 55362. (Table A, Item 2) 3. Subject property appears to be classified as "Zone X" (area of minimal flood hazard) when scaled from Flood Insurance Rate Map Community - Panel Number 2705410005B, dated November 1, 7979. (Table A, Item 3) 4. Subject property contains 326,683 Sq. Ft. or 7.50 acres. (Table A, Item 4) 5. No buildings were observed as part of this survey. (Table A, Item 7(a)) 6. Subject property contains no parking stalls. (Table A, Item 9) 7. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. (MINNESOTA ticket number: 270060493) (Table A Item I7(a)) 8. Bearings based on the Wright County Coordinate System 1983NAD (7986adj) In US Survey Feet. 9. Field data collection on which this map is based was performed while snow was covering all or part of the subject property. There is a possibility that existing improvements that would normally be observable without the snow cover may exist. EXCEPTIONS (PER TITLE COMMITMENT NO. 626830) 72. Subject to rood(s) as shown by available maps. (Road Right of Way Map not provided, Existing Road Shown on Survey) 73. Reservation in favor of the State of Minnesota in trust of the taxing districts concerned, of all mineral rights as provided by law as referenced in Document Number A7290776. (Blanket in Nature) POSSIBLE ENCROACHMENTS O1 FENCE OVER WEST PROPERTY LINE ()OVERHEAD POWER ACROSS THE SOUTHEAST CORNER OF SUBJECT PROPERTY SURVEYOR'S NOTES: The west line of the subject property is referred as both the east line of the West 70 acres of the SE 1/4 of the NE 1/4, and the west line of the East 30 acres of the SE 1/4 of the NE 1/4 on multiple recorded subdivision plats. In all instances said line has been accepted as monumented and occupied. The east line of the West 70 acres and the west line of the East 30 acres will inherently have complications with regards to gaps or overlaps based upon how they are calculated. We have show 3 calculated positions for these lines on this survey. Further review by a qualified real estate attorney or title examiner is necessary to clarify title and ownership. CERTIFICATION TO Mark Elliot Homes, LLC, Tyler South, LLC, a Minnesota limited liability company and Land Title, Inc., Issuing Agent for Old Republic National Title Insurance Company: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2027 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BYALTA AND NSPS, AND INCLUDES ITEMS 7, 2, 3, 4, 7(a), 8, 9, and 77(a) OF TABLEA THEREOF. THE FIELD WORK WAS COMPLETED ON March 75,202 7. MATHEWJ. WELINSKI, PS DATE 04/02/2027 MN LICENSE NO. 53596, EXPIRATION 06/30/2022 MATT. WELINSKI @WESTWOODPS. COM I E 1/4 COR OF SEC. 70, TWP. 727, RGE. 25 - I WATERMAIN CORNER FALLS INA TELEPHONE MH FENCE LINE S88°50'00"E ` CONTROLLED ACCESS — — 687.39 A SAN SAN SAN SAN SAN SAN SAN I LEGEND • 0 SANITARY MANHOLE POWER POLE co SEWER CLEANOUT BOUNDARY LINE sr STORM MANHOLE RIGHT-OF-WAY LINE ® CATCH BASIN LOT LINE ® FLARED END SECTION — — — — — — EASEMENT LINE I HYDRANT — — SECTION LINE X GATE VALVE GAS GAS LINE POH POWER OVERHEAD Q ELECTRIC BOX SAN SANITARYSEWER STREET LIGHT sro STORM SEWER GUY WIRE STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westw000dps.com Westwood Professional Services, Inc. VICINITY MAP (NOT TO SCALE) X� I I � I 7TH STREET W SITE ELM STREET I I I I I CITY OF MONTICELLO / SECTION 10, TOWNSHIP 727, RANGE 25 WAr WATERMAIN FENCE LINE x CONTROLLED ACCESS A CONCRETE SURFACE BITUMINOUS SURFACE • FOUND MONUMENT (SEE LABEL) O CAST IRON MONUMENT (SEE LABEL) O SET MONUMENT (SEE LABEL) Q TELEPHONE BOX ® STEEL/WOOD POST o SIGN 1"=50' 0' 50' 100' 150' SHEET NUMBER: 1 ALTA/NSPS LAND TITLE of SURVEY 1 PROJECT NUMBER: 030308.00 1 DATE: 04/02/2021 W 0 Q J J O O of C0 z O STONY BROOK VILLAGE KNOW ALL PERSONS BY THESE PRESENTS: that Mark Elliot Homes LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: TYPE LEGAL DESCRIPTION HERE Has caused the same to be surveyed and platted as STONY BROOK VILLAGE and does hereby donate and dedicate the public ways, as shown on this plat and also dedicate the easements as created by this plat for drainage and utility purposes only. CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of hereby review and approve this plat of STONY BROOK VILLAGE. M Gni Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNEOTA ,20 , the Planning Commission of the City of Monticello, Minnesota, did In witness whereof said Mark Elliot Homes LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of This plat of STONY BROOK VILLAGE was approved by the City Council of the City of Monticello, Minnesota at a regular meeting thereof held this day of 20 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. MARK ELLIOT HOMES LLC By (Signature) Its STATE OF COUNTY OF The foregoing instrument was acknowledged before me on this day of (Signature) Notary Public, My Commission Expires SURVEYORS CERTIFICATE (Name Printed) ,20 ,by of Mark Elliot Homes LLC, a Minnesota limited liability company, on behalf of the company. County, (Name Printed) its I, Mathew J. Welinski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS Section 505.01, Subd. 3 existing as of the date of this certification are shown and labeled on the plat, and that all public ways are shown and labeled on the plat. Dated this , day of Mathew J. Welinski, Licensed Land Surveyor Minnesota License No. 53596 STATE OF COUNTY OF ,20 The foregoing Surveyor's Certificate was acknowledged before me on this day of Surveyor, Minnesota License No. 53596. (Signature) Notary Public, My Commission Expires County, ,20 , by Mathew J. Welinski, Licensed Land (Name Printed) By Mayor WRIGHT COUNTY SURVEYOR By City Administrator I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of ,20 By Wright County Surveyor WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered on this day of —,20 By By Wright County Land Records Administration Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this at o'clock M., and was duly recorded in Cabinet No. , Sleeve By Wright County Recorder day of , as Document No. ,20 Westwood Professional Services, Inc. Sheet 1 of 3 Sheets ,-W 1/4 Cor of Sec. 10, Twp. 121, Rge. 25 / Found Wright County Cast Iron Monument /1 J � Y I I -Found 1/2 Inch Open _j I I I II I I I -7 I / ,-Found 1/2 Inch Open I I I ,— I -Found 1/2 Inch Open; LS #15233 L L1� � II I �> 0 YJ 10 0 Lu Ln" II wo �) o v� c — w N Z i LJ 11 \ East line of the West 10 acres of the SE 1/4 of of the NE 1/4 of Sec. 10 I 12 I � \ East line of the recorded plat ----\------_ 13 of COUNTY CLUB MANOR & as monumented I I I � \ 14 ' Found 1/2 Inch Open-/ I I � \ 15 O rn Ln110 I w I 16 o \ z 17 I II \ 1 I 41 Found 1/2 Inch Open-' /' I iT/ /1T A 4336.14 — — — N88°50'01 "W SE Cor of the recorded plat of COUNTY CLUB MANOR; Found 1/2 Inch Open STONY BROOK VILLAGE ,` 2631.53 J N8837'72"W / N 1/4 Cor of Sec. 10,-' LL, i Twp. 121, Rge. 25 N NE Cor of the NE 1/4 of -' Found Wright County o Sec. 10, Twp. 121, Rge. 25 Cast Iron Monument I L o Found Wright County Ln Cast Iron Monument S 1/4 Corof Sec. 10,-, Twp. 121, Rge. 25 Found Wright County Cast Iron Monument �J (274.0 DEED) - y I / I / / I \ I / VICINITY MAP \ (NOT TO SCALE) \ \ AiIA/ 4 i, Air- \ I V Y r I/ `r / V L_ i/ `r \ � I \ I 7TH STREET W - SITE / / I ^y/ \ \ 66 ELM STREET— \ / 0 Southerly line of the recorded—� (6804 DEED) plat of HAROLD RUFF'S \ ,; S83°11'23"E ADDITION & as monumented \ I A A I 676.19 (MEAS) ; i Found 1/2 Inch Open -\ 4.Q CITY OF MONTICELLO ^, ^� I SECTION 10, To 121, RANGE 25 �A) �0 N o� �\oo N � z I SET- ---centerline of Township 1 /A Road as traveled 3 OF 3 SHEETS) /Q I �,y , . � -centerline of Township / Road as traveled /� 00 South line of the SE 1/4 <<1 of the NE 1/4 of Sec. 10 i -Found Cotton Gin Spike 681.39 S88°50'00"E 0 v o wV Ln v �Ln 0 o Z c w v L� LU E 1/4 Cor of Sec. 10, Twp. 121, Rge. 25 �� I (corner falls on a telephone manhole) O SET 1/2" BY 14" IRON PIPE WITH CAP #53596 • FOUND MONUMENT AS NOTED ON PLAT BEARING ORIENTATION: THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 121, RANGE 25 IS ASSUMED TO BEAR S 88°49'47" E SCALE IN FEET 0 60 120 180 SCALE: 1 INCH = 60 FEET Westwood Professional Services, Inc. Sheet 2 of 3 Sheets STONY BROOK VILLAGE I \ \ -Found 1/2 Inch Open; LS #15233 S84°02'52"E S83011'23"E 676.19 56.67S89°53'52"E 90.00 N78 -744,51,W 633.80 11 -23.70- 00 0� 45.00 45.00 S79°09' 42" �C, R 9° 45.00 E 90.00 N7 ° 2 9 `'' 37 S9„ 5-A 00 0 0 0 0 45.00 2.79 W F coo w co N o 42.39 �0o n 01, w Q w 7 00 o S6S, Drainage & Utility Easement 2�9° 7 °o P O P o 80 6 W o 4.00 S4'7S,F over all of Lot 29 0v', o 0 0 CO 5 00 o0 9000 0° z z � o CO �,ti� qs0 tiSS° l 10 d o S cu 2�9° ci O ��� z o uoi P T �� /9S ��" dL� �� 4� �G/ ° ° z ° h INSET moo, 00 45.00 45.00 0 0 �"'� `� ^n' Ln � ,�°° N89°53'52"W 90.00 45.0p =tip o� 3 0� SS (FROM SHEET 2 OF 3 SHEETS) ?O° p0 c�1°� N79°0942„ 45.00 IS00 8807 Rh Sc,O �ti 55.52 �/ 90.00 =�' ��o° F9000 1 D'' S° 4;24 23 4500 0) 4S ,�� c�'� o L c 7 j2 4p 7 " 6SS. S �� ^` o° 00 S89°05'53"W 82.00 p � 7 , 2 C) D�p - S83°11'23"E 55.52 _ M9000 4500 �� CD o L o Q° �pL Rc 2327„ °� 00 o �' �C \ 73jS 00 '� 1 Q/. Z �9 63 4S o .00 Ln S89005'55"W 82.00 Ln 55.52 ' /l/S(90 01- Ln Lnoto R� 07,� z0 1 2 0 z ��� 4 �; 746.86 7 9 00 4500 Lri 7 0 --- --- --- N89°05'25"E 82.00 2423 Z7" �S8 � � y LU S89°05'55"W 82.00 o S7 R C) o? 9 4°1420-,F \ DO 0 30 30 0 2 Ln 6 Ln S p 4 N89°05'55"E 82.00 o S �'r o o� q 4 S6° i 40 h � ° 0 500 0384 8° 8 /-F/ Q �. LU N89°05'25"E 82.00 w o F S0 F �O-0 C) I rn in 9 8 / � 0 13 o m m m �y Q00 // o Ln rn 77 Ln o v v 0 J °� Ln o ^� 2 7 0 4500 �S8 CD u� o U o 0 0 0 O C? N� 25 � N tilzr Ln 68-65 Ln S89°05'55"W 82.00 0 2$ oo S73°5232"F LU � O S89°05'25"W 82.00 - - 1 O N CD z p 14 z N4500 ^cb 0 L�� �w 0 00 } Zr, ° �� X20° Q� �� X60° o r- z o, O � z `i' S89°05'55"W 82.00 O �'s�s °�� 0 °� 912 0 1 M CDv~i CD `�� 24 �� 00 0 z N89°05'55"E 82.00 I v -P 90 OCP� g2�° '00 40 `1 O SET 7/2" BY 74" IRON PIPE WITH CAP #53596 15 0 0 os� '0 °052$23 � o • FOUND MONUMENT AS NOTED ON PLAT C) Iq oo 'o Drainage & Utility Easement CY),' �, Drainage - over all of Lot 29 & Utility Ln S89°05'55"W 82.00 I o i Easement �� ° BEARING ORIENTATION: i °29 Ln 00 0 0 30 0`° 00 0° o i �i g��'2 THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 70, C) 0 16 C) z ��,� �o ��°052 z TOWNSHIP 727, RANGE 25 IS ASSUMED TO BEAR S 88°49'47" E Lri C) co LriLUS a ^� S89005 55"W 82.00 `v 6 - 30.00 30.00 S S, S89°06'22"W S89°05'25"W -�:t 83007'4 11E 82.00 0 o c� \` Drainage 63 8?00 m Md &Utility 6S CD ° �;� Easement _ 0 17 23��00° S 22 63° ao 2 0 > F82oo In "' 0 00 n' S83°48"W 82.00 moo. n, 07' "' S89°17'11"W 90.00 21 Found 1/2 Inch Open- `fl o o ^� P v' 18 45.00 45.00 N63° o 0 0 4>O>' o (o 082 0 0 0 00 � 0 0 S83007 -48" \N 82.00 "' N N co Co Co >� 19 20 No 01 N N v S.-, o 0 0 2 � ,�y ��60 "°�� 'Ib SCALE IN FEET CD S �9 45.00 45.00 i�Q F� S89°17'11"W 90.00 /A cb,0Q) 0 40 80 120 vv // SCALE: 7 INCH = 40 FEET 119.12 154.05 52.59 S88049'47"E 325.77 Found 1/2 Inch Open Found Cotton Gin Spike Westwood Professional Services, Inc. Sheet X of X Sheets V C a� V Ln 0 LA 0 a 0 0 v N 0 N O DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR 5' INITIAL ISSUE: 04/05/21 REVISIONS: A 05/03/21 ADDED DRIVEWAYS A 08/16/21 REVISED PER FINAL PLAT A A ❑A PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CORY MEYER DATE: 05/03/21 LICENSE NO. 26971 STONY BROOK VILLAGE MONTICELLO, MINNESOTA LEGAL DESCRIPTION Call 48 Hours before digging: 811 or call811.com Common Ground Alliance That part of the East 30 acres of the Southeast Quarter of the Northeast Quarter of Section 10, Township 121, Range 25, Wright County, Minnesota, described as follows: Beginning at the Southwest comer of the 30 acre tract; thence Northerly along the west line of said tract distant 659.0 feet; thence easterly distant 680.4 feet to the centerline of Township Road; thence southwesterly along the centerline of said Township Road distant 703.8 feet to the South line of the Southeast Quarter of the Northeast Quarter of Section 10; thence westerly along said south line distant 274.0 feet to the point of beginning. SITE DEVELOPMENT DATA • EXISTING ZONING: • GRnSS SITF ARFA- MAJOR R.O.W. (7TH ST W & ELM ST): NET SITE AREA: • DEVELOPMENT SUMMARY TWINHOMES: • PROJECT DENSITY: GROSS: N ET: LOT STANDARDS STANDARD R-2 STANDARDS SETBACKS FRONT 30' MIN SIDE INTERIOR LOT 10'/10'; 20' BTW BLDGS SIDE CORNER LOT 20' REAR 30' DEVELOPMENT NOTES R-2 7.50 AC 6.72 AC 28 HOMES ±3.73 UN/AC ±4.17 U N/AC TYPICAL TWNHOME LOT DETAIL 5' 45 45 40 40 N00 00 L 1 00 00 LnLn N 00 X,XXX SF X,XXX SF 40 40 45 T45 TYPICAL LOT DIMENSION 1. ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS. 5. STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB. SITE LEGEND EXISTING PROPOSED Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc 5' LOT NUMBER LOT AREA ROAD RIGHT-OF-WAY PROPERTY LINE LOT LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER TIP -OUT CURB AND GUTTER POND NORMAL WATER LEVEL RETAINING WALL 0' 50' 100' 150' NOT FOR CONSTRUCTION SHEET NUMBER: 3 PRELIMINARY PLAT OF PROJECT NUMBER: 0030308.00 I DATE: 05/03/21 11 W 0 a J J 0 0 ckC m z P__ v c V CU v Q) N c O N N O IL O O >CU N O N N FOR GRADING, DRAINAGE,, AND EROSION CONTROL PLAN FOR STONY BROOK VILLAGE MONTICELLO, MINNESOTA PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 CONTACT: MARK PASVOGEL PHONE: 952-392-9227 EMAIL: MARK@ MARKELLIOTHOM ES.COM PREPARED BY: Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. PROJECT NUMBER: 0030308.00 CONTACT: JOHN H. BENDER SHEET INDEX Sheet List Table SHEET NUMBER SHEET TITLE 1 Cover 2 Existing Conditions and Removals Plan 3 Grading, Drainage, and Erosion Control Plan 4 Details 5 Details 6 SWPPP Narrative 7 SWPPP Notes 8 SWPPP Maps 9 Vegetation Preservation and Protection Plan 10 Vegetation Preservation and Protection Data Vicinity Map (NOT TO SCALE) NO. DATE REVISION SHEETS 1 08/17/21 ADDED VEGETATION PRESERVATION AND PROTECTION 9,10 CONSTRUCTION PLANS FOR GRADING, DRAINAGE, AND EROSION CONTROL PLAN •C STONY BROOK VILLAGE MONTICELLO, MINNESOTA INITIAL SUBMITTAL DATE: 07/27/21 PROJECT NUMBER: 0030308.00 LU a J J 0 O W m z O O I I I \L I I I I II I/ - FD. 1/21N OPEN / 1 / FD. 1/2 OPEN; LS #15233 I - -POTENTIAL OVERLAP T X - - 10.5± X POSSIBLE FENCE ENCROACHMEI IX I I - 11.2± I- > OC,)::Q W dS I / C> I 0 \ \ 3 7/_, ���/ ,� \ vL_LJ // \ SOUTHER[ V Ll/VE OF THE RECORDED , \ (680.4 DEED) PLA T OF HAROLD RUFFS S83°77 23 AsMONU EIVr & E 676 79 (MEAS) MENTED I 1 I 1 IN I ON ROD -' j C3 "CB -5001 - e 9 RE=933.07 \ s' �e)=935 ai 7C9, EX. 8" DIP � qT EX. 8" STUB -' / IE=±921.23 ,% n EX. MH 6004 936EX. 8" PVC -' /� �C' FD. 1/2 OPEN -' h CB -5003 - - - v RE=933.83 0 O IE(E)=930.45 REMOVE EXISTING POWER POLE COORDINATE RELOCATION WITH UTILITY EX. 15"RCP -- REMOVE EXISTING APRON AND ASSOCIATED BITUMINOUS DRIVE c Mc EX. 8" DIFF �� 40 EX. 8" STUB -IN IE=±920.67 REMOVE EXISTING FENCING k EX " PVC - h / - EX. MH 6003 Q REMOVE EXISTING POWER POLE a 938 p COORDINATE RELOCATION WITH UTILITY REMOVE EXISTING CURB AND CONC. APRON /�/° r REMOVE EXISTING POWER POLE COORDINATE RELOCATION WITH UTILITY Q°�� �} ` -CENTERLINE OF TOWNSHIP ROAD AS TRAVELED EX 8" DIP 36 EX 8" STUB -' O 8.35 EX.X. 8" " PVC - CB -5005 - EX. MH 6002 RE=935.06 a° �� s' RE=935.65 IE(E)=931.39 I IE(W)=920.24 / I (N,S)=920.04 Call 48 Hours before digging: \SqIV 811 or call811.com Common Groun A iance O I LEGAL DESCRIPTION That part of the East 30 acres of the Southeast Quarter of the Northeast Quarter of Section 10, Township 721, Range 25, Wright County, Minnesota, described as follows: Beginning at the Southwest comer of the 30 acre tract; thence Northerly along the west line of said tract distant 659.0 feet; thence easterly distant 680.4 feet to the centerline of Township Road; thence southwesterly along the centerline of said Township Road distant 703.8 feet to the South line of the Southeast Quarter of the Northeast Quarter of Section 10; thence westerly along said south line distant 274.0 feet to the point of beginning. Z O EX. 15 RCP - y U REMOVE EXISTING POWER POLE ° o d COORDINATE RELOCATION WITH UTILITY a EX. 30" STUB, / TIAL G vO a b IE=928.27 I P LN O O EX. 30" RCPQ'- 936 CB -50 ------ P 5P s'P RE=93.28 � I FD. 1/2 IN OPEN O IE(E,W)= 798 i' n D � Q�C. 30" RCP -'' D 0 EX. 8'STA yam° IE -9 3 N EX. 14-2- RE=9 90 I EX 34'-15" RCP - EX 8" DIP IE(N E)=915. Sgti �q @ 2.05% ��\ e°� EX. 8" PVC -' C/ CB -5010 - - SW COR 0 THE EAST 30 A OF THE" RE=936.18 �\ `� 1 IE(E)=932.74 �` 1 / SE 1/4 OF THE NE 1/4 OF SEC. 10 EX. MH 9-2 - oz \ \\\ �� zP �� - EX MH 6001 l/ \ �� ��' RE=934.95 "9T � RE=±936.00 `Q \\ � 1 IE(W)=919.77 _ i O IE(N)=±929.0 (ABND) \ \ \\ P 10 IE( N,S)=9 IE(S)=±928.50 \�\ \\\ \/ �1��. s\P 1 l A \ V 10° vv/L.v1 . sq� �q EX.M_ -1-, \ �P SOUTH LINE OF T 0 RE = 6.10 �� 6 / I THE NE 1/4 OF SEC. 10 IE(N -921.0 _ = R7 /S c) S88°4947"E 325.77 (274.0 DEED) SE COR OF THE RECORDED PLAT OF -' �sgti �yT (MEAS) // \ ED COUNTRY CLUB MANOR IQ / / / STOD. 1/2 tA( OPE ; LS #UN -READABLE EX. ABND LS -4 FD. 2 IN OPE ; -'/ o ` \ AN SAN SAN SAN - �$ASAN SAP EX. 18" RE=±942.00 i LS #15233 -9 RCP NL- -- AN SAN � \ � �_ �� �� � SAN SAN SAN SAN SAN sgti IE(SW)=914.30 I SPM sP `- FD. COTTON GIN SPIKE IE(NE)=913.80 eI� EX 18° R�P \` V C) ~ �Q RE = 936.40 IE(N)=918.85 r IE(SW,E)=913.01 I O� 0 ^_ ~' FX IW 7 7 -' g �qT. 9A2 //I TIP r / 1 n DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR S' INITIAL ISSUE: 07/27/21 REVISIONS: 08/17/21 ADDED VEGETATION PRESERVATION AND PROTECTION A ❑A PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA MATT WELINSKI DATE: 08/17/21 LICENSE NO. 53596 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc GENERAL NOTES: 1. Property description is a Conveyance of Forfeited Lands per Document No. 1290716 2 Field data collection on which this map is based was performed while snow was covering all or part of the subject property. There is a possibility that existing improvements that would normally be observable without the snow cover may exist. LEGEND Qs o- W ? STEEL/WOOD POST co SEWER CLEANOUT SIGN sr STORM MANHOLE BOUNDARY LINE ® �W RIGHT -OF -WAV LINE FLARED END SECTION - �1.1 a HYDRANT - - - - - EASEMENT LINE X GATE VALVE Qa SECTION LINE ❑E ELECTRIC BOX AAs GAS LINE \) ii Q) � O a POWER OVERHEAD STREET LIGHT W W LU LU W W ~ SAN SANITARY SEWER O O GUY WIRE I �W \ LL.O O = U LL Q LL wAT U-1 ❑T TELEPHONE BOX O O FENCE LINE A CONTROLLED ACCESS J W Ln W CONCRETE SURFACE Ln LL1 Z BITUMINOUS SURFACE LL. • FOUND MONUMENT (SEE LABEL) O CAST IRON MONUMENT (SEE LABEL) O SET MONUMENT (SEE LABEL) LL LJ_ z� \ W W / / / ) FD. 1/2 IN OPEN -' C Ci t9 - - LLJ , �\ 0p� N 0¢w LU QQ 2 ��z WUO 2 � I- > OC,)::Q W dS I / C> I 0 \ \ 3 7/_, ���/ ,� \ vL_LJ // \ SOUTHER[ V Ll/VE OF THE RECORDED , \ (680.4 DEED) PLA T OF HAROLD RUFFS S83°77 23 AsMONU EIVr & E 676 79 (MEAS) MENTED I 1 I 1 IN I ON ROD -' j C3 "CB -5001 - e 9 RE=933.07 \ s' �e)=935 ai 7C9, EX. 8" DIP � qT EX. 8" STUB -' / IE=±921.23 ,% n EX. MH 6004 936EX. 8" PVC -' /� �C' FD. 1/2 OPEN -' h CB -5003 - - - v RE=933.83 0 O IE(E)=930.45 REMOVE EXISTING POWER POLE COORDINATE RELOCATION WITH UTILITY EX. 15"RCP -- REMOVE EXISTING APRON AND ASSOCIATED BITUMINOUS DRIVE c Mc EX. 8" DIFF �� 40 EX. 8" STUB -IN IE=±920.67 REMOVE EXISTING FENCING k EX " PVC - h / - EX. MH 6003 Q REMOVE EXISTING POWER POLE a 938 p COORDINATE RELOCATION WITH UTILITY REMOVE EXISTING CURB AND CONC. APRON /�/° r REMOVE EXISTING POWER POLE COORDINATE RELOCATION WITH UTILITY Q°�� �} ` -CENTERLINE OF TOWNSHIP ROAD AS TRAVELED EX 8" DIP 36 EX 8" STUB -' O 8.35 EX.X. 8" " PVC - CB -5005 - EX. MH 6002 RE=935.06 a° �� s' RE=935.65 IE(E)=931.39 I IE(W)=920.24 / I (N,S)=920.04 Call 48 Hours before digging: \SqIV 811 or call811.com Common Groun A iance O I LEGAL DESCRIPTION That part of the East 30 acres of the Southeast Quarter of the Northeast Quarter of Section 10, Township 721, Range 25, Wright County, Minnesota, described as follows: Beginning at the Southwest comer of the 30 acre tract; thence Northerly along the west line of said tract distant 659.0 feet; thence easterly distant 680.4 feet to the centerline of Township Road; thence southwesterly along the centerline of said Township Road distant 703.8 feet to the South line of the Southeast Quarter of the Northeast Quarter of Section 10; thence westerly along said south line distant 274.0 feet to the point of beginning. Z O EX. 15 RCP - y U REMOVE EXISTING POWER POLE ° o d COORDINATE RELOCATION WITH UTILITY a EX. 30" STUB, / TIAL G vO a b IE=928.27 I P LN O O EX. 30" RCPQ'- 936 CB -50 ------ P 5P s'P RE=93.28 � I FD. 1/2 IN OPEN O IE(E,W)= 798 i' n D � Q�C. 30" RCP -'' D 0 EX. 8'STA yam° IE -9 3 N EX. 14-2- RE=9 90 I EX 34'-15" RCP - EX 8" DIP IE(N E)=915. Sgti �q @ 2.05% ��\ e°� EX. 8" PVC -' C/ CB -5010 - - SW COR 0 THE EAST 30 A OF THE" RE=936.18 �\ `� 1 IE(E)=932.74 �` 1 / SE 1/4 OF THE NE 1/4 OF SEC. 10 EX. MH 9-2 - oz \ \\\ �� zP �� - EX MH 6001 l/ \ �� ��' RE=934.95 "9T � RE=±936.00 `Q \\ � 1 IE(W)=919.77 _ i O IE(N)=±929.0 (ABND) \ \ \\ P 10 IE( N,S)=9 IE(S)=±928.50 \�\ \\\ \/ �1��. s\P 1 l A \ V 10° vv/L.v1 . sq� �q EX.M_ -1-, \ �P SOUTH LINE OF T 0 RE = 6.10 �� 6 / I THE NE 1/4 OF SEC. 10 IE(N -921.0 _ = R7 /S c) S88°4947"E 325.77 (274.0 DEED) SE COR OF THE RECORDED PLAT OF -' �sgti �yT (MEAS) // \ ED COUNTRY CLUB MANOR IQ / / / STOD. 1/2 tA( OPE ; LS #UN -READABLE EX. ABND LS -4 FD. 2 IN OPE ; -'/ o ` \ AN SAN SAN SAN - �$ASAN SAP EX. 18" RE=±942.00 i LS #15233 -9 RCP NL- -- AN SAN � \ � �_ �� �� � SAN SAN SAN SAN SAN sgti IE(SW)=914.30 I SPM sP `- FD. COTTON GIN SPIKE IE(NE)=913.80 eI� EX 18° R�P \` V C) ~ �Q RE = 936.40 IE(N)=918.85 r IE(SW,E)=913.01 I O� 0 ^_ ~' FX IW 7 7 -' g �qT. 9A2 //I TIP r / 1 n DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR S' INITIAL ISSUE: 07/27/21 REVISIONS: 08/17/21 ADDED VEGETATION PRESERVATION AND PROTECTION A ❑A PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA MATT WELINSKI DATE: 08/17/21 LICENSE NO. 53596 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc GENERAL NOTES: 1. Property description is a Conveyance of Forfeited Lands per Document No. 1290716 2 Field data collection on which this map is based was performed while snow was covering all or part of the subject property. There is a possibility that existing improvements that would normally be observable without the snow cover may exist. LEGEND Qs SANITARY MANHOLE STEEL/WOOD POST co SEWER CLEANOUT SIGN sr STORM MANHOLE BOUNDARY LINE ® CATCH BASIN RIGHT -OF -WAV LINE FLARED END SECTION - LOT LINE HYDRANT - - - - - EASEMENT LINE X GATE VALVE - - SECTION LINE ❑E ELECTRIC BOX AAs GAS LINE POH POWER OVERHEAD STREET LIGHT SAN SANITARY SEWER ( GUY WIRE sTo STORM SEWER POWER POLE wAT WATERMAIN ❑T TELEPHONE BOX x - FENCE LINE A CONTROLLED ACCESS REMOVALS [� CONCRETE SURFACE BITUMINOUS SURFACE • FOUND MONUMENT (SEE LABEL) O CAST IRON MONUMENT (SEE LABEL) O SET MONUMENT (SEE LABEL) SURVEYOR'S NOTES: The west line of the subject property is referred as both the east line of the West 70 acres of the SE 1/4 of the NE 1/4, and the west line of the East 30 acres of the SE 1/4 of the NE 1/4 on multiple recorded subdivision plats. In all instances said line has been accepted as monumented and occupied. The east line of the West 10 acres and the west line of the East 30 acres will inherently have complications with regards to gaps or overlaps based upon how they are calculated. We have show 3 calculated positions for these lines on this survey. Further review by a qualified real estate attorney or title examiner is necessary to clarify title and ownership. • 0' 50' 100' 150' CONSTRUCTION PLANS SHEET NUMBER: EXISTING CONDITIONS AND 2 of REMOVALS PLAN 10 PROJECT NUMBER: 0030308.00 DATE: 08/17/21 W a J O m z O Un V C a� V i 4J V7 C: 0 N 0 a 0 3 LA CD N 1 \ \ 0 \ -9.? \ F rye- - II SILT FENCE PLACED 1 FT \ 0 / - INSIDE PROPERTY LINE (TYP.) 9�G \ 9� / INFILT. BASIN (1P) \ \ OCS-1 2.0% NWL 931.5 30 LF -12" RCP CL 5 RE=934.00 �N� ` -940 938 X936 936 OE 933.0 @ 0.00% IE -931.00 (SE) LL X W .0� HWL 934.0 / - / TW 39.3 2 934 - BW 3 .� TW 39.3 TW 39.3 a / 9 W 5. BW 36.1 33 LF -12" RCP CL 5 8 7 BW 38.3 TW 39. i @ 1.69% 12" FES -10 CBMH-EX 5003 X q 6 BW 38.3 ' IE=929.00 936 I N 1 EOF � RE=933.83 SOG� ' S TW 39.E IE=930.45 (NW) 1 O 99 1 SO ' BW 383 x IE=930.45 (SE) / ` S 940.9 G °\° LVV 3,g.3 934 �7.0 0 4 BW3 \ �. 39. ry T 8. I X / o'� Q °� x I ` = 0.2 ' v BW 38.3 F6. / v o °° I 940 3 4 .7 /1 \ �� 3$.7 I �° 3 .8 N38.5LO x 9 G BW ­37$.8 ry 39 �° 9 POND MAINTENANCE ACCESS (TYP.) I ,2 ° N ��° , 2 TW 38W� 36 � / MIN 12' WIDE, MAX 10% SIDESLOPES 7 n 938 BW 36.'8 21" FES 100 I I 11 � /I" --O -�- _ 8�° x 38. � 1TW 38.8 BW 38 8 IE=931.50 6.2% 5A 37.9q f - �. p 3 o SO � I _/ M 6 23 LF -21" RCP CL 4 O �\ y 3j 9392 , h / @ 0.21 % v 38.8 3j S VVI 32 S, k STMH-101 12 8.3% 9� TO 938 e RE=936.25 F�P4xS00 o\° / IE=931.55 (SW) I I E(r 386g �R P IE=931.55 (N) m m 26 4126 LF -21" RCP CL X2.1% 3 4 @ 0.21% - J x -y LU 936 �R 6 9 ■� Vo+ 3.1 ° 9 t7 I 3a o �� ; C/ o� CII to o S a CD 0 I_2101L.� � \ I / 25 27 386 N rn 3.9°i° s INLET PROTECTION (TYP.) I 6S'S° \ I O-°�� I 0 28 369 3 A/ / CBMH-102 RE -935 92 \ 14 $. % C} 1 00 1) V - °I° \ IE=931.82 (SW) hr z 2f 938 IE=931.82 (NE) 0 / Qom ROCK CONSTRUCTION 2�5%�X39.52.1% W 38.4 24 9°w c 936 ENTRANCE (TYP.) °I° x 9 I o n \ 8 LF -15" RCP CL 5 �934 c°y 30 LF -15" RCP CL 5 15 ° @ 0.33% @ 0.35% � I �7.4/° \ JO/ / 6°I° 9r9� C 23 \ CB -103 ^ CB -202 RE=935.92 I O-0-C)RE-936.43 ��' 85 LF -21" RCP CL 4 \ �� ® / IE=931.92 (NE) V).' IE=932.70 (S) @ 0.21% I 16 8.5% 38.10 1°I° 21 " FES -200 / 9� 37. IE=932.50 x POST CONSTRUCTION 37.32 / C 28.0 / � SILT FENCE (TYP.) LP 7+95.34 °o 12" FES -20 .6% ELEV 936.90 .IE=930.00 CBMH-201 � INFILT. BASIN (2P) 38.8 BMH- 01 93 A c NWL 932.5 %= IE=932.67 (N) 48� 8 936 �� E OE 934.0 IE=932.67 (E) 22 5.5 HWL 934.8 0' 50' 100' 150' 4 \ 0-NW10 (b 30 LF -12" RCP CL 5 rn�..o� v @ 0.00% RIPRAP OVERFLOW (TYP.) _ o Co Orn '010 rn N ON A.I pO // p °\g 18 M STORM STUB ° 938 ° - 37.8 2 sr ^\° 4 C9 x J� IE=928.27 `\ CBMH-EX 5008 _940cb RE = 934.28 940.3 �' / IE=927.98 (NW) ° x 38'8 1 14 LF -30" RCP CL 3 IE=927.98 (SE) 19 SOG 2 Q '010 @ 1.38% O OCS-2 RE=934.80 \ IE=930.00 (N) IE=928.46 (SE) ik 0°�° 940 7 J \ 38.5 3S CB EX 5010 / RE=936.18 15" FES -300 IE=932.74 (W) 38.5 938 IE=934.50 IE=932.74 (E) 936 � �° X 37.5 .0% 34.8 3� Q 50 LF -15" RCP CL 5 STO @ 3.52%s / • - \ O Q �� � �� ✓ \ � �� 9bti �p D O 0 5 0 DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR 5' INITIAL ISSUE: 07/27/21 REVISIONS: PREPARED FOR: 08/17/21 ADDED VEGETATION PRESERVATION AND PROTECTION MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA nHN H. BENDER DATE: 08/17/21 LICENSE NO. 43358 a a LOT CORNER ELEVATION co co M M LOT NUMBER DRAINAGE ARROW 99 REAR GROUND GRADE AT WALKOUT/LOOKOUT (0.5' 983.0 BELOW BASEMENT FLOOR ELEVATION FOR WALKOUT) WO 983.0 MINIMUM BASEMENT 991.0 G FLOOR ELEVATION Ln a FRONT GROUND GRADE af LU AT GARAGE DOOR oNi > K ° 0 o 00 rn rn R = RAMBLER, GRADED F R 8.2' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR. R(1) = RAMBLER, GRADED FOR 7.7' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR. LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR. WO = FULL BASEMENT WALKOUT, GRADED FOR 8.7' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR. SOG = SLAB ON GRADE UNIT. NOTE: 1. THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK = 8". INDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPARED CUSTOM TO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTED DESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER. LAST REVISED: VAN* 111100d TYPICAL LOT 08/15/17 GD25A STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Call 48 Hours before digging: 811 or call811.com Common Ground Alliance GRADING & EROSION CONTROL LEGEND EXISTING PROPOSED PROPERTY LINE SB -19 SB -19 SOIL BORING LOCATION 980- -980. INDEX CONTOUR _ - - -98 2- - --982- - INTERVAL CONTOUR • 900.00 x 900.00 SPOT ELEVATION HP/LP HIGH/LOW POINT x 900.00 CL -CL CL -CL ELEVATION x 900.00 0.00% FLOW DIRECTION TW=XXX.XX TOP AND BOTTOM OF RETAINING WALL BW=XXX.XX E.O.F.--� ♦ EMERGENCY OVERFLOW X.XX% PROPOSED STREET PROFILE GRADE DD ►► STORM SEWER TREE LINE TREE PROTECTION FENCE RETAINING WALL (MODULAR BLOCK) GL GRADING LIMITS SF SILT FENCE POST -SF SILT FENCE -POST GRADING HDSF HEAVY DUTY SILT FENCE RSC REDUNDANT SEDIMENT CONTROL OO■ INLET PROTECTION C)000(_' CONTROL CHECKS/BIOROLLS ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET TURF REINFORCEMENT MAT POND NORMAL WATER LEVEL WETLAND LINE WETLAND FILL WETLAND BUFFER POND ACCESS MAINTENANCE BENCH 0- - -0 WETLAND BUFFER LIMITS O WETLAND BUFFER MONUMENT D N D DO NOT DISTURB GRADING & DRAINAGE NOTES 1. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 2. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 4. ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 5. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. EROSION CONTROL NOTES 1. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 2. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 3. REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE IS WITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE: 3.1. TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR 3.2. SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR 3.3. SILT FENCE AND FIBER LOGS; OR 3.4. TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH). 4. REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEET OF THE SURFACE WATER. CONSTRUCTION PLANS SHEET NUMBER: GRADING, DRAINAGE, AND 3 of EROSION CONTROL PLAN 10 PROJECT NUMBER: 0030308.00 DATE: 08/17/21 W a J J O O m z 0 Un IN STONY BROOK CIRCLE (STA -0+50-10+00) •.1 •.1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 7' MIN. 3' (VARIES) 7 MqX 0.67' OCS OUTSIDE MH WALL HWL RIPRAP CLASS 3 [B] OCS SIZE TO FLAT BAR = 1" 1/4" x 1" FLAT BAR [E] SUMP [F] INLET [G] INLET SIZE ENGINEERED FILL [1] OUTLET [J] TOP OF PROVIDE 4 1/2" SS OUTER RING) SUITABLE BEARING SOIL (TYP.) DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR 5' EL. OF GROUND 0.5 FEET BELOW GARAGE SLAB UNLESS OTHERWISE NOTED. INITIAL ISSUE: 07/27/21 0.5' TOP901L 58' REVISIONS: 08/17/21 ADDED VEGETATION PRESERVATION AND PROTECTION A ❑A 3' 27, R.O.W 14' 16' 4 ROADWAY I FINISHED GRADE AFTER HOUSE v FINISHED GRADE FOR PAD FLOOR EL. ------------ 1.0' TO SUB RADE ENGINEERED FILL � � ENGINEERED FILL SUITABLE BEARING SOIL N.T.S. (TYP.) SLAB -ON -GRADE (SOG) PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 FILTER TOPSOIL BORROW MIX: TOPSOIL BORROW (MNDOT 3877.2G) CONSISTING OF 70% SAND (MEETING THE GRADATION REQUIREMENTS OF 3126 "FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE") AND 30% GRADE 2 COMPOST (MNDOT 3890) NOTE: FILTER TOPSOIL BORROW TO BE PLACED BY LANDSCAPE CONTRACTOR AFTER SITE IS GRADED AND STABILIZED. THROUGHOUT CONSTRUCTION, KEEP HEAVY EQUIPMENT OFF THE INFILTRATION AREA TO AVOID COMPACTION OF SOILS. INFILTRATION MEDIA 12" FILTER TOPSOIL BORROW `NO SOIL SHALL HAVE MORE THAN 5% CLAY CONTENT. BOTTOM 12" ---------------------------------------------- ---------------------------------------------------- --------------------------------------------------- NATIVE - - WELL -DRAINING SANDY SOIL INFILTRATION BASIN SECTIONS I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA nHN H. BENDER DATE: 08/17/21 LICENSE NO. 43358 NWL ELEVATION OCS (SEE DETAIL) 10' 7 i POND SECTION MIN. 2 CU YARDS OCS OUTSIDE MH WALL HWL RIPRAP CLASS 3 [B] OCS SIZE TO FLAT BAR = 1" 1/4" x 1" FLAT BAR [E] SUMP [F] INLET [G] INLET SIZE (ROLLED TO PROVIDE [1] OUTLET [J] TOP OF PROVIDE 4 1/2" SS OUTER RING) ANCHOR BOLTS ELEVATION SIZE w/ CLIPS ELEVATION ELEVATION SIZE WALL ELEV. A 1 A A A \ / s 6" 928.00 929.00 12" 931.00 12" 934.00 2 #5 SMOOTH BAR @ 4" O.C. 932.50 934.80 HOT DIPPED GALVANIZED EACH WAY 934.00 PLAN GRATE IN 2 SECTIONS (PROVIDE 3 1/4" x 3 1/4" 12" 928.46 30" OPENING) PLAN TOP OF WALL [J] W.M. _iTi. [A] 9"OUTLET L J PIPE [1..1][11 VARIES ORIFICE [CI[D] O [Bl F G, [E] 12" 5.. t ELEVATION SECTION A -A POND OUTLET SKIMMER Call 48 Hours before digging: 811 or call811.com Common Ground Alliance POND OCS NWL HWL [A] RIM [B] OCS SIZE [Cl ORIFICE [D] ORIFICE [E] SUMP [F] INLET [G] INLET SIZE [H] OUTLET [1] OUTLET [J] TOP OF ELEVATION ELEVATION SIZE ELEV. ELEVATION ELEVATION SIZE WALL ELEV. 1 1 931.50 934.00 934.00 60" ID 933.00 6" 928.00 929.00 12" 931.00 12" 934.00 2 2 932.50 934.80 934.80 60" ID 934.00 6" 927.46 930.00 12" 928.46 30" 935.00 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc I N — !I 0' 50' 100' 150' CONSTRUCTION PLANS DETAILS PROJECT NUMBER: 0030308.00 SHEET NUMBER: 4 OF DATE: 08/17/21 10 Cn Ica z 01 0 W DO o� F ss '5�;q •.'-fir •M`-i.'..��v'''��`' ,'1 o c o � m if. 1. �44.,���,.. Mui. N.. aorn Z I� IH IN ' �3mIX J❑ L` - d N H Ua� � o� mFrommamnmm �ria rir a��mm<[NONmmmmm ¢ o� nav rc mJZo 2 -5 yzi'yl 1<Y'll`� W L NmOm In z� m�Tr>N;Nm.�-amry�mwry R2 G I�I c 1a LL rain o OL �I �m� d ._. 4 €iZS � Cn Ica z 01 0 W DO / 40' R. (TYPICAL) I (T'YPICAL DESIGN) 0 60' R/W 32' FACE TO FACE — ROW (TEMPORARY DESIGN 40' R 32' FACE TO FACE NOTE: ALL TEMPORARY CUL-DE-SACS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS. NOTE: DESIGN "D” CURB AND GUTTER TO BE USED WITHIN TEMPORARY CUL -DESACS. SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. Y / 3" OF 1 D'R 2" ROCK 6" CRUSHED CONCRETE -DR / APPROVED EQUIVALENT 1Z Z TAPER DEPTH AND WIDTH IN 10' SIDEWALK CURB &GUTTER -3" OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE Z!*"VE' OVERFLOW IS J� of CURB BOX HEIGHT PLAN WIMCC ROAD DRAIN CG -23' HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS Y2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP of FILTER ASSEMBLY FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALLWIMCO ROAD DRAIN CG --3290 OR CITY APPROVED EQUAL. FILTER ASSEMBLY DIAMETER, 6' GN -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC OVERFLOW! Call 48 Hours before digging: 811 or call811.11 Common Ground Alliance OVERFLOW SLOT IN SHROUD VG NUT TACHMENT HOOK T FABRIC SLEEVE 3 MnDOT SPECIAL OVISION 3685 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 MODIFIED DESIGN "D" CURB & GUTTER Title: Ri ra Title: Title: Tik€e: Tilde: Title:t€e: Concrete Curb & Gutter Typical Residential Gravel Inlet Protection Inlet Protection Standard Plate Library Riprap Detail Standard Plate LibraryStandard Plate Library Cul -De -Sac Standard Plate Library Standard Plate Library Standard Plate Library ? for Streets � � Y Construction Entrance y Catch Basin Insert � Cit of Monticello Data. Grate InletCoverNover Cit of Monticello Date: Plate Na. City of Monticello Date: Plate No. Cit of Monticello Date: Plate No. Cit of Monticello Date: Plate No. City 03_05 City of Monticello Date: Plate No. 03-05 Y Y Y Revised: 400:? 03-05 03-05 03-07 03-07 0,3-15 Revised: 0, 5005 Revised:03-15 50� ° Revised: 6001 6001 Revised: 6004 6004 Revised: _ 6005 03 15 MDT4 mo o� F ss '5�;q w w w o c o � m if. 1. Mui. N.. aorn Z I� IH IN ' �3mIX J❑ L` - d N H Ua� � o� mFrommamnmm �ria rir a��mm<[NONmmmmm ¢ o� nav rc mJZo 2 -5 yzi'yl 1<Y'll`� W L NmOm In z� m�Tr>N;Nm.�-amry�mwry R2 G Li„ c 1a LL rain o OL �I �m� d ._. 4 €iZS � Z a N � U IT vlamm FFqqqg Standard Plate Library Of O - - ~ Q a o m3j l¢1F�_a - om -V R �mm d ¢ - i7mmmm mO �N.1N - mmm �M.oaL"i,'I"g a� I �ciNM.m moa _ / 40' R. (TYPICAL) I (T'YPICAL DESIGN) 0 60' R/W 32' FACE TO FACE — ROW (TEMPORARY DESIGN 40' R 32' FACE TO FACE NOTE: ALL TEMPORARY CUL-DE-SACS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS. NOTE: DESIGN "D” CURB AND GUTTER TO BE USED WITHIN TEMPORARY CUL -DESACS. SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. Y / 3" OF 1 D'R 2" ROCK 6" CRUSHED CONCRETE -DR / APPROVED EQUIVALENT 1Z Z TAPER DEPTH AND WIDTH IN 10' SIDEWALK CURB &GUTTER -3" OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE Z!*"VE' OVERFLOW IS J� of CURB BOX HEIGHT PLAN WIMCC ROAD DRAIN CG -23' HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS Y2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP of FILTER ASSEMBLY FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALLWIMCO ROAD DRAIN CG --3290 OR CITY APPROVED EQUAL. FILTER ASSEMBLY DIAMETER, 6' GN -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC OVERFLOW! Call 48 Hours before digging: 811 or call811.11 Common Ground Alliance OVERFLOW SLOT IN SHROUD VG NUT TACHMENT HOOK T FABRIC SLEEVE 3 MnDOT SPECIAL OVISION 3685 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 MODIFIED DESIGN "D" CURB & GUTTER Title: Ri ra Title: Title: Tik€e: Tilde: Title:t€e: Concrete Curb & Gutter Typical Residential Gravel Inlet Protection Inlet Protection Standard Plate Library Riprap Detail Standard Plate LibraryStandard Plate Library Cul -De -Sac Standard Plate Library Standard Plate Library Standard Plate Library ? for Streets � � Y Construction Entrance y Catch Basin Insert � Cit of Monticello Data. Grate InletCoverNover Cit of Monticello Date: Plate Na. City of Monticello Date: Plate No. Cit of Monticello Date: Plate No. Cit of Monticello Date: Plate No. City 03_05 City of Monticello Date: Plate No. 03-05 Y Y Y Revised: 400:? 03-05 03-05 03-07 03-07 0,3-15 Revised: 0, 5005 Revised:03-15 50� ° Revised: 6001 6001 Revised: 6004 6004 Revised: _ 6005 03 15 MDT4 mo o� F ss '5�;q w w w o c o � m if. 1. Mui. N.. aorn Z I� IN ' �3mIX J❑ L` - d N H Ua� � o� mFrommamnmm �ria rir a< uI a amao mJZo 2 -5 yzi'yl 1<Y'll`� W L �rD ~ink 4 4n S'm € �p Li„ c 1a LL mmna,moa41u?mw d ._. 4 €iZS � Z a N � IT O DO FFqqqg Standard Plate Library O - - ~ a o d ¢ - mO �N.1N - _ / 40' R. (TYPICAL) I (T'YPICAL DESIGN) 0 60' R/W 32' FACE TO FACE — ROW (TEMPORARY DESIGN 40' R 32' FACE TO FACE NOTE: ALL TEMPORARY CUL-DE-SACS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS. NOTE: DESIGN "D” CURB AND GUTTER TO BE USED WITHIN TEMPORARY CUL -DESACS. SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. Y / 3" OF 1 D'R 2" ROCK 6" CRUSHED CONCRETE -DR / APPROVED EQUIVALENT 1Z Z TAPER DEPTH AND WIDTH IN 10' SIDEWALK CURB &GUTTER -3" OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE Z!*"VE' OVERFLOW IS J� of CURB BOX HEIGHT PLAN WIMCC ROAD DRAIN CG -23' HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS Y2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP of FILTER ASSEMBLY FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALLWIMCO ROAD DRAIN CG --3290 OR CITY APPROVED EQUAL. FILTER ASSEMBLY DIAMETER, 6' GN -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC OVERFLOW! Call 48 Hours before digging: 811 or call811.11 Common Ground Alliance OVERFLOW SLOT IN SHROUD VG NUT TACHMENT HOOK T FABRIC SLEEVE 3 MnDOT SPECIAL OVISION 3685 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 MODIFIED DESIGN "D" CURB & GUTTER Title: Ri ra Title: Title: Tik€e: Tilde: Title:t€e: Concrete Curb & Gutter Typical Residential Gravel Inlet Protection Inlet Protection Standard Plate Library Riprap Detail Standard Plate LibraryStandard Plate Library Cul -De -Sac Standard Plate Library Standard Plate Library Standard Plate Library ? for Streets � � Y Construction Entrance y Catch Basin Insert � Cit of Monticello Data. Grate InletCoverNover Cit of Monticello Date: Plate Na. City of Monticello Date: Plate No. Cit of Monticello Date: Plate No. Cit of Monticello Date: Plate No. City 03_05 City of Monticello Date: Plate No. 03-05 Y Y Y Revised: 400:? 03-05 03-05 03-07 03-07 0,3-15 Revised: 0, 5005 Revised:03-15 50� ° Revised: 6001 6001 Revised: 6004 6004 Revised: _ 6005 03 15 MDT4 mo o� F ss '5�;q w w w o c o Z = 7�C W o if. 1. �H R �i�oZ rc IN ' �3mIX J❑ L` - EIno ¢ xWY 5 3 a4 �¢ q xmi:l Q� ow i dEDa a< uI a mJZo 2 -5 yzi'yl 1<Y'll`� L �rD ~ink 4 4n S'm € �p �a� 1a LL d ._. 4 €iZS � Z a N r � -VW IT w<aS�S �NSVI [i] Standard Plate Library City of Monticello DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: ### VERTICAL SCALE: ### OR ## m n = � II E 11 A CALL TO GOPHER STATE ONE (454-0002) 15 RrOu RED A MINIMUM Or 48 "OURS PRIOR TO PERFORMING ANY EXCAVATION. rtte. Residential Building Erosion Control Date:5 Plate No. Revised:03-003-15 6006 INITIAL ISSUE: 07/27/21 G' TO 7" CIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTI NO TYPE 21 BIOROLL DITCH CHECK USE ON ROUGH GRADED AREAS 1" X 2" X 18" LONG WOODEN STAKES AT 1' O" SPACING MAXIMUM. STAKES SHALL BE CRIVEN THROUGH THE EACK HALF OF THE SIOROLL AT AN ANGLE OF 45 DEGREES WDH THE TOP OF THE STAKE POINTING UPSTREAM. E[OROLL PROVIDE S' TO 10" OF EMBEDMENT DEPTH. 45' FLOM 10' EMBEDMENT DEPTH BIOROLL STAYING DETAIL 1 ENTRENCH A MINIMUM OF 2' NOTE WHEN MORE THAN I BIOROLL/COMPOST LOG IS NEEDLD, OVERLAP ENDS A MINIMUM OF 6' AND STAKE Title: Bio Log Staking Standard Plate Library Straw or Wood Bio Roll Citv of Monticello Date:03_0 Plate No. Revised :03-15 6° Where I.— nvrY VI wuLCI Ia sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD OF V` Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Title: Standard Plate Library Sod Placement City of Monticello Date: 03-07 Plate No. Revised: p3-15 6010 REVISIONS: PREPARED FOR: A 08/17/21 ADDED VEGETATION PRESERVATION AND PROTECTION MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA nHN H. BENDER DATE: 08/17/21 LICENSE NO. 43358 0.1 STPPLES PER -YD P1 sLOPes D • • • 0" 3. • • 3.3' 115 bTAPL6 PER -YD. 3.756TA—PER 60. YD. 3:16LOPE6 HGHFLOWGNANNEL6 SHORELINE -6' I. 11 1111111 SFPORE 1NI-11 IIANKEI$ INcl 1 -ANY NECFssARv APPLIOA 1 -OF UL FERRIffRANO sFFO. z. eFOKu IR mEIOPaTNI: ELOPEer ANCH ETNE:NLASFa;TTAa' Hsrm]oEEvxe Slwnl wloETraNCN �,,,DFR NKFT�TENDEDREGNDTREDPS'TINTHRTIGNO1OFTHE RONCK NDRHE GWIKET WITH 0.RWJ OF 6TPPL1S- 10:6 P.PWM%MIATELY IT934m)�APART IN THE BOTf0A1 OF THE TAENEH. A KPILLANe�G _41 ESE«� A TERSTAP INS, PPLL saL= x ;�e�a'�,,�oRio. TM 11R," -I' 6TAPLES5TAKES SPAOEDAF9ROkIM4TELY IT130 )APARTAOROSS THE WIDTH OF THE BLANKET. Ts tAIGOWN ORIBLTORrzoNT YAOROssnIEELOPE. s KEFEWIu NNFn 1IIHPaPROPRwTEsRF PAAIN6T THE SOk.SUR—E. PLLBLNMETSHMSTEESEOURE FA5TENEDTOSOIL6MRFAOEGYPIAGINGSTAREG5TAKE6 sHOULn Set— =,I. 3EAc' o'nae!:.A11O POoiS OpeRE3PpmINe TO'".1�nONll Ioar STATER ranPn�slwas a. THE EOCESOP PpPwL[L a' [5.m.iTSm�l aeERwP DEPE+rewc RF PREFERsEAN AHCN"FNI, PL.THFETHEm,ERL.wPwO eLANKeTI3LANKET eENc .IJENW"ISAITTLNAO6KLLeOETnSE1 E DwW 8OIDeNrRHTLO.P PPj. DSITTPNmINW,6E ,TTTHRHTPEmHUEUSGEN OOFO�SeTwADpPLEPEPOmhR SnSHRTAEKqE AOLPENPN7RGHoTEkHIPSNRGAETRVFEILAvTE�3R'Y T[TIH4AENmuACLL115an) MfAN 1PLAYKYS]E3ETE9. eNENECWIIERS3 SPRI'ATPOP RO%IM THE— ECURE rt€e: Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation City of Monticello Date: Plate No. Revised:03-0$03-15 6011 STONY BROOK VILLAGE MONTICELLO, MINNESOTA 0 6' 7' SIDEWALK BOULEVARD L 60' �/W 30' I 30' R/W I R/W € 15' I 15' I I 14' CONCRETE WALK -J 2 ROLLS OF SOD AT BACK OF CURB (TYP.) J MODIFIED DESIGN "D" CURB & GUTTER (TYP.) Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc BOULEVARD 2% _ 4%f SLOPE TYPICAL STREET SECTION REFER TO PLAN SHEET FOR DIMENSIONS 1.5" Mil TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240C)(2360) Mil SPEC. 2357 BITUMINOUS TACK COAT 3" MnDOT TYPE SP 12.5 NON -WEARING COURSE MIXTURE (SPNWB230C)(2360) 6" Mil SPEC. 3138 CLASS 5 AGGREGATE BASE (MODIFIED) SELECT GRANULAR BORROW (DETERMINED BY GEOTECHNICAL ENGINEER) W/GEOTEXTILE FABRIC TYPE 5 6" MINIMUM SCARIFY AND COMPACTED SUBGRADE (100% STANDARD PROCTOR) TYPICAL STREET - PAVEMENT DESIGN CONSTRUCTION PLANS SHEET NUMBER: 5 DETAILS OF 10 PROJECT NUMBER: 0030308.00 DATE: 08/17/21 V C v V Qj C 0 .Ln Ln v 0 a 0 0 3 V) a� N 0 N SWPPP NARRATIVE THE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BY THE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE: JULY 31, 2023) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE. THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT STONY BROOK VILLAGE. THIS REPORT SHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP: - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION - SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION - INSPECTION AND MAINTENANCE PROCEDURES THE GRADING AND EROSION CONTROL PLAN PREPARED FOR STONY BROOK VILLAGE SHALL BE CONSIDERED PART OF THE SWPPP. PROJECT LOCATION THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR STONY BROOK VILLAGE IN MONTICELLO, MINNESOTA. THE SITE IS LOCATED IN THE 701 ELM STREET (NORTHWEST QUADRANT OF ELM STREET AND 7TH STREET WEST). PROJECT CONTACT INFORMATION OWNER/DEVELOPER: CONTRACTOR: MARK ELLIOT HOMES TBD MARK PASVOGEL 17769 KENWOOD TRAIL LAKEVILLE MN 55044 CONTACT MARK@MARKELLIOTHOMES.COM IDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. SWPPP DESIGNER: SWPPP INSPECTION: BMP INSTALLER: WESTWOOD PROFESSIONAL SERVICES, INC TBD TBD CHAD L. JOHNSON MINNETONKA, MN 55343 952-906-7489 CHAD.JOHNSON@WESTWOODPS.COM XPIRATION DATE: MAY 31, 2022 OWNER -DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL. -SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI) -COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT -SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OF SITE DISCHARGE. -KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION) -SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPETE -SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION -IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM. -DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE. -IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP AND CONDUCT INSPECTIONS OPERATOR -COMPLETION OF AN ACCURATE NOI WITH THE OWNER -COMPLIANCE WITH CSGP SECTIONS 3, 4,6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090) -KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC) -COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED. PROJECT DESCRIPTION THE SITE IS APPROXIMATELY 7.50 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO GRADING, INFILTRATION BASINS, ONE POND, 28 TWIN HOMES, STREETS AND ASSOCIATED UTILITY INFRASTRUCTURE. PROJECT AREA = 7.5 ACRES DISTURBED AREA = 7.1 ACRES EXISTING IMPERVIOUS AREA = 0.0 ACRES PROPOSED IMPERVIOUS AREA = 2.6 ACRES PRE -DEVELOPMENT SITE CONDITIONS TEH EXISTING SITE IS APPROXIMATE 7.5 ACRES, FORMERLY AN AUTO SALVAGE YARD THAT HAS BEEN REMEDIATED. SOILS BORINGS PROVIDED BY BRAUN INTERTEC INDICATE PRIMARILY POORLY GRADED SAND (SP) OVER SANDY LEAN CLAY (CL) WITH LAYERS OF SILTY SAND (SM). GROUNDWATER WAS OBSERVED IN MUTIPLE BORING RANGING IN DEPTH FROM 922 TO 928. REFER TO GEOTECHNICAL REPORT DATED 03/23/2021 COMPLETED BY BRAUN INTERTEC. POST -DEVELOPMENT SITE CONDITIONS PROPOSED DEVELOPMENT WILL RESULT IN 28 TWIN HOMES. THE PROPOSED SITE DRAINAGE WILL BE ROUTED TO TWO INFILTRATION BASINS WITH PRETREATEMENT CELLS FOR RATE CONTROL, WATER QUALITY AND VOLUME CONTROL. STORM WATER MANAGEMENT PLAN THE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OF GUIDELINES SET FORTH IN THE ITEM 22 OF THE SWPPP NOTES SECTION THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF SURFACE DRAINAGE BY CURB AND GUTTER, DRAINAGE SWALES AND STORM SEWER PIPE. THE SITE DRAINAGE WILL BE ROUTED TO PROPOSED STORM SEWER WHICH WILL BE DISCHARGED TO TWO INFILTRATION BASINS. REFER TO THE STONY BROOK VILLAGE STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE -DEVELOPMENT SITE CONDITIONS, POST -DEVELOPMENT SITE CONDITIONS, AND STORM WATER MANAGEMENT CALCULATIONS. THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS. SPECIAL AND/OR IMPAIRED WATERS WITHIN 1 MILE OF THE PROJECT SITE NAME: MISSISSIPPI RIVER IMPAIRMENT SCENIC AND RECREATIONAL RIVER DISTANCE AND DIRECTION FROM SITE: 0.6 MILES TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONAL TEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN. DESIGNED: CTY INITIAL ISSUE: 07/27/21 REVISIONS: CHECKED: JHB A 08/17/21 ADDED VEGETATION PRESERVATION AND PROTECTION DRAWN: CTY Q HORIZONTAL SCALE: ### Q VERTICAL SCALE: ### OR ## Q CONTRACTOR SECONDARY CONTAINMENT A PREPARED FOR: POTENTIAL STORM WATER POLLUTANTS POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE: POTENTIAL POLLUTANT LOCATION CONTROL MEASURE ANTIFREEZE VARIOUS SECONDARY CONTAINMENT DRIP PAN DIESEL FUEL VARIOUS SECONDARY CONTAINMENT DRIP PAN FERTILIZER LANDSCAPE CONTRACTOR SECONDARY CONTAINMENT GASOLINE IN EQUIPMENT/FUELING AREA SECONDARY CONTAINMENT/ DRIP PAN GLUE/ADHESIVES CONTRACTOR SECONDARY CONTAINMENT HYDRAULIC OILS/FLUIDS CONTRACTOR SECONDARY CONTAINMENT PAINTS CONTRACTOR SECONDARY CONTAINMENT GREASE CONTRACTOR SECONDARY CONTAINMENT/ DRIP PAN SANITARY WASTE PORTABLE BATHROOMS SERVICE PROVIDER TO SECURE UNITS FROM TIPPING OVER AND MAINTAINED SOIL AMENDMENTS LANDSCAPING MATERIALS VARIOUS LANDSCAPE CONTRACTOR SECONDARY CONTAINMENT CONTRACTOR RESPONSIBLE CONCRETE TRUCK WASHOUT WASHOUT AREA CONCRETE / MORTAR MOBILE MIXER S.C. / WASHOUT AREA CONSTRUCTION SEQUENCE THE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO -LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN. INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN. 2. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE. 3. CLEAR AND GRUB SITE. 4. STRIP AND STOCKPILE TOPSOIL. 5. ROUGH GRADE OF SITE. 6. STABILIZE DENUDED AREAS AND STOCKPILES. 7. INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES. 8. INSTALL INLET PROTECTION AROUND CATCH BASINS. 9. INSTALL STREET SECTION. 10. INSTALL CURB AND GUTTER. 11. INSTALL PAVEMENT. 12. INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.) 13. FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED AND MULCH. 14. REMOVE ACCUMULATED SEDIMENT. 15. FINAL GRADE. 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. CONSTRUCTION NOTES IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798. TIMING OF BMP INSTALLATION THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS. • PRIOR TO START OF CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION: 1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN. 2. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS. 3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION. 4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN. • DURING CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURING CONSTRUCTION: 1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED. 2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARY SEED MIX 150, APPLIED AT A RATE OF 40 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED. 3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE. 4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHER A STRAIGHT DISK, HYDROMULCH OR POLYMER. 5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATED WITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200 LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS. 6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER PERIMETER CONTROLS. 7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. 8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF AN EMERGENCY. 9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR. 10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL -OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER 11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT. • INLET SEDIMENT CONTROL BMP REMOVAL IF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THE MUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BE AVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL. • UPON COMPLETION OF CONSTRUCTION ACTIVITIES PERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THE PERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON -VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TO ACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE: 1. ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINAL STABILIZATION. 2. PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROM CONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 3. THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY. 4. ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED. MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ?IDHN H. BENDER DATE: 08/17/21 LICENSE NO. 43358 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Call 48 Hours before digging: 811 or call811.com Common Ground Alliance PERMANENT VEGETATION ESTABLISHMENT PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT IS TO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING. SWPPP INSPECTIONS AND MAINTENANCE EROSION AND SEDIMENT CONTROL INSPECTIONS CONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATER INSPECTION CHECKLIST OR AN ALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THE REQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THIS PLAN INSPECTION SCHEDULE - IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT 0.5 INCHES. - INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS. - INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZEN CONDITIONS). - SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING. SCOPE OF INSPECTION SHALL INCLUDE: 1. RECORD DATE AND TIME OF INSPECTION 2. NAME OF PERSON(S) CONDUCTING INSPECTION 3. FINDINGS OF THE INSPECTION 4. LOCATION AND CORRECTIVE ACTIONS NEEDED 5. CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM) 6. DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE) 7. OBSERVED DISCHARGES LOCATIONS 8. DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN) 9. THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATE TREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS. 10. RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS. 11. ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER OR ELECTRONIC FORM ON SITE. MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE CONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW. THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT: 1. ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED, NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR NOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW. 2. PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2 HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OF PERIMETER SEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW. 3. INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS AN ACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT AND DELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT. 4. TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATION TO z OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELD CONDITIONS ALLOW ACCESS. 5. SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI -TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHER ANTI -TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHER ANTI -TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY. 6. PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS - SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETY OR PREVENT WASHING FROM FORECASTED RAINS. TERMINATION OF COVERAGE THE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS: 1. ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION IS REMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON -VEGETATIVE COVER. THE NOTICE OF TERMINATION FORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKED DATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR: 2. WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPING AND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THE TERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS, LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR: 3. PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET: 3.a. CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND 3.b. AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITH VEGETATION OR NON -VEGETATIVE COVER; AND 3.c. WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND 3.d. THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7. 4. WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS, DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL. SWPPP BMP QUANTITIES SILT FENCE 3,128 LF BIO -ROLL 80 LF INLET PROTECTION 8 EACH TEMPORARY SEED MIX (21-111) 300 LBS PERMANENT SEED MIX (25-131) 1,320 LBS EROSION CONTROL BLANKET 2,500 SY ROCK CONSTRUCTION ENTRANCE 1 EACH STREET SWEEPING 1 EACH Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. CONSTRUCTION PLANS SHEET NUMBER: 6 SWPPP NARRATIVE OF 10 PROJECT NUMBER: 0030308.00 DATE: 08/17/21 w 0 Q J J > O O oC CQ z O L V C v V v V) c 0 Ln Ln v 0 a 0 0 3 a� N 0 N M SWPPP NOTES LISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROM AN OWNER HAS BEEN GIVEN. 1. WORK ADJACENT TO RESIDENTIAL PROPERTIES • INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL AND PROJECT BOUNDARY. • INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAINING TOWARD THE PROPERTY BOUNDARY. 2. IMPORTANT VEGETATION • SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANT VEGETATION AND PROHIBIT VEHICULAR TRAFFIC. • A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLE PARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25 - FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES. 3. LONG -STEEP CUT/FILL SLOPES • THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND. THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYS • PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY OR PERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING A NEW INCREMENT. • LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKING HERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USED ON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • THE SOIL SURFACE ON RE -VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATED PERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASE INFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING. 4. CULVERT INLET/OUTLET PROTECTION • SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESS VELOCITIES REQUIRE RIPRAP. • AT LEAST ONE 2 -FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERT HEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS. • RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. 5. STORM SEWER INLET PROTECTION • STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO AN INLET HAVE BEEN STABILIZED. • INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT IN PLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. • INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. • DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTER CONDITIONS OR FLOODING CONCERNS. 6. STORM WATER POND OUTLETS • TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER POND OUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER. • RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLED UNDER THE APRON LIP. • POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND AS INDICATED ON GRADING AND/OR UTILITY PLANS. 7. TEMPORARY SEDIMENT BASINS • TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATIONS. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2 -YEAR, 24 HOUR STORM, FOR EACH ACRE DRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACH ACRE DRAINED TO THE BASIN. • SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THE SEDIMENT. THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER THAN THE RECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FOR THE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY AND CONTAINMENT. • TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS THE POND, IF NECESSARY. • THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVEL IN THE POND. • WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES 112 FULL (50% OF THE STORAGE VOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVAL SHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGY DISSIPATION AT BASIN OUTLET. 8. STOCKPILES (TEMPORARY AND PERMANENT) • LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES • PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL. • TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BE SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITH HYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER. • IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVC PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER DESIGNED: CTY INITIAL ISSUE: 07/27/21 REVISIONS: CHECKED: JHB A 08/17/21 ADDED VEGETATION PRESERVATION AND PROTECTION DRAWN: CTY Q HORIZONTAL SCALE: ### Q VERTICAL SCALE: ### OR ## Q 9. CONSTRUCTION DEWATERING • DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY DISCHARGED TO SURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE: (TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT): o CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE. o USE A PORTABLE SEDIMENT TRAP SYSTEM. O APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR A SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT. O DISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER AREA. o PUMP TO A TEMPORARY SEDIMENT BASIN. • ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS. • DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS OR ADVERSELY IMPACT WETLANDS. • ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING. 10. CONSTRUCTION ENTRANCES • A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THE CONSTRUCTION SITE. • THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH. • GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OF MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL. • ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS. • CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED. • TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UP TYPE STREET SWEEPER. • IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED OR ANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTO ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED. 11. CONCRETE TRUCK WASHOUT • CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH AND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE. • WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY. • WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. • WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVAL FROM OWNER. • WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES. • CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. • IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER. • WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. 12. VEHICLE MAINTENANCE • ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY. • VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. • ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILL BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY. • ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASH WATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 13. FUELING • ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARY CONTAINMENT SYSTEM. • FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BE DISCHARGED INTO STORM WATER SYSTEMS. • ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS. • ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALS SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 14. HAZARDOUS MATERIALS • HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS. • CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. • MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE. • NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA. • ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UP SMALL SPILLS. • IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. • ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 15. CHEMICAL CONTAINMENT • GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWED TO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE OR GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES. • ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESS THE CONTAINER IS NOT RESEALABLE. • HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OF EACH DAY. • AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB. • THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE A POLLUTION HAZARD. • THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. • ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THE PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE: 08/17/21 LICENSE NO. 43358 MANUFACTURE'S RECOMMENDED METHODS. • ALL REQUIRED CONTAINMENT/ STORAGE UNITS/ ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT • ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 16. SOLID WASTE • SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULAR BASIS. • CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE. • MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE. • SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION CONTRACT. 17. DUST CONTROL • THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. RAPID STABILIZATION METHODS ON SLOPES B. WATER ON ROADWAYS AND GRADED AREAS C. ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUM EMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED. • ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PER SPECIFICATIONS. 18. WINTER STABILIZATION • COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTION ACTIVITIES FOR WINTER • ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH • ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 150 • ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN DRAINING. • PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB AND OUT OF THE PLOWED SNOW AREA. • PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED • INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72 HOURS FROM LEGAL AUTHORITY. • IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BE STABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100 -YR FLOOD ELEVATION. • ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS AND STABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THE APPROVAL OF THE OWNER. 19. NON-STORMWATER DEWATERING • HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED • THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITH ENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORM WATER BASINS AND STORM SEWER SYSTEM. • POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO AN IMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS. 20. WORK NEAR SPECIAL WATERS • EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED. • TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OF DISCHARGE. • IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS. • MAINTAIN AT ALL TIMES, 100 FT UNDISTURBED BUFFER AROUND SPECIAL WATERS. • NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "SPECIAL WATERS" • SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS 21. WORK NEAR OR IN IMPAIRED WATERS • EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED. • TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OF DISCHARGE. • IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS. • NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS" • SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS 22. INFILTRATION/FILTRATION AREAS • FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION. • EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED. • DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA. • DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA. • ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA. • IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BE FINAL GRADED AND STABILIZED STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or call811.com Common Ground Alliance CONSTRUCTION PLANS SWPPP NOTES PROJECT NUMBER: 0030308.00 SHEET NUMBER: 7 DATE: 08/17/21 10 O 'n FVW;+I,TriS ��eil erson•B lvd•NWe S how search results for 45-3037 468 9 --- �rrta F, fj} I �r Cb Big Lake 4 tF I 12othstNE 0. �St SE � C .. ap v f z S 4r U. zs - sF 61 o` s Prairie Rd a y Riverside � X L'GM262ry a TrawcreLll �9luay Otter reek`�r - - - - ��'ti 1751 9nde7evlew � \ 1 Park yR � Z � 'ry5e -fid :2 in Mnn[csRo 0. Mub i9�r r 5p i=•?' Coifrlty Raad 35 NF, - `. �prf'ryJ �f7$ ��ly'g c sc LBi Golf Course Rd a r 4 �rC L4 j r-- - Monticell ` r 3 se'. County Road 14 NVY J P-911 I � CE 111 N a N d l ¢ Target i1vE r ew n, E39]: o �yki I2J %h � f97[.v I .� Jh�ceafi 1sl Durldas.Rd a a�{ � w i 'O W - I rn - O School Blvd LU L 1 I Star �ih9 Dr 9Dth 91 NE - - 'lellberg C1 m a h377 H - 9u - - Ell nLL Ry@ Ji _.. 11i, K -,. RSth r. tiE 'ilE: _$5th 51 NI i �f: . { ` 1�1 Esri Canada, Esri, HERE. Garmin, INCREMENT P. USG 5, MET}INASA, EPA, USDA 11= � VICINITY MAP/IMPAIRED WATERS MAP INFEASIBILITY DETERMINATION (ITEMS 5.13, 5.14 AND 5.15) TEMPORARY SEDIMENT BASIN IF PERMITTEE DETERMINES A TEMPORARY SEDIMENT BASIN TO MEET SECTION 14 IS INFEASIBLE, DOCUMENT THIS DETERMINATION; PERMITTEES TO CONSIDER PUBLIC SAFETY, SITE FACTORS SUCH AS SITE SOILS, SLOPE, AND AVAILABLE AREA ON SITE. BUFFER ZONE AS DESCRIBED IN PERMIT ITEMS 9.17 AND 23.11 DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: ### VERTICAL SCALE: ### OR ## INITIAL ISSUE: 07/27/21 REVISIONS: A 08/17/21 ADDED VEGETATION PRESERVATION AND PROTECTION A ❑A ❑A Call 48 Hours before digging: 811 or call811.com SWPPP AMENDMENTS Common Ground Alliance THIS PLAN AND THE ATTACHMENTS MUST BE AMENDED TO INCLUDE ADDITIONAL REQUIREMENTS OR MODIFIED REQUIREMENTS WHICH TAKE PLACE DURING CONSTRUCTION IF ONE OR MORE OF THE FOLLOWING OCCUR: 1. THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OF POLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER. 2. INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY, MINNESOTA POLLUTION CONTROL AGENCY OFFICIALS INDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS. 3. THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THE MN R1000011 CONSTRUCTION GENERAL PERMIT. 4. IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTS ARE NEEDED, REQUIREMENTS ARE NOT BEING NET FOR TMDL OR OTHER WATER QUALITY STANDARDS, OR THAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS. 5. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENT CHANGES AND AMENDMENTS TO THIS DOCUMENT. AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWING INDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP; THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIED INDIVIDUAL. PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THE DOCUMENT TO REFERENCE BACK TO THE CHANGES SUMMARIZED BELOW. AMENDMENT NO. I DATE I REASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENT I REQUESTED BY I PREPARED BY CONSTRUCTION PLANS 10 LU Q J J O O ry CID z O SHEET NUMBER: PREPARED FOR. HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A Westwood Q DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS Q MARK E L L I OT HOMES OF THE STATE OF MINNESOTA 9� STONY BROOK VILLAGE SWPPP MAPS OF 1 Minna Phone (952) 937-5150 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888)937-5150 westwoodps.com BHN H. BENDER 17769 KENWOOD TRAIL DATE: 08/17/21 LICENSE NO. 4335$ MONTICELLO, MINNESOTA Westwood Professional Services, Inc. LAKEVILLE, MINNESOTA 55044 PROJECT NUMBER: 0030308.00 DATE: 08/17/21 10 LU Q J J O O ry CID z O V C a) V a) V) c 0 .N 0 a 0 0 3 Ul v N 0 N O J 5114 I ka 5113 I ro m m 5105 5104 940 938 936 5125 59 7 AW 5128 10/ t w 5127 0 116 Co rn 11 12 00 M rn 5090 1 —5,zz INFILT. BASIN (1P) \ 5012 NWL 931.5 OE 933.0 5011 o o�� 936 HWL 934.0 W r 934 a 5003 p / 5013 � 932 5014 1 6 5016 9311- 5 v �� - 936,/9'�7.S / / / 5017 9 -?4 002 A 5017 019 940 5118 X5120 11 5023 g38 so3 5109 5041 5018 502, 3 5022 5020 5024 j 2 s 5006 q � 5005 i TREE PRESERVATION REQUIREMENTS 5027 004 5008 — 5007 93 37 Ma, 9 0 STO^ 8 6 �d 5035 O v v e LU 5034ham° _ 26 �c�R 33� 5029 938 L7 vU 00 ` e o 25 5043 27 5031 / O 50 / s1o7 � � � 28 i' � 40 Co z 5050 9'38 so4 / Q oz / L _04 / 24 ��' C 936 p �6 9 \ 5 934 gas 1 5101 23 1 5095 \ / 509 / 29 \y/ Qo �/— 5098 / ;088 _ INFILT. BASIN (2P) so `� NWL 932.5 938� Qo 936�� . OE 934.0 22 b / �� HWL 934.8 l -J 936 5083 508'[ 8 505 21 �C' 5072 5076 , 5071 'Af1� 5078 09 DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR 5' INITIAL ISSUE: 07/27/21 uso 940 19 I o � 5060 5059 P I , I 940 SAVED TREES AVAILABLE FOR CREDIT: II A CREDIT OF ONE -AND -ONE-QUARTER (1.25) MULTIPLIED BYTHE AGGREGATE CALIPER (17 ACI SAVED x 1.25 = 21.25 ACI CREDITED) TOTAL ACI REPLACED/CREDITED 3.25 ACI *CREDITTO BE APPLIED TOWARDS REQUIRED BUFFER PLANTINGS (CREDITED) 940 938 936 5125 59 7 AW 5128 10/ t w 5127 0 116 Co rn 11 12 00 M rn 5090 1 —5,zz INFILT. BASIN (1P) \ 5012 NWL 931.5 OE 933.0 5011 o o�� 936 HWL 934.0 W r 934 a 5003 p / 5013 � 932 5014 1 6 5016 9311- 5 v �� - 936,/9'�7.S / / / 5017 9 -?4 002 A 5017 019 940 5118 X5120 11 5023 g38 so3 5109 5041 5018 502, 3 5022 5020 5024 j 2 s 5006 q � 5005 i TREE PRESERVATION REQUIREMENTS 5027 004 5008 — 5007 93 37 Ma, 9 0 STO^ 8 6 �d 5035 O v v e LU 5034ham° _ 26 �c�R 33� 5029 938 L7 vU 00 ` e o 25 5043 27 5031 / O 50 / s1o7 � � � 28 i' � 40 Co z 5050 9'38 so4 / Q oz / L _04 / 24 ��' C 936 p �6 9 \ 5 934 gas 1 5101 23 1 5095 \ / 509 / 29 \y/ Qo �/— 5098 / ;088 _ INFILT. BASIN (2P) so `� NWL 932.5 938� Qo 936�� . OE 934.0 22 b / �� HWL 934.8 l -J 936 5083 508'[ 8 505 21 �C' 5072 5076 , 5071 'Af1� 5078 09 DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR 5' INITIAL ISSUE: 07/27/21 uso 940 19 916 DBH. IN. 20 5060 5059 ALLOWED REMOVAL WITHOUT REPLACEMENT 853 DBH. IN. 5058 940 0 Q1 o O� 5053 505 QOM 938 °� Q Oo � 5066 936 5 - T 5062 s ❑ �_ .T��—�.= 5063 r Q / STO 5064 ( / a 1 1 / , Q XX r C� O 0 ( O / 1 T /t • O I94 946 A D I REVISIONS: PREPARED FOR: 08/17/21 ADDED VEGETATION PRESERVATION AND PROTECTION MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CORY MEYER DATE: 08/17/21 LICENSE NO. 26971 STONY BROOK VILLAGE MONTICELLO, MINNESOTA SPECIMEN TREE REPLACEMENT REQUIREMENTS ANY CANOPY TREE WITH A DBH OF 36 INCHES OR MORE AND ANY UNDERSTORY OR ORNAMENTAL TREE WITH A DBH OF 10 INCHES OR MORE THAT IS NOT EXEMPTED AS A SPECIMEN TREE BY THIS ORDINANCE CREDIT AMOUNT A CREDIT OF ONE -AND -ONE-QUARTER (1.25) MULTIPLIED BY THE AGGREGATE CALIPER OF TREES THAT ARE NOT SPECIMEN TREES SHALL BE CREDITED AND APPLIED TOWARDS THE LANDSCAPING STANDARDS IN SECTION 4.1, LANDSCAPING AND SCREENING, WHEN THE TREES THAT ARE SAVED COMPLY WITH THE FOLLOWING MINIMUM SIZE STANDARDS: CANOPY TREES CANOPY TREES, WHETHER DECIDUOUS OR EVERGREEN, OF SEVEN INCHES IN CALIPER OR GREATER, MEASURED SIX INCHES ABOVE GROUND LEVEL UNDERSTORY/ORNAMENTAL TREES UNDERSTORY OR ORNAMENTAL TREES, WHETHER DECIDUOUS OR EVERGREEN, OF FOUR INCHES IN CALIPER OR GREATER, MEASURED FOUR INCHES ABOVE GROUND LEVEL. CREDIT APPLIED TOWARDS REQUIRED PLANTINGS THE CREDIT SHALL BE APPLIED TO THE AGGREGATE TREE CALIPER INCH STANDARDS FOR LANDSCAPING. IN NO CASE SHALL CREDITS SUBSTITUTE FOR MORE THAN 75 PERCENT OF THE REQUIRED LANDSCAPING MATERIAL. TREE REPLACEMENT CALCULATIONS TOTAL ONSITE CALIPER INCHES: 916 DBH. IN. TOTAL TREES SAVED: 17 DBH. IN. TOTAL TREES REMOVED: 870 DBH. IN. ALLOWED REMOVAL WITHOUT REPLACEMENT 853 DBH. IN. SPECIMEN TREE REPLACEMENT REQUIRED: 18 ACI EACH HEALTHY SPECIMEN TREE REMOVED OR DESTROYED SHALL BE REPLACED WITH THREE OR MORE REPLACEMENT TREES EQUALING OR EXCEEDING ATOTAL OF EIGHTEEN (18) AGGREGATE CALIPER INCHES SAVED TREES AVAILABLE FOR CREDIT: 21.25 ACI A CREDIT OF ONE -AND -ONE-QUARTER (1.25) MULTIPLIED BYTHE AGGREGATE CALIPER (17 ACI SAVED x 1.25 = 21.25 ACI CREDITED) TOTAL ACI REPLACED/CREDITED 3.25 ACI *CREDITTO BE APPLIED TOWARDS REQUIRED BUFFER PLANTINGS (CREDITED) LEGEND IV EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO BE REMOVED Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Call 48 Hours before digging: 811 or call811.com Common GroundAlliance 0' 50' 100' 150' CONSTRUCTION PLANS SHEET NUMBER: VEGETATION PRESERVATION 9 of AND PROTECTION PLAN Q PROJECT NUMBER: 0030308.00 DATE: 08/17/21 O TREE Ti - SPECIES � SIZE (DIB , MODIFI , NOTES , STATUS 5002 SUGAR MAPLE 9 x CHECKED: DRAWN: REMOVED- EXEMPT- SIZE 5003 COLORADO SPRUCE 17 VERTICAL SCALE: ### OR ## SAVED 5004 NORWAY PI NE 16 pd REMOVED- EXEMPT- UNHEALTHY 5005 SUGAR MAPLE 46 bd REMOVED EXEMPT- INVASIVE 5006 SUGAR MAPLE 19 bd REMOVED- EXEMPT- UNHEALTHY 5007 GREEN AND WHITE ASH 14 bd REMOVED- EXEMPT- UNHEALTHY 5008 SIBERIAN ELM 12 bd REMOVED- EXEMPT- INVASIVE 5009 SIBERIAN ELM 7 x bd REMOVED- EXEMPT- INVASIVE 5010 SIBERIAN ELM 10 x bd REMOVED- EXEMPT- INVASIVE 5011 SIBERIAN ELM 19 x bd REMOVED- EXEMPT- UNHEALTHY 5012 SIBERIAN ELM 15 x bd REMOVED- EXEMPT- UNHEALTHY 5013 SIBERIAN ELM 8 x bd REMOVED- EXEMPT- INVASIVE 5014 BOXELDER 7 x bd REMOVED- EXEMPT- SIZE 5015 SIBERIAN ELM 12 x bd REMOVED- EXEMPT- INVASIVE 5016 GREEN AND WHITE ASH 6 bd REMOVED- EXEMPT- UNHEALTHY 5017 GREEN AND WHITE ASH 7 x REMOVED- EXEMPT- SIZE 5018 GREEN AND WHITE ASH 6 REMOVED- EXEMPT- SIZE 5019 SIBERIAN ELM 15 x bd REMOVED- EXEMPT- UNHEALTHY 5020 SIBERIAN ELM 29 bd REMOVED- EXEMPT- INVASIVE 5021 GREEN AND WHITE ASH 9 x REMOVED- EXEMPT- SIZE 5022 GREEN AND WHITE ASH 8 bd REMOVED- EXEMPT- UNHEALTHY 5023 SIBERIAN ELM 11 x bd REMOVED- EXEMPT- UNHEALTHY 5024 SIBERIAN ELM 13 bd REMOVED- EXEMPT- INVASIVE 5025 SIBERIAN ELM 22 bd REMOVED- EXEMPT- UNHEALTHY 5026 GREEN AND WHITE ASH 13 x bd REMOVED- EXEMPT- UNHEALTHY 5027 SIBERIAN ELM 9 x bd REMOVED- EXEMPT- UNHEALTHY 5029 COTTONWOOD 10 x REMOVED- EXEMPT- SIZE 5031 SIBERIAN ELM 7 x bd REMOVED- EXEMPT- INVASIVE 5033 SIBERIAN ELM 6 x bd REMOVED- EXEMPT- INVASIVE 5034 GREEN AND WHITE ASH 8 x bd REMOVED- EXEMPT- UNHEALTHY 5035 SIBERIAN ELM 48 x bd REMOVED- EXEMPT- UNHEALTHY 5037 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5039 SIBERIAN ELM 7 x REMOVED- EXEMPT- INVASIVE 5041 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5043 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5044 SIBERIAN ELM 7 REMOVED- EXEMPT- INVASIVE 5046 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5048 SIBERIAN ELM 7 x bd REMOVED- EXEMPT- INVASIVE 5050 SIBERIAN ELM 7 x bd REMOVED- EXEMPT- INVASIVE 5052 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5053 SIBERIAN ELM 8 x REMOVED- EXEMPT- INVASIVE 5054 SIBERIAN ELM 11 x REMOVED- EXEMPT- INVASIVE 5056 SIBERIAN ELM 11 x pd REMOVED- EXEMPT- INVASIVE 5058 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5059 SIBERIAN ELM 11 x REMOVED- EXEMPT- INVASIVE 5060 SIBERIAN ELM 6 REMOVED- EXEMPT- INVASIVE DESIGNED: CTY INITIAL ISSUE: 07/27/21 REVISIONS: CHECKED: DRAWN: SHB CTY Q 08/17/21 ADDED VEGETATION PRESERVATION AND PROTECTION Q HORIZONTAL SCALE: ### Q VERTICAL SCALE: ### OR ## Q 5064 PREPARED FOR: TREE T) + SPECIES + SIZE (DB + MODIFI + NOTES + STATUS 5062 SIBERIAN ELM 11 x bd OFFSITE 5063 SIBERIAN ELM 9 bd OFFSITE 5064 SIBERIAN ELM 12 bd OFFSITE 5065 SIBERIAN ELM 14 bd REMOVED- EXEMPT- INVASIVE 5066 SIBERIAN ELM 18 bd REMOVED- EXEMPT- INVASIVE 5067 SIBERIAN ELM 6 REMOVED- EXEMPT- INVASIVE 5068 SIBERIAN ELM 10 bd REMOVED- EXEMPT- INVASIVE 5069 SIBERIAN ELM 14 x bd REMOVED- EXEMPT- INVASIVE 5071 SIBERIAN ELM 15 x bd REMOVED- EXEMPT- INVASIVE 5072 SIBERIAN ELM 33 bd REMOVED- EXEMPT- INVASIVE 5074 SIBERIAN ELM 7 x REMOVED- EXEMPT- INVASIVE 5076 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5078 SIBERIAN ELM 6 x bd REMOVED- EXEMPT- UNHEALTHY 5080 COTTONWOOD 7 x REMOVED - EXEMPT - SIZE 5082 SIBERIAN ELM 7 REMOVED- EXEMPT- INVASIVE 5083 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5085 SIBERIAN ELM 6 REMOVED- EXEMPT- INVASIVE 5087 SIBERIAN ELM 10 REMOVED- EXEMPT- INVASIVE 5088 SIBERIAN ELM 7 REMOVED- EXEMPT- INVASIVE 5090 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5091 SIBERIAN ELM 6 REMOVED- EXEMPT- INVASIVE 5092 SIBERIAN ELM 9 REMOVED- EXEMPT- INVASIVE 5093 SIBERIAN ELM 6 REMOVED- EXEMPT- INVASIVE 5095 SIBERIAN ELM 7 REMOVED- EXEMPT- INVASIVE 5096 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5098 SIBERIAN ELM 7 x REMOVED- EXEMPT- INVASIVE 5101 SIBERIAN ELM 7 x REMOVED- EXEMPT- INVASIVE 5103 BOXELDER 12 x bd REMOVED- EXEMPT- UNHEALTHY 5104 SIBERIAN ELM 19 x bd REMOVED- EXEMPT- INVASIVE 5105 SIBERIAN ELM 14 x bd REMOVED- EXEMPT- INVASIVE 5107 SIBERIAN ELM 6 REMOVED- EXEMPT- INVASIVE 5109 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5111 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5113 SIBERIAN ELM 10 x REMOVED- EXEMPT- INVASIVE 5114 SIBERIAN ELM 6 REMOVED- EXEMPT- INVASIVE 5116 SIBERIAN ELM 6 REMOVED- EXEMPT- INVASIVE 5118 SIBERIAN ELM 6 x REMOVED- EXEMPT- INVASIVE 5120 SIBERIAN ELM 7 x bd REMOVED- EXEMPT- UNHEALTHY 5122 SIBERIAN ELM 9 bd REMOVED- EXEMPT- UNHEALTHY 5124 ASPEN 8 x REMOVED - EXEMPT - SIZE 5125 COTTONWOOD 8 x REMOVED - EXEMPT - SIZE 5127 SIBERIAN ELM 6 REMOVED- EXEMPT- INVASIVE 5128 SIBERIAN ELM 6 pd REMOVED- EXEMPT- UNHEALTHY 5130 SIBERIAN ELM 6 REMOVED- EXEMPT- INVASIVE MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CORY MEYER DATE: 08/17/21 LICENSE NO. 26971 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Call 48 Hours before digging: 811 or call811.com Common Ground Alliance CONSTRUCTION PLANS SHEET NUMBER: VEGETATION PRESERVATION 10 AND PROTECTION DATA IT PROJECT NUMBER: 0030308.00 1 DATE: 08/17/21 10 O Tr 0 V 00 O m O m O O I) O O 00 O O m O O I II o I CD II I II 41 / TW 39.3 x /��o ` -940 939 936 BW 36.0 / ` T 39. TW 3.9. 8 BW 38.3 W 5. 7TW 39. I X 9 ` ' 6 BW 38.3 5 10 9 1000, 9.2l O940 \ p � �. \ I 7 38.8 38.5 93 II I 11 5b 37.94 c3 A 3 I � 38.8 M 38.5 12 NP 4xS w r opI -- oLn g38 �� ! o o 27 r� _ co l0 WqT M c6 rn M W 0 \ \ s INFILT. BASIN (11P) \ / NWL 931.5 D 936 OE 933.0 HWL 934.0 EOF W 39. 934 34.7 Qo BW 36.1 932 � O 932 936 /BTW 39.3 `-Y3 4BW / s'e a TW 3.2.3 934 / X yQ BW 35.8 � �7.0 TW 39.3 I W 38.8 �/ Q BW 38.3 B 36. 3 TW -3$.8 / B 37 8 / 2 11)p936 h TW 38.8 BW 3K' 2 TW 38.8 1BW 38.8 / 3'S 102 1.18 AC a I \ 14 m LLI M \\ sq\ LU 9 38 "' '`,,\ 9"'cp � 936 ti C �9r �9 \ T sy ti 4 .934 202 3 0 49 AC 38.10 ss 328.0 x yv LP 7+95.34 co ` s ELEV 936.90_ INFILT. BASIN (2P) 38.8 NWL 932.5 � � � o ( 5= � 938 E % / 'P OE 934.0 1�p, _ 201 2 936 3.5 P HWL 934.8 1.22 AC 40 411,�Q co , M sgti 18 938 37.. 2 � �9r 940 L � 38.8 � � O 19 Jq O O 9 rn vti -9 0 Qo� 38.5 938 /P / _ s -938 9ti �vT 38.5 38.5-1 P �(51 1 x 37.5 936 34 1 300 3 1 ` \syti O Q ` s 0.37 AC \q QOM SPN 5 T l � X29 9A2 �P T T Q 1 S % / 96 P� P� / K . a - STO N SA - �SCCL �SAb� S N SAN SAN - AN SAN SAN SAN Q �o 1 61)o d I � O 1 [, o 0 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE: LICENSE NO. STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Call 48 Hours before digging: 811 or call811.com Common Groun A iance X 1"=50' 0' 50' 100' 150' NOT FOR CONSTRUCTION SHEET NUMBER: 1 PROPOSED DRAINAGE of MAP 1 PROJECT NUMBER: 0030308.00 DATE: 07/6/1 LU a J J O r.� m z 0 in INITIAL ISSUE: 04/05/21 DESIGNED: CTY REVISIONS: PREPARED FOR: CHECKED: JHB Q DRAWN: CTY MARK ELLIOT HOMES HORIZONTAL SCALE: 50' Q 17769 KENWOOD TRAIL VERTICAL SCALE: 10' OR 5' LAKEVILLE, MINNESOTA 55044 / K . a - STO N SA - �SCCL �SAb� S N SAN SAN - AN SAN SAN SAN Q �o 1 61)o d I � O 1 [, o 0 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE: LICENSE NO. STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Call 48 Hours before digging: 811 or call811.com Common Groun A iance X 1"=50' 0' 50' 100' 150' NOT FOR CONSTRUCTION SHEET NUMBER: 1 PROPOSED DRAINAGE of MAP 1 PROJECT NUMBER: 0030308.00 DATE: 07/6/1 LU a J J O r.� m z 0 in v c V CU v Q) N c O N N O IL O O >CU N O N N FOR SANITARY SEWER, VVATERMAIN, STORM SEWER, AND STREETS FOR STONY BROOK VILLAGE MONTICELLO, MINNESOTA PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 CONTACT: MARK PASVOGEL PHONE: 952-392-9227 EMAIL: MARK@ MARKELLIOTHOM ES.COM PREPARED BY: Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. PROJECT NUMBER: 0030308.00 CONTACT: JOHN H. BENDER SHEET INDEX Sheet List Table SHEET NUMBER SHEET TITLE 1 Cover 2 Sanitary Sewer and Watermain Construction Plans Street and Storm Sewer Construction Plans Lighting and Signage Plan 3 4 5 Details 6 Details 7 Details 8 Details Vicinity Map (NOT TO SCALE) NOTE: PLANS SHALL COMPLY WITH THE REQUIREMENTS LISTED IN THE CITY GENERAL SPECIFICATIONS. NO. DATE REVISION SHEETS CONSTRUCTION PLANS FOR SANITARY SEWER, WATERMAIN, STORM SEWER, AND STREETS FOR STONY BROOK VILLAGE MONTICELLO, MINNESOTA INITIAL SUBMITTAL DATE: 07/27/21 SHEET: 1 OF 8 PROJECT NUMBER: 0030308.00 LU Q J 0 O W m z O I -- Ln V c a� V i a� C: 0 N 0 a 0 0 3 LA v N 0 N O STC n El(p �9T xz o � A BLK NO. LOT NO. S&W BEND DIST TO WYE (FT) XXX.X RISER L (FT) XXX.X a� TOP OF WM TOP OF 1 11 0+06 - 931.7 - a� 940.8 12 y - a5 51 940.8 13 0+26 - m Zn,m a 51 G zm 0+74 - 1� II II I+ z 56 940.2 15 1+25 - W A N 62 939.6 000� 1+74 - -- J 67 939.5 17 2+19 - STC n El(p �9T xz o � A 00DI e 935 930 925 920 15 10+00 STONY BROOK CIRCLE 682 LF - 8" PVC C900 WM w/TRACER WIRE 7.5' MIN COVER 0 10 8"-450 BEND 1� 12 13 A $ 1" COPPER SERVICE w/CURB STOP (TYP.) \ \ 1 I r 8"-450 BEND --T- i� DIP'S, 93 OE ` g34 0 NW $„STUB , IE=+g21/.23 PVC I, 5 4 4" IRRIGATION 4" PVC SDR 26 3 ► 3 ► MH -3 MH -4 MH -5 26 -MH-6 25 p/ 6011 own 8"-22.So BEND MH -2 REMOVE 7 LF EX. 8" WM & CONNECT TO EX. 8" WM w/8" GV AND 45° & 22.50 BENDS z CONSTRUCT MH -1 Ll / OVER EX. 8" STUB wq o / / N 6002 _ExM = _620 3565 E .24 1� IE V)- 520 04 \ / IE( BILK NO. BLK NO. LOT NO. S&W BEND DIST TO WYE (FT) XXX.X RISER L (FT) XXX.X WYE=X+XX TOP OF WM TOP OF 1 11 0+06 - 931.7 - 64 940.8 12 0+43 - 931.7 - 51 940.8 13 0+26 - 931.2 - 51 940.3 14 0+74 - 931.2 - 56 940.2 15 1+25 - 930.5 - 62 939.6 16 1+74 - 930.5 - 67 939.5 17 2+19 - 929.8 - 71 939.1 18 2+28 30 929.8 - 92 939.2 19 2+34 23 930.3 - 71 939.0 20 2+22 8 930.3 - 76 939.2 21 2+13 9 928.8 - 85 938.2 22 2+04 - 928.8 - 91 938.2 23 1+87 - 929.4 - 84 938.6 24 1+42 - 929.4 - 64 938.6 25 0+57 - 930.0 - 42 939.6 26 0+37 - 930.0 - 46 939.7 00DI e 935 930 925 920 15 10+00 STONY BROOK CIRCLE 682 LF - 8" PVC C900 WM w/TRACER WIRE 7.5' MIN COVER 0 10 8"-450 BEND 1� 12 13 A $ 1" COPPER SERVICE w/CURB STOP (TYP.) \ \ 1 I r 8"-450 BEND --T- i� DIP'S, 93 OE ` g34 0 NW $„STUB , IE=+g21/.23 PVC I, 5 4 4" IRRIGATION 4" PVC SDR 26 3 ► 3 ► MH -3 MH -4 MH -5 26 -MH-6 25 p/ 6011 own 8"-22.So BEND MH -2 REMOVE 7 LF EX. 8" WM & CONNECT TO EX. 8" WM w/8" GV AND 45° & 22.50 BENDS z CONSTRUCT MH -1 Ll / OVER EX. 8" STUB wq o / / N 6002 _ExM = _620 3565 E .24 1� IE V)- 520 04 \ / IE( BILK NO. LOT NO. S&W BEND DIST TO WYE (FT) XXX.X RISER L (FT) XXX.X WYE=X+XX TOP OF WM TOP OF 1 1 0+06 - 929.2 - 48 938.4 2 0+54 - 929.2 - 51 938.5 3 1+01 - 929.7 - 54 939.0 4 1+50 - 929.7 - 51 939.0 5 0+25 - 930.2 - 52 939.5 6 0+74 - 930.2 - 53 939.6 7 1+13 - 930.9 - 54 940.1 8 0+06 22 930.9 - 54 940.1 9 0+11 - 931.7 - 82 941.1 10 0+41 - 931.7 - 78 941.1 27 1+06 - 928.6 - 45 938.2 28 0+57 - 928.6 - 44 938.2 DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR S' STA: 4+82 STA: 4+29 STA: 3+80-r RE=938.58 RE=938.62 RE=938.37 R937.4 =E99 37.4 IE=S 924.12 IE=S 923.81 IE=N 924.02 IE=NE 923.71 IE=SW 923.52 IE=W 922.83 IE=E 923.42 IE=SE 922.73 DEPTH=14.56 DEPTH=14.91 DEPTH =14.95 DEPTH=14.76 945 • Call 48 Hours before digging: 811 or call811.com LEGEND Common Ground Alliance XXX.X SANITARY SEWER SERVICE INVERT ELEVATION @ LOT LINE WYE - X+XX SANITARY SEWER SERVICE WYE LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE X.X' RISER XXXX.X DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET © SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER - INSTALL RISER AT PROPERTY LINE GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. 2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. 4. THE CITY IS NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT ARE ASSOCIATED WITH THE VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. UTILITY NOTES 1. FLAG HYDRANTS. 2. EXTEND RODS ON DEEP VALVES. 3. TELEVISE SANITARY SEWER PER CITY DETAILS AND SPECIFICATIONS. VIDEO FILES SHALL BE PROVIDED TO THE CITY FOR REVIEW. 4. UTILITY CROSSINGS SHALL MAINTAIN 18" OF SEPARATION. INSTALL 4" RIGID INSULATION. SSWR & WM CONNECTION Sao Sao Sao 935 935 930 930 925 925 920 920 915 915 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 2+00 INITIAL ISSUE: 07/27/21 REVISIONS: PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA nHN H. BENDER DATE: 07/27/2 LICENSE NO. 43358 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood 115 LF - 8" PVC C900 WM w/TRACER WIRE 7.5' MIN COVER - ` APPROX. FM 935 (ABND) STA = 0+22 TOP OF WM TOP OF WM , ELEV = 932.10 STA = 1+59 STA = 0+30 ELEV = 928.91 ELEV = 928.65 TOP OF WM 930 STA = 0+84 ELEV = 927.37 I I I I I I I I I I I I I 925 114 LF -8"P VC I I I I 37 LF -8" SDR 3S @ PVC @ 1.349/0 0.30% I I - -920 MH -EX 6002 1" = 50' MH -2 MH -1 STA: -0+00 STA: 1+51 STA: 0+37 RE=935.65 RE=936.51 RE=936.17 IE=NW 920.24 IE=NW 922.08 IE -S 921.98 IE=N 920.45 IE=NE 920.04 0' 50' 100' 150' DEPTH=14.53 IE=SE 920.35 IE=SW 920.04 DEPTH=15.82 DEPTH= 15.61 915 CONSTRUCTION PLAN S 1+00 0+00 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc SHEET NUMBER: SANITARY SEWER AND 2 WATERMAIN OF 8 CONSTRUCTION PLANS PROJECT NUMBER: 0030308.00 DATE: 07/27/21 LU a J J O 112C m z O Un DEPTH12.00 0 0 0 �a CL CURVE CT) DATA � W N D=5° 01'48" CL CURVE DATA R=126.00 A=53° 07'48" yar L=11.06 R=126.00 All T=5.53 VO L=116.84 PI STA=6+39.65 m T=63.00 _o PI STA=8+88.10 s TRANSITION CURB TO R50' BOC 1 Of RsSTONY RO K CIRCLE � e°c � -I- g 5 R60' ROWI D 937 1 937.02 94 i 6' CONC. SIDEWALK ADJUST MH CASTING (TYP.) 937.,per 1INSIDE ROW (TYP.) ri O t o� PED RAMP (TYP.) °o CL CURVE DATA �( A=238° 09'37" _ R=34.00 `N L=141.33 CB -202 °oy FES -300 T=61.14 CBMH-201 I MODIFIED DESIGN "D" D� CURB & GUTTER (TYP.) PI STA=6+22.64 10' CORE DRILL INTO N N I EX. STORM STRUCTURE. REPLACE CURB AS NEEDED. N w 11 �qT\ A°ti 21 " FES -200 _ 7.1 CU YD CLASS III RIPRAP \ IE=932.50 z T poy\ \ REMOVE BULKHEAD & OCS-2 FES -20 CONNECT TO EX. 30" RCP N / IE=928.27 Q0 / ✓/ \ N / o � sq DD \ ti sT � 10' BIT TRAIL (TYP.) D n \ \ \ n D ww w © bo o in N N I z � \ "10 p 1 950 DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR 5' INITIAL ISSUE: 07/27/21 M M � M m rn rn 7+00 -0.60% X O FM Lo X C•� x STONY BROOK CIRCLE 6� N 06 M m rn rn PVI STA = 5+57.60 PVI ELEV = 938.20 -\ Ln Ln 06 m rn 9 CL CURVE DATA 1Q A=97'43'12" R=60.00 L=102.33 T=68.68 PI STA=4+34.65 11 12 06 06 06 � m m m m H.P ELEV = 938.69 H.P. STA = 4+50.00 PVI STA = 4+50.00 PVI ELEV = 938.84 A.D. = -1.20% K = 83.33 100.00' VC PVC = 4+00.00 ELEV = 938.54 PVT = 5+00.00 LEV = 938.54 gP5\N 11Pl Structure Casting Type Ln o rn o Dia. 1 rn oN r M m r__� rn rn 2 OCS 60" SEE DETAIL 10 FES 12" ,;Trn 20 L.P ELEV = 936.90 12" - + M FES 21" 945 101 O1II 11 w 48" L.P. STA = 7+95.34 PVI STA = 8+20.00 102 CBMH 48" N w 103 PVI ELEV = 936.62 2'x 3' R -3067-V 200 FES A.D. = 1.89% w/TRASHGUARD 201 > > 60" R -3067 -VB 202 CB a R -3067 -VB K = 71.40 FES 15" w/TRASHGUARD 135.00' VC 940 PVC = 7+52.50 RE=933.83 ELEV = 937.03 IE=930.45 (12" NW) PVT = 8+87.50 14 LF -30" RCP ELEV = 937.49 IE=930.45 (15" SE) 1.29% 935 CL 3 @ 1.38% 935 8 LF -15" RCP CL 5 @ 0.33% DEPTH=3.38 935 935 CB -202 CBMH-EX 5008 STA: 8+01 CBMH-201 RE=936.43 n STA: 0+65 IE=932.70 (15" S) 930 DEPTH=3.73 I 1 RE=934.28 925 CBMH-201 I I STA: 7+95111 21" FES -200 CL 5 @ 0.00% RE=936.41 I E=932.50 IE=932.67 (15" N) 85 LF -21" RCP CL 4 @ 930 930 12" FES -10 IE=932.67 (21" E) 0.21% 930 920 I I 12" FES -20 IE=930.00 I�I DEPTH=3.74 10+00 9+00 8+00 DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR 5' INITIAL ISSUE: 07/27/21 M M � M m rn rn 7+00 -0.60% X O FM Lo X C•� x STONY BROOK CIRCLE 6� N 06 M m rn rn PVI STA = 5+57.60 PVI ELEV = 938.20 -\ Ln Ln 06 m rn 9 CL CURVE DATA 1Q A=97'43'12" R=60.00 L=102.33 T=68.68 PI STA=4+34.65 11 12 06 06 06 � m m m m H.P ELEV = 938.69 H.P. STA = 4+50.00 PVI STA = 4+50.00 PVI ELEV = 938.84 A.D. = -1.20% K = 83.33 100.00' VC PVC = 4+00.00 ELEV = 938.54 PVT = 5+00.00 LEV = 938.54 gP5\N 11Pl Structure Casting Type Number -0.60% Dia. 1 ----- 14 CL CURVE DATA 6 A=24° 23' 21" R=375.00 L=159.63 \ T=81.04 PI STA=2+31.86 ADJUST MH CASTING (TYP.) ---------- V_ --- \ 3 a 6' CONC. SIDEWALK 1' INSIDE ROW (TYP.) MODIFIED DESIGN "D" CURB &\ GUTTER (TYP.) _ 26 \ 1 T I Call 48 Hours before digging: NW 9933 0 I 811 or call811.com NWS 9340 I LEGEND Common Ground Alliance OCS-1 I EXISTING PROPOSED / x 900.00 GUTTER ELEVATION Z9 C 1 FES -10 ' ® 300 / W GENERAL NOTES 21" FES -100 7.1 CU YD CLASS III RIPRAP 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS 4 IE=931.\ PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY 3 STMH-101 DIFFERENCES. 2 0I/ 2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. 1 ; OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN 10' BIT TRAIL (TYP.) AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING S ASSOCIATION OF MINN." AND TO THE "STANDARD Lo SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF PED RAMP (TYP.) /I TRANS., AUGUST 31, 2016 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO �= Sr0/�/yY BR CBMH-102 ' FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. 2 �� 9OK C� z T 936.63 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR O O c� RCt _ 936.13 ALL WORK OUTSIDE OF THE PROPERTY LIMITS. M � __/ T 936.73 G 936.23 4. THE CITY IS NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS 36.14 36.0 INCURRED THAT ARE ASSOCIATED WITH THE VARIATIONS IN THE 36.05 36.23 UTILITY AS -BUILT ELEVATIONS. VERIFY EXISTING INVERT a 36.11 1� LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION. CB -103 Ql� T 936.67 PROPOSED VALLEY GUTTER 5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" 2, X20 G 936.1 FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. T 936.48 2$ G 935.98 z STREET & STORM SEWER NOTES / /I 1. RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS 0 o I FROM SURMOUNTABLE CURB & GUTTER. 2. ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 ? FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED o © 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT 29 / gp5\N �2P1 THE SUMPED ELEVATIONS. 4. TELEVISE STORM SEWER PER CITY DETAILS AND SPECIFICATIONS. VIDEO FILES SHALL BE PROVIDED TO THE CITY FOR REVIEW. 1"=50' %= 0' 50' 100' 150' CONSTRUCTION PLANS ko m o r � � � M m m m m M M M M M PVI STA = 0+00.00 PVI ELEV = 936.45 PVI STA = 0+14.00 PVI ELEV = 936.237 FES 210 - Existing Storm 940 940 935 15" FES -300 IE=934.50 50 LF -15" RCP CL 5 @ 3.52% CB -EX 5010 950 930 STA: 0+50 RE=936.18 Ln IE=932.74 (15" W) 1,6 IE=932.74 (15" E) °i DEPTH=3.44 0.60% CB -103 23 LF -21" RCP 03 CL4 @ 0.21% CL @ 0.21%P STA: 0+45 RE=935.92 IE=931.92 (15" NE) 21" FES -100 DEPTH=4.00 IE=931.50 CBMH-102 STMH-101 30 LF -15" RCP STA: 0+50 STA: 0+45 RE=935.92 CL 5 @ 0.35% RE=936.25 IE=931.82 (15" SW) �_IE=931.55 (21" SW) IE=931.82 (21" NE) IE=931.55 (21" N) DEPTH=4.69 DEPTH=4.10 6+00 5+00 4+00 3+00 2+00 1+00 0+00 REVISIONS: PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA nHN H. BENDER DATE: 07/27/21 LICENSE NO. 43358 STONY BROOK VILLAGE MONTICELLO, MINNESOTA 935 930 STORM SEWER CASTING SCHEDULE Structure Casting Type Number Type Dia. 1 OCS 60" SEE DETAIL 2 OCS 60" SEE DETAIL 10 FES 12" - 20 FES 12" - 100 FES 21" w/TRASHGUARD 101 STMH 48" R -1642B 102 CBMH 48" R -3067-V 103 CB 2'x 3' R -3067-V 200 FES 21" w/TRASHGUARD 201 CBMH 60" R -3067 -VB 202 CB 2'x 3' R -3067 -VB 300 FES 15" w/TRASHGUARD 945 925 1 1 925 0+00 1+00 I N FI LT. BASIN 1 OUTLET I N FI LT. BASIN 2 OUTLET 940 940 940 940 CBMH-EX 5003 STA: 0+63 RE=933.83 IE=930.45 (12" NW) 14 LF -30" RCP IE=930.45 (15" SE) CL 3 @ 1.38% 935 935 DEPTH=3.38 935 935 CBMH-EX 5008 n STA: 0+65 F1 I I RE=934.28 30 LF -12" RCP I I IE=927.98 (30" NW) CL 5 @ 0.00% I I IE=927.98 (30" SE) 930 930 12" FES -10 33 LF -12" RCP 930 930 I I 12" FES -20 IE=930.00 I�I DEPTH=6.30 IE=929.00 CL 5 @ 1.69% 30 LF -12" RCP OCS-1 CL 5 @ 0.00% 21 LF -30" RCP 925 925 (SEE DETAIL) RE=934.00 925 925 OCS-2 (SEE DETAIL) CL 3 @ 1.38% IE -928.27 IE=929.00 (12" W) RE=934.80 IE=931.00 (12" SE) IE=930.00 (12" N) 1.0' SUMP=928.00 IE=928.46 (30" SE) DEPTH=6.00 1.0' SUMP=927.46 920 920 920 920 DEPTH=7.34 0+00 1+00 0+00 1+00 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc •�1 930 925 920 1+50 SHEET NUMBER: STREET AND STORM] SEWER CONSTRUCTION °F 8 PLANS PROJECT NUMBER: 0030308.00 DATE: 07/27/21 LU a J J O ckC m z O O J r DESIGNED: CTY INITIAL ISSUE: 07/27/21 REVISIONS: CHECKED: DRAWN: JHB CTY Q Q HORIZONTAL SCALE: 50.000001' Q VERTICAL SCALE: 10' OR 5' Q CROSSWALK STRIPING MAIL FMA Ll PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA nHN H. BENDER DATE: 07/27/21 LICENSE NO. 43358 STONY BROOK VILLAGE MONTICELLO, MINNESOTA SAN SAN - SAN Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Call 48 Hours before digging: 811 or call811.com Common Ground Alliance STRIPING, SIGNAGE, AND LIGHTING LEGEND EXISTING PROPOSED -� —r SIGN (SINGLE POST) SIGN (DOUBLE POST) STREET LIGHT 000000 1 1 1 1 1 1 CROSSWALK STRIPING MAIL FMA Ll MAILBOX 1"=50' 0' 50' 100' 150' CONSTRUCTION PLANS LIGHTING AND SIGNAGE PLAN PROJECT NUMBER: 0030308.00 SHEET NUMBER: 4 OF DATE: 07/27/21 W V a J J O O 112C m 0 Un Es U 0 DESIGNED: CTY INITIAL ISSUE: 07/27/21 PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA � &9� REVISIONS: CHECKED: JHB Q DRAWN: CTY HORIZONTAL SCALE: ### Q BHN H. BENDER DATE: 07/27/21 LICENSE NO. 43358 VERTICAL SCALE: ### OR## ore di ging: EXISTING FINISHED) GRADE 8 1 1 or call 8 1. o m O O O (OR PLUGGED END 4' Common Grou A iance FIL NOTES: 1'- 0" OR 5' IN BACK OF CURB I. RE -USE EXISTING AIR BLEED LINES AND PLUGS 1" CORPORATION STOP ON PROPOSED STUBS. INSTALLATION TO BE MADE AT NOEADDRE ION RECCOMPENSATION. FURNISH NEW GASKETS F A G IF CONCRETE WALK OR BITUMINOUS PATH ARE 2. N LIN WILL AI ORA UNI PRICE 10 HYDRAFINDLR PRESENT FOR I" COPPER AND 1" CORPORATION STOP. ALL OTHER FLAG WATEROUS MODEL 67 WATERMAIN WORK TO BE INCIDENTAL TO THE PROJECT. HYDRANT 1' COPPER YELLOW OUT OF ORDER TAG PLUGGED END TO BE INSTALLED ON PUMPER CONN. H TOP OF PROPOSED SUBGRADE HE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/OOT 2105) AFTER BACK -FILL EXISTING OR FUTURE � BREAKOFF FLANGE CURB OR GUTTER LINE STREET 1" TO 2" MAXIMUM ao ABOVE BURY LINE (FINISHED GRADE) FINISHED GRADE Q a I VALVE BOX AS WATERMAIN SPECIFIED - MEGALUG MEGALUG WRAP PLUG WITH 4 MIL POLY AIR BLEED DETAIL STEEL T_ STYLE FENCE POST PAINTED BLUE WITH AN OIL I TO 2" TAPE BASED PAINT AND MINIMUM P" REF THE POST (ENGINEER GRADE) AT THE TDP OF THE POST TO MARK A MAX OF 2' LIFTS TO BE WETTED VALVE BOX. TO BE INSTALLED AT THE TIME OF VALVE BOX INSTALLATION (INCIDENTAL) AND CONSOLIDATED BY VIBRATORY MEANS AND COMPACTED TO A MINE 4' NOTE: O 0 0 OF 95% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) I Z I d C, 2 LAYERS OF is 6 2'- 6" AS REQUIRED 10' :-y`T-.. � PLUG GROUND LINE IF GATE VALVE BOXES ARE EXTENDED, THERE SHALL BE A GATE VALVE NUT EXTENSION TO WITHIN 7.5 OF FINISHED TO THE VALVE NUT GRADE AND ATTACHED O 4 COVER COMPACTED TO 95� OF POLY 4 mil u TYPICAL () � w TEE AND BEND PLUG I STANDARD PROCTOR DENSITY WITHOUT 3' DIAMETER BY 3' DEEP PIT THE USE OF HEAVY ROLLER EQUIPMENT UNDER HYDRANT FILLED WITH 1/4 STEEL VALVE BOX AOAPTOR MINIMUM OF 1 C.Y. OF 1 2' 1--1/2" CLEAR STONE 1 WITH PROTECTIVE COATING AS 1 NOTES: ^ � MANUFACTURED BY ADAPTOR INC. Il OR APPROVED EQUAL MEGALUG 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' AND OVER. VALVE BOX WORKING PRESSURES ARE LESS THAN 150 PSI. 6.0 SQ FT ffSSIZFBEAOOMEGALUG2. HRUST BLOCKING SHALL ONLY BE USED WHERE 4.0 SQ FT RUBBER GASKET INSTALLED GRANULAR BEDDING O 120 SO FT1/2" 20.0 S4 FT BETWEEN HE GATE VALVE ANDMIN AS PER MN/007 3149.2F _ _[* 3 TAGAINSTBUONDISTURBEDS0AREA TO BE POURED IL 7.5 GATE VALVE ADAPTOR I OTHERWISE COVER(UNLESS 4- POURED CONCRETE THRUST BLOCKING • GATE VALYE TEE MEGALUG SHALL BE USED FOR 12' OR LARGER DIAMETER WATERMAIN 1/4" STEEL VALVE BOX ADAPTOR O O O GRANULAR FOUNDATION WHERE THRUST BLOCKING BEHIND BLOCKING THRUST 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND SHALL BE RESTAINED USING TIE RODS WITH PROTECTIVE COATING AS 1/2 Co.Yp. GRAVEL MANUFACTURED BY ADAPTOR INC. ORDERED BY THE ENGINEER HYDRANT BELOW GATE PRECAST CONCRETE BASE VALVE BLOCKING OR APPROVED EQUAL AS SPECIFIED (15">< 15"x 4") BEHIND TEE O NOTE: 1. STRUCTURE MARKER SIGNS AND 3' TUBING WEIH 2-1" SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO REFLECTORIZED STRIPS SHALL BE FURNISHED AND INSTALLED 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED FOR ALL STRUCTURES LOCATED OFF THE STREET SURFACE. EACH SIDE OF PIPE, AS DIRECTED BY HE ENGINEER. (INCIDENTAL) O 2. 3^ TUBING SHALL BE ATTACHED TO SIGN POST WATERMAIN 3. THE SIGNS MAYBE OMITTED AS PER THE ENGINEER 4. THE SIGNS SHALL BE BURIED 2' BELOW FINISHED GRADE GATE VALVE WATERMAIN WITH C OF POST EXPOSED 5. SIGNS SHALL FACE TRAFFIC VALVE BOX INSTALLATION 0.063" THICK ALUMINUM SIGN. BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED BACKGROUND. U—CHANNEL POST, MINIMUM 1.2 LB./FT. 6' LONG, GALVANIZED, Title: Blocking for Standard Plate Library � Watermam City of Monticello Title: Structure Marker Standard Plate Library � Sign Title: Typical Trench Compaction Standard Plate Library yp p y and Class B Bedding� Title: A Typical Hydrant Standard Plate Library Installation City Of Monticello Title: Air Bleed Detail And Standard Plate Library v Valve Box Installation City of Monticello City of Monticello Date: 03-05 Plate No. Date: 03-05 Plate No. City of Monticello Date: Plate No. 03-05 Date: Plate No. Plate No. Date: 03-05 03-05 2001 2002 Revised: 1005 Revised: 1007 Revised: Revised:o3-17 _ ___- - -� Revised: 2003 03-15 03-15 --- 03-15 STEEL T -STYLE FENCE POST PAINTED GREEN WITH AN OIL BASED PAINT AND A CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETEX OR APPROVED EQUAL" MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK THE SERVICE STUB TO BE INSTALLED AT THE TIME OF SERVICE DEPTH OF COVER OVER _ INSTALLATION (INCIDENTAL) 4" OR 6" PVC STEEL T -SME FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK CURB STOP. TO BE INSTALLED AT STANDARD MANHOLE FRAME AND COVER GROUTING BETWEEN PIPE AND TOP OF PIPE TO SUIT 4" FIELD CONDITIONS MIN THE TIME OF CURB STOP INSTALLATION (INCIDENTAL) MANHOLE BARREL SHALL BE O WITH NON -SHRINKING CEMENT PIPE SHALL BE COMPLETELY ENTRENCHED AND SHALL HAVE CLASS "B" BEDDING CASTING ADJUSTING RINGS 4° MIN - 12" MAX WHERE DIRECTED BY THE ENGINEER STANDARD FRAME & COVER ALL MANHOLES WITHkAD,IuSTINc RINGS INSIDE DROP SECTION MIN 4' - MAX 12" SHALL BE 5' DIA (I.D.) 27" DIA o z z z�.• - ' 6" SEE JOINT DETAIL BELOW a.<r-'.a MIN 4> INSTALL INFRA SHIELD (OR APPROVED LQUAL} ROADWAY SURFACE EXTERNAL CHIMNEY SEAL R SEE MnDOT STANDARD PLATE 4020 J 1 I FOR COVER REQUIREMENTS Mt Mt Mrz PLACE NEARLY HORIZONTAL FOR LOW 12> DRAINAGE AND STREET - _,�::• WALL CONSTRUCTION SHALL BE CLASS II '•' PRECAST PIPE, EXCEPT 48" DA MAY BE ca a� Z a� 4, & 0 z 4, g• BASEMENTS AND SHALLOW SEWER AS UTILITY EASEMENT DIRECTED BY HE ENGINEER UNELI"p BUILDING ASTM C 478 CONCRETE PIPE. SEE MnDCT STANDARD o z 8" CAST IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP a a STREET12' MANHOLE SECTION TO BE 1' TYPICAL SERVICE WHERE COVER OVER F ® ? CONCRETE OR BOTTOM OF THIS SECTION). CAST -IN-PLACE N 12' AS REQUIRED AS REQUIRED ASTM C-478 CLASS II CIRCULAR REINF I TOP OF SEWER IS 12' OR LESS 2' INSTALLED BY PRIVATE CONTRACT INSTALLED AS PER CITY CONTRACT CONCRETE OR MASONRY CONSTRUCTION o N 4' TO 10' (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED LATEST REVISION NOTES: 5' TRACER WIRE LOCATE BOX a r BY ENGINEER GROUND LINE GROUND LINE 111- 0" 11'- 0" 48 DIAVI } PVC - POLY -VINYL CHLORIDE SDR 26 DEPTH OF COVER OVER TOP OF PIPE TO SLAT GROUND LINECONCRETE co 0 w DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE 2' Y USE R-2 JOINT FOR ALL SERVICE CONNECTIONS INCLUDING NECESSARY FIELD CONDITIONS O AND PIPE CONNECTION ALL MANHOLE JOINTS m 5 •�; BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT HE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4" I TRACER WIRE SPLICE = a CURB BOX WITH !'- 1 1/4 "STANDPIPE AND STATIONARY ROD T- 6" MIN COVER STEPS AT 4 •:• 15" OC� > OR 6". NO ADDITIONAL COMPENSATION SHALE BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. r I I CURB BOX STANDPIPE w g = Y } � 1" CORP. COCK 6" 8 "CRE -SEAL ."RESEAL", OR APPROVED EQUAL o 4" OR 6^ PVC 45'BEND WYE rk £LEV TO BE SET BY HE I COPPER -CLAD STEEL AWG 12 GAUGE i 2' SPOOL COPPER -CLAD STEEL AWG 12 TRACER WIRE 3D MIL HIGH DENSITY GAUGE TRACER WIRE 30 MIL HIGH DENSITY I POLYETHYLENE GREEN COLORED JACKETI O POLYETHYLENE GREEN COLORED JACKET I TO BE PROVIDED UNDER PRIVATE I TO BE PROVIDE UNDER CITY CONTRACT d m _ - •• PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE ENGINEER - CONTRACTOR /.3.. TO VERIFY PRIOR TO BURY I CONTRACT 1" COPPER 1" COPPER BRICK BRICK J 4" MIN PIPE SHALL BE COMPLETELY ENTRENCHED AND SHALL HAVE CLASS "B" BEDDING 4i� I / ¢STRUCTURE— 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE WATERMAIN a"xs^xz^ a^xs^xz^ ¢ WHERE DIRECTED BY THE ENGINEER 1' COPPER WATERMAIN BASE. SEE MnDOT STANDARD PLATE 4011 MODIFY DIAMETER AND VARIABLE � 1 �"� CONCRETE ENCASEMENT { AWG 12 2" RAISED AREA TO FIT REQUIRED DIAMETER. CAP CURB STOP WITH BLANK SLUG (TYPICAL) NOTE: ATTACH SHUT OF ROD TO CURB STOP MAX. 24" © (TYPICAL) ,iy}-eq✓; SEE DETAIL BELOW FOR COPPER -CLAP STEEL GAUGE TRACER WIRE 30 MIL HIGH DENSITY SEE SPEC. 6" MIN L 6° i TL=" CAULKING BETWEEN DISSIMILAR PIPES MIN POLYETHLNE GREEN COLORED JACKET TO BE PROVIDED UNDER CITY CONTRACT PRECAST BOTTOM SECTION - "r-;"=+;=•:'';+%-: A 4T si WITH INVERT #5 AT 12" OC EACH WAY SANITARY SERVICE MAINLINE REFER TO O DIAMETER REQUIRED. PLANS FOR HEIGHT AND SANITARY SEWER O2 MANHOLE STEPS SHALLBE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS TYPICAL SERVICE WHERE COVER OVER AND SPACED 16" DC. STANDARD MANHOLE FOR ADAPTER TO BE RESILIENT TDP OF SEWER IS 12' OR MORE O3 MINIMUM STEEL REINFORCEMENT SANITARY SEWER ASTM C425-64 TYPE III OR NO SCALE APPROVED EQUAL FOR DISSIMILAR PIPES `.CONCRETE ENCASEMENT OQ' (TYPICAL) 4 EQUIVALENT STEEL AREA IN WIRE MESH MANHOLE" MANHOLE O MAY BE USED OR PLASTERED CATCH � EXTERIOR OR CATCH © GENERAL DIMFNShONS FOR CONCRETE APPLY BASIN NOTES: / — PVC WYE �- VCP TO PVC FFRNCC ENCASED IN ,��-. TO BRICK AND CONCRETE MASONRY UNIT DIA BASIN CONSTRUCTION ALSO, EXCEPT AS NOTED. 7 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF Q CONCRETE SHALL BE REQUIRED WHEN CONNECTING TO EXISTING SEWER BRICK (MnDOT SPEC 3616) BLOCK (DY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. '�' �'��':� VCP SEWER MAIN (INCIDENTAL). '�"'•' '' DETAIL ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR MASONRY CONSTRUCTION 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION 2g) IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. (TYPCROAL)F ENCASEMENT', THRUST BLOCKING FOR (2) REINFORCEMENT AS PER MnOCT SPEC 3301, GRADE 60. Title: Typical Water Standard Plate LibraryStandard Service City of Monticello Date: Plate No. Ttle. Standard Sanitary Plate Library y Manhole City of Monticello Date: Plate No. CLEANING EQUIPMENT Title: Standard Plate LibraryTypical Service Connection City of Monticello Date: Plate No. Title: Standard Manhole far Standard Plate Library Cit Storm Sewer y of Monticello Date: 03-05 Plate No. • Title: Tracer Wire Standard Plate Library y (New Developments) City of Monticello Date: Plate Na. 03-05 03-05 03-05 03-08 4001 Revised: 2 0 0 6 Revised:03-15 Revised: 3001 Revised: 3004 Revised:03-15 3005 03-17 03 —15 03-15 CONSTRUCTION PLANS DESIGNED: CTY INITIAL ISSUE: 07/27/21 PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA � &9� REVISIONS: CHECKED: JHB Q DRAWN: CTY HORIZONTAL SCALE: ### Q BHN H. BENDER DATE: 07/27/21 LICENSE NO. 43358 VERTICAL SCALE: ### OR## Q STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. DETAILS PROJECT NUMBER: 0030308.00 SHEET NUMBER: 5 DATE: 07/27/21 :3 LU C� Q J J O O CID 0 Ln U 4" MIN L O35 1/4 43" CURB INLET FRAME AND CURD BOX O NEENAH NO. R -3067-V PLAN 4" CONCRETE COLLAR INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHkMNEY SEAL ADJUSTING RINGS 4" MIN l MAX I ENCASE N COO NCRETE COLLAR USE CONCRETE CURB MIX FOR COLLAR 34 ALL STORM SEWER CASTING ELEVATIONS SHOWN ON THE PLANS HAVE BEEN DEPRESSED 0.10' BELOW GUTTER ELEVATION (SEE DETAIL 5003) 020151101, WE A PLAN CASTING TO BE SEF DAB' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE COLLAR A 35-1/4" 143" r CURB INLET FRAME AND CURB BOR STANDARD CASTING - NEENAH R -3067-V M CRETEX TYPE II WITH 24"x 36"ANHOLE COVER TO BE 48" DIA 6' OPENING 24" FINISH GRADE •15" 24" 9' 31" 2" 5" 3'- 6" "48" TYP 5 'DIMENSION VARIES BASED ON STRUCTURE DIAMETER / L 4" CONCRETE COLLAR NOTES: SECTION A—A POUR A 3" TO 4" CONCRETE COLLAR AROUNO RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnDOT DESIGN H. THE CASTING SHALL BE NEENAH R -3508-A2. Standard Plate Library City of Monticello Title: Standard Catch Basin )ate: 03_05 Plate No. Revised:4002 03-1 MODIFIED DESIGN D CURB & GUTTER `0 200% 1 2.00% 2.00% 4.00% w.� 4" TOPSOIL, SEED, Em CONCRETE WALK, AND MULCH OR SOD 1) 6" THICK WITH 12" SAND OR 6" CLASS 5 BASE 2' 1 1/2 " TYPE 2,360 BITUMINOUS WEARING COURSE (TYPICAL) TACK COAT MNDOT 2357 3'. TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) (D 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION Thickness determined URBAN RESIDENTIAL by developers Geotech and approved by city 1D 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDLWALK/TRAIL engineer ® THE USEAND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. Q STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. 6' PERFORATED PVC PIPE WITH FABRIC. INSTALL WHERE CLAY SDILS ARE ENCOUNTERED IN THE ROADWAY $UBGRAOE OR AS DIRECTED BY THE ENGINEER. Standard Plate Library City of Monticello Title: Typical Street Residential (Minor) Date: 03-05 Plate No. Revised: 5002 03-20 CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION RCP PIPE CONCRETE CATCH BASIN MANHOLE J NOTES: AND BASE TO BE CRETEX TYPE 4338 OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4006L THE CASTING SHALL BE NEENAH R-4342. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE WEENAH R -3508-A2. Title: Standard Plate Library City of Monticello IH --12" 3/4 /PER FT 1/2 R 1/2 " R " 7" r2-- 0' i MODIFIED DESIGN "D" Catch Basin Manhole 03-05 Plate No. 03-17 4003 MODIFIED DESIGN "D" CURB & 8618 GUTTER (TYPICAL, SEE ABOVE) PLAN S't 0" lCAL MATCH MODIFIED DESIGN "O' CURB & GUTTER (TYPICAL) 0 i7'Or'q(� NOTE: STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. AStandard Plate Library City of Monticello Title: Concrete Curb & Gutter at Catch Basin late: 03_05 Plate No. Revised: 03 — 1 5 5004 DESIGNED: CTY 5'- a'(TYPICAL) PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA STANDARD FRAME & BOX FOR 13616 CURB & GUTTER CHECKED: JHB Q DRAWN: CTY HORIZONTAL SCALE: ### O 07/27/21 43358 DATE: LICENSE NO. VERTICAL SCALE: ### OR ## N� x�rc� a�a�k' nr�mna�nemrnaooa,00noa O[I OOMNm,[)�u'I NmmmmNa o�n ci O�tn MODIFIED DESIGN "D" CURB & 8618 GUTTER (TYPICAL, SEE ABOVE) PLAN S't 0" lCAL MATCH MODIFIED DESIGN "O' CURB & GUTTER (TYPICAL) 0 i7'Or'q(� NOTE: STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. AStandard Plate Library City of Monticello Title: Concrete Curb & Gutter at Catch Basin late: 03_05 Plate No. Revised: 03 — 1 5 5004 DESIGNED: CTY INITIAL ISSUE: 07/27/21 PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA REVISIONS: CHECKED: JHB Q DRAWN: CTY HORIZONTAL SCALE: ### � 07/27/21 43358 DATE: LICENSE NO. VERTICAL SCALE: ### OR ## N� x�rc� a�a�k' nr�mna�nemrnaooa,00noa W H Z D O L� O W J Q F N i U Title: Standard Plate Library Riprap Detail ACity of Monticello Date: Plate No. 03-05 -_ Revised: 03-15 4009 EXPAND (TYPICF STONY BROOK VILLAGE MONTICELLO, MINNESOTA 8-618 — 3' WIDE B-624 — 4' WIDE �3' MIN. T SLOPE 3/4 "/FT. SECTION A—A Title: Typical Concrete Standard Plate Library Valley Gutter City of Monticello Date: 03_05 Plate No. R�,1sed:03-15 5009 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952)937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.corn Westwood Professional Services, Inc. Call 48 Hours before di ging: 811 or cal.11l Common Ground A iance • PLAN AND SECTION MAY BE MODIFIED AT THE DISCRETION OF THE CITY ENGINEER WHEN CON 1710 SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAP. Title: Standard Plate Library Spillway Section ACity of Monticello Date: Plate No. 03-05 Revised:0 Z _ 4010 ROW 40' R. (TYPICAL) a' 60' R/W-- 32' FACE TO FACE (TYPICAL DESIGN) — ROW (TEMPORARY DESIGN) 40' R 32' FACE TO FACE NOTE: ALL TEMPORARY CUL—DF—SACS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS. NOTE: DESIGN "D" CURB AND GUTTER TO BE USED WITHIN TEMPORARY CUL—DF—SACS. Title: Typical Standard Plate Library Cul -De -Sac City of Monticello Date: 03_05 Plate No. Revised:03-15 15 5010 CONSTRUCTION PLANS SHEET NUMBER: 6 DETAILS PROJECT NUMBER: 0030308.00 DATE: 07/27/21 :3 w t� Q J J O O Iry CIO 0 I-- - Ln Yl cgWi �.p+ - a '� C C n p a c� o Z W LL � � in o cv���l-"�mminmm �W�J N� x�rc� a�a�k' N i U Title: Standard Plate Library Riprap Detail ACity of Monticello Date: Plate No. 03-05 -_ Revised: 03-15 4009 EXPAND (TYPICF STONY BROOK VILLAGE MONTICELLO, MINNESOTA 8-618 — 3' WIDE B-624 — 4' WIDE �3' MIN. T SLOPE 3/4 "/FT. SECTION A—A Title: Typical Concrete Standard Plate Library Valley Gutter City of Monticello Date: 03_05 Plate No. R�,1sed:03-15 5009 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952)937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.corn Westwood Professional Services, Inc. Call 48 Hours before di ging: 811 or cal.11l Common Ground A iance • PLAN AND SECTION MAY BE MODIFIED AT THE DISCRETION OF THE CITY ENGINEER WHEN CON 1710 SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAP. Title: Standard Plate Library Spillway Section ACity of Monticello Date: Plate No. 03-05 Revised:0 Z _ 4010 ROW 40' R. (TYPICAL) a' 60' R/W-- 32' FACE TO FACE (TYPICAL DESIGN) — ROW (TEMPORARY DESIGN) 40' R 32' FACE TO FACE NOTE: ALL TEMPORARY CUL—DF—SACS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS. NOTE: DESIGN "D" CURB AND GUTTER TO BE USED WITHIN TEMPORARY CUL—DF—SACS. Title: Typical Standard Plate Library Cul -De -Sac City of Monticello Date: 03_05 Plate No. Revised:03-15 15 5010 CONSTRUCTION PLANS SHEET NUMBER: 6 DETAILS PROJECT NUMBER: 0030308.00 DATE: 07/27/21 :3 w t� Q J J O O Iry CIO 0 I-- - Ln � cv���l-"�mminmm �W�J x�rc� a�a�k' nr�mna�nemrnaooa,00noa O[I OOMNm,[)�u'I NmmmmNa o�n ci O�tn p C7 W� _��NNMcm,om OO NI ,CIm�a �n � NSG u1 O U LL U a V) na�� �mryoamawnm,aamop n U n H;rc �NNM1 O 2 a n dIq a N O N W m m N m N m o m a Narc W :2 �e - �,ri Nnnaamn ri doaov �nc�rin V] m t 0 N m m O b m m mwz��Nriauo ods�am,cea�.ria W Nn qq D N moz JU.-.-NN1'1Y�1 LL ,OmO�n,G QD NN Oo O on x �e a m N wm n mm Nm 6,on (n �a CL U"n r Q�,nv� �i �i�riou ul nm Na�ne� p� �Pm Awa Uc3 riauie o m n w �NNNM."f o Yi r' ov rr oua V YI p� Q O - no3���oiwvim �a�a� eovHHnn 0`_ Q�� r Nam J}--am,nma�nmam-n,nmam O L U na�U x R m nainpnna ori �iNN Of NII ��a x�i vim�Mvi o, .i ni ridw�a Q U D- o "'�a p } mm�cm mmmpp Ce -a�n ^off Uoi of "Ravi 6.6 ri ,uwM��g �nNn aha oma a. �o�NM� III N n �Oa ZNu]OO�NNr)M��N�4mnmm oo OO N i U Title: Standard Plate Library Riprap Detail ACity of Monticello Date: Plate No. 03-05 -_ Revised: 03-15 4009 EXPAND (TYPICF STONY BROOK VILLAGE MONTICELLO, MINNESOTA 8-618 — 3' WIDE B-624 — 4' WIDE �3' MIN. T SLOPE 3/4 "/FT. SECTION A—A Title: Typical Concrete Standard Plate Library Valley Gutter City of Monticello Date: 03_05 Plate No. R�,1sed:03-15 5009 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952)937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.corn Westwood Professional Services, Inc. Call 48 Hours before di ging: 811 or cal.11l Common Ground A iance • PLAN AND SECTION MAY BE MODIFIED AT THE DISCRETION OF THE CITY ENGINEER WHEN CON 1710 SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAP. Title: Standard Plate Library Spillway Section ACity of Monticello Date: Plate No. 03-05 Revised:0 Z _ 4010 ROW 40' R. (TYPICAL) a' 60' R/W-- 32' FACE TO FACE (TYPICAL DESIGN) — ROW (TEMPORARY DESIGN) 40' R 32' FACE TO FACE NOTE: ALL TEMPORARY CUL—DF—SACS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS. NOTE: DESIGN "D" CURB AND GUTTER TO BE USED WITHIN TEMPORARY CUL—DF—SACS. Title: Typical Standard Plate Library Cul -De -Sac City of Monticello Date: 03_05 Plate No. Revised:03-15 15 5010 CONSTRUCTION PLANS SHEET NUMBER: 6 DETAILS PROJECT NUMBER: 0030308.00 DATE: 07/27/21 :3 w t� Q J J O O Iry CIO 0 I-- - Ln � cv���l-"�mminmm �W�J NY,C O[I OOMNm,[)�u'I NmmmmNa o�n ci O�tn p C7 Z Q �n � a V) na�� �mryoamawnm,aamop H;rc �NNM1 ,nmennm� z u W J V] m t 0 N m m O b m m mwz��Nriauo ods�am,cea�.ria W NII V W O on x �e a m N wm n mm Nm 6,on (n �a U�mv.i ,o of riroo �NN.]u'l �i �i�riou ul uln DO W p� O O - no3���oiwvim �a�a� eovHHnn Q LL I� U Uo x R m nainpnna ��a x�i vim�Mvi o, .i ni ridw�a Q D- Ce I d aha oma z`"J �o�NM� N N i U Title: Standard Plate Library Riprap Detail ACity of Monticello Date: Plate No. 03-05 -_ Revised: 03-15 4009 EXPAND (TYPICF STONY BROOK VILLAGE MONTICELLO, MINNESOTA 8-618 — 3' WIDE B-624 — 4' WIDE �3' MIN. T SLOPE 3/4 "/FT. SECTION A—A Title: Typical Concrete Standard Plate Library Valley Gutter City of Monticello Date: 03_05 Plate No. R�,1sed:03-15 5009 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952)937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.corn Westwood Professional Services, Inc. Call 48 Hours before di ging: 811 or cal.11l Common Ground A iance • PLAN AND SECTION MAY BE MODIFIED AT THE DISCRETION OF THE CITY ENGINEER WHEN CON 1710 SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAP. Title: Standard Plate Library Spillway Section ACity of Monticello Date: Plate No. 03-05 Revised:0 Z _ 4010 ROW 40' R. (TYPICAL) a' 60' R/W-- 32' FACE TO FACE (TYPICAL DESIGN) — ROW (TEMPORARY DESIGN) 40' R 32' FACE TO FACE NOTE: ALL TEMPORARY CUL—DF—SACS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS. NOTE: DESIGN "D" CURB AND GUTTER TO BE USED WITHIN TEMPORARY CUL—DF—SACS. Title: Typical Standard Plate Library Cul -De -Sac City of Monticello Date: 03_05 Plate No. Revised:03-15 15 5010 CONSTRUCTION PLANS SHEET NUMBER: 6 DETAILS PROJECT NUMBER: 0030308.00 DATE: 07/27/21 :3 w t� Q J J O O Iry CIO 0 I-- - Ln M u CONTRACTION JOINTS L12" GRANULAR BORROW OR 6" CLASS 5 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH - 6' DEPTH - 6" FOR NEW DEVELOPMENTS *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH - 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS - 6' INTERVALS EXPANSION JOINTS - 60' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Title: AStandard Plate Library Typical Sidewalk City of Monticello Date: 03-05 Plate No. Revised;5012 03-17 OVERFLOW OVERFLOW SLOT IN SHROUD NG NUT TACHMENT HOOK .T FABRIC SLEEVE R MnDOT SPECIAL OVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 Title` Inlet Protection Standard Plate Library Grate Inlet Cover City of Monticello Date: 03-07 Plate No. Revised: 03-15 6005 BITUMINOUS TRAIL DESIGN ® - PATHWAY WIDTH 10 ft ® - SHOULDER WIDTH i ft MIN. 3" SP 9.5 WEARING 6" CL 5 AGGREGATE 12' SELECT GRANULE 6' MINIMUM SCARIFY (SUSGRAOE PREP) FABRIC IF pIRECTEO _. ........... NOTES: 1. TRAIL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE CITY OF MONTICELLO GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. 2. PEDESTRIAN RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOMES AND CONFORM TO ADA REQUIREMENTS. 3. MODIFY SURFACING, BASE, AND SUBGRADE DESIGN BASED ON EXPECTED VEHICULAR USE AND SUBGRADE SOILS. AStandard Plate Library City of Monticello 2'T TIZrZ O C] -4 DmmTqAm �mbzn ym�0� Z ?r n TTI TTI Lq m>MOX 7070 rFrim- Z nomx u m y oWoo Z z�� �C] pzz➢ �C-i Gim Z 1271 Z PI • 1_r1 N �T 0 r M -i TTI - ZA = 0x0> 2f ZzU n V O 710 m nom= 1- r D -T'ZT=f*1Oo r*I�ZZ -4 O -A *Z,-CX1, Z = Z Z SC,z(7 OC== cm i 1 Title: Typical Trail Section ,ate: 03-05 Plate No. Revised: 03-15 5013 Title: AStandard Plate Library Joint Trench Utility For Town Houses City of Monticello Date: 03-05 Plate No. R811sed: 7004 03-15 { NOTE: ALL WOOD SHALL BE CEDAR OR TREATED MAILBOX HEIGHT & OFFSET TABLE —Q Q1 TOP OF CURB TO FLOOR OF MAILBOX HEIGHT 1 OFFSET(D Q2 BACK OF CURB TO FRONT OF MAILBOX. CURB & GUTTER DESIGN (IN) (IN) B6 41 - 42 11 BOX ( ) EDGE OF TURNOUT OR USABLE SHOULDER MOO b" 44 - 45 15 MAILBOX NOTES: PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 Q1 TOP OF CURB TO FLOOR OF MAILBOX REVISIONS: Q2 BACK OF CURB TO FRONT OF MAILBOX. Q FOR INSTALLATIONS IN RURAL LOCATIONS OFFSET 4. FRONT OF MAILBOX 9'-12" FROM BOX ( ) EDGE OF TURNOUT OR USABLE SHOULDER VERTICAL SCALE: ### OR ## 30PROVIDE YELLOW 3- ROUND REFLECTOR ON APPROACH 51DE OF POST (FIRST POST ONLY FOR TWO POST INSTALLATIONS) ®PROVIDE 3' SEPARATION BETWEEN MAILBOXES 6" SQUARE CEDAR OR WOOD POST NOTE: MINIMUM 3 MAILBOXES TO MAXIMUM B MAILBOXES ON DOUBLE POST INSTALUiTION Standard Plate Library City of Monticello BITUMINOUS ROADWAY (TYP) MODIFIED "D' CURB & GUTTER (TYR) NOTE: 1 MAILBOX TO MAXIMUM 2 MAILBOXES ON SINGLE POST INSTALLATION Title: Mailbox Detail New -Residential Date: 03-07 Plate No. Revised03-15 5014 -P TRACE WIRE ON EAST SIDE OF WATER MAIN I PIPE I sI I I I ;I I 4-111AY CONNECTOR OR TRACE WIRE ON NORTH I TWO 3 -WAY CONNECTORS SIDE OF WATER MAIN I WITH SHORT JUMPERWIRE P{PE 1 sI I I I __________ ______ w W W w w w w I I WATER MAIN WATER MAIN (TYP) CROSS I I I I I ` I �I I I MAINLINE TO LATERAL LUG CONNECTOR (TYP) I I GRADE LEVEL IN -GROUND I TRACE WIRE ACCESS BOX I AND DRIVE-IN MAGNESIUM WATERSERVICE I GROUNDING ANODE (SEE (TYP)----------- WATER SERVICEDETAIL) r - sl I CURB STOP ABOVE GROUND ACCESS BOX (TYP) SECURED TO HYDRANT FLANGE I (SEE HYDRANT DETAIL) } I I sl I I #12 AWG COPPER HYDRANT I CLAD STEEL - BLUE I ITYP) I �I II I NOTES: DRIVE-IN MAGNESIUM 1. WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALL BE GROUNDING ANODE(TYR) INSTALLED ON THE BOTTOM $IDE OF THE PIPE BELOW THE SPRING LINE. THE WIRE SHALL BE FASTENED TO THE PIPE WITH TAPE OR PLASTIC TIES AT F INTERVALS. TRACE WIRE PLAN (WATER) n0 SCALE DESIGNED: CTY INITIAL ISSUE: 07/27/21 PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA REVISIONS: CHECKED: JHB Q DRAWN: CTY HORIZONTAL SCALE: ### Q 07/27/21 43358 DATE: LICENSE NO. VERTICAL SCALE: ### OR ## 2-3/8" BOULEVARD GRADE I� Y TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE: 5052-H38 OR 6061-T6 ALLOY GAUGE SHALL BE: -080 ON THE LONGEST SIDE UP TO 30' .100 ON THE LONGEST SIDE OVER 30' SIGNS SHALL BE NOTCHED FOR USE WITH E-450 BRACKETS 9" STREET NAME SIGNS SHALL HAVE 6" UPPER CASE LETTERS WHITE ON GREEN HIGH INTENSITY GRADE SHEETING WITH WHITE SERIES E BORDER ALL SIGNS SHALL CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 1111111-11111111=11111111 ;� � =111111 =11111111=1111111 (IIIIIII IIIIIII �� IIIIIII—IIIIIII TUBULAR POSTS SPECIFICATIONS 1111IIII �° �� p =lfll 1111 =1IIIII� : IIIIIII-11[1111 TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFFIC MI CONTROL SIGNS, SHALL VARY IN LENGTH, SHALL HAVE 'IIIIQII ri A DIMPLED TUBE BELOW GRADE OR INSTALL A ANTI- ROTATION (IIIIIII °Q — DEVICE TO PREVENT TUBE FROM TURNING, SHALL BE e° IIIIIII 2-3/8" O.D., SHALL BE GALVINIZED AND SHALL HAVE IIIIIII — A WEIGHT OF 2LB./FT. CONCRETE GROUT {1I (III VIII{II NOTE: CONCRETE GROUT TO BE MIXED THOROUGHLY WITH WATER BEFORE INSTALLATION NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE TO BE INSTALLED AStanlarl Plate Library City of Monticello Title: Typical Traffic Sign Installation late: 03-05 Plate No. Revised:5017 03-15 RIGHT-OF-WAY GRAI WIRE ACCESSLEVEL BOX O TRACE OR LINE I WIRE ACCESS BOX ON NORTH OR I EAST SIDE OF WATER SERVICE I I WATER MAIN 1 #12 AWG COPPER GLAD STEEL - BLUE I MAINLINE TO {TVP) DRIVE-IN LATERAL LUG MAGNESIUM CONNECTOR I GROUNDING 1.0' MAXj_ ANODE ROD — — — — — — — — — — — — — — — — — — — — — — — 7— — — 1.0' M SERVICE SADDLE WATER SERVICE I I CURB STOPBOX 5 0' MAX TAPE OR PLASTIC TIE NOTES: (TYR) 1. WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALLBE INSTALLED IMMEDIATELY ADJACENTTO THE SERVICE PIPE. THE WIRE SHALL BE FASTENED TO THE PIPE WITH TAPE OR PLASTIC TIES AT U INTERVALS. WATER SERVICE - PLAN VIEW NO SCALE 1.51 MAX FINISHED GRADE r7-- GRADE LEVEL( IN -GROUND TRACE WIRE ACCESSBOX TO CURB STOP BOX BE INSTALLED ON NORTH OR EAST SIDE OF WATERSERVICE u 14 COIL2' OF EXTRA RED ANDBLUE II WIREIN ACCESS BOX. RED II #12 AWG COPPER WIRE IS FROM GROUNDING Il CLAD STEEL - BLUE ANODE AND BLUE WIRE IS III (TYP) TRACE AND ON SERVICE PIPE THAT CONNECTS TO THE MAIN I I LINE WIRE. I I DO NOT SECURE WIRES TO CURB STOP BOX III AS TO ALLOW FOR ADJUSTMENTS WITHOUT 4 DAMAGING WIRE #14 AWG COPPER CLAD I l STEEL - RED, FACTORY L 1 CONNECTEDTO I GROUND ROD ll I I I I I I DRIVE-IN MAGNESIUM I I GROUNDINGANODE SI ROD II it O CURB STOP WIRE CONTINUES WITH WATER SERVICE AND CONNECTS TO MAINLINE WIRE (SEE PLAN VIEW ABOVE) WATER SERVICE - SECTION VIEW STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.eom Westwood Professional Services, Inc. EXISTING CURB OVERFLOW IS 12 OF THE CURB BOX HEIGHT Call AR HrHir ore di ging: 811 or ca118 1. om Common Grou A iance PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS )2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY FILTER ASSEMBLY DIAMETER, 6" ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Title: Inlet Protection Standard Plate Library Catch Basin Insert City of Monticello Date: 03-07 Plate No. Revised: 03-15 6004 1112 AWG COPPER CLAD STEEL -BLUE ABOVE -GROUND TTYP) TRACE WIRE ACCESS BOX TRACE WIRE AROUND FIBRE OR STAINLESS STEEL BRACKET TO NORTH OR EAST SIDE I NEW STAINLESS STEEL I PERMANENTLY OF FITTINGS I BOLT TO ALLOW FOR BRACKET INSTALLATION BOX TO RA ESS BOX G GRADE ABOVE -GROUND TRACE FLANGE WIRE RA ACCESS BOX IIF--- 1a'MAX PERMANENTLY MOUNTED I 2.0'MIN I (S E FRONT FLANGE BOLT SWAY (SEE FRONT VIEW} 1.0' CONNECTOR �pL�yIII---- 1 Y I V MAX r-- — "- I➢" 'A1 1 TRACE WIRE Y AROUND NORTH I OR EAST SIDE OF FITTINGS 1 I II I 912 AWG COPPER II 6.0' MAX 1.0'MAX 1.0'MAX J CLAD STEEL -BLUE II DRIVE-IN (TYP) 11 MAGNESIUM TAPE OR GROUNDING ANODE ROD I PLASTIC TIE (TYP) 5.0' MAX WIREUNDERNEATH 1 a' MAIC NSIDE ORTH H EAST I AIRE ST SIDE OF UNDERNEATH II #14AWG COPPER CLAD LEAD OFHYORANT I WATERMAIN 4Af STEEL - RED, I FACTORY CONNECTED l TO GROUND ROD TAPE OR I WATER MAIN PLASTIC TIE (TYP) WIRE CONTINUES UNDER HYDRANT LAD AND DRIVE-IN CONNECTS TO MAINLINE MAGNESIUM WIRE (SEE PLAN VIEW) GROUNDING ANODE ROD HYDRANT - PLAN VIEW HYDRANT -SECTION VIEW NOSCALE NO -L= MINNESOTA RURAL WATER ASSOCIATION STANDARD DETAIL TRACE WIRE Ra Fv HYDRANTOETAIL RUIGIL W.-1TUR M.y28,2014 LftLibrwyWIunkiDaIhPmfm510e9 ssmia Iw um a er jemim I race wim alis b 28.14.dwa CONSTRUCTION PLANS SHEET NUMBER: 7 DETAILS PROJECT NUMBER: 0030308.00 1 DATE: 07/27/21 :3 LU J J O O IIry m 0 Ln IM RIGHT-OF-WAY LINE I TRACE WIRE SHALL BE 412 AWG COPPER I ROUTED AROUND CLAD STEEL -GREEN ! (TYP) MANHOLES ON THE NORTH 'OUTTUAROTNAce WARE LNID BE ANDIOR EAST SIDE MAINLINETO DRIVE-IN NJolo —TSIDE BON NORTH LATERAL LUGk MAGNESIUM MNNUNE TO GROUNDING 7-- CONNECTOR GROUNDING ANODE LUGCDNNECTGR FILTER TOPSOIL BORROW MIX: TOPSOIL BORROW (MNDOT 3877.2G) CONSISTING OF #72 AWG COPPER GLAD 1'� MAxi ANODE ROD _ (TYPE` GREE" 1� ---- ----------_ 70% SAND (MEETING THE GRADATION REQUIREMENTS OF 3126 "FINE AGGREGATE FOR P �'T� PORTLAND CEMENT CONCRETE") AND 30% GRADE 2 COMPOST (MNDOT 3890) _______r_ __________J MAINLINE TO LATERAL IAVM w. AWG CCPPFR CLAD I SEWER SERVICE LU,CONNECTOR GRADE LEVELfIN-GROUND TRACE sT[EL-RDD. cACToar . 1�`'pI I ON PRIVATE SIDE CONNECTED TO , `--n-„--ITY� WERE ACCESS BOJCDIRECTLV ABOVE I I SEWER SERVICE r I 5 J/(jh--r—.1 V MAXL I _..” ! E il TAPE OR DRNE+N MnaNEsnlu CLAD." STEEL ""GREEN ! 1 PLASTIC TIE NOTES: EllING MODE 1.7 l 1. WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALL BE E INSTALLED IMMEDIATELY ADJACENT TO THE SERVICE PIPE. NOTE: FILTER TOPSOIL BORROW TO BE PLACED BY LANDSCAPE CONTRACTOR AFTER I GRADE LEVEL IIN-GROUND THE WIRE SHALE BE FASTENED TO THE PIPE WITH TAPE OR ACCESS BOX AND DRIVE-IN PLASTID TIES AT VINTERVALS. SITE IS GRADED AND STABILIZED. THROUGHOUT CONSTRUCTION, KEEP HEAVY MAGNESIUM GROUNDING SEWER SERVICE - PLAN VIEW SEWER MANHOLE -PLAN VIEW W ANODE(SEE SERVICE ETAIL) EQUIPMENT OFF THE INFILTRATION AREA TO AVOID COMPACTION OF SOILS. ____---- w� /T MR SEWER SERVICE) (T+% I DRIVE-IN MAGNESIUM 4 -WAY CONNECTOR OR GROUNDING ANODE COIL 2' OF EXTRA REO AND GREEN 4 TWO 3 -WAY CONNECTORS GRADE LEVEL! IN -GROUND TRACE WIRE E WITH JUMPER WIRE WIRE IN ACCESS BOXREDGRE O N I IS FROM GROUNDING ANODE AND ACCESS BOX TO BE INSTALLED DIRECTLY GREEN WIRE IS TRACE WIRE ON OVER SEWER SERVICE NEAR THE SERVICE PIPE THAT CONNECTS TO RIGH--WAYLINE NO SOIL SHALL HAVE MORE THAN _____________ ____________ THE MAIN LINE WIRE. 5 5 J S 5 4 ' S% CLAY CONTENT. N LINI:ruNIAGNESIUM TAM OR INFILTRATION MEDIA y GRIX NNGANGDELUG PVSFIC TIE N II I 1 #14 AWG COPPER CLAD cDNNEcraR IT1'v) MANHOLE[ I� STEEL -RED, FACTORY °DNNEC�Nm� UU 12" FILTER TOPSOIL BORROW GROUND ROD ROD GROUNDINGNMWE ' CENTERLINE SEWER I I s I! SERVICE I I I 1 BOTTOM I "CLAD STM RCN — — — — — — I #12 AWG COPPER CLAD NOTES', N STEEL -GREEN_ -- 1. WIRE SHOWN AWAY FROMPIPE FOR CLARITY. WIRE SHALL BE (TYP) I I, SEWER MANHOLE - SECTION VIEW INSTALLED ON THE BOTTOM SIDE OF THE PIPE BELOW THE ` I ! I DRIVE-IN MAGNESIUM Noxrxf _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I GROUNDING ANODE SPRINGLINE THE WIRE SHALL BE FASTENED TO THE PIPE I I ROD --- --- --- — --- ----- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- ----- --- ----- --- WITH TAPE 037 PLASTIC TIES AT 5' INTERVALS_ - � I SEWER SERVICE l —-------------------------------------- — TRACE WIRE PLAN (SEWER) WIRE CONTINUES WITH SEWER— "n SERVICE AND CONNECTS TO= _ _ MAINLINE W IRE (SEE PLAN VIEW MINNESOTA RURAL WATER ASSOCIATION NATIVE ABOVE) STANDARD DETAIL WELL -DRAINING mww SEWER MANHOLE DETAILSANDY SOILINFILTRATION SEWER SERVICE - SECTION VIEW TRACE WIRE NG BCALE Eil H 1I 1t lTi IE BASIN SECTIONS MINNESOTA RURAL WATER ASSOCIATION MINNESOTA RURAL WATER ASSOCIATION NWL ELEVATION OCS (SEE DETAIL) 10' 4•� POND SECTION DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: ### VERTICAL SCALE: ### OR ## INITIAL ISSUE: 07/27/21 REVISIONS: 0 ❑. ❑A MIN. 2 CU YARDS I PLAN ELEVATION L:TibrarylMuniupaRPro(esslonal Assaciat—NRural Wafer DaNilslTrwe Wire Details 5,28.14 dwg OUTSIDE MH WALL TO FLAT BAR = 1" PROVIDE 4 1/2" SS ANCHOR BOLTS w/ CLIPS 1/4" x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING) #5 SMOOTH BAR @ 4" O.C. HOT DIPPED GALVANIZED EACH WAY GRATE IN 2 SECTIONS (PROVIDE 3 1/4" x 3 1/4" OPENING) PLAN TOP OF WALL [J] [Al 9., OUTLET I I [Bl VARIESPIPE [H][1] ORIFICE [C][D] 8" [E] 12" �f POND OUTLET SKIMMER 0 6' 7' SIDEWALK I BOULEVARD 2% SLOPE I 1 CONCRETE WALK J 2 ROLLS OF SOD AT BACK OF CURB (TYP.) MODIFIED DESIGN "D" CURB & GUTTER (TYP.) POND OCS NWL HWL [A] RIM [B] OCS SIZE [C] ORIFICE [D] ORIFICE [E] SUMP [F] INLET [G] INLET SIZE [H] OUTLET [1] OUTLET [J] TOP OF ELEVATION ELEVATION SIZE ELEV. ELEVATION ELEVATION SIZE WALL ELEV. 1 1 931.50 934.00 934.00 60" ID 933.00 6" 928.00 929.00 12" 931.00 12" 934.00 2 2 932.50 934.80 934.80 60" ID 934.00 6" 927.46 930.00 12" 928.46 30" 935.00 PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE: 07/27/21 LICENSE NO. 43358 STONY BROOK VILLAGE MONTICELLO, MINNESOTA 60' �/W Call 48 Hours before digging: 811 or call811.l Common Ground Alliance 30' I 30' R/W I R/W I 15' 15' 14' Westwood BOULEVARD 1' AOi cI nPF 2% I 2% TYPICAL STREET SECTION REFER TO PLAN SHEET FOR DIMENSIONS 1.5" MnDOT TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240C)(2360) MnDOT SPEC. 2357 BITUMINOUS TACK COAT 3" MnDOT TYPE SP 12.5 NON -WEARING COURSE MIXTURE (SPNWB230C)(2360) 6" MnDOT SPEC. 3138 CLASS 5 AGGREGATE BASE (MODIFIED) SELECT GRANULAR BORROW (DETERMINED BY GEOTECHNICAL ENGINEER) w/GEOTEXTILE FABRIC TYPE 5 6" MINIMUM SCARIFY AND COMPACTED SUBGRADE (100% STANDARD PROCTOR) Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc TYPICAL STREET - PAVEMENT DESIGN CONSTRUCTION PLANS SHEET NUMBER: 8 DETAILS OF PROJECT NUMBER: 0030308.00 1 DATE: 07/27/21 LTJ a J J O O r1C m 0 L u FOR FINAL LANDSCAPE PLANS FOR STONY BROOK VILLAGE MONTICELLO, MINNESOTA PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 CONTACT: MARK ELLIOT PHONE: 952-392-9227 EMAIL: MARK@ MARKELLIOTHOM ES.COM PREPARED BY: Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. PROJECT NUMBER: 0030308.00 CONTACT: JOHN H. BENDER SHEET INDEX Drawing Index DRAWING NUMBER DRAWING TITLE 01 COVER 02 OVERALL LANDSCAPE PLAN 03 LANDSCAPE NOTES & DETAILS 04 LANDSCAPE NOTES & DETAILS Vicinity Map (NOT TO SCALE) NO. DATE REVISION SHEETS 1 21-08-02 CITY COMMENTS ALL CONSTRUCTION PLANS FOR FINAL LANDSCAPE PLANS FOR STONY BROOK VILLAGE MONTICELLO, MINNESOTA INITIAL SUBMITTAL DATE: 07/13/21 SHEET: 01 OF 04 PROJECT NUMBER: 0030308.00 LU Q J 0 O m z O I— V) O 2 -QUA /-- 13-BHS f C 6-WHP I I r 10 -ACD /4-PFC 13 -CAV I \1b -ACD 7411 13-BCB \ 1 S " pl 6 -ACD 940 936 18-BCB 29 934 _ 8+ 7 1 + + y��L\ .1932`. 9 6 9� + + + �+ + 32r. + + + + + J �w 4� \� - 3 • \� w 9''6 - 2 10 -FFM FINAL PLANT SCHEDULE CODE QTY. COMMON/BOTANICAL NAME DECIDUOUS OVERSTORY 34 Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance SIZE SPACING O.C. MATURE SIZE FFM 10 1-HAK 8 -SCE 2.5" BB AS SHOWN 15 25 3 White Oak / Quercus alba 2.5" BB AS SHOWN �16 1 SCE 9 St. Croix Elm / Ulmus americana 'St. Croix' 2.5" BB 10 -FFM FINAL PLANT SCHEDULE CODE QTY. COMMON/BOTANICAL NAME DECIDUOUS OVERSTORY 34 Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance SIZE SPACING O.C. MATURE SIZE FFM 10 26 / ` ✓ 938 2.5" BB AS SHOWN H 50'-70'W 50' 25 3 White Oak / Quercus alba 2.5" BB 10 -FFM FINAL PLANT SCHEDULE CODE QTY. COMMON/BOTANICAL NAME DECIDUOUS OVERSTORY 34 Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance SIZE SPACING O.C. MATURE SIZE FFM 10 Fall Fiesta Maple / Acer saccharum 'Bailsta' 2.5" BB AS SHOWN H 50'-70'W 50' WHO 3 White Oak / Quercus alba 2.5" BB AS SHOWN H 50'-70'W 40'-50' SCE 9 St. Croix Elm / Ulmus americana 'St. Croix' 2.5" BB AS SHOWN H 60'-80'W 40'-60' ACE 9 Accolade Elm / Ulmus japonica x wilsoniana 'Morton' 2.5" BB AS SHOWN H 70'W 40'-50' HAK 3 Hackberry / Celtis occidentalis 2.5" BB AS SHOWN H 50'-75'W 50' / CONIFER TREES 41 BHS 16 Black Hills Spruce / Picea glauca 'Densata' 6' HT., BB AS SHOWN H 30'-40'W 20'-30' WHP 12 White Pine / Pinus strobus 6' HT., BB AS SHOWN H 30'-40'W 20'-30' NOS 13 Norway Spruce / Picea abies 6' HT., BB AS SHOWN H 40'-60'W 30'-40' / O ORNAMENTAL DECIDUOUS 47 / TCH 12 Thornless Cockspur Hawthorn / Crataegus crusgalli 'Inermis' 1.5" BB AS SHOWN H 15'-20'W 15'-20' / \ QUA 10 Quaking Aspen / Populus tremuloides 6' HT., BB CLUMP AS SHOWN H 10'-15' W 10'-15' PFC 15 Prairie Fire Crabapple / Malus 'Prairie Fire' 1.5" BB AS SHOWN H 15'-25'W 15'-25' \ ALS 10 Allegheny Serviceberry / Amelanchier laevis 6' HT., BB CLUMP AS SHOWN H 15'-25'W 15'-25' 3-TCH SHRUBS 241 1 / C � BCB 79 Black Chokeberry / Aronia melanocarpa elata #5 CONT. 4'-0" O.C. H 4'-5' W 4'-5' ACD 76 Alleman's Compact Dogwood / Cornus sericea 'Alleman's Compact' #5 CONT. 4'-0" O.C. H 4'-5' W 4'-5' CAV 86 Cranberry Viburnum/ Viburnum trilobum #5 CONT. 4'-0" O.C. H 4'-5' W 4'-5' NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. SYMBOL LEGEND NATIVE SEEDING LEGEND L DENOTES STORMWATER OVERSTORY 0 BUFFER NATIVE SEED MIX (33-261) 61, P O / DECIDUOUS UNDERSTORY TOTAL AREA (0.29 AC) STR ES EVERGREEN �,�`r + + + + DENOTES WET MEADOW S & W & l / +++++ SEED MIX (34-271) \ °` ` OVERSTORY lb + + + ++ TOTAL AREA (0.16 AC) BUFFER DECIDUOUS UNDERSTORY BUFFER TREES * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE 27 �� ��' DECIDUOUS TREES 3-PFC Q� L OVERSORY 28 hyo / r DECIDUOUS BUFFER YARD TREES 0 SHRUBS �T CA LANDSCAPE REQU I REM ENTS \ / 2 -Qu / l 23 - 29 A6 24-13CB — — — — / 2-TCH --� 8-WHP 1 _ II + + + + 13 -CAV 2 -QUA 4 -BHS 22 6 24 -CA - � � V sJ v 18 938 21� i L 3 -PF O C � 1-HAK / g WHO { DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: ### VERTICAL SCALE: ### OR ## 940 J>9 20 4 -QUA r 24 -BC O Q -TCH 6 -ALS ° / \~ J 4-N S\ 4-TCH PFC i 1 -WHO Q° 4 N 5 S / STO �l 4 -ALS 25 CD4 —7 rte' � �- FTI 401 0' 50' 100' 150' g� 1 01 _ CONSTRUCTION PLANS INITIAL ISSUE: 07/13/21 REVISIONS: 21-08-02 CITY COMMENTS 0 PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CORY IM EYE R DATE: 21-08-02 LICENSE NO. 26971 STONY BROOK VILLAGE MONTICELLO, MINNESOTA TOTAL LANDSCAPE REQUIRED: 137 TREES 4.1(G) STANDARDS FOR PERIMETER BUFFER: 79 TREES TYPE A - BASIC BUFFER, WEST PROPERTY LINE ( 552 LF ) 2.0 ACI OF CANOPY TREES, 10.0 ACI OF UNDERSTORY TREES, 15 SMALL SHRUBS PER 100 LINEAR FEET (12 ACI CANOPY TREES, 56 ACI UNDERSTORY TREES, 83 SHRUBS REQUIRED) TYPE B - 20' AESTHETIC BUFFER, SOUTH PROPERTY LINE ( 324 LF ) 8.0 ACI OF CANOPY TREES, 10.0 ACI OF UNDERSTORY TREES, 15 SMALL SHRUBS PER 100 LINEAR FEET (26 ACI CANOPY TREES, 33 ACI UNDERSTORY TREES, 49 SHRUBS REQUIRED) 4.1(H) STANDARDS FOR SITE LANDSCAPING: (28 LOTS TOTAL, 3 CORNER LOTS) 62 TREES EACH LOT REQUIRES 4.0 AGGREGATE CALIPER INCHES (ACI) OF CANOPY TREES REQUIRED PLANTINGS FOR CORNER LOTS SHALL BE DOUBLE THE LISTED REQUIREMENTS (8.0 ACI OF CANOPY TREES) ( 25 REGULAR LOTS x 4.0 ACI*) + (3 CORNER LOTS x 8.0 ACI) = 62 CANOPY TREES (124 ACI) * INDICATES ACI MET OR PARTIALLY MET WITH TREE PRESERVATION INCENTIVE CREDIT 4.2(D) TREE PRESERVATION INCENTIVE CREDIT -3.25 ACI (SEE CALCULATIONS ON TREE PRESERVATION TABLE SHEET) TREE REPLACEMENT REQUIREMENTS REE REPLACEMENT REQUIREMENTS: 0 TRE ,EE CALCULATIONS ON TREE PRESERVATION TABLE SHEET) OVERALL PROJECT REQUIREMENTS TOTAL LANDSCAPING REQUIRED: 137 TREES * REQUIRED SITE LANDSCAPING 138 TRE 132 SHRL * TREE PRESERVATION REPLACEMENT 0 TRI OVERALL PROJECT PROVISIONS TOTAL LANDSCAPING PROVIDED: * CANOPY DECIDUOUS STREET TREES: * CANOPY DECIDUOUS YARD TREES: * BUFFER CANOPY DECIDUOUS TREES: * BUFFER CANOPY CONIFER TREES: * BUFFER UNDERSTORY CONIFER TREES: * BUFFER UNDERSTORY ORNAMENTAL TREES: * BUFFER SHRUBS: Weftwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc 156 TREES 28 TREES 34 TREES 6 TREES 13 TREES 28 TREES 47 TREES 241 SHRUBS SHEET NUMBER: 02 OVERALL LANDSCAPE PLAN OF 04 PROJECT NUMBER: 0030308.00 DATE: 21-08-02 LU a J O af m z 0 O PLANTING NOTES 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH -BARKED TREES -FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO BE EXISTING TOP SOIL FROM SITE AND ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW), FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18. EDGING TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V -SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. STANDARD CITY PLANTING NOTES (1) IN SUBDIVISION PLANTINGS, NOT LESS THAN TWO OR MORE THAN THREE SPECIES OF TREES SHALL BE PLANTED IN ANY BLOCK, AND NEITHER LESS THAN 20% NOR MORE THAN 50% OF THE TOTAL TREES PLANTED IN A BLOCK MAY BE OF THE SAME SPECIES. ONLY TREES LISTED IN § 92.46 SHALL BE PLANTED. (2) REQUIRED TREES SHALL BE PLANTED IN THE BOULEVARD AT A LOCATION RANGING FROM FOUR FEET TO TEN FEET FROM THE CURB. PRECISE LOCATION WITHIN THIS RANGE TO BE DETERMINED BY THE CITY. (3) REQUIRED SUBDIVISION TREES MUST HAVE A TRUNK DIAMETER OF AT LEAST TWO INCHES AT ONE FOOT ABOVE THE GROUND. (4) REQUIRED SUBDIVISION TREES MUST BE PROTECTED AND SUPPORTED BY TREE GUARDS OF APPROVED TYPE. (5) NO REQUIRED SUBDIVISION TREE SHALL BE PLANTED IN SOIL TOO POOR TO ENSURE THE GROWTH OF THE TREE UNLESS 27 CUBIC FEET (THREE FEET X THREE FEET X THREE FEET) OF SOIL IS REMOVED AND REPLACED WITH SUITABLE LOAM. DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: ### VERTICAL SCALE: ### OR ## INITIAL ISSUE: 07/13/21 REVISIONS: 21-08-02 CITY COMMENTS 0 PREPARED FOR: ENTRY MONUMENT DETAIL SCALE 1 " = 10' SHKEDDED HARDWOOD MULCH (TYP.) ` LARGE BOULDER WITH/ NAME ENGRAVED (BY OTHERS) - NATIVE SEEDING / SEEDING LIMITS \-♦ ENTRY MONUMENT PLANT SCHEDULE CODE QTY. COMMON/BOTANICAL NAME SHRUBS 5 S �O 5' CONCRETE SIDEWALK O 1� Qo PLANTING DETAILS Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. a�rDO GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF 0 STAKE 3' (MIN.) BELOW GROUND. P oma° STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT REMOVE CONTAINER, SCARIFY SIDES, AND AROUND AND OUTSIDE ROOT BALL. oQo� SET SOIL MASS ON COMPACTED SOIL BASE oP SECURE TREE TO POSTS WITH 16" LONG sp�o MOUND, MATCHING SHRUBS NATURAL POLYPROPYLENE OR POLYETHYLENE, 40 GROUNDLINE WITH FINISHED GRADE MIL., 1.5" WIDE STRAP. �w p MULCH AS SPECIFIED (AND FILTER FABRIC, v AS INDICATED) TREE WRAP MATERIAL FROM GROUNDLINE > u EDGING AT PLANTING BEDS, AS SPECIFIED, UPWARD TO FIRST BRANCHES, AS REQUIRED. f�IT" a CO ADJACENT TO LAWN AREAS X PLACE MULCH, DEPTH AS SPECIFIED, OVER\ BALL PLANT PITS - DO NOT PILE AGAINST TRUNK. / SCARIFY SIDES AND BOTTOM OF HOLE. \ \ \ DIAMETER \�\ DEPTH PER CONTAINER SOIL DEPTH \\ FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. BACKFILL PLANT PIT WITH SPECIFIED REFER TO AMERICAN STANDARD FOR PLANTING SOIL OR AS APPROVED \ NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET CONTAINER ROOT SOIL ON UNDISTURBED SUBSOIL OR MILD SCARIFY SIDES AND BOTTOM OF HOLE. COMPACTED SOIL FOR DEPTH TO MATCH SET ROOT BALL ON UNDISTURBED SUBSOIL FINISH GRADE OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. N.T.S. LAST REVISED: LAST REVISED: .... nn DECIDUOUS TREE PLANTING 10/19/18 LA28 SHRUB & PERENNIAL CONTAINER PLANTING 10/23/18 LA27-C PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED o WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT o, AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG 3!?°0 POLYPROPYLENE OR POLYETHYLENE, 40 p MIL., 1.5" WIDE STRAP. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK FORM 3" DEEP WATERING BASIN BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH � FINISHED SITE GRADE. � ° N.T.S. I LAST REVISED: EVERGREEN TREE 10/19/18 / PLANTING LA29 40 5 SIZE SPACING O.C. MATURE SIZE TAY 3 Taunton's Yew / Taxus x media 'Tauntonii' #5 CONT. AS SHOWN H 3'-4' W 4'-5' MCS 2 Magic Carpet Spirea / Spiraea japonica 'Walbuma' #5 CONT. AS SHOWN H 2'-3'W 2'-3' PERENNIALS 13 KKC 5 Kit Kat Catmint / Nepeta x faassenii 'Kit Cat' #1 CONT. AS SHOWN H l' -2'W V-2' DAY 8 Chicago Apache Daylily / Hemerocallis 'Chicago Apache' #1 CONT. AS SHOWN H 2'-3'W V-2' NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CORY IM EYE R DATE: 21 -08-02 LICENSE NO. 26971 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Weftwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc 0' 10' 20' 30' CONSTRUCTION PLANS SHEET NUMBER: 03 OF LAN DSCAPE NOTES &. UETAI LS 04 PROJECT NUMBER: 0030308.00 DATE: 21-08-02 O TWIN HOME PLANTING DETAIL (TYP) SCALE 1 " = 10' DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: ### VERTICAL SCALE: ### OR ## INITIAL ISSUE: 07/13/21 REVISIONS: 21-08-02 CITY COMMENTS 0 HARDWOOD MULCH (TYP.) PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 TWIN HOME PLANTING DETAIL SCHEDULE CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. MATURE SIZE CONIFEROUS SHRUBS 13 TEA 13 Technito Arborvitae / Thuja occidentalis 'Bailjohn' #5 CONT. AS SHOWN H 8'-10' W 4'-5' DECIDUOUS SHRUBS 34 MCS 16 Magic Carpet Spirea / Spiraea japonica 'Walbuma' #5 CONT. AS SHOWN H 2'-3'W 2'-3' AFD 10 Arctic Fire Dogwood / Cornus stolonifera 'Farrow' #5 CONT. AS SHOWN H 3'-4'W 3'-4' BOH 8 Bobo Hydrangea / Hydrangea paniculata 'ILVOBO' #5 CONT. AS SHOWN H 2.5'-3'W 3'-4' PERENNIALS 58 KFG 24 Karl Foerster Grass / Calamagrostis aculiflora #1 CONT. AS SHOWN H 3'-4'W 2'-3' DAY 14 Chicago Apache Daylily / Hemerocallis 'Chicago Apache' #1 CONT. AS SHOWN H 2'-3'W V-2' KKC 20 Kit Kat Catmint / Nepeta x faassenii 'Kit Cat' #1 CONT. AS SHOWN H l' -2'W V-2' NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA COIRY IM EYE R DATE: 21 -08-02 LICENSE NO. 26971 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Weftwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance 1 0 �?� 0' 10' 20' 30' CONSTRUCTION PLANS LANDSCAPE NOTES & DETAILS PROJECT NUMBER: 0030308.00 SHEET NUMBER: 04 OF DATE: 21-08-02 r R � SOM MEN MOR mmiq dbal No son 77 MEL KTIL46TKSFT. �� ' - I:ililF:GiA, raiYl, SOM MEN MOR mmiq dbal No son 77 MEL GENERAL NOTES: 1. ALL DOOR AND WINDOW HEADERS TO BE S.P.F. #2 OR BETTER, SEE PLANS FOR SIZES. 2. HOUSE TO BE BUILT PER CURRENT I.R.C. CODES. 3. VERIFY GRADES AND ADJUST FOUNDATION/FOOTING STEPS AS NEEDED. 4. SEE PLANS FOR CEILING HEIGHTS 5. 4' HIGH POURED FDN. WALLS STD. 6. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING AND FOUNDATION. 7. ALL TRADES & SUPPLIERS TO REVIEW & VERIFY INFORMATION PERTINENT TO THEIR WORK AND NOTIFY CONST. OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION 8. NOTED CABINET SIZES ARE +/- AND TO BE FIELD VERIFIED. 9. TRADES TO VERIFY BASE AND TRIM SIZE PRIOR TO CONSTRUCTION. 10. ALL WALLS MORE THAN 10'H. TO BE S.P.F. #2 OR BETTER. 11. EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY: HOME SITE, FILL AND TOPOGRAPHY WILL DICTATE ACTUAL GRADES AND MAY VARY FROM THOSE SHOWN ON THE PLAN. 12. NOTE: SUBFLOOR JOINTS SHALL BE STAGGERED FROM FLOOR TRUSS OR JOIST JOINTS 6" CORNER BD. JLUrr- JILJCVVHLf\ MJ RCUUIIRCU 1 U MATCH DRIVEWAY HT. / SLOPE FRONT ELEVATION SCALE: 3/16" = 1'-0" W- nom? w-�oz ooa ama� o ��W �4a aWSJ �q6 m�tvWW Q4;Q !i fi 5 a � o to N O�iv1+p O N p N O 'L 4) m(D ° L � O •— � 4% L � 1 L 3 0 0 al p 0 P�3 oc w}o(D 3 O-2> Cy• - Q E J m m L C •— U .-. 0 0) E N u; � � V) 3._ C — 6 O 6 O N D N2•� E Et•� N U Q 0 L N w C C.O 0��� H a� vis L L J Zs o ° C —_ o j� C N a U >0 Cc: �p'O _ QsN���-ma w V� U E N Z C O O (A L w•3a oo n -0 j U 22 CO O Na S U 0 H O E to V J rrl W V O O C) OO�v o ��H w PROJECT # 07 -00 -BUYER AGENT: BUYER S/O BUYER S/O STARTED: REVISIONS: 8-10-21 APP SET 1 SHEET,1 F E F Alm I U/AL V K/`\U CJ /`iIV U IVI/-\ Y V /-\K Y r KU IVI I n UJ C SHOWN ON THE PLAN. r N VINYL SHAKE t T.O. SLAB —8" TRIM —4" TRIM 6" TRIM TYP. BKT 12x24x3 (FYPON) ON 8" LP TRIM TYP. 12 VINYL SHAKE 12F— iliiii ilii ii iliiii 7:12 12 �12 ALUM. SOFFIT /-& FASCIA 10" TRIM LIN BKT 12x24x3- (FYPON) ON 8" LP TRIM TYP. LP BD. & BATTEN 12 ALUM. SOFFIT 12F & FASCIA7\ H a � d �U [o 7:12 10" TRIM 8" TRIM 4" TRIM=: VINYL BATTEN VINYL BD. TRIM TYP. 10" TRIM I I T.O. SLAB I- SIDE ELEVATION SCALE: 3/16" = 1'-0" OLw�� OQ F pz d �U p— �1711{U�-1p17`�Q � _ a) IL Iii ZJ Q L 0 Vl N 0(D L- a c o m -C aL 'L L m a) a N ma'3 �4) C a' 3 O �a)aiE°d�>`U Ld U �ou�}3' C� �--a O m -a•- � JE�O+> r- 0:6 aamo�� (n 3 ._ c -0-0 70fv� 0 N2.3 E E'y•� v °� ma'a N— N a a C 0 wCCa�a�`�d E L L H N amt N 0 -0 N J Ut U 1 a yj°� --2= O > NU > � N a Jaoa)Coo Q� y O � v,a�aoa�t a w 0)4- c rn E 7- co ono w3ao a'N icO C U =o mo o �Na3a)�_sZU U 00Q N >�p 0 t0a o H a E rn V J rT1 w O O O F� OO�v o PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 8-10-21 APPSFT HEE 2 SOFT11 6" 40'-0" W U Q 40'-0" co Q co d �U E 2 UNEXCAVATED 10" UNEXCAVATED 2 ----------- 0 20'-2.. a) IL Iii J Q 0 Vl to O D 10- 0 >. Emc 0 2't6'� 20'-2" -- L ---L E�oO+> J oma�� Uou>i�vi� (n 3 ._ co —� Oa f v� oN2.3EE�,•3 a° L m a a N- �� E _ -J L---LL---L 0�`�dT)E L 0 � N J v v o� N- U > N a a O J � mc v v w�va E UL rn 7—.S 0, ono w3ao a�v,N LSO c U °� 3 o m a o -0 00) Q (1) -c 6 �aE rn Wr^w w O O co OO�v o P., --� -�� Li3, PROJECT # 07 -00 -BUYER �--- BUYER S/O BUYER S/O &J" REVISIONS: 7 -- L JLu Fr—1 d SHEET 3 11 7'-4" 6'-111/4" a � � ° � � 6'-111/4" 7'-4" O C F O � � I L JI LJ � N 20' 1 /2" 20' 6 /2" cP N Lo III III I � III L-----71 Ll-` --JJ 2" 2" 2" 2" 6" 6" 0 10 o N N ^ UNEXCAVATED UNEXCAVATEDco N ^ N N TI N o FILL FOR SLAB FILL FOR $„ $., 8„ co 1'-6" 5-111/2" '-61/2" Z� Q a v 1'-61/2' 5-111/2" 1'-6" io Q 19'-6" 11'-6" 9'-0" 19'-6" 9'-0" 11'-6" J_ 40'_0" U 40'_0" 80'-0" TWIN HOME FND PLAN SCALE: 3/16" = V-0" 6" OLw�� OQ F OZ d �U Q- T1711u�-1n17��1�Q � a) IL Iii J Q 0 Vl to O D 10- 0 >. Emc N CL;Ina) -0 m L N >>'7 c -0 Ec�d uc) Ld U E�oO+> J oma�� Uou>i�vi� (n 3 ._ co —� Oa f v� oN2.3EE�,•3 a° L m a a N- �� E 0 0�`�dT)E L 0 � N J j°�- O N a y� o� N- U > N a a O J � mc Q� y r O U -N a � v,a�aoa�t w�va E UL rn 7—.S 0, ono w3ao a�v,N LSO c U °� 3 o m a o -0 00) Q (1) -c 6 �aE rn Wr^w w O O CD EO OO�v o PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: SHEET 3 11 OF TWIN HOME MAIN FLOOR P LAN SCALE: 3]6'=]%?' ■ K§§§ �K®§ fab /2kk }$2§4 Jk bƒ bd � ■� &)¥� Q«� $ ?/{EG - A k 3 2ee� gg�m-d \E/!/2 �22m o eo-M2��2 E> %5 2E' /3 w 0 `my�-EG �r- Oe§c:fƒ Uf$�§%Q2 V) 3-y E �k�/E��\/ o�/LtEa �- 0 L.[[E- Eo7 §�\57 � �cC IEEE O�/q$k 0 8 0 >E 0 D— Q-c O§ - S§=o_0o % esoL. 0[m \�$/ U\�f=0 o\ �2 $vxo�o� /k[�2 f � � � � W PR JEC I# 07 -00 -BUYER AGENT: X BU &o Bu &o STARTED: X REVISIONS: 8-10-21 APP SET � SHEET q OF NOTE: 2X6 EXT. WALLS U.N.O. 2X4 INT. WALLS U.N.O. - STD. BASE & CASING TO BE PRINCETON - 1/2 WALL w/ WD. CAP & INVERTED CASING - 42" UPPER CABINETS DOOR ROUGH OPENINGS: BIFOLD DOORS: 82" OVER CARPET CERAMIC TILE & WOOD 82" OVER VINYL 1 3/8" WIDER THAN DOOR PREHUNG UNITS: 83" HEIGHT 2" WIDER THAN DOOR SRO = SHEET ROCKED OPNG FINISH SIZE NOTED ON PLAN (EXAMPLE: 2668 ) R.O. 1" WIDER, 83" HIGH CO = CASED OPENING (WOOD) FINISH SIZE NOTED ON PLAN (EXAMPLE: 2668 ) RO. 1 1/2" WIDER, 83" HIGH I 40'-0" r TYP. FDN. PLAN 7 4 - SCALE: 1/4" = 1'-0" I\ 19'-6" J APPROX. 1,665 SQ. FT.' FOUNDATION a nom? oz R00 �w__j 4ma0 ietli�w a �NE N CHOR BOLTS 2 7 d FOUNDATION NOTE: IN DOOR OPNG. ABV. 1/2" DIA. ANCHOR BOLTS }au�� mew$ �uQ�Q 6'-0" O.C. & WITHIN 12" OF � o N N o >-t c _ C L L O L N mN +v L ENDS OF EACH SILL PLATE w}oW 3 Oc Q E L U N p�— J Uou'�0)E. V) 3 ._ F- c — 6 a 7 o O i N D N E Et•� N 4-- O Q 0, �O C�6 Q O N O N C W eo s ad E Hary s LL O °' v - us :3 o J Zs _ ap c o > N c N U JaorncpU — QsNc �-ma N a 3 p Ns w V U E N Z c O O (A L o ��' n Wo o N 63 p>-0QU _ O Na _c U 0 `- v E rn 10" w � r•� 6" LL 2" °a a co FOUNDATION NOTE: NOTE: PLUMBING FIXTURES 1/2" DIA. ANCHOR BOLTS PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O VERIFY LOCATIONS FOR RGHANS 6'-0" O.C. & WITHIN 12" OF REVISIONS: 8-10-21 APP SET ENDS OF EACH SILL PLATE SHEET 5 11 OF -1� � I II 20'-2" LL - 2-6 1 \_ 'v TYP. TYP. FDN. @ HOUSE 8" POURED CONC. WALL W/ UNEXCAVATED 6" CURB (2" LEDGE FOR SLAB) FILL FOR 4" CONC. SLAB 6'-3" 20" x 8" CONC. FTG. rl_c� �i I d � r SII � co i' O L _JI N Cfl O Ln - a �n - o d w Ln NOTE: 7'-4" 6'-11 1/4" RADON\ --NO ANCHOR BOLTS N N VENT d IN DOOR OPNG. ABV. a a d r — � � SII I L� I_ p N 20'-6 1/2" _miTYP. FDN. @ GARAGE / HOUSE v 10" POURED CONC. WALL W/ 6" CURB (2" LEDGE FOR SLABS) -------- -------- 20" x 8" CONC. FTG. FOUNDATION NOTE: 6" MIN. WIDTH 2" 2" BEARING CURB 6" 42" VERTICAL & HORIZONTAL d FROST PROTECTION o 10" ` r N Npt UNEXCAVATED 2 ti FILL FOR 4" CONC. SLAB � r a N � d I ° ad TYP. FDN. @ STOOP ° 10" POURED CONC. WALL W/ 6" CURB (2" LEDGE FOR SLABS) 20" x 8" CONC. FTG. NOTE: NO ANCHOR BOLTS IN DOOR OPNG. ABV. TYP. FDN. @ GARAGE FRO 8" POURED CONC. WALL 6" CURB (2" LEDGE FOR SLAB) T / ° iN4 20" x 8" CONC. FTG. FOR d ar4kLL a SLAB CONC. PNG FOR 16'-0" GARAGE DR. d U 8" 111/2" 1'-61/2" (N _ U) EN 00 r TYP. FDN. PLAN 7 4 - SCALE: 1/4" = 1'-0" I\ 19'-6" J APPROX. 1,665 SQ. FT.' FOUNDATION a nom? oz R00 �w__j 4ma0 ietli�w a q�u d }au�� mew$ �uQ�Q � o N N o >-t c _ C L L O L N mN +v L N > L 3 w}oW 3 Oc Q E L U N p�— J Uou'�0)E. V) 3 ._ F- c — 6 a 7 o O i N D N E Et•� N 4-- O Q 0, �O C�6 Q O N O N C W eo s ad E Hary s LL O °' v - us :3 o J Zs _ ap c o > N c N U JaorncpU — QsNc �-ma N a 3 p Ns w V U E N Z c O O (A L o ��' n Wo o N 63 p>-0QU _ O Na _c U 0 `- v E rn CI) w w � r•� W OO�v o PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 8-10-21 APP SET SHEET 5 11 OF NOTE: 2X6 EXT. WALLS U.N.O. 2X4 INT. WALLS U.N.O. NOTE: - STD. BASE & CASING TO BE PRINCETON - 1/2 WALL w/ WD. CAP & INVERTED CASING - 42" UPPER CABINETS DOOR ROUGH OPENINGS: BIFOLD DOORS: 82" OVER CARPET CERAMIC TILE & WOOD 82" OVER VINYL 1 3/8" WIDER THAN DOOR PREHUNG UNITS: 83" HEIGHT 2" WIDER THAN DOOR SRO = SHEET ROCKED OPNG FINISH SIZE NOTED ON PLAN (EXAMPLE: 2668 ) R.O. 1" WIDER, 83" HIGH CO = CASED OPENING (WOOD) FINISH SIZE NOTED ON PLAN (EXAMPLE: 2668 ) RO. 1 1/2" WIDER, 83" HIGH 1, WINDOW SCHEDULE FLOOR WINDOW LABEL RGH. OPNG. DESCRIPTION LEVEL d �U —FIRST Al 72" x 96" PATIO DOOR A2 106" x 66" 3W SGL. HUNG A3 80" x 66" 2W SGL. HUNG A4 36" x 54" 1W SGL. HUNG A5 48" x 24" PICT. WDW. TYP. MAIN FLOOR PLAN IN 40'-0" 7'-8" 1 6'-9" 7'-5" 1 11'-6" 6'-8" 8'-0" HT. 7/ 3-2x10 ® 8'-0" HT. 8 8'-0" HT. (M) SCALE: 1/4" = 1'-0" NOTE: ZERO BARRIER SIDEWALK (NO - SLOPE SIDEWALK AS REQUIRE[ MATCH DRIVEWAY HT. / SLOPE J " APPROX. 1,665 SQ. FT. APPROX. 9'-0" CLG. @ MAIN LEVEL OCw�� OO � oz 2-2x10 i SRR d �U U)NN 3-9 112" LSL 3-9 1/ " LSL 2 n– 'r�uQ �Q�i TI z 0000rn ' OPT. TRAY VAULT 7 n Vl N 0 0 1-0 a >t E•OO10 a c :5-0 Ld U X00}3 cap O+> JC'- E� a m ay '-0 a Uou>i�E�viW ( ) 3 ._ = c --00-0 7ofv� 0 0 m: E E •�, •3 NOTE: EN- N���� 0 w c c a3i a��� E H O at L L 0 00 m�, a o -0 N_j Ut U N� .�-O > c C m o U N J a O r-.2 -0 •y U a � a o mc w��va E U�L rn Zco ocno Ld 3 QO O 0 0 N LSc Om ZERO BARRIER O " 10'-6" 13'-0" O a 3 0-0 a- 0 0 EU) r •N 0 Q L �• 0 - p00�Q N _c0a>�O �aE rn CIS w w r r•� DOORWAY o QOME ­ 0o q AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 8-10-21 APPSFT SHEET 6 11 OF GREAT ROOM DEN 9'CLG. /CARPET O NER'S SUITE w 9' CLG. / LVP FLR. �co CLG. /CARPE 1 10'-1" x 10'-6" �? " 7t w 13'-7" x 11'-10" 164 SQ. FT. �I N 12'- x 14'-6" (180 SQ. FT.) _ ( ) (108 SQ. FT.) co o N U) 111 L[7 H w co wi O U)v) � 2'-0„ 2,_0„ 'v � p X6:12 I FLAT CLG. o U- = O N N w _ OO N �p SMOKE - o�� SD o U) ®Z � 9„ N= 4'-0" 3'-3" T-0" 6'-3" - o JCN J DINING x _ 3°68 I TR co i N I 9' CLG. / LVP FLR. 13'-7" x 9'-4" o WI SH. 006' •� OABV. o (130 SQ. FT.) W&DP (/vASHER D_RYE = N O _ _ v 27" BASE — �L — � 1 / O. CLST NDRY r—� U) 9' CLG. / CPT. z l $ 9' C / LV 0 6'-7" x 5'-9" Q oo 7'-6" 5'-9" U w 39 SQ. FT. > I L (_ � _) 2'-2" 15'-7" 6' (.0 (44 S . FT.)I� v I I M L¢ J R&SH 00 o) 8/0 H. SRO I -------------- LiO. BATH I A/C UNIT I I T -7"3068 ---co 9' CLG. / LVT , O 12" FLUSH OH. g" MECH. 5'-5" x 13'-0" P.H. I I \I wRAC �__, ___ ------- I i ' i MUDRM CONC. P� NTR (72 SQ. FT* I I e o OPT. LVT WH m NOTE: C? = 9' CLG. / LVP OPT. CAB. in DWI L--------- --J o ABV. TOILET = 0 i KITCHEN (�I� F.D. Z o 60x35 01, o I 9' CLG. / LVP e - CD�o0 2-1668 �� Eo 0 L rn N I 13'-6" x 9'-6" 3 c) 000 E0 AIR i SQ. FT.) B IBRGL M _ q ® (130 PANEDLS "� R&SH N EXCH. GAS RANGE UNIT "' ____ i MICRO ABV. 2-9 1/2" LSL Lo b I VENT TO OUTSI E — �__ _ 3/ 0 x 8/0 H. RO NOTE: E0 Lo _-I -� L- o II REF. I N - ZERO BARRIER I I I rn � DOORWAY I O J I T ch CV 00 , 2x6 TB RADON 4'-1" 4'-8" 5'-6" 6'-3" `L VENT Ir Ir cL 2' 10" O 9„ 20'-6„ �9_9A­TH OQ� 'CLG./LVT o� _ 7'-11" x 5'-4" PH 9' CLG. /LVP N(J`� (42 SQ. FT.) . r--.— . - N M Ll I OI o_ 1, I i 9' CLG. / LVP PANTRY `1,SH 11 APPROX. 541 SQ. FT. TR R&SH 8'-5" 2 -CAR GARAGE U) 4" SLOPED CONC. w �9' CLG. / % VP 1 2x6 WALLS U.N.O. U) 101 CARPET = cn co U U LL N � �cacb = o GARAGE CEIL. TO BE 5/8" TYPE'X' O �O `L in 06 CO/ 1 - 1 ir> GYP. BD. WALLS TO BE 1/2" GYP. w 6� O SMOKE® m SHEATHING. ALL WALLS & CEILINGS TO N 0 HAVE ONE COAT FIRETAPE @� 0 5/4 8/0 H. SRO o LL N 5'-10 1/4" 2'-6" 4'-5" 6'-8 3/4" U SD Z O U FOYER w 9' CLG. / LVP O o cii 5'-11" x 9'-1" U) Eo 2x6 WALL U) (55 SQ. FT.) M FOR FP. CHASE �Uti -------------------- 1--O w a� 16'x7' O.H.D. ABOVE o It BEDROOM #2 I N O 9' CLG. / CARPET co 0 12'-0"x 12'-7" o 6" (D (151 SQ. FT.) LL NOTE: -,4/ ZERO BARRIER 2-2x10 DOORWAY eco, 12"S. L. T ANS. AB .PORCH 1'-6"o CONC. V-6" o 2-2x10 3'-0" 3'-0" co R.O. 16'-1" FRAMING w 2-2x8 (DR) 3-16" LVL NOTE: U 8'-0" HT. — — — — — — STONE eo MFG. ROOF TRUSSES ASPHALT w U) Q iv FACE ® @ 24" O.C. 12" SQ. LP COL. DRIVEWAY N ON 20" STONE COL. Q SCALE: 1/4" = 1'-0" NOTE: ZERO BARRIER SIDEWALK (NO - SLOPE SIDEWALK AS REQUIRE[ MATCH DRIVEWAY HT. / SLOPE J " APPROX. 1,665 SQ. FT. APPROX. 9'-0" CLG. @ MAIN LEVEL OCw�� OO � oz i SRR d �U n– 'r�uQ �Q�i TI n Vl N 0 0 1-0 a >t E•OO10 a c :5-0 Ld U X00}3 cap O+> JC'- E� a m ay '-0 a Uou>i�E�viW ( ) 3 ._ = c --00-0 7ofv� 0 0 m: E E •�, •3 o a -a or- ut EN- N���� 0 w c c a3i a��� E H O at L L 0 00 m�, a o -0 N_j Ut U N� .�-O > c C m o U N J a O r-.2 -0 •y U a � a o mc w��va E U�L rn Zco ocno Ld 3 QO O 0 0 N LSc U 0 a o O a 3 0-0 a- 0 0 EU) r •N 0 Q L �• 0 - p00�Q N _c0a>�O �aE rn CIS w w r r•� o QOME ­ 0o PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 8-10-21 APPSFT SHEET 6 11 OF 7/16" FIRE RETARDANT ROOF SHTG. (4'-0" WIDE) 41'011 DUCTS PENETRATINGIWITHIN 4'-0" AREA MUST BE ENCLOSED IN AN APPROVED FIRE DAMPER. LINE OF LEGAL VENT AREA FOR ROOF PENETRATION - NOTE: EACH WALL TO MEET UL DES U341 -1 HR. FIRE RATING 2 LAYERS 5/8" FIRE CODE TYPE X GYP. BD. ON CLG. Q 14" (2) INDEPENDENT TYPE W WALLS 5/8" TYPE 'X' GYP. GABLE END TRUSS 16" O.C. VERTS 5/8" TYPE 'X' GYP. 1" AIR SPACE 5/8" TYPE 'X' GYP. GABLE END TRUSS 16" O.C. VERTS 5/8" TYPE 'X' GYP. INSUL. (2) INDEPENDENT TYPE W WALLS (UL -U34' 5/8" TYPE 'X' GYP. 2x6 STUDS 16" O.0 1" AIR SPACE 2x6 STUDS 16" O.0 5/8" TYPE 'X' GYP. SOUND INSULATE (STC 55-59) RAL TL11-16 TRTD. SILL PLATE 2" 14" POURED CONC. WALL 2) TYP. PARTY WALL 7 SCALE: 3/8" = 1'-0" 1 SCIS I IUIV 7 SCALE: 1/4" = 1'-0" EPDM MEMBRANE OVER 1/2" O.S.B. SHEATHING - CONC. FTG FLUE CAP ROLLED METAL STOCK -OVER MEMBRANE (APPROX. 1/4" SLOPE) 8" TRIM m SHAKE SIDING BLDG WRAP OVER 1/2" SHEATHING 2x6 STUDS 3 FP CHASE CAP DET. 7 SCALE: 1/4" = 1'-0" o n> - q ID am iea- w Q �u 9�Wud ILVU-�a }au�� mew$ �uQ�Q �N a � o N N O�iv1+p c O N c N C � L _c L a•L N N +° L N >3• -mom NL � C > w}oW 3 O � > c: Q L J N O L � •- Uoa>i�E- NN� (n 3._ c — 6 0-0 3 O N vs0Laicrv 0-0 � N C N 0-0L. C Q O N - O V) w `d 4) N O H N _y s N L L J Zs o > C N C N U Jao0) _ QsN�oo - ma N , 3 p Ns Z C O O 0) Ld 3 a° o ��' n :;:tU N a 00 N 63 m-0QU _ U O Na N �p 0 CIS w w � r•� W [C)0 OO�v o ,_5�H w C) C) PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: x REVISIONS: 8-10-21 APP SET 7 SHEETI 1 OF �b� SCALE: 1/4" = V-0" OLw�� OQ F OZ WE 4ngw ~Lu d �U 2:ILi§ld IV a- pip �M= fu '171u�-1n17o a) IL Iii 1-u ZJ Q L 0 Vl N OOiv) — a >. Eomsm �maL.E°d�>`U Ld U �oa�}3. crn O+> Cy'- JE�aamo�� U,-00)E�vi�� (n 3 .- c -0 0-0 7ofv- o N2.3 E E•�,•3 a° L m a a N - 'D v E N as w a� a�`�d4) E L L H N a-yt N = 0 N J t U� -0U N ° �- O a yj� � N- U > C a a Jao0) Q� y O � v,a�aoa�t a w 0)4- m E Zco ono w3aa 0 CU) L O o �Na"3a��QU N .N _ U 00Q N >�p 0 tUa>�O �aE rn V J rT1 w O O O F� OO�v o PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: SHEET 8 11 of � M ] ROOF PLAN SCALE y]w =f±" W- W- §§§ �K®§ \©) ie° -b /2kk }22§4 �2�}k � ILVU- /kb�� § ■)_¥LU § 9R} . _ e k 3 2ee� gg1-m—d \E/!/2 �22m o %—a Lo. 2 w 0my�—EG �0e§c:fƒ Uf$�§%Q2 V) 3—y E �k�/EE 0\/ o�/LtEa �0- [[EL.— �Eo§�\577 �cC IEEE O�/q$k mo04�%�j >E 5 Q -c 0§ —� S§=o_oo 0[%\esoL. m $/Z� U\�f=0 o\ �2 $�xo�o2� � � � � W PROJECT # 07 -00 -BUYER Eq: X BUYER s BUYER s STARTED: X RGeom: 8-10-21 APP SET 9 SHEET, q OF U� �W H� Uw MAIN FLR. ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W P WEATHERPROOF DUPLEX OUTLET G.F.I.P. DUPLEX OUTLET (GROUND FAULT PROTECTED) HALF -SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 4 FOUR-WAY SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT EYE BALL FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT -----J FLOURESCENT LIGHT FIXTURE Q EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION CH CHIMES (OPTIONAL) SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR IL TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) 0 THERMOSTAT ELECTRIC METER i ELECTRIC PANEL ® SPEAKER (OPTIONAL) FAN/LIGHT COMBO .� (./' PREWIRE, PROVIDE C J ADEQUATE SUPPORT u _0� 4 BULB FIXTURE o- 3 BULB FIXTURE GARAGE DOOR coo OPENER OUTLET x------- - C- FLUORESCENT LIGHT PER SPEC 200 AMP SERVICE LIGHTING PACKAGE: T.B.D. LINE TO DRYER: T.B.D. OLw�� OQ � OZ d �U X IL a— '�1711u�-1n17��1�Q a) IL Iii ZJ Q L 0 Vl N C ID OOiv��a >. Eom-Do m N a'� mL N c :5-0 �maiE°��>`U Ld U �oa�}3. crn O+> cy'- JE�aamo�� (n 3 ._ = c — -0 0-0 00-1.- f v - N2.3 'y•3 0E 0E E v °� ma -a p�QN m N— N-0 a c N as v� ���� W c -0 d0 E H N a L L 0 _y _c N 0 -0 N a yj°� .�—O � N— U >J c a a a Oa1� o� Q� y U—N a � v,a�aoa�t a w 0) 4- rn Zco ono w3aa 0 CU) L� c U m a 0 �Na"3a��QU N .N _ Q NU>�p00� tUa>�O CIS w W OO�v o O O PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 8-10-21 APPSFT SHEET 10 11 of MANTLE PER SPECS I 12" SURROUND @ FRONT ONLY PER SPECS (SHTRCK. @ SIDES) 42" W. GAS F.P. R.O. 42"x 1/4" x 16 1/4 72 1/2" FIN. 54" TV (REF. ONLY) 04 OPT. o QUILT fNS N 4'-0" GATHERING RM. F.P. ELEV. SCALE: 3/8"=1'-0" NOTE: PUCK LTS. AT GLASS DOORS I 1'-9" I 1'-9" I 3'-5 1/4" 1 1'-9" I 1'-9" I OPT. BUILT-INS SCALE: 3/8"=1'-0" DINING ELEV. CROWN MOULDING oz U) Q U) Q U) Q U) Q TOP w/ OPT. BUILT-INS 2'-6" 2'-6" ANITE Q �u 9� 1-u.4 ol 2'-3" 2'-9" 000000 }au�� mew$ 0 0 SINK APPROX. 27" D. o 0 o to N >. EO N N �L O.L N N +O L m 1'-9" 3'-0" 2'-0" 1'-6" I 1'-9" I 1'-9" I 3'-5 1/4" 1 1'-9" I 1'-9" I OPT. BUILT-INS SCALE: 3/8"=1'-0" DINING ELEV. 2 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" 1'-3" 2'-6" 1'-3" 3 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" 000 1. 2'-0" I_ 3'-0" 1 �Y 4 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" WALL MOUNT WALL MOUNT CROWN MOULDING � MIRROR nnnn rl_ -1� F " MIRROR - - OT.JJCA�j 11 OPt. UPO�RS � CD NOTE: WHITE CULT. � -1L nn NOTE: MARBLE C'TOP. 2'-6" 2'-6" IT C L - WHITE CULT. 21_0II— M BLE C' o MARBLE C'TOP. ,�- �� LTUB ti ti 0 0 El— ol (v CV 2'-6" ol 6 BATH ELEV. 11 SCALE: 1/4"=1'-0" 2'-6" 2'-0" 2'-6" 7'-0" 7 O. BATH ELEV. 11 SCALE: 3/8"=1'-0" �I WASH. DRYER co SPACE SPACE 1`\�-OPT. 2" SUPPORT 2'-3" w/ RAISED TOP (:U LNDRY. ELEV. 11 SCALE: 3/8"=1'-0" RAISED C'TOP w/ FRONT LOAD W&D a n-? oz CROWN MLDG a ID iea- w Q �u 9� 1-u.4 ol 2'-3" 2'-9" }au�� mew$ 0 0 Q � SINK D.W. SPACE 0 o o to N >. EO N N �L O.L N N +O L m 1'-9" 3'-0" 2'-0" 1'-6" O)O 0 E"d 02>`U -70 9'-6" ol J N � � C •- U0a 0)EN�; � (n 3:. _ — c —"O O -O 7 OD N O N 2 •� E E (A N 2 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" 1'-3" 2'-6" 1'-3" 3 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" 000 1. 2'-0" I_ 3'-0" 1 �Y 4 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" WALL MOUNT WALL MOUNT CROWN MOULDING � MIRROR nnnn rl_ -1� F " MIRROR - - OT.JJCA�j 11 OPt. UPO�RS � CD NOTE: WHITE CULT. � -1L nn NOTE: MARBLE C'TOP. 2'-6" 2'-6" IT C L - WHITE CULT. 21_0II— M BLE C' o MARBLE C'TOP. ,�- �� LTUB ti ti 0 0 El— ol (v CV 2'-6" ol 6 BATH ELEV. 11 SCALE: 1/4"=1'-0" 2'-6" 2'-0" 2'-6" 7'-0" 7 O. BATH ELEV. 11 SCALE: 3/8"=1'-0" �I WASH. DRYER co SPACE SPACE 1`\�-OPT. 2" SUPPORT 2'-3" w/ RAISED TOP (:U LNDRY. ELEV. 11 SCALE: 3/8"=1'-0" RAISED C'TOP w/ FRONT LOAD W&D a n-? oz a ID iea- w Q �u 9� 1-u.4 ILVU-�a }au�� mew$ �uQ�Q � o to N >. EO N N �L O.L N N +O L m N O— N L N O)O 0 E"d 02>`U w}o(D 3 -0 0.--o c O > c: QELU Np�� J N � � C •- U0a 0)EN�; � (n 3:. _ — c —"O O -O 7 OD N O N 2 •� E E (A N OQ 0 L N O" O � 0.0 � N m— E Q O U) O O N wc:CO�`�0E N N a D 0 N L L O0v, Us 00 -0�._ U 2: °— O j N� C N 6 U JOO�cO'O _c -6 U=N 3 ONS � N O c,'.- E N LJ O) U . L Z c 0 o N w 3 aN o ��' n U' a� j U N O �N63O)�QU 0 < sUO>�Qs `- O E 0) CJ) W W � [� C) C) 44 o �_5�C� w PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 8-10-21 APP RFT SHEET 11 11 OF 2 0 0 0 Z LU M W 0 00 a a M Z �i J 0 IL a LU Z Z 0 0 W W W W Z LU a a Z LU X 0 wsb August 17, 2021 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Stony Brook Village Final Plat & Construction Plans — Engineering Review City of Monticello Project No. 2021-014 WSB Project No. R-018305-000 Dear Mr. Leonard: We have reviewed the Stony Brook Village Preliminary Plat and PUD plans dated July 27, 2021 as prepared by Westwood Professional Services, Inc. The applicant proposes to construct 28 twin -home lots with a 7.5 acre subdivision. The plans and engineering documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater management standards. We offer the following comments regarding the engineering and stormwater management standards. Preliminary Plat & General 1. Elm Street right-of-way is shown as a minor collector, it should have a full right-of-way width of 80' or 40' each side of the centerline instead of the 33' show- Complete. 2. Provide an actual street name for the development. Label adjacent street name on the plat/plans. Complete. 3. nn the plat, show and note drainage and utility easements and outlot locations. Complete. 4. At the conclusion of the Final Plat submittal provide copies to the City of all required permits from regulatory agencies (MCES, MPCA, MDH, NPDES, etc.). In -progress, the applicant will be required to provide these to the City prior to construction. Existing Conditions (Sheet 2 — Grading Plan Set) Add a removals plan to the set (could be included with the existing conditions plan). Label existing utilities pipe sizes and material types and include hatching/notes for removals of all existing improvements (structures, curb, hifi,minous, concrete aprons, fences, etc.) proposed to be impacted with the project. Complete. K:\018305-000\Admin\Docs\2021-08-02 Submittal\_2021-08-17 LTR - MEH Stonybrook PUD - WSB Engineering Review.docz Stony Brook Village Final Plat & Construction Plans — Engineering Comments August 17, 2021 Page 2 Grading, Drainage, Erosion Control (Sheet 3 — Grading Plan Set) 6. An NPDES permit is required for land disturbing activity of one acre or more. With final plan provide a SWPPP meeting NPDES requirements. A more detailed review of the erosion/sediment control plans will be conducted with the final plat submittal. In -progress with comments below. 7. Provide additional drainage and utility easement for the storm sewer adjacent to Lots 22 and 23. Easement widths should meet 1:1 slope requirements with the invert of the pipe and have a minimum width of 20' centered on the pipe. Complete. 8. Provide rim/invert elevations for all proposed inlets. Provide pipe grades/slopes and sizing for all pipes. Complete. 9. Provide maintenance agreements for who owns and maintains retaining walls in the future. Retaining walls greater than 4 feet in height shall be designed and certified by a registered professional engineer and shall include a safety railing at the top of the wall. A drainage swale is required behind all retaining walls. Complete, the walls proposed are 4 feet or less in height. 10. Show all storm sewer maintenance access routes for structures outside of the street, add a note saying that "maintenance access shall be a minimum of 12 -feet wide with 10% max side slopes" to the grading plan. Complete. 11. Rear and side -yard drainage swales shall have a minimum 2% grade. Verify all swales meet the minimum 2% grade and provide drainage arrows and grade percentages at each swale location. Complete. 12. Clarify where the area at the southern and southwestern corner of the development drains. Provide flow areas and proposed spot elevations. Complete. 13. Update typo of 77th Street to 7t" Street'. Complete. 14. At the rear of Lots 9 and 10 extend the swale as far to the southwest as possible to minimize the runoff directed to the existing homes in the westerly direction; add spot elevations showing that runoff from the south side is ultimately conveyed to the northerly direction. 15. For the side yard swale between lots 12 through 17, extend the swales directing stormwater to the front of the lot as much as practicable (with 2.0% minimum grade) in order to reduce the runoff directed to the existing homes in the westerly direction. SWPPP Sheets (Sheets 6 — 8 Grading Plan Set) 16. An NPDES permit is required for land disturbing activity of one acre or more. With final plan provide a SWPPP meeting NPDES requirements. In -progress with comments below. 17. Please identify in the SWPPP narrative who will be responsible for the long-term O&M of the permanent stormwater management system. 18. Ensure documentation of trained individuals is provided as part of a SWPPP amendment prior to construction. K:\018305-00MAdmin\Docs\2021-08-02 Submittal\_2021-08-17 LTR - MEH Stonybrook PUD - WSB Engineering Review.docx Stony Brook Village Final Plat & Construction Plans — Engineering Comments August 17, 2021 Page 3 19. What cover and fertilizer will be provided in conjunction with seed mixes listed? Further, what seed, cover, and fertilizer will be used in infiltration basins? Please revise quantities to reference these items as well. 20. The NPDES CSW permit requires a map of soil types be provided in the SWPPP. Please show this, or reference where it can be found in other project documentation. 21. Please make note that a SWPPP amendment will be needed to show locations of potential pollutant generating activities. A note under the "Potential Storm Water Pollutants" section of the SWPPP would be sufficient. 22. Please include the inspection and maintenance of permanent stormwater management BMPs to the list under "Maintenance of Erosion and Sediment Control Devices." 23. Please show culvert protection/inlet protection at FES that will be draining water from infiltration basins (FES -10, FES -20, and FES 300). 24. The line work for "Silt Fence Post Grading" is hard to read around infiltration basins. Recommend making these easier to read/see. 25. Please show erosion control blanket in drainage swales leading to infiltration basins. 26. Please show protection around OCS adjacent to infiltration basins to ensure that sediment does not migrate inside the open grate of the structure (OCS-1 and OCS-2). 27. Please show rapid stabilization (24 hours, 200' back) from FES -300. Erosion control blanket must be provided in this drainage Swale as plans indicate 2% grade. 28. Additional inlet protection should be shown on Elm Street (5 CBs are unprotected on the plans) in the event that tracking occurs, turbid water could enter these adjacent inlets. Utility Plan (Sheet 2 — Street/Utility Plan Set) 29. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. In -progress, the applicant will provide these prior to construction commencing. 30. A note should be added to the plans that the City will not be responsible for any additional costs incurred that is associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction. Complete. 31. Reference that plans should comply with the requirements in the City General Specifications on the Cover Sheet. Complete. 32. A note should be added saying the City specifications require that sanitary sewer and storm sewer require televising. Video files shall be provided to the City for review. Complete. 33. The building department will review the hydrant location/spacing and emergency vehicle access/circulation and provide comments separately from this letter. Hydrant spacing shall be no more than 400 feet. The spacing from the existing hydrant on Elm Street to the nearest new hydrant proposed with the project appears to be more than 400' using K:\018305-00MAdmin\Docs\2021-08-02 Submittal\_2021-08-17 LTR - MEH Stonybrook PUD - WSB Engineering Review.docx Stony Brook Village Final Plat & Construction Plans — Engineering Comments August 17, 2021 Page 4 hose length along the street (not as the crow flies). Shift or add a hydrant so that spacing is 400' or less. 34. Show/note dimension of drainage and utility easements where pipes are present. 35. Provide dimension for 10 -foot separation between the watermain and sanitary sewer. Add a dimension note(s) on the plan view. Complete. 36. Note the material grade of the water and sanitary sewer pipe. Complete. 37. Shift sanitary manhole MH -7 and the hydrant at the end of the cul-de-sac to the east to move the hydrant and valve further away from the Lot 17/18 driveway. Complete. 38. With final plat submittal, provide the following: a. Water, sanitary sewer, storm sewer profiles. b. Include crossings of utilities in profiles. c. Add notes at crossings to the effect of "Maintain 18" Separation, Install 4" Rigid Insulation". d. Provide water and sanitary sewer service locations to each lot along with standard elevation information. e. Label all watermain fittinqs. f. Private utility conduit crossings shall be shown for the joint trench. In progress, this will be coordinated with the City and private utility companies prior to construction commencing. g. If dewatering is anticipated, provide a dewatering plan. In -progress, a plan will be provided to the City prior to construction commencing if needed. 39. Update typo of 77th Street to 7t" Street'. Complete. 40. It appears the proposed trail will impact existing utility pole locations. Add notes to the plan on who is responsible for coordinating and relocating the poles in order to construct the trail as proposed. 41. MH 1 is proposed to be located under the trail. The City would prefer that the casting is not located in the trail. Move the manhole/casting to one side or the other from the trail to provide a minimum 2' clearance. Street & Storm Sewer Plan (Sheet 3 — Street/Utility Plan Set) 42. A 10' wide pedestrian trail will need to be added along Elm Street. In -progress, note all locations where ped ramps are being proposed. 43. A 6' wide concrete sidewalk will need to be added along one side of the internal development street. Complete. 44. The radius to back of curb of the cul-de-sac (46') does not meet the requirement of City standard detail plate 5010 (50'). Complete. 45. Provide horizontal curve information for all segments of the proposed street. Complete. 46. With final plat/plans provide the following: K:\018305-00MAdmin\Docs\2021-08-02 Submittal\_2021-08-17 LTR - MEH Stonybrook PUD - WSB Engineering Review.docx Stony Brook Village Final Plat & Construction Plans — Engineering Comments August 17, 2021 Page 5 a. Subgrade draintile will not be required unless clayey or those with high silt content are encountered. The applicant's geotechnical engineer shall be responsible for reviewing and providing a final recommendation. Complete, acknowledged by applicant. b. Draintile (Rigid PVC) will be required in locations where sump pumps are proposed to be connected. Include tracer wire and cleanouts every 200 feet. See City detail plate No. 4011 and Appendix D of the City's general specifications. Complete, applicant stated the proposed units will be slab on -grade and no sump pumps will be required. C. Dl 1U.. ...—h—,...UJLCI iucations on the plans. Complete. d. Provide a street lighting plan. Show streetlights on and street plans. Complete. 47. The low point shown in the vertical profile for the street does not seem to match the elevations indicated on the plan along the radii at Elm Street. The elevations seem to indicate a low point at the CB's while the vertical profile does not. This is a critical collection point for stormwater and the profile will need to be revised to show this low point correctly. 48. Show the storm sewer schedule, add the build depth of each structure. Catch basin manholes are not allowed to be deeper than 6 feet plus the sump. The minimum catch basin depth is 4 feet per the City's Design Manual. IN -progress, add build depth to the table. 49. inections to existing storm sewer structures and storm sewer pipe stubs. Complete. Civil Details (Sheet 6 and 7 — Street/Utility Plan Set) 50. Include all applicable water, sanitary sewer, and storm sewer City standard detail plates. Complete. 51. Provide typical section/detail for stormwater improvements and control structures. Complete. 52. Include updated typical street section detail. City staff will provide. Confirm the proposed street section. The City detail and the separate typical section do not show a thickness for select granular borrow. If select granular is not determined to be necessary with the applicant's geotechnical evaluation, confirm the class 5 aggregate should still only be 6 inches in thickness. Update the typical section for both material thicknesses in both locations. 53. There are repeating details in both the Utility and Grading plan sets. Either remove repeating details or confirm both sets are being updated with any changes made to the plans. Preliminary Landscape Plans (Sheet 8 — 9 Street/Utility Plan Set) 54. Update typo of '77th Street to 7th Street'. Complete. K:\018305-00MAdmin\Docs\2021-08-02 Submittal\_2021-08-17 LTR - MEH Stonybrook PUD - WSB Engineering Review.docx Stony Brook Village Final Plat & Construction Plans - Engineering Comments August 17, 2021 Page 6 55. WSB did not provide a formal review of the landscaping plan; see comments from City Staff. Traffic & Access 56. Based on the proposed site plan and number of homes proposed (28 townhomes), the development will not generate enough trips to require turn lanes on Elm Street. The driveway is spaced far enough from 7t" Street so as not to impact traffic operations at either location. Complete, acknowledged by applicant. 57. A sight line analysis should be completed for the development access that includes consideration for proposed landscaping and other visual impacts. Dimensions were provided on the landscaping plan, but do not meet the distances required for the posted speed limit on Elm Street; update using the MnDOT standard guidance. Stormwater Management 58. Rate Control - Based on information provided rate control is being met. Complete. fixistine Peak D-.-haree Rates Offsite Icfsl Storm H R - Existing Total Offsite Event 1H -Existing North Drainage 2X- Existing East Drainage 3X- Existing West Drainage Drainage 2 -Yr 0.00 0.00 0.00 0.00 10 -Yr 0.14 0.20 0.01 0.34 100 Yr 2.28 3.32 0.46 5.70 Proposed Peak Dischame Rates Offsite Icfs1 _ Storm 15 Proposed North 2R -Combined Pond 3$ -Proposed West PR- Proposed Total Offisite Event Drainage - Offiste Discharge tostorm sewer Drainage - Offsite Drainage I 2 -Yr 0.00 0.00 0.00 0.00 10 -yr 0.01 0.21) 0.01 0.21 1 100 -yr 1 0.26 1.61 1 0.39 1 1.78 1 59. Volume Control - Based on the stormwater summary volume control is being met. Complete. Infiltration Volumes (0) Treatment Volume Treatment Volume Basin 5ubcatchment Required Provided 1P 2.1S 4916 8133 2P 2.25 5857 10704- N A 0704NA 1s,3s 0 0 TOTAL 10772 18837 60. Water Quality - Provide calculations on the sizing of the pre-treatment areas and treated volumes in the stormwater narrative report similar to the tables abov Complete. 61. Show EOF as being stabilized or reinforced to handle flov� Complete. 62. Provide maintenance access to infiltration basins. If access is planned off of Elm Street show locations as to not interfere with pipes and EOF , Complete. Stormwater Modeling K:\018305-000\Admin\Docs\2021-08-02 Submittal\_2021-08-17 LTR - MEH Stonybmok PUD - WSB Engineering Review.docx Stony Brook Village Final Plat & Construction Plans — Engineering Comments August 17, 2021 Page 7 63. Drainage Maps and sub catchment areas do not match. Verify all drainage areas and sub catchments. Explain any difference in numbers and why drainage cannot be routed to infiltration basins if necessary. Complete. 64. Provide HydroCAD model in future submittals so verification of modeling information can be confirmed. Complete. Provide pipe sizing calculations to verify they are designed for the 10 -yr rain fall event. Complete. Wetlands The applicant has indicated there are no wetlands within the site. No wetland permitting is needed. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. Please have the applicant provide a written response addressing the comments above. Feel free to contact me a call at 763-287-8532 if you have any questions or comments regarding this letter. Sincerely, WSB L James L. Stremel, PE Senior Project Manager K:\018305-00MAdmin\Docs\2021-08-02 Submittal\_2021-08-17 LTR - MEH Stonybrook PUD - WSB Engineering Review.docx DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) STONY BROOK VILLAGE (PC#2021-014) THIS DEVELOPMENT CONTACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Contract") dated , 2021, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and MARK ELLIOT HOMES LLC, a Minnesota limited liability company (the "Developer"). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for SwNYBRoox VILLAGE (referred to in this agreement as the "plat" and the "Development") consisting of 7.5 acres. The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). The Developer is developing the Property into 28 one-story slab -on -grade residential twin home lots under the R-2 zoning standards. 1 216525v1 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 365 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. The City hereby grants approval to the Planned Unit Development ("PUD") provided the Development is consistent with the conditions of this Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution 2021-051, City Resolution 2021-052, City Resolution 2021-0 , and City Resolution 2021-OXX adopted by the City Council on 2021, and subject to the conditions of Exhibit Z in the staff report of the Planning Commission Agenda dated July 6, 2021 and Exhibit Z of the staff report of the City Council Agenda dated August 23rd, 2021. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat has been submitted to the Wright County Recorder's Office/Registrar of Title's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. phase. 4. PHASED DEVELOPMENT. A. The Development is not a phased development. All lots will be constructed in a single B. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and 2 216525v1 blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. Intentionally deleted. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan and official controls. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R-2 District in effect at the time the final plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Development Contract and Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations (3) R-2 Zoning District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans 3 216525v1 may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan C - Sanitary Sewer and Watermain Plan Plan D — Civil Details Plan Plan E — Street and Storm Sewer Plan Plan F — Stormwater Management Plan Plan G — Utility Plan Plan H - Street Lighting Plan Plan I - Landscape and Tree Preservation Plans Plan J Building Plans, fagade elevations and typical architectural design plans Plan K — Sidewalk and Trail Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Ponding, and Erosion Control H. Underground Utilities 4 216525v1 I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls M. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mail boxes installed and the location of all mail boxes. Initial costs of the mail boxes and their installation are the responsibility of the developer. All residential developments (other than standard single family homes) must install locking cluster mail boxes. The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes § 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 216525v1 11. DESIGN STANDARDS. The applicable Planned Unit Development Zoning District Regulations are equal to those set forth in the PUD Resolution, and the R-2 Zoning District Regulations. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, of the year following the year of recording of the final plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Paving of the public streets shall be in conformance with the most current City of Monticello General Specifications and Standard Detail Plans. 6 216525v1 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 7 216525v1 17. GRADING PLAN AND CERTIFICATION. The plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible parry and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will 216525v1 endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this paragraph. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 20. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration relating to processing of the Plat, PUD and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $8,755.07 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City planning -related expenses associated with the Plat and PUD development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $8,755.07 escrow, which is separate and in addition to any other escrow funds for 9 2165z5vi this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat and PUD development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $8,755.07 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. D. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 21. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project 10 216525v1 scheduling. Developer will provide a $17,510.14 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $13,132.61 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 11 216525v1 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA TRUNK AREA CHARGE. The Development is subject to a storm sewer area charge of $29,150.44. The area charge is based on the net area of the final plat less any area credit for pond area, and is calculated as follows: 6.83 acres — 0 credit x $4,268.00 (Base Fee/Net Acre) _ $29,150.44 No Stormwater Alternate Ponding Trunk Area Charge is applicable. The total storm sewer area charge for the Development of $29,150.44 shall be assessed against the property if not paid by the Developer in cash at the time of final plat approval at developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 24. SANITARY SEWER TRUNK AREA CHARGE. The Development is subject to a sanitary sewer area charge of $44,632.00. The area charge is based on a per unit basis of the final plat and is calculated as follows: 28 units x $1,594.00 per unit = $44,632.00 12 216525v1 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval at developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 25. WATER MAIN AREA TRUNK CHARGE. The Development is subject to a water main area charge of $33,096.00. The area charge is based on a per unit basis of the final plat and is calculated as follows: 28 units x $1,182.00 per unit = $33,096.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval at developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 26. PARK DEDICATION. Developer shall pay a cash payment in lieu of land according to the City's schedule. The developer shall pay $44,000.00 in satisfaction at the time of platting in satisfaction of park dedication requirements. The Developer shall be assessed or shall pay the park dedication in cash at the time of final plat approval at developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 27. LANDSCAPING. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and the City approved Landscape Plan. 28. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: 13 216525vi A. Implementation of the recommendations listed in the City Engineer's Report dated June 24, 2021, and August 17th, 2021 by James L. Stremel, PE, of WSB. B. Implementation of the recommendations of Resolution Nos. PC 2021-021, PC 2021-022, and PC 2021-023. C. Implementation of the recommendations listed in the Planning Commission Agenda dated July 6, 2021, including the City Staff recommendation listed in Exhibit Z. D. Developer shall install pedestrian circulation improvements including, but not limited to, a sidewalk along the internal street and a pathway along Elm Street, as reviewed and approved by the City. E. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $8,400.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 28 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. F. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. 14 216525v1 E. The contractor shall install conduit, fiber, and other facilities for the city owned fiber network in the joint trench per city standards. The city will provide plans and details for the installation and the contractor shall submit to the city a cost estimate for approval prior to construction. Upon approval and completion, the city will reimburse the contractor for the cost of the installation of the fiber network. 29. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ("security") for $557,691.88.00, plus a cash fee of $56,907.96 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer $ 93,592.50 Watermain $ 88,074.00 Storm Sewer/Draintile/Infiltration Basin $ 73,907.00 Internal Streets $ 175,735.00 Mailboxes, Street Lights, Street Signs $ 6,445.00 Retaining Walls $ NA CONSTRUCTION SUB -TOTAL (ESTIMATED) $437,753.50 Lot Corners/Iron Monuments $ 8,400.00 TOTAL COSTS $446,153.50 TOTAL SECURITIES: Total Costs X 125% $557,691.88 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The security shall be for a term ending when 15 216525v1 maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The City standard specifications for utilities and street construction outline procedures for security reductions. See attached Exhibit `B". B. To guarantee compliance with the terms of this agreement, the Developer shall furnish the City with another letter of credit, in the form attached hereto, from a bank ("security") for $67,500.00 for grading, and landscaping, including specimen tree mitigation. The amount of the security was calculated as follows: Grading $ 20,490.00 Landscaping $ 308,705.00 ($246,964.00 x 125%) TOTAL $ 329,196.00 30. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final plat approval: 16 216525vi Legal (2%) $ 8,755.07* Planning (2%) $ 8,755.07* Engineering and Inspection (7%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) $ 13,132.61 Streets and Utilities Review & Inspection (4%) $ 17,510.14* City Administrative Escrow (2%) $ 8,755.07* Total Cash Requirements $ 56,907.96 * Fees reconciled to actual expenses at close of project. 31. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for public improvements and underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 32. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and 17 216525v1 inspecting development of the plat. The Developer shall deposit with the City the amount set forth in Section 28 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, plus interest at 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final plat approval by the City of Monticello or the date of this contract, whichever is later. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City 18 216525v1 may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 33. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty- eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 34. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. 19 216525v1 B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City 20 216525v1 harmless for any breach of the foregoing covenants. In the event this Contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. 21 216525v1 K. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 35. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mark Elliot Homes LLC, 17769 Kenwood Trail, Lakeville, Minnesota 55044. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. Remainder of page intentionally left blank. Signatures on the following pages. 22 216525v1 CITY OF MONTICELLO (SEAL) n STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2021, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 23 216525v1 DEVELOPER: MARK ELLIOT HOMES LLC Un STATE OF MINNESOTA ) ( ss. COUNTY OF 1 Mark Pasvogel, Jr., Its Manager The foregoing instrument was acknowledged before me this day of 2021, by Mark Pasvogel, Jr., the Manager of Mark Elliot Homes LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 24 216525v1 EXHIBIT "A" Legal description Insert legal description 216525v1 [PIN 155-500-101402] 25 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, which mortgage is dated and recorded with the Wright County Recorder/Registrar of Titles as document number agrees that the Development Contract and Planned Unit Development Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2021. Its STATE OF ) ss. COUNTY OF 1 The foregoing instrument was acknowledged before me this day of 2021, by a DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ the of Notary Public on behalf of the [print name] [title] 26 216525vl FEE OWNER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT , a , fee owner of all or part of the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this day of 12021. Its STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2021, by , the a Minnesota Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ [print name] [title] day of , of on behalf of the entity. 27 216525vl IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 21 of (Name of Bank) " b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at Address of Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. mm Its 28 216525v1 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: () Claims Made () Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES 29 216525v1 Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence Combined Single Limit Policy Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at W7i BY: Authorized Insurance Representative 30 216525v1 SUMMARY OF EXPENSES/FINANCE PLAN Phase 1 of 1 v4, 8/17/21 Total Acres in Development Total Acres in Phase Total Units in Development Total Units in Phase 7.5 gross 6.83 net 7.6 gross 6.83 net 0 Single Family 28 Townhome 0 Mutli-Family 0 Single Family 28 Townhome 0 Multi -Family The storm sewer trunk fee is charged by the net acre which is defined as developable property minus pond acreage (at high water level) and wetlands at the delineation line, rounded to the nearest tenth (1/10th) of an acre." Trunk Area Charges & Park Dedication Acreage Acres or Credits Net Charge Units Escrows based on public improvement costs Assessment !�� Park & Pathway Dedication $8,755.07 $2,000 minimum; Actual; cost reconciled at project completion Legal 2.00% $8,755.07 $44,000.00 PA Value of $400,000; PARC recommends cash -in -lieu Park Dedication Provided Park Dedication Required (11%) $8,755.07 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection Total Park Dedication Required $2,000 minimum; Actual; cost reconciled at project completion Grading, Restoration & 3.00% Special Assessments $13,132.61 $2,000 minimum; Actual; cost reconciled at project completion Erosion & Sediment Control Inspection Existing Special Assessments Streets and Utilities Review & Inspection 4.00% Lift Station $17,510.14 $2,000 minimum; Actual; cost reconciled at project completion NA Paid if applicable Little Mountain Booster Station $56,907.96 NA Paid if applicable Street Reconstruction NA Paid if applicable Sanitary Sewer (unit) $1,594 28 $44,632.00 Paid at prevailing rate at time of platting Watermain (unit) $1,182 28 $33,096.00 Paid at prevailing rate at time of platting Storm Sewer Base (net acres) $4,268 6.83 $29,150.44 Paid at prevailing rate at time of platting Storm Sewer Alternate $4,374 NA Pay at final plat or assessed by lot Total amount to Assess $150,878.44 $5,388.00 Per Lot Assessment based on (#) units 1 28 City Review & Inspection Escrows Escrows based on public improvement costs City Escrow ( General overhead and Admin) 2.00% $8,755.07 $2,000 minimum; Actual; cost reconciled at project completion Legal 2.00% $8,755.07 $2,000 minimum; Actual; cost reconciled at project completion Planning 2.00% $8,755.07 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection $2,000 minimum; Actual; cost reconciled at project completion Grading, Restoration & 3.00% $13,132.61 $2,000 minimum; Actual; cost reconciled at project completion Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $17,510.14 $2,000 minimum; Actual; cost reconciled at project completion Total City Fees $56,907.96 Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) I I I I Notes Sanitary Sewer Watermain Storm Sewer Roads, Driveways and Sidewalks/Trails Lighting, Street Signage, Mailboxes Construction total (for purpose of Lot Corners/Iron Monuments other $300 Total Construction Cost for the purpose of calculating LOC 25%) $73,907 $175,735 $437, 1 $446,153.501 Maximum allowable reduction prior to acceptance and bond 90.00% 1 NA Estimated site grading cost for calculation of LOC $244,313.50 Monticello Patrol Hour Summary Hours Purchased Per Contract: 1 19,032.00 Starting Hours (beginning of month): 7,801.75 M -T -D (detailed below): 1,707.75 Balance going forward (to next month): 6,094.00 Y -T -D: 1 12,938.00 Shift Start Shift Stop Date Shift Start Time Shift Stop Date Time Schedule Position Time Type Regular Hours 1 -Aug -21 6:00 1 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 1 -Aug -21 10:00 1 -Aug -21 20:00 Monticello (52) 3221 Regular 10.00 1 -Aug -21 14:00 2 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 1 -Aug -21 20:00 2 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 1 -Aug -21 20:00 2 -Aug -21 6:00 Monticello (52) 3240 Regular 10.00 2 -Aug -21 6:00 2 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 2 -Aug -21 6:00 2 -Aug -21 6:45 Monticello (52) 3240 Gen OT 0.75 2 -Aug -21 10:00 2 -Aug -21 20:00 Monticello (52) 3211 Regular 10.00 2 -Aug -21 12:00 2 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 2 -Aug -21 20:00 3 -Aug -21 6:00 Monticello (52) 3240 Regular 10.00 2 -Aug -21 20:00 3 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 3 -Aug -21 6:00 3 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 3 -Aug -21 8:00 3 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 3 -Aug -21 12:00 3 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 3 -Aug -21 18:00 4 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 3 -Aug -21 20:00 4 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 4 -Aug -21 6:00 4 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 4 -Aug -21 12:00 4 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 4 -Aug -21 16:00 4 -Aug -21 18:00 Monticello (52) 3230 Regular 2.00 4 -Aug -21 18:00 5 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 4 -Aug -21 20:00 5 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 5 -Aug -21 6:00 5 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 5 -Aug -21 8:00 5 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 5 -Aug -21 12:00 5 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 5 -Aug -21 14:00 6 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 5 -Aug -21 18:00 6 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 5 -Aug -21 20:00 6 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 6 -Aug -21 6:00 6 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 6 -Aug -21 8:00 6 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 6 -Aug -21 12:00 6 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 6 -Aug -21 14:00 7 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 6 -Aug -21 18:00 7 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 6 -Aug -21 20:00 7 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 7 -Aug -21 6:00 7 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 7 -Aug -21 8:00 7 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 7 -Aug -21 12:00 7 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 7 -Aug -21 14:00 8 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 7 -Aug -21 18:00 8 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 7 -Aug -21 20:00 8 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 8 -Aug -21 6:00 8 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 8 -Aug -21 8:00 8 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 8 -Aug -21 12:00 8 -Aug -21 18:00 Monticello (52) 3221 Regular 6.00 8 -Aug -21 14:00 9 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 8 -Aug -21 18:00 9 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 8 -Aug -21 20:00 9 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 9 -Aug -21 6:00 9 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 9 -Aug -21 10:00 9 -Aug -21 20:00 Monticello (52) 3211 Regular 10.00 9 -Aug -21 12:00 9 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 9 -Aug -21 14:00 10 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 9 -Aug -21 18:00 10 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 9 -Aug -21 20:00 10 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 10 -Aug -21 6:00 10 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 10 -Aug -21 8:00 10 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 10 -Aug -21 12:00 10 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 10 -Aug -21 18:00 11 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 10 -Aug -21 20:00 11 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 11 -Aug -21 6:00 11 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 11 -Aug -21 8:00 11 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 11 -Aug -21 12:00 11 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 11 -Aug -21 18:00 12 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 11 -Aug -21 20:00 12 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 12 -Aug -21 6:00 12 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 12 -Aug -21 8:00 12 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 12 -Aug -21 12:00 12 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 12 -Aug -21 18:00 13 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 12 -Aug -21 20:00 13 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 13 -Aug -21 6:00 13 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 13 -Aug -21 8:00 13 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 13 -Aug -21 12:00 13 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 13 -Aug -21 14:00 14 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 13 -Aug -21 18:00 14 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 13 -Aug -21 20:00 14 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 14 -Aug -21 6:00 14 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 14 -Aug -21 8:00 14 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 14 -Aug -21 12:00 14 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 14 -Aug -21 14:00 15 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 14 -Aug -21 18:00 15 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 14 -Aug -21 20:00 15 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 15 -Aug -21 6:00 15 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 15 -Aug -21 8:00 15 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 15 -Aug -21 12:00 15 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 15 -Aug -21 14:00 16 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 15 -Aug -21 18:00 16 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 15 -Aug -21 20:00 16 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 16 -Aug -21 6:00 16 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 16 -Aug -21 8:00 16 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 16 -Aug -21 12:00 16 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 16 -Aug -21 14:00 17 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 16 -Aug -21 18:00 17 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 16 -Aug -21 20:00 17 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 17 -Aug -21 6:00 17 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 17 -Aug -21 10:00 17 -Aug -21 20:00 Monticello (52) 3211 Regular 10.00 17 -Aug -21 12:00 17 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 17 -Aug -21 14:00 18 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 17 -Aug -21 18:00 18 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 17 -Aug -21 20:00 18 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 18 -Aug -21 6:00 18 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 18 -Aug -21 8:00 18 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 18 -Aug -21 12:00 18 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 18 -Aug -21 18:00 19 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 18 -Aug -21 20:00 19 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 19 -Aug -21 6:00 19 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 19 -Aug -21 8:00 19 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 19 -Aug -21 12:00 19 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 19 -Aug -21 18:00 20 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 19 -Aug -21 20:00 20 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 20 -Aug -21 6:00 20 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 20 -Aug -21 8:00 20 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 20 -Aug -21 12:00 20 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 20 -Aug -21 18:00 21 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 20 -Aug -21 20:00 21 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 21 -Aug -21 6:00 21 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 21 -Aug -21 8:00 21 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 21 -Aug -21 12:00 21 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 21 -Aug -21 14:00 22 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 21 -Aug -21 18:00 22 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 21 -Aug -21 20:00 22 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 22 -Aug -21 6:00 22 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 22 -Aug -21 8:00 22 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 22 -Aug -21 12:00 22 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 22 -Aug -21 14:00 23 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 22 -Aug -21 18:00 23 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 22 -Aug -21 20:00 23 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 23 -Aug -21 6:00 23 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 23 -Aug -21 8:00 23 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 23 -Aug -21 12:00 23 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 23 -Aug -21 14:00 24 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 23 -Aug -21 18:00 24 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 23 -Aug -21 20:00 24 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 24 -Aug -21 6:00 24 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 24 -Aug -21 8:00 24 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 24 -Aug -21 12:00 24 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 24 -Aug -21 14:00 25 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 24 -Aug -21 18:00 25 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 24 -Aug -21 20:00 25 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 25 -Aug -21 6:00 25 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 25 -Aug -21 10:00 25 -Aug -21 20:00 Monticello (52) 3211 Regular 10.00 25 -Aug -21 12:00 25 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 25 -Aug -21 14:00 26 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 25 -Aug -21 18:00 26 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 25 -Aug -21 20:00 26 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 26 -Aug -21 6:00 26 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 26 -Aug -21 8:00 26 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 26 -Aug -21 12:00 26 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 26 -Aug -21 18:00 27 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 26 -Aug -21 20:00 27 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 27 -Aug -21 6:00 27 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 27 -Aug -21 8:00 27 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 27 -Aug -21 12:00 27 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 27 -Aug -21 18:00 28 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 27 -Aug -21 20:00 28 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 28 -Aug -21 6:00 28 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 28 -Aug -21 8:00 28 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 28 -Aug -21 12:00 28 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 28 -Aug -21 18:00 29 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 28 -Aug -21 20:00 29 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 29 -Aug -21 6:00 29 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 29 -Aug -21 10:00 29 -Aug -21 20:00 Monticello (52) 3211 Regular 10.00 29 -Aug -21 12:00 29 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 29 -Aug -21 18:00 30 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 29 -Aug -21 20:00 30 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 30 -Aug -21 6:00 30 -Aug -21 15:00 Monticello (52) 3210 Regular 9.00 30 -Aug -21 8:00 30 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 30 -Aug -21 12:00 30 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 30 -Aug -21 14:00 31 -Aug -21 0:00 Monticello (52) 3230 Regular 10.00 30 -Aug -21 18:00 31 -Aug -21 4:00 Monticello (52) 3240 Regular 10.00 30 -Aug -21 20:00 31 -Aug -21 6:00 Monticello (52) 3241 Regular 10.00 31 -Aug -21 6:00 31 -Aug -21 16:00 Monticello (52) 3210 Regular 10.00 31 -Aug -21 8:00 31 -Aug -21 18:00 Monticello (52) 3211 Regular 10.00 31 -Aug -21 12:00 31 -Aug -21 22:00 Monticello (52) 3221 Regular 10.00 31 -Aug -21 14:00 31 -Aug -21 16:00 Monticello (52) 3230 Regular 2.00 31 -Aug -21 16:00 31 -Aug -21 18:00 Monticello (52) 3230 Regular 2.00 31 -Aug -21 18:00 31 -Aug -21 20:00 Monticello (52) 3240 Regular 2.00 31-Aug-21 1-Sep-21 0:00 Monticello (52) 3230 Regular 6.00 1-Sep-21 6:00 Monticello (52) 3241 Regular 10.00 1-Sep-21 4:00 Monticello (52) 3240 Regular 8.00 18:00 31-Aug-21 20:00 31-Aug-21 20:00 TOTAL: 1707.75 ,yGNT COGy�. f9r R 5 G4/`r Monticello Monthly Report 2021 Wright County Sheriff's Office Sheriff Sean Deringer 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 QPpF ESSIONA�rS Printed on Sentember 1. 2021 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 911 Abandoned Total: 2 08/10/21 09:26 911 Abandoned 2021068150 911 08/14/21 13:44 911 Abandoned 2021069620 911 911 Abandoned; Domestic Disturbance Total: 1 08/21/21 09:43 911 Abandoned; 2021071754 Domestic Disturbance WP21022566 911 911 Abandoned; MVA - No Injuries Total: 1 08/08/21 12:44 911 Abandoned; MVA - 2021067577 911 911 Hang-up Total: 30 08/01/21 16:08 911 Hang-up 2021065189 911 08/02/21 12:44 911 Hang-up 2021065433 911 08/02/21 18:18 911 Hang-up 2021065537 911 08/02/21 18:20 911 Hang-up 2021065539 911 08/03/21 15:28 911 Hang-up 2021065760 911 08/03/21 16:14 911 Hang-up 2021065824 911 08/05/21 07:00 911 Hang-up 2021066363 911 08/05/21 13:15 911 Hang-up 2021066493 911 08/08/21 18:55 911 Hang-up 2021067670 911 08/09/21 17:19 911 Hang-up 2021067938 911 08/10/21 09:32 911 Hang-up 2021068152 911 08/10/21 16:09 911 Hang-up 2021068291 911 08/11/21 13:09 911 Hang-up 2021068578 911 08/16/21 00:13 911 Hang-up 2021070098 911 08/16/21 10:47 911 Hang-up 2021070169 911 08/16/21 15:41 911 Hang-up 2021070266 911 08/16/21 16:15 911 Hang-up 2021070287 911 08/17/21 19:10 911 Hang-up 2021070669 911 08/18/21 18:59 911 Hang-up 2021070969 911 08/19/21 20:16 911 Hang-up 2021071307 911 08/24/21 10:21 911 Hang-up 2021072655 911 08/24/21 16:47 911 Hang-up 2021072778 911 08/25/21 07:54 911 Hang-up 2021072942 911 08/25/21 09:00 911 Hang-up 2021072963 911 08/25/21 17:15 911 Hang-up 2021073119 911 08/26/21 18:13 911 Hang-up 2021073467 911 08/26/21 18:36 911 Hang-up 2021073472 911 08/26/21 21:23 911 Hang-up 2021073508 911 08/29/21 13:17 911 Hang-up 2021074322 911 08/30/21 15:46 911 Hang-up 2021074677 911 Page 1 of 31 Incident Start Date/Time Initial Call CFS # 911 Open Line Total: 67 08/01/21 15:57 911 Open Line 2021065186 08/01/21 18:27 911 Open Line 2021065228 08/02/21 06:25 911 Open Line 2021065330 08/02/21 10:23 911 Open Line 2021065392 08/02/21 13:52 911 Open Line 2021065456 08/02/21 21:56 911 Open Line 2021065584 08/04/21 14:50 911 Open Line 2021066149 08/05/21 03:50 911 Open Line 2021066339 08/06/21 10:35 911 Open Line 2021066887 08/06/21 15:21 911 Open Line 2021066971 08/07/21 23:41 911 Open Line 2021067476 08/08/21 10:11 911 Open Line 2021067540 08/08/21 11:10 911 Open Line 2021067550 08/08/21 13:07 911 Open Line 2021067586 08/08/21 19:43 911 Open Line 2021067687 08/09/21 01:34 911 Open Line 2021067752 08/09/21 18:02 911 Open Line 2021067964 08/10/21 07:21 911 Open Line 2021068126 08/10/21 09:44 911 Open Line 2021068157 08/10/21 16:50 911 Open Line 2021068307 08/11/21 12:28 911 Open Line 2021068563 08/11/21 22:02 911 Open Line 2021068790 08/12/21 06:21 911 Open Line 2021068856 08/12/21 17:38 911 Open Line 2021069053 08/12/21 17:41 911 Open Line 2021069055 08/14/21 15:12 911 Open Line 2021069653 08/15/21 12:59 911 Open Line 2021069903 08/15/21 16:27 911 Open Line 2021069976 08/15/21 17:10 911 Open Line 2021069991 08/16/21 13:03 911 Open Line 2021070213 08/16/21 15:34 911 Open Line 2021070260 08/16/21 21:47 911 Open Line 2021070393 08/17/21 13:39 911 Open Line 2021070557 08/19/21 18:08 911 Open Line 2021071257 08/20/21 17:58 911 Open Line 2021071594 08/20/21 18:28 911 Open Line 2021071604 08/20/21 18:54 911 Open Line 2021071615 08/20/21 21:31 911 Open Line 2021071662 08/21/21 20:38 911 Open Line 2021071945 08/22/21 00:22 911 Open Line 2021072022 08/22/21 06:51 911 Open Line 2021072058 08/22/21 08:05 911 Open Line 2021072062 08/22/21 08:08 911 Open Line 2021072063 08/22/21 14:23 911 Open Line 2021072139 08/23/21 14:39 911 Open Line 2021072401 Final Incident Case Number How Reported 911 911 911 911 911 911 911 911 911 911 Intoxicated Person WP21021218 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 Page 2 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/23/21 20:41 911 Open Line 2021072535 911 08/24/21 05:30 911 Open Line 2021072599 911 08/24/21 13:39 911 Open Line 2021072698 911 08/25/21 08:12 911 Open Line 2021072946 911 08/25/21 11:52 911 Open Line 2021073011 911 08/25/21 13:38 911 Open Line 2021073049 911 08/26/21 17:19 911 Open Line 2021073445 911 08/26/21 17:23 911 Open Line 2021073447 911 08/27/21 05:50 911 Open Line 2021073564 911 08/27/21 12:12 911 Open Line 2021073644 911 08/27/21 16:46 911 Open Line 2021073742 911 08/27/21 16:54 911 Open Line 2021073746 911 08/28/21 12:38 911 Open Line 2021073994 911 08/28/21 13:35 911 Open Line 2021074011 911 08/28/21 14:06 911 Open Line 2021074019 911 08/28/21 16:22 911 Open Line 2021074049 911 08/29/21 09:59 911 Open Line 2021074263 911 08/29/21 14:19 911 Open Line 2021074340 911 08/29/21 14:42 911 Open Line 2021074351 911 08/29/21 18:59 911 Open Line 2021074416 911 08/30/21 12:40 911 Open Line 2021074626 911 08/31/21 20:53 911 Open Line 2021075127 911 911 Open Line; Medical - Fall Under 6 Feet Total: 1 08/22/21 18:43 911 Open Line; Medical 2021072204 911 911 Open Line; MVA - No Injuries Total: 2 08/29/21 11:18 911 Open Line; MVA - 2021074283 MVA - No Injuries WP21023341 911 08/29/21 11:19 911 Open Line; MVA - 2021074284 911 Abandoned Vehicle Total: 4 08/08/21 12:06 Abandoned Vehicle 2021067563 Abandoned Vehicle WP21021247 Phone 08/21/21 11:28 Abandoned Vehicle 2021071774 Abandoned Vehicle WP21022570 Phone 08/24/21 17:12 Abandoned Vehicle 2021072789 Abandoned Vehicle WP21022895 Phone 08/30/21 07:58 Abandoned Vehicle 2021074552 Abandoned Vehicle WP21023424 Phone Abuse Total: 2 Agency Assist WP21021851 Phone 08/14/21 09:34 Agency Assist 2021069535 08/11/21 16:18 Abuse Phone 2021068658 Abuse 2021070626 WP21021608 Phone 08/29/2118:29 Phone Abuse 2021074409 Abuse WP21023379 Phone Agency Assist Total: 15 08/02/21 18:48 Agency Assist 2021065546 Agency Assist WP21020744 Phone 08/05/21 16:37 Agency Assist 2021066673 Agency Assist WP21020996 Phone 08/06/21 23:42 Agency Assist 2021067164 Agency Assist WP21021133 Officer 08/10/21 11:32 Agency Assist 2021068211 Agency Assist WP21021457 Phone 08/10/21 13:41 Agency Assist 2021068251 Agency Assist WP21021467 Phone 08/14/21 04:36 Agency Assist 2021069510 Agency Assist WP21021851 Phone 08/14/21 09:34 Agency Assist 2021069535 Agency Assist WP21021857 Phone 08/17/21 17:05 Agency Assist 2021070626 Agency Assist WP21022202 Phone Page 3 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/18/21 16:19 Agency Assist 2021070907 Agency Assist WP21022308 Phone 08/22/21 09:24 Agency Assist 2021072075 Agency Assist WP21022655 Phone 08/23/21 16:07 Agency Assist 2021072441 Agency Assist WP21022776 Phone 08/24/21 14:58 Agency Assist 2021072731 Agency Assist WP21022882 Phone 08/26/21 21:14 Agency Assist 2021073505 Agency Assist WP21023109 Phone 08/27/21 16:53 Agency Assist 2021073745 Agency Assist WP21023192 Phone 08/27/21 20:35 Agency Assist 2021073825 Agency Assist WP21023212 Phone Alarm Total: 4 08/06/21 07:42 Alarm 2021066833 911 08/20/21 04:41 Alarm 2021071381 Alarm WP21022454 Phone 08/31/21 03:24 Alarm 2021074827 Phone 08/31/21 13:57 Alarm 2021074969 911 F -I iY 11"iFt rr-MINKa 08/02/21 12:35 Animal 2021065431 Animal WP21020702 911 08/03/2118:06 Animal 2021065875 Animal WP21020817 Phone 08/05/2119:38 Animal 2021066737 Check Welfare WP21020776 Phone 08/10/2118:27 Animal 2021068345 Animal WP21021497 Phone 08/11/2114:51 Animal 2021068619 Animal WP21021592 Phone 08/12/2116:06 Animal 2021069024 Animal WP21021698 Phone 08/14/2122:51 Animal 2021069791 Phone 08/15/21 11:15 Animal 2021069880 Animal WP21021960 911 08/17/21 15:13 Animal 2021070589 Animal WP21022188 911 08/19/21 15:07 Animal 2021071201 Animal WP21022398 911 08/21/2109:34 Animal 2021071752 Animal WP21022564 Phone 08/29/2108:21 Animal 2021074251 Animal WP21023333 Phone 08/30/2119:03 Animal 2021074737 Phone Animal - Barking Dog Total: 2 08/23/21 16:36 Animal - Barking Dog 2021072447 Animal - Barking Dog WP21022780 Phone 08/24/21 17:31 Animal - Barking Dog 2021072797 Animal - Barking Dog WP21022899 Phone Animal - Bites - Attacks Total: 2 08/08/21 15:48 Animal - Bites - Attacks 2021067628 Animal - Bites - Attacks WP21021263 Phone 08/24/21 19:27 Animal - Bites - Attacks 2021072833 Animal - Bites - Attacks WP21022909 Phone Animal - Bites - Attacks; Medical - Bleeding - Lacerations Total: 1 08/26/21 08:58 Animal - Bites - Attacks; 2021073302 Animal - Bites - Attacks WP21023042 Phone Assault Total: 1 08/22/21 14:24 Assault 2021072140 Civil Complaint WP21022684 Phone Check Welfare Total: 31 08/02/21 08:05 Check Welfare 2021065349 Motorist Aid WP21020677 Phone 08/02/21 09:45 Check Welfare 2021065383 Check Welfare WP21020688 Phone 08/03/21 10:17 Check Welfare 2021065668 Check Welfare WP21020776 Phone 08/05/21 06:52 Check Welfare 2021066361 Check Welfare WP21020951 Phone 08/05/21 07:50 Check Welfare 2021066373 Phone Page 4 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/05/21 14:21 Check Welfare 2021066513 Check Welfare WP21020981 Phone 08/05/21 18:25 Check Welfare 2021066716 Check Welfare WP21021010 911 08/06/21 00:30 Check Welfare 2021066802 Check Welfare WP21021029 Phone 08/06/21 23:08 Check Welfare 2021067154 Check Welfare WP21021130 911 08/09/21 22:37 Check Welfare 2021068052 Check Welfare WP21021411 911 08/10/21 20:29 Check Welfare 2021068375 Check Welfare WP21021505 Phone 08/11/21 09:47 Check Welfare 2021068514 Check Welfare WP21021551 Phone 08/12/21 18:25 Check Welfare 2021069064 Check Welfare WP21021711 911 08/15/21 18:26 Check Welfare 2021070005 Check Welfare WP21021994 Phone 08/16/21 06:00 Check Welfare 2021070116 Check Welfare WP21022030 911 08/16/21 12:37 Check Welfare 2021070206 Check Welfare WP21022067 Phone 08/17/21 19:39 Check Welfare 2021070673 Check Welfare WP21022218 911 08/18/21 04:53 Check Welfare 2021070740 Check Welfare WP21022248 911 08/18/21 18:33 Check Welfare 2021070961 Check Welfare WP21022326 Phone 08/20/21 16:41 Check Welfare 2021071555 Check Welfare WP21022502 911 08/20/21 18:02 Check Welfare 2021071599 Check Welfare WP21022512 Phone 08/21/21 13:32 Check Welfare 2021071801 Check Welfare WP21022579 Phone 08/25/21 14:37 Check Welfare 2021073063 Check Welfare WP21022979 Phone 08/27/21 12:16 Check Welfare 2021073645 Check Welfare WP21023155 911 08/27/21 23:27 Check Welfare 2021073870 Check Welfare WP21023227 911 08/28/21 08:14 Check Welfare 2021073923 Check Welfare WP21023242 Phone 08/28/21 16:43 Check Welfare 2021074057 Check Welfare WP21023276 Phone 08/29/21 23:08 Check Welfare 2021074491 Check Welfare WP21023401 Phone 08/30/21 00:09 Check Welfare 2021074499 Check Welfare WP21023405 Phone 08/30/21 19:30 Check Welfare 2021074748 Check Welfare WP21023487 Phone 08/31/21 18:08 Check Welfare 2021075074 Check Welfare WP21023587 911 Citizen Aid Total: 9 08/01/21 18:49 Citizen Aid 2021065235 Citizen Aid WP21020646 Phone 08/13/21 21:27 Citizen Aid 2021069442 Citizen Aid WP21021829 Phone 08/20/21 20:13 Citizen Aid 2021071635 Citizen Aid WP21022526 911 08/22/21 05:48 Citizen Aid 2021072055 Citizen Aid WP21022651 Phone 08/23/21 17:52 Citizen Aid 2021072485 Civil Complaint WP21021152 Phone 08/28/21 08:47 Citizen Aid 2021073929 Citizen Aid WP21023243 Phone 08/28/21 21:36 Citizen Aid 2021074161 Citizen Aid WP21023305 Phone 08/30/21 10:22 Citizen Aid 2021074588 Citizen Aid WP21023439 Phone 08/30/21 19:59 Citizen Aid 2021074759 Citizen Aid WP21023491 Phone Civil Complaint Total: 23 08/04/21 22:42 Civil Complaint 2021066301 Civil Complaint WP21020933 911 08/05/21 17:32 Civil Complaint 2021066695 Civil Complaint WP21021003 Phone 08/06/21 07:51 Civil Complaint 2021066835 Civil Complaint WP21021039 Phone 08/06/21 13:20 Civil Complaint 2021066929 Civil Complaint WP21021063 Phone 08/07/21 11:47 Civil Complaint 2021067239 Civil Complaint WP21021152 911 08/08/21 08:44 Civil Complaint 2021067522 Civil Complaint WP21021236 Phone 08/08/21 15:16 Civil Complaint 2021067621 Civil Complaint WP21021261 Phone 08/08/21 19:12 Civil Complaint 2021067676 Civil Child Custody WP21021279 Phone Page 5 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/10/21 07:38 Civil Complaint 2021068128 Civil Complaint WP21021435 Phone 08/11/21 09:21 Civil Complaint 2021068505 Civil Complaint WP21021549 Phone 08/11/21 10:02 Civil Complaint 2021068516 Civil Complaint WP21021553 Phone 08/11/21 10:18 Civil Complaint 2021068520 Civil Complaint WP21021555 Phone 08/11/21 13:52 Civil Complaint 2021068595 Civil Complaint WP21021582 911 08/11/21 15:31 Civil Complaint 2021068631 Civil Complaint WP21021601 Phone 08/11/21 16:31 Civil Complaint 2021068664 Civil Complaint WP21021611 Phone 08/14/21 08:07 Civil Complaint 2021069522 Civil Complaint WP21021853 Phone 08/14/21 09:05 Civil Complaint 2021069530 911 08/20/21 14:15 Civil Complaint 2021071490 Civil Complaint WP21022480 Phone 08/22/21 14:43 Civil Complaint 2021072145 Civil Complaint WP21022685 911 08/27/21 13:44 Civil Complaint 2021073674 Civil Complaint WP21023162 911 08/29/21 11:53 Civil Complaint 2021074289 Civil Complaint WP21023342 Phone 08/29/21 16:00 Civil Complaint 2021074371 Civil Complaint WP21023367 Phone 08/31/21 21:17 Civil Complaint 2021075139 Civil Complaint WP21023600 Phone Civil Process Total: 40 08/02/21 09:31 Civil Process 2021065376 Officer 08/02/21 09:43 Civil Process 2021065382 Officer 08/02/21 16:46 Civil Process 2021065513 Officer 08/03/21 08:29 Civil Process 2021065645 Officer 08/04/21 16:04 Civil Process 2021066172 Officer 08/04/21 16:20 Civil Process 2021066178 Officer 08/04/21 16:54 Civil Process 2021066189 Officer 08/05/21 15:28 Civil Process 2021066576 Officer 08/05/21 15:37 Civil Process 2021066604 Officer 08/05/21 15:48 Civil Process 2021066621 Officer 08/06/21 09:51 Civil Process 2021066868 Officer 08/06/21 14:20 Civil Process 2021066943 Officer 08/11/21 16:07 Civil Process 2021068651 Officer 08/16/21 15:37 Civil Process 2021070262 Officer 08/17/21 09:39 Civil Process 2021070495 Officer 08/17/21 13:15 Civil Process 2021070546 Officer 08/17/21 15:05 Civil Process 2021070584 Officer 08/18/21 09:42 Civil Process 2021070777 Officer 08/18/21 13:39 Civil Process 2021070836 Officer 08/18/21 13:59 Civil Process 2021070847 Officer 08/18/21 14:08 Civil Process 2021070851 Officer 08/19/21 08:34 Civil Process 2021071076 Officer 08/19/21 10:50 Civil Process 2021071115 Officer 08/19/21 12:38 Civil Process 2021071147 Officer 08/19/21 12:47 Civil Process 2021071148 Civil Process WCVL21022385 08/19/21 13:52 Civil Process 2021071167 08/20/21 07:57 Civil Process 2021071397 08/20/21 08:54 Civil Process 2021071409 Officer 08/20/21 09:51 Civil Process 2021071420 Officer 08/20/21 11:09 Civil Process 2021071437 Officer Page 6 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/23/21 08:44 Civil Process 2021072312 Officer 08/24/21 10:35 Civil Process 2021072660 Phone 08/24/21 11:22 Civil Process 2021072672 Officer 08/25/21 10:21 Civil Process 2021072987 Officer 08/25/21 10:44 Civil Process 2021072996 Phone 08/25/21 11:14 Civil Process 2021073003 Phone 08/26/21 14:28 Civil Process 2021073389 Officer 08/26/21 14:38 Civil Process 2021073392 Officer 08/26/21 15:16 Civil Process 2021073409 Officer 08/30/21 10:21 Civil Process 2021074587 Officer Commercial Fire Alarm Total: 5 08/01/21 12:15 Commercial Fire Alarm 2021065113 Phone 08/02/21 14:52 Commercial Fire Alarm 2021065475 Commercial Fire Alarm WP21020722 Phone 08/15/21 08:21 Commercial Fire Alarm 2021069856 Phone 08/20/21 06:08 Commercial Fire Alarm 2021071386 911 08/21/21 17:47 Commercial Fire Alarm 2021071868 Phone Commercial General Alarm Total: 17 08/03/21 23:11 Commercial General 2021065994 Phone 08/04/21 00:26 Commercial General 2021066006 Phone 08/04/21 03:06 Commercial General 2021066014 Phone 08/04/21 06:20 Commercial General 2021066030 Phone 08/06/21 09:56 Commercial General 2021066870 Phone 08/06/21 22:42 Commercial General 2021067143 Phone 08/07/21 13:03 Commercial General 2021067255 Phone 08/11/21 02:38 Commercial General 2021068451 Phone 08/12/21 02:38 Commercial General 2021068843 Phone 08/21/21 06:17 Commercial General 2021071729 Phone 08/23/21 13:50 Commercial General 2021072384 Phone 08/24/21 06:02 Commercial General 2021072604 Phone 08/24/21 06:44 Commercial General 2021072613 Phone 08/24/21 06:46 Commercial General 2021072614 Phone 08/27/21 05:31 Commercial General 2021073563 Phone 08/29/21 01:43 Commercial General 2021074221 Phone 08/29/21 22:55 Commercial General 2021074487 Phone Compliance Check - Liquor Total: 21 08/05/21 15:15 Compliance Check - 2021066538 Officer 08/05/21 15:16 Compliance Check - 2021066539 Officer 08/05/21 15:17 Compliance Check - 2021066540 Officer 08/05/21 15:17 Compliance Check - 2021066541 Officer 08/05/21 15:18 Compliance Check - 2021066542 Officer 08/05/21 15:18 Compliance Check - 2021066543 Officer 08/05/21 15:18 Compliance Check - 2021066545 Officer 08/05/21 15:19 Compliance Check - 2021066546 Officer 08/05/21 15:19 Compliance Check - 2021066547 Officer 08/05/21 15:19 Compliance Check - 2021066548 Officer Page 7 of 31 Incident Start Date/Time Initial Call CFS # 08/05/21 15:20 Compliance Check - 2021066549 08/05/21 15:20 Compliance Check - 2021066550 08/05/21 15:20 Compliance Check - 2021066551 08/05/21 15:21 Compliance Check - 2021066552 08/05/21 15:25 Compliance Check - 2021066567 08/05/21 15:26 Compliance Check - 2021066568 08/05/21 15:26 Compliance Check - 2021066569 08/05/21 15:26 Compliance Check - 2021066570 08/05/21 15:27 Compliance Check - 2021066571 08/05/21 15:27 Compliance Check - 2021066572 08/05/21 15:27 Compliance Check - 2021066573 Compliance Check - Tobacco Total: 3 08/03/21 16:06 Compliance Check - 2021065813 08/03/21 16:07 Compliance Check - 2021065816 08/03/21 16:07 Compliance Check - 2021065819 Final Incident Case Number How Reported Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Court Order Violation Total: 3 08/06/21 18:03 Court Order Violation 2021067036 Court Order Violation WP21021091 Phone 08/10/21 13:14 Court Order Violation 2021068241 Court Order Violation WP21021465 Phone 08/20/21 16:25 Court Order Violation 2021071547 Court Order Violation WP21022497 Phone Criminal Damage to Property Total: 12 08/09/21 15:39 Criminal Damage to 2021067914 08/14/21 16:32 Criminal Damage to 2021069677 08/14/21 17:00 Criminal Damage to 2021069683 08/14/21 17:40 Criminal Damage to 2021069690 08/17/21 12:34 Criminal Damage to 2021070534 08/18/21 20:12 Criminal Damage to 2021070989 08/23/21 13:57 Criminal Damage to 2021072387 08/23/21 17:13 Criminal Damage to 2021072462 08/24/21 00:54 Criminal Damage to 2021072581 08/25/21 22:52 Criminal Damage to 2021073240 08/26/21 08:53 Criminal Damage to 2021073300 08/27/21 06:59 Criminal Damage to 2021073568 CSC Sex Offense Total: 1 08/28/21 19:32 CSC Sex Offense 2021074120 Disabled Vehicle Total: 2 08/13/21 15:05 Disabled Vehicle 2021069339 08/21/21 14:37 Disabled Vehicle 2021071817 Disorderly Total: 8 08/02/2121:30 Disorderly 2021065579 08/04/2105:07 Disorderly 2021066024 08/07/2113:30 Disorderly 2021067261 08/15/2101:45 Disorderly 2021069837 08/16/2119:03 Disorderly 2021070350 Criminal Damage to Property WP21021358 911 Gun Incident WP21021898 Phone Theft WP21021901 Phone Criminal Damage to Property WPRK21021905 Gun Incident WP21022172 Phone Criminal Damage to Property WP21022335 Criminal Damage to Property WP21022755 Phone Criminal Damage to Property WP21022786 Phone Criminal Damage to Property WP21022828 911 Criminal Damage to Property WP21023026 Phone MVA - Hit & Run WP21023052 Phone Suspicious - Circumstances WP21023123 Phone CSC Sex Offense WP21023296 Phone Phone Phone Disorderly WP21020753 911 Disorderly WP21020852 Phone Disorderly WP21021159 911 Intoxicated Person WP21021943 911 Disorderly WP21022103 Phone Page 8 of 31 Incident Start Date/Time Initial Call CFS # 08/25/2104:07 Disorderly 2021072925 08/30/2105:37 Disorderly 2021074525 08/30/2120:31 Disorderly 2021074770 Divert Hospital Total: 8 08/02/21 20:44 Divert Hospital 2021065570 08/08/21 21:55 Divert Hospital 2021067711 08/13/21 00:09 Divert Hospital 2021069161 08/16/21 17:29 Divert Hospital 2021070314 08/25/21 11:16 Divert Hospital 2021073004 08/25/21 18:42 Divert Hospital 2021073150 08/29/21 13:15 Divert Hospital 2021074320 08/31/21 22:28 Divert Hospital 2021075173 Domestic Disturbance Total: 18 08/04/21 03:21 Domestic Disturbance 2021066015 08/04/21 13:09 Domestic Disturbance 2021066122 08/07/21 19:50 Domestic Disturbance 2021067391 08/10/21 23:17 Domestic Disturbance 2021068433 08/12/21 11:47 Domestic Disturbance 2021068936 08/13/21 13:20 Domestic Disturbance 2021069307 08/14/21 11:45 Domestic Disturbance 2021069583 08/14/21 14:24 Domestic Disturbance 2021069637 08/15/21 02:07 Domestic Disturbance 2021069840 08/18/21 13:25 Domestic Disturbance 2021070828 08/21/21 17:33 Domestic Disturbance 2021071863 08/21/21 19:07 Domestic Disturbance 2021071901 08/23/21 01:54 Domestic Disturbance 2021072290 08/23/21 19:32 Domestic Disturbance 2021072514 08/23/21 21:58 Domestic Disturbance 2021072557 08/26/21 17:43 Domestic Disturbance 2021073455 08/27/21 22:00 Domestic Disturbance 2021073850 08/28/21 00:35 Domestic Disturbance 2021073883 Drugs Total: 9 08/04/2115:53 WP21020896 Drugs 2021066166 08/04/2117:22 Phone Drugs 2021066202 08/08/2102:07 Suspicious Drugs 2021067496 08/09/2110:54 WP21021482 Drugs 2021067831 08/10/2116:31 Phone Drugs 2021068300 08/13/2110:50 Drugs Drugs 2021069254 08/25/2118:51 WP21023376 Drugs 2021073153 08/27/2112:09 Drugs 2021073642 08/29/2117:46 Drugs 2021074398 Dumping Total: 2 08/16/2118:42 Dumping 2021070344 08/24/2116:14 Dumping 2021072760 Final Incident Disorderly Disorderly Disorderly Domestic Disturbance Domestic Disturbance Medical - Psychiatric - Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance DUI Domestic Disturbance Juvenile - Complaint Medical - Psychiatric - Domestic Disturbance Domestic Disturbance Domestic Disturbance DUI Domestic Disturbance Domestic Disturbance Domestic Disturbance Case Number How Reported WP21022934 911 WP21023414 Phone WP21023495 911 Phone Phone Phone Phone Phone Phone Phone Phone WP21020847 911 WP21020881 Phone WP21021192 911 WP21021521 911 WP21021673 911 WP21021779 911 WP21021870 911 WP21021885 Phone WP21021944 911 WP21022283 Phone WP21022596 911 WP21022607 911 WP21022719 Phone WP21022805 911 WP21022819 911 WP21023090 Phone WP21023222 911 WP21023229 911 Drugs WP21020896 Phone Drugs WP21020902 Phone Drugs WP21021226 Phone Suspicious - Person - Vehicle WP21021327 Phone Drugs WP21021482 Phone Drugs WP21021767 Phone Drugs WP21023004 Phone Drugs WP21023152 Phone Drugs WP21023376 Phone Dumping Dumping WP21022100 Phone WP21022892 Phone Page 9 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Extra Patrol Total: 2 08/10/21 18:21 Extra Patrol 2021068343 Extra Patrol WP21021496 Phone 08/11/21 17:35 Extra Patrol 2021068680 Extra Patrol WP21021615 Phone Fight Total: 1 08/13/21 16:08 Fight 2021069361 Fight WP21021800 911 Fire - Electrical Total: 1 08/20/21 18:35 Fire - Electrical 2021071608 Fire - Electrical WP21022515 911 Fire - Other Total: 3 08/02/21 22:51 Fire - Other 2021065590 Fire - Other WP21020758 Phone 08/14/21 19:26 Fire - Other 2021069731 Fire - Other WP21021911 911 08/16/21 21:13 Fire - Other 2021070385 Fire - Other WP21022117 Phone Fire - Vehicle Total: 2 08/14/21 11:23 Fire - Vehicle 2021069575 Fire - Vehicle WP21021869 Phone 08/24/21 14:18 Fire - Vehicle 2021072715 Fire - Vehicle WP21022873 911 Fraud - Checks - Cards Total: 5 08/01/21 15:44 Fraud - Checks - Cards 2021065180 Fraud - Checks - Cards WP21020629 Phone 08/04/21 15:54 Fraud - Checks - Cards 2021066168 Fraud - Checks - Cards WP21020894 08/23/21 08:17 Fraud - Checks - Cards 2021072306 Fraud - Checks - Cards WP21022727 Phone 08/28/21 18:43 Fraud - Checks - Cards 2021074095 Fraud - Checks - Cards WP21023286 Phone 08/31/21 17:44 Fraud - Checks - Cards 2021075066 Fraud - Checks - Cards WP21023586 Fraud - Forgery Total: 2 08/06/21 18:11 Fraud - Forgery 2021067039 Fraud - Forgery WP21021098 Phone 08/10/21 13:31 Fraud - Forgery 2021068247 Fraud - Forgery WP21021466 Phone Fraud - Internet Total: 4 08/02/21 12:36 Fraud - Internet 2021065432 Civil Complaint WP21020704 Phone 08/02/21 13:50 Fraud -Internet 2021065454 Fraud -Internet WP21020712 Phone 08/14/21 19:52 Fraud - Internet 2021069737 Fraud - Internet WP21021912 Phone 08/23/21 16:06 Fraud -Internet 2021072440 Fraud -Internet WP21022775 Phone Funeral Escort Total: 4 08/13/21 09:22 Funeral Escort 2021069227 Phone 08/14/21 11:44 Funeral Escort 2021069582 Phone 08/25/21 08:57 Funeral Escort 2021072962 Phone 08/28/21 14:27 Funeral Escort 2021074022 Phone Harassment Total: 10 08/04/21 23:07 Harassment 2021066307 Harassment WP21020936 911 08/05/21 17:50 Harassment 2021066706 Harassment WP21021007 911 08/06/2102:38 Harassment 2021066811 Harassment WP21021032 Phone 08/09/2120:52 Harassment 2021068022 Harassment WP21021395 Phone 08/10/2109:48 Harassment 2021068160 Harassment WP21021439 Phone 08/15/2116:33 Harassment 2021069980 Harassment WP21021986 Phone Page 10 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/26/21 15:41 08/26/21 20:54 08/27/21 18:16 08/29/21 14:24 Info Total: 10 08/02/21 01:28 08/06/21 08:13 08/06/21 18:29 08/10/21 20:20 08/17/21 09:39 08/19/21 10:12 08/20/21 10:02 08/20/21 12:25 08/20/21 18:21 08/25/21 15:44 Harassment Harassment Harassment Harassment Info Info Info Info Info Info Info Info Info Info Intoxicated Person Total: 7 08/03/21 15:58 Intoxicated Person 08/07/21 00:16 Intoxicated Person 08/08/21 01:10 Intoxicated Person 08/13/21 19:33 Intoxicated Person 08/14/21 14:23 Intoxicated Person 08/15/21 03:27 Intoxicated Person 08/31/21 13:35 Intoxicated Person Juvenile - Complaint Total: 15 08/02/21 22:40 Juvenile - Complaint 08/06/21 22:32 Juvenile - Complaint 08/06/21 22:49 Juvenile - Complaint 08/08/21 21:19 Juvenile - Complaint 08/08/21 23:24 Juvenile - Complaint 08/09/21 20:14 Juvenile - Complaint 08/15/21 16:47 Juvenile - Complaint 08/16/21 19:55 Juvenile - Complaint 08/17/21 09:56 Juvenile - Complaint 08/19/21 12:08 Juvenile - Complaint 08/21/21 16:07 Juvenile - Complaint 08/27/21 10:47 Juvenile - Complaint 08/28/21 17:15 Juvenile - Complaint 08/30/21 14:14 Juvenile - Complaint 08/30/21 17:59 Juvenile - Complaint 2021073419 2021073501 2021073782 2021074343 2021065318 2021066843 2021067048 2021068370 2021070494 2021071099 2021071424 2021071463 2021071602 2021073087 2021065797 2021067174 2021067487 2021069404 2021069635 2021069847 2021074962 2021065589 2021067140 2021067146 2021067702 2021067734 2021068007 2021069985 2021070367 2021070499 2021071136 2021071839 2021073616 2021074064 2021074647 2021074717 Juvenile - Curfew Violation Total: 1 08/28/21 01:23 Juvenile - Curfew 2021073889 Juvenile - Runaway Total: 4 08/06/21 22:11 Juvenile - Runaway 2021067134 08/11/21 15:16 Juvenile - Runaway 2021068627 Civil Complaint Citizen Aid Harassment Harassment Intoxicated Person Domestic Disturbance Intoxicated Person Intoxicated Person Intoxicated Person Intoxicated Person Intoxicated Person Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint WP21023081 911 WP21023106 Phone WP21023202 Phone WP21023359 Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone WP21020807 911 WP21021137 911 WP21021223 Phone WP21021818 Phone WP21021884 911 WP21021946 Phone WP21023556 Phone WP21020757 Phone WP21021125 Phone WP21021126 911 WP21021288 Phone WP21021294 Phone WP21021388 Phone WP21021989 Phone WP21022112 Phone WP21022159 Phone WP21022382 Phone WP21022586 Phone WP21023141 Phone WP21023278 Phone WP21023458 Phone WP21023478 Phone Juvenile - Curfew Violation WP21023231 Phone Juvenile - Runaway Juvenile - Runaway WP21021123 911 WP21021599 Phone Page 11 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/18/21 10:12 Juvenile - Runaway 2021070785 08/30/21 23:00 Juvenile - Runaway 2021074798 Lift Assist Total: 1 08/26/21 11:28 Lift Assist 2021073346 Lock Out - Lock In Total: 2 08/15/21 15:41 Lock Out - Lock In 2021069956 08/20/21 14:35 Lock Out - Lock In 2021071496 Lost - Found Property Total: 12 08/06/21 05:45 Lost - Found Property 2021066820 08/06/21 16:46 Lost - Found Property 2021067002 08/09/21 10:59 Lost - Found Property 2021067833 08/13/21 06:44 Lost - Found Property 2021069194 08/16/21 16:55 Lost - Found Property 2021070304 08/16/21 18:50 Lost - Found Property 2021070348 08/17/21 21:30 Lost - Found Property 2021070698 08/18/21 00:09 Lost - Found Property 2021070723 08/23/21 11:27 Lost - Found Property 2021072346 08/25/21 13:48 Lost - Found Property 2021073051 08/27/21 11:12 Lost - Found Property 2021073626 08/28/21 12:44 Lost - Found Property 2021073995 Medical - Abdominal Pain Total: 2 08/14/21 18:55 Medical - Abdominal 2021069719 08/23/21 03:50 Medical - Abdominal 2021072294 Medical - Back Pain Total: 2 08/02/21 18:46 Medical - Back Pain 2021065545 08/16/21 10:45 Medical - Back Pain 2021070167 Medical - Bleeding - Lacerations Total: 4 08/08/21 08:55 Medical - Bleeding - 2021067523 08/14/21 13:03 Medical - Bleeding - 2021069606 08/27/21 02:41 Medical - Bleeding - 2021073556 08/29/21 01:41 Medical - Bleeding - 2021074220 Medical - Breathing Problems Total: 11 08/01/21 21:17 Medical - Breathing 2021065271 08/05/21 03:51 Medical - Breathing 2021066340 08/07/21 18:07 Medical - Breathing 2021067355 08/10/21 15:05 Medical - Breathing 2021068275 08/22/21 05:28 Medical - Breathing 2021072054 08/22/21 17:58 Medical - Breathing 2021072187 08/27/21 12:40 Medical - Breathing 2021073650 08/28/21 01:01 Medical - Breathing 2021073885 08/29/21 07:07 Medical - Breathing 2021074245 08/29/21 23:02 Medical - Breathing 2021074489 Juvenile - Complaint Juvenile - Runaway Lift Assist Lock Out - Lock In Lock Out - Lock In Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property WP21022261 Phone WP21023503 Phone VAyA11)"911I.1E7di WP21021979 WP21022482 911 WP21021037 911 WP21021083 911 WP21021329 WP21021756 WP21022088 WP21022101 WP21022229 WP21022240 Officer WP21022741 WP21022975 WP21023148 WP21023261 911 911 911 911 Phone Phone Phone 911 911 911 911 911 911 911 911 911 911 911 Page 12 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/31/21 05:23 Medical - Breathing 2021074832 911 Medical - Breathing Problems; Fire - Smoke - Odor Total: 1 08/22/21 14:54 Medical - Breathing 2021072148 Medical - Psychiatric - WP21022687 911 Medical - Chest Pain Total: 6 08/19/21 21:13 Medical - Chest Pain 2021071323 08/21/21 18:23 Medical - Chest Pain 2021071880 08/23/21 22:14 Medical - Chest Pain 2021072559 08/25/21 16:10 Medical - Chest Pain 2021073096 08/28/21 12:46 Medical - Chest Pain 2021073998 08/31/21 15:19 Medical - Chest Pain 2021074998 Medical - Choking Total: 1 08/13/21 16:04 Medical - Choking 2021069358 Medical - Diabetic Total: 1 08/21/21 23:15 Medical - Diabetic 2021072000 Medical - Fall Under 6 Feet Total: 21 08/01/21 12:59 Medical - Fall Under 6 2021065129 08/01/21 20:00 Medical - Fall Under 6 2021065253 08/02/21 10:05 Medical - Fall Under 6 2021065388 08/04/21 10:59 Medical - Fall Under 6 2021066088 08/04/21 17:26 Medical - Fall Under 6 2021066204 08/05/21 14:04 Medical - Fall Under 6 2021066507 08/06/21 07:28 Medical - Fall Under 6 2021066831 08/07/21 08:56 Medical - Fall Under 6 2021067213 08/07/21 13:55 Medical - Fall Under 6 2021067270 08/08/21 02:24 Medical - Fall Under 6 2021067497 08/08/21 09:10 Medical - Fall Under 6 2021067526 08/11/21 22:13 Medical - Fall Under 6 2021068793 08/13/21 17:06 Medical - Fall Under 6 2021069373 08/16/21 15:16 Medical - Fall Under 6 2021070257 08/16/21 17:39 Medical - Fall Under 6 2021070321 08/21/21 14:17 Medical - Fall Under 6 2021071813 08/24/21 03:22 Medical - Fall Under 6 2021072595 08/27/21 01:43 Medical - Fall Under 6 2021073553 08/28/21 12:51 Medical - Fall Under 6 2021074001 08/29/21 09:29 Medical - Fall Under 6 2021074259 08/31/21 12:57 Medical - Fall Under 6 2021074946 Medical - Heart Problems Total: 5 08/05/21 16:49 Medical - Heart 2021066677 08/05/21 23:17 Medical - Heart 2021066793 08/11/21 21:19 Medical - Heart 2021068777 08/13/21 16:07 Medical - Heart 2021069360 08/30/21 16:40 Medical - Heart 2021074692 911 911 911 Phone Phone 911 Phone 911 Phone 911 Phone Phone Page 13 of 31 911 Officer 911 Medical - Fall Under 6 Feet WP21020873 Phone 911 Phone 911 911 911 Medical - Fall Under 6 Feet WP21021228 911 911 911 911 Medical - Fall Under 6 Feet WP21022080 Phone Death Investigation - Natural WP21022094 911 911 Medical - Fall Under 6 Feet WP21022835 911 911 911 Phone 911 911 Phone 911 Phone Phone Page 13 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Medical - Non Emergency Transport Total: 1 08/15/21 21:25 Medical - Non 2021070053 Medical - Overdose - Poisoning Total: 2 08/06/21 14:34 Medical - Overdose - 2021066951 Check Welfare 08/14/21 13:45 Medical - Overdose - 2021069621 Medical - Psychiatric - Behavioral Total: 8 08/02/21 05:01 2021067097 Medical - Psychiatric - 2021065325 08/02/21 16:03 Medical - Sick Medical - Psychiatric - 2021065498 08/06/21 19:39 08/18/21 11:21 Medical - Psychiatric - 2021067074 08/09/21 16:35 2021071134 Medical - Psychiatric - 2021067931 08/13/21 16:23 Medical - Sick Medical - Psychiatric - 2021069366 08/16/21 06:31 08/25/21 22:06 Medical - Psychiatric - 2021070121 08/28/21 18:46 2021073800 Medical - Psychiatric - 2021074098 08/29/21 19:10 Medical - Psychiatric - 2021074421 Medical - Seizure Total: 5 08/01/21 16:52 2021067097 Medical - Seizure 2021065206 08/09/21 18:55 Medical - Sick Medical - Seizure 2021067985 08/16/21 18:00 08/18/21 11:21 Medical - Seizure 2021070328 08/24/21 20:25 2021071134 Medical - Seizure 2021072845 08/28/21 09:25 Medical - Sick Medical - Seizure 2021073940 Medical - Sick Total: 12 08/06/21 20:45 Medical - Sick 2021067097 08/15/21 18:04 Medical - Sick 2021070001 08/15/21 20:27 Medical - Sick 2021070033 08/15/21 22:39 Medical - Sick 2021070076 08/18/21 11:21 Medical - Sick 2021070808 08/19/21 12:02 Medical - Sick 2021071134 08/20/21 16:20 Medical - Sick 2021071545 08/24/21 11:22 Medical - Sick 2021072671 08/25/21 10:37 Medical - Sick 2021072993 08/25/21 22:06 Medical - Sick 2021073223 08/27/21 18:52 Medical - Sick 2021073800 08/29/21 21:15 Medical - Sick 2021074458 Medical - Stroke Total: 3 08/12/21 22:16 Medical - Stroke 2021069133 08/22/21 08:34 Medical - Stroke 2021072068 08/30/21 14:46 Medical - Stroke 2021074655 Medical - Trauma Total: 2 08/11/21 08:26 Medical - Trauma 2021068494 08/23/21 11:25 Medical - Trauma 2021072345 Medical - Unconscious - Fainting Total: 5 08/12/21 17:25 Medical - Unconscious - 2021069049 Medical - Psychiatric - Medical - Psychiatric - Medical - Psychiatric - Medical - Psychiatric - Medical - Psychiatric - Medical - Psychiatric - Medical - Psychiatric - Medical - Psychiatric - Medical - Sick Phone WP21021074 911 911 WP21020672 911 WP21020730 911 WP21021104 911 WP21021367 911 WP21021803 911 WP21022033 Phone WP21023287 911 WP21023381 911 911 911 911 911 911 911 911 911 911 WP21022276 911 911 911 911 911 911 911 911 911 911 911 911 911 911 Page 14 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/22/21 00:23 Medical - Unconscious - 2021072023 Medical - Unconscious - WP21022636 911 08/23/21 23:38 Medical - Unconscious - 2021072575 08/15/21 16:48 911 08/27/21 08:53 Medical - Unconscious - 2021073583 Death Investigation - Natural WP21023131 911 08/29/21 03:45 Medical - Unconscious - 2021074233 Medical - Unconscious - WP21023328 911 Medical - Unknown Total: 2 Motorist Aid 2021071293 08/02/21 11:58 Medical - Unknown 2021065421 08/20/21 15:22 911 08/14/21 06:37 Medical - Unknown 2021069516 Phone 911 Motorist Aid Total: 7 08/04/21 08:23 Motorist Aid 2021066051 MVA - Hit & Run Phone 08/06/21 09:17 Motorist Aid 2021066860 2021067439 MVA - No Injuries 08/15/21 16:48 Motorist Aid 2021069986 MVA - Hit & Run Phone 08/18/21 21:38 Motorist Aid 2021071014 08/27/21 14:05 Phone 08/19/21 19:52 Motorist Aid 2021071293 911 MVA - Injuries; Agency 08/20/21 15:22 Motorist Aid 2021071521 WP21020984 Phone 08/21/21 04:05 Motorist Aid 2021071724 Motorist Aid WP21022554 Officer MVA - Extrication Total: 2 08/09/21 16:07 MVA - No Injuries 2021067923 08/02/21 13:16 MVA - Extrication 2021065442 MVA - Injuries WP21020709 911 08/26/21 17:19 MVA - Extrication 2021073446 MVA - Extrication WP21023088 911 MVA - Hit & Run Total: 4 08/04/21 18:14 MVA - Hit & Run 2021066224 MVA - Hit & Run WP21020911 911 08/07/21 21:49 MVA - Hit & Run 2021067439 MVA - No Injuries WP21021203 911 08/08/21 19:52 MVA - Hit & Run 2021067688 MVA - Hit & Run WP21021285 911 08/27/21 14:05 MVA - Hit & Run 2021073679 MVA - No Injuries WP21023166 911 MVA - Injuries Total: 4 08/03/21 12:59 MVA - Injuries 2021065718 MVA - Injuries WP21020793 911 08/07/21 01:06 MVA - Injuries 2021067182 Medical - Trauma WP21021139 911 08/21/21 13:30 MVA - Injuries 2021071800 MVA - Injuries WP21022576 911 08/28/21 14:17 MVA - Injuries 2021074021 Agency Assist WP21023268 MVA - Injuries; Agency Assist Total: 1 MVA - No Injuries WP21020922 08/11/21 07:57 MVA - Injuries; Agency 2021068481 MVA - Injuries WP21021543 MVA - No Injuries Total: 31 08/02/21 15:45 MVA - No Injuries 2021065491 MVA - No Injuries WP21020724 08/04/21 04:47 MVA - No Injuries 2021066023 MVA - No Injuries WP21020851 911 08/04/21 10:18 MVA - No Injuries 2021066082 MVA - Hit & Run WP21020868 08/04/21 20:41 MVA - No Injuries 2021066267 MVA - No Injuries WP21020922 911 08/05/21 14:30 MVA - No Injuries 2021066517 MVA - No Injuries WP21020984 911 08/09/21 05:09 MVA - No Injuries 2021067767 MVA - No Injuries WP21021303 08/09/21 16:07 MVA - No Injuries 2021067923 MVA - No Injuries WP21021364 911 08/10/21 07:36 MVA - No Injuries 2021068127 MVA - No Injuries WP21021433 08/10/21 10:58 MVA - No Injuries 2021068194 MVA - No Injuries WP21021454 911 08/11/21 16:14 MVA - No Injuries 2021068656 MVA - No Injuries WP21021607 911 08/13/21 01:54 MVA - No Injuries 2021069180 MVA - No Injuries WP21021751 Officer Page 15 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/14/21 14:20 MVA - No Injuries 2021069633 MVA - No Injuries WP21021883 911 08/15/21 19:30 MVA - No Injuries 2021070022 MVA - No Injuries WP21021998 2021067556 08/16/21 04:31 MVA - No Injuries 2021070112 MVA - No Injuries WP21022028 Officer 08/16/21 17:35 MVA - No Injuries 2021070320 MVA - Hit & Run WP21022093 WP21022041 08/17/21 12:25 MVA - No Injuries 2021070532 MVA - No Injuries WP21022170 911 08/17/21 14:18 MVA - No Injuries 2021070570 MVA - No Injuries WP21022184 WP21023219 08/17/21 16:00 MVA - No Injuries 2021070607 08/19/21 15:12 MVA - No Injuries 2021071203 MVA - No Injuries WP21022400 911 08/19/21 17:05 MVA - No Injuries 2021071238 MVA - No Injuries WP21022413 08/20/21 16:06 MVA - No Injuries 2021071534 MVA - No Injuries WP21022495 911 08/21/21 13:49 MVA - No Injuries 2021071807 MVA - No Injuries WP21022578 08/21/21 19:17 MVA - No Injuries 2021071909 MVA - No Injuries WP21022609 08/22/21 17:36 MVA - No Injuries 2021072180 MVA - No Injuries WP21022697 911 08/24/21 13:41 MVA - No Injuries 2021072700 08/24/21 16:53 MVA - No Injuries 2021072782 MVA - No Injuries WP21022894 08/25/21 15:47 MVA - No Injuries 2021073088 MVA - No Injuries WP21022988 08/26/21 09:57 MVA - No Injuries 2021073315 MVA - No Injuries WP21023048 08/26/21 16:50 MVA - No Injuries 2021073439 MVA - No Injuries WP21023086 08/28/21 19:57 MVA - No Injuries 2021074131 MVA - No Injuries WP21023300 911 08/30/21 14:26 MVA - No Injuries 2021074651 MVA - No Injuries WP21023461 Neighborhood Dispute Total: 4 08/05/21 15:50 Neighborhood Dispute 2021066627 Neighborhood Dispute WP21020992 08/05/21 17:46 Neighborhood Dispute 2021066701 Neighborhood Dispute WP21021005 08/08/21 11:31 Neighborhood Dispute 2021067556 Neighborhood Dispute WP21021245 08/26/21 21:10 Neighborhood Dispute 2021073504 Neighborhood Dispute WP21023108 911 Noise Total: 6 08/06/21 23:53 2021065192 Noise 2021067167 Noise WP21021134 911 08/09/21 01:24 WPRK21020862 Noise 2021067750 Noise WP21021297 911 08/21/2121:25 08/09/21 21:19 Ordinance Violation Noise 2021071966 Noise WP21022619 08/25/21 01:27 Ordinance Violation Noise 2021072915 Noise WP21022927 911 08/27/2117:47 WP21022041 08/16/21 10:07 Noise 2021073765 Noise WP21023196 08/27/2121:34 Noise 2021073843 Noise WP21023219 Off -Road Vehicle Complaint Total: 1 08/29/21 13:13 Off -Road Vehicle 2021074318 Open Door - Window Total: 1 08/14/21 09:43 Open Door - Window 2021069537 Ordinance Violation Total: 9 Off -Road Vehicle Complaint WP21023351 911 Open Door - Window WP21021858 911 08/01/21 16:18 Ordinance Violation 2021065192 Ordinance Violation WPRK21020633 08/04/21 08:45 Ordinance Violation 2021066058 Ordinance Violation WPRK21020862 08/07/21 22:58 Ordinance Violation 2021067464 Ordinance Violation WPRK21021212 08/09/21 21:19 Ordinance Violation 2021068030 Ordinance Violation WP21021402 08/14/21 23:38 Ordinance Violation 2021069811 Ordinance Violation WPRK21021935 08/16/21 08:45 Ordinance Violation 2021070140 Ordinance Violation WP21022041 08/16/21 10:07 Ordinance Violation 2021070155 Parking WP21022048 Page 16 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/16/21 15:07 Ordinance Violation 2021070249 Ordinance Violation WP21022075 08/22/21 13:05 Ordinance Violation 2021072126 Ordinance Violation WP21022677 Park Incident Total: 1 Parking WP21021113 08/16/21 09:00 08/28/21 20:05 Park Incident 2021074133 Park Incident WPRK21023301 Parking Total: 12 08/02/21 11:20 Parking 2021065408 Parking WP21020698 08/04/2109:14 Parking 2021066068 Parking WP21020865 08/06/2120:42 Parking 2021067094 Parking WP21021113 08/16/21 09:00 Parking 2021070141 Parking WP21022043 08/16/2109:08 Parking 2021070142 Parking WP21022044 08/18/21 14:32 Parking 2021070860 Parking WP21022290 Officer 08/18/21 18:30 Parking 2021070960 Parking WP21022327 08/22/2113:45 Parking 2021072130 Parking WP21022678 08/24/2114:21 Parking 2021072718 Parking WP21022879 08/25/2107:40 Parking 2021072939 Parking WP21022939 08/30/2109:34 Parking 2021074570 Parking WP21023430 08/30/2110:17 Parking 2021074586 Parking WP21023438 Phone Call Total: 5 08/13/21 08:31 Phone Call 2021069212 Other 08/16/21 17:06 Phone Call 2021070309 Phone 08/21/21 09:20 Phone Call 2021071750 Phone 08/21/21 16:35 Phone Call 2021071851 Phone Call WP21022594 Other 08/24/21 23:49 Phone Call 2021072903 Phone Call WP21022923 Other Probation Check Total: 10 08/05/21 12:22 Probation Check 2021066470 Officer 08/05/21 12:41 Probation Check 2021066481 Officer 08/07/21 12:27 Probation Check 2021067249 Officer 08/11/21 17:39 Probation Check 2021068682 Officer 08/11/21 18:40 Probation Check 2021068707 Officer 08/16/21 16:28 Probation Check 2021070293 Officer 08/16/21 17:01 Probation Check 2021070308 Officer 08/24/21 15:44 Probation Check 2021072745 Officer 08/29/21 18:49 Probation Check 2021074413 Officer 08/29/21 18:58 Probation Check 2021074415 Officer Prowler Total: 1 08/24/21 23:39 Prowler 2021072901 Prowler WP21022922 911 Public Disturbance Total: 1 08/20/21 13:35 Public Disturbance 2021071484 Phone Public Works - Utilities Total: 10 08/10/21 04:13 Public Works - Utilities 2021068107 Public Works - Utilities WP21021426 Phone 08/10/21 04:16 Public Works - Utilities 2021068108 Phone 08/10/21 04:17 Public Works - Utilities 2021068109 Phone Page 17 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/10/21 04:18 Public Works - Utilities 2021068110 2021069039 08/14/21 Phone 08/10/21 04:22 Public Works - Utilities 2021068111 08/30/21 07:34 Phone 08/10/21 04:23 Public Works - Utilities 2021068112 Medical Alarm Total: 2 08/06/21 Phone 08/10/21 04:29 Public Works - Utilities 2021068113 08/25/21 07:07 Phone 08/11/21 06:04 Public Works - Utilities 2021068464 Public Works - Utilities WP21021532 Phone 08/12/21 12:19 Public Works - Utilities 2021068950 Public Works - Utilities WP21021676 Phone 08/13/21 01:04 Public Works - Utilities 2021069172 Public Works - Utilities WP21021745 911 Repossession Total: 3 08/01/21 18:38 Repossession 2021065232 08/11/2121:16 Repossession 2021068774 08/24/2123:01 Repossession 2021072891 Residential Fire Alarm Total: 1 08/28/21 05:31 Residential Fire Alarm 2021073907 Residential General Alarm Total: 4 08/12/21 12:38 2021066988 Residential General 2021068960 08/12/21 17:00 SIA Area Watch Residential General 2021069039 08/14/21 02:31 08/28/21 22:54 Residential General 2021069504 08/30/21 07:34 2021074214 Residential General 2021074545 Residential Medical Alarm Total: 2 08/06/21 12:37 08/10/21 12:48 Residential Medical 2021066917 08/25/21 07:07 2021069562 Residential Medical 2021072937 Robbery Total: 1 08/17/2115:49 Robbery 2021070605 SIA Area Watch Total: 6 08/06/21 16:19 SIA Area Watch 2021066988 08/18/21 22:02 SIA Area Watch 2021071017 08/25/21 06:20 SIA Area Watch 2021072930 08/26/21 08:01 SIA Area Watch 2021073289 08/28/21 22:54 SIA Area Watch 2021074187 08/29/21 01:25 SIA Area Watch 2021074214 SIA Business Walk Through Total: 25 08/01/21 08:31 SIA Business Walk 2021065052 08/07/21 08:55 SIA Business Walk 2021067212 08/07/21 11:19 SIA Business Walk 2021067233 08/08/21 10:31 SIA Business Walk 2021067544 08/09/21 07:04 SIA Business Walk 2021067776 08/10/21 09:05 SIA Business Walk 2021068144 08/10/21 09:39 SIA Business Walk 2021068153 08/10/21 10:58 SIA Business Walk 2021068195 08/10/21 12:48 SIA Business Walk 2021068233 08/14/21 10:36 SIA Business Walk 2021069562 08/15/21 13:24 SIA Business Walk 2021069910 Theft Phone Phone Phone Phone Phone Phone Phone WP21022195 911 Page 18 of 31 Incident Start Date/Time 16:08 Initial Call CFS # 08/16/21 14:45 SIA Business Walk 2021070241 08/17/21 13:17 SIA Business Walk 2021070549 08/17/21 14:38 SIA Business Walk 2021070574 08/17/21 14:49 SIA Business Walk 2021070580 08/18/21 11:18 SIA Business Walk 2021070804 08/23/21 07:47 SIA Business Walk 2021072302 08/23/21 08:02 SIA Business Walk 2021072305 08/24/21 07:54 SIA Business Walk 2021072622 08/24/21 09:52 SIA Business Walk 2021072647 08/24/21 11:08 SIA Business Walk 2021072666 08/25/21 06:50 SIA Business Walk 2021072934 08/25/21 10:19 SIA Business Walk 2021072985 08/31/21 11:55 SIA Business Walk 2021074924 08/31/21 14:53 SIA Business Walk 2021074990 SIA City Council - City Hall Total: 2 08/09/21 17:30 SIA City Council - City 2021067947 08/23/21 17:30 SIA City Council - City 2021072474 SIA Community Presentation Total: 2 08/03/21 18:53 SIA Community 2021065892 08/21/21 10:47 SIA Community 2021071766 SIA Other Total: 3 08/01/21 06:57 SIA Other 2021065043 08/02/21 12:26 SIA Other 2021065427 08/05/21 16:54 SIA Other 2021066678 SIA Parks Total: 42 08/01/21 16:08 SIA Parks 2021065190 08/01/21 16:30 SIA Parks 2021065200 08/03/21 00:36 SIA Parks 2021065605 08/03/21 18:51 SIA Parks 2021065891 08/03/21 22:15 SIA Parks 2021065977 08/04/21 08:02 SIA Parks 2021066045 08/04/21 22:09 SIA Parks 2021066293 08/06/21 01:04 SIA Parks 2021066804 08/06/21 09:15 SIA Parks 2021066858 08/06/21 22:53 SIA Parks 2021067149 08/07/21 14:34 SIA Parks 2021067283 08/07/21 17:33 SIA Parks 2021067343 08/07/21 22:39 SIA Parks 2021067460 08/08/21 10:57 SIA Parks 2021067549 08/10/21 08:10 SIA Parks 2021068137 08/10/21 08:48 SIA Parks 2021068141 08/10/21 12:30 SIA Parks 2021068228 08/12/21 13:05 SIA Parks 2021068966 08/13/21 00:34 SIA Parks 2021069165 Final Incident Case Number How Reported Officer Officer Officer Page 19 of 31 Incident Start Date/Time Suspicious - Initial Call CFS # 08/13/21 08:55 SIA Parks 2021069223 08/13/21 22:01 SIA Parks 2021069453 08/14/21 17:35 SIA Parks 2021069689 08/14/21 23:33 SIA Parks 2021069807 08/15/21 09:12 SIA Parks 2021069862 08/16/21 01:22 SIA Parks 2021070105 08/16/21 17:23 SIA Parks 2021070311 08/17/21 08:33 SIA Parks 2021070470 08/17/21 09:00 SIA Parks 2021070483 08/17/21 15:32 SIA Parks 2021070597 08/18/21 08:10 SIA Parks 2021070758 08/18/21 13:57 SIA Parks 2021070843 08/20/21 21:13 SIA Parks 2021071655 08/21/21 11:47 SIA Parks 2021071782 08/21/21 22:34 SIA Parks 2021071985 08/22/21 23:33 SIA Parks 2021072264 08/23/21 14:05 SIA Parks 2021072391 08/23/21 14:23 SIA Parks 2021072397 08/24/21 08:39 SIA Parks 2021072632 08/28/21 15:39 SIA Parks 2021074038 08/28/21 19:52 SIA Parks 2021074127 08/30/21 22:57 SIA Parks 2021074796 08/31/21 08:05 SIA Parks 2021074859 SIA Water Access Landing Check Total: 1 08/13/21 11:18 SIA Water Access 2021069266 SIA Water Patrol Total: 1 08/12/21 13:08 SIA Water Patrol 2021068968 Sign - Signal Repair Total: 1 08/02/21 16:20 Sign - Signal Repair 2021065503 Stolen - Vehicle Total: 2 Final Incident 08/12/21 15:44 Stolen - Vehicle 2021069019 Stolen - Vehicle 08/25/21 10:21 Stolen - Vehicle 2021072988 Stolen - Vehicle Stolen - Vehicle; Civil Complaint Total: 1 08/20/21 15:06 Stolen - Vehicle; Civil 2021071513 Stolen - Vehicle Surveillance Total: 1 08/16/2113:56 Surveillance 2021070223 Suspicious - Circumstances Total: 21 08/01/21 00:36 Suspicious - 2021065013 08/02/21 09:09 Suspicious - 2021065367 08/02/21 17:28 Suspicious - 2021065521 08/02/21 17:39 Suspicious - 2021065525 08/03/21 20:03 Suspicious - 2021065929 Case Number How Reported Phone WP21021696 Phone WP21022950 911 PA yA [IYi►Z fX !l Suspicious - Circumstances WP21020588 911 Suspicious - Circumstances WP21020683 Phone Criminal Damage to Property WP21020738 Phone Suspicious - Circumstances WP21020739 Phone Suspicious - Circumstances WP21020826 911 Page 20 of 31 Incident Start Date/Time Initial Call CFS # 08/04/21 17:08 Suspicious - 2021066193 08/04/21 22:26 Suspicious - 2021066298 08/05/21 17:48 Suspicious - 2021066703 08/09/21 09:18 Suspicious - 2021067799 08/09/21 16:47 Suspicious - 2021067933 08/11/21 17:48 Suspicious - 2021068684 08/13/21 14:16 Suspicious - 2021069328 08/16/21 07:40 Suspicious - 2021070127 08/23/21 00:01 Suspicious - 2021072277 08/24/21 12:16 Suspicious - 2021072685 08/25/21 11:12 Suspicious - 2021073001 08/25/21 12:00 Suspicious - 2021073014 08/27/21 09:27 Suspicious - 2021073592 08/29/21 15:33 Suspicious - 2021074368 08/30/21 05:47 Suspicious - 2021074527 08/31/21 10:39 Suspicious - 2021074903 Suspicious - Item Total: 1 08/26/21 00:25 Suspicious - Item 2021073255 Suspicious - Person - Vehicle Total: 25 08/01/21 01:19 Suspicious - Person - 2021065018 08/03/21 19:19 Suspicious - Person - 2021065905 08/04/21 17:55 Suspicious - Person - 2021066216 08/05/21 03:53 Suspicious - Person - 2021066341 08/11/21 20:38 Suspicious - Person - 2021068757 08/12/21 13:13 Suspicious - Person - 2021068971 08/14/21 22:03 Suspicious - Person - 2021069779 08/15/21 20:41 Suspicious - Person - 2021070035 08/16/21 07:26 Suspicious - Person - 2021070125 08/16/21 22:22 Suspicious - Person - 2021070409 08/16/21 22:40 Suspicious - Person - 2021070411 08/17/21 15:31 Suspicious - Person - 2021070595 08/20/21 23:56 Suspicious - Person - 2021071691 08/24/21 14:27 Suspicious - Person - 2021072723 08/25/21 11:30 Suspicious - Person - 2021073007 08/25/21 13:17 Suspicious - Person - 2021073041 08/25/21 15:28 Suspicious - Person - 2021073076 08/25/21 20:39 Suspicious - Person - 2021073195 08/25/21 21:11 Suspicious - Person - 2021073205 08/26/21 05:06 Suspicious - Person - 2021073274 08/26/21 17:16 Suspicious - Person - 2021073443 08/27/21 10:59 Suspicious - Person - 2021073619 08/28/21 01:30 Suspicious - Person - 2021073890 08/28/21 23:49 Suspicious - Person - 2021074195 08/31/21 15:29 Suspicious - Person - 2021075003 Final Incident Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Medical - Psychiatric - Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Item Case Number How Reported WP21020901 Phone WP21020931 Phone WP21021006 Phone WP21021315 Phone WP21021369 Phone WP21021616 911 WP21021783 Phone WP21022037 Phone WP21022715 Phone WP21022862 Phone WP21022959 Phone WP21022961 Phone WP21023136 Phone WP21023364 Phone WP21023416 Phone WP21023535 Phone WP21023028 Phone Suspicious - Person - Vehicle WP21020591 Phone Suspicious - Person - Vehicle WSI1-1210208241hone Suspicious - Person - Vehicle WP21020907 Phone Suspicious - Person - Vehicle WP21020946 Phone Suspicious - Person - Vehicle WP21021634 Phone Suspicious - Person - Vehicle WP21021682 911 Drugs WP21021927 911 Suspicious - Person - Vehicle WP21022006 Phone Citizen Aid WP21022036 Phone Suspicious - Person - Vehicle WP21022125 Phone Suspicious - Person - Vehicle WP21022128 911 Suspicious - Person - Vehicle WP21022190 Phone Suspicious - Person - Vehicle WP21022543 911 Suspicious - Person - Vehicle WP21022876 911 Suspicious - Person - Vehicle WP21022956 Phone Intoxicated Person WP21022971 911 Suspicious - Person - Vehicle WP21022985 Phone Suspicious - Person - Vehicle WP21023016 Phone Suspicious - Person - Vehicle WP21023019 911 Suspicious - Person - Vehicle WP21023032 911 Suspicious - Person - Vehicle WP21023092 Phone Suspicious - Person - Vehicle WP21023142 Phone Traffic Stop WP21023232 Phone Suspicious - Person - Vehicle WP21023313 Phone Suspicious - Person - Vehicle WP21023571 Phone Page 21 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Theft Total: 9 08/06/21 23:35 Theft 2021067163 Theft WP21021132 911 08/07/2120:20 2021067021 Theft 2021067399 Theft WP21021195 Phone 08/11/2113:57 Theft - Shoplifting Theft 2021068601 Theft WP21021588 Phone 08/17/2115:47 WP21021158 Theft 2021070604 Theft WP21022193 Theft - Shoplifting 08/20/2115:48 Phone Theft 2021071527 Theft WP21022496 Phone 08/22/2111:51 08/21/21 17:29 Theft 2021072111 Theft WP21022672 Phone 08/28/21 11:49 Theft 2021073983 Agency Assist WP21023256 Phone 08/30/2111:55 2021072147 Theft 2021074611 Theft WP21023446 Phone 08/31/21 09:49 Theft 2021074886 Civil Complaint WP21023532 Phone Theft - From Vehicle Total: 6 Phone Threats Total: 2 08/08/21 08:30 Theft - From Vehicle 2021067521 Suspicious - Circumstances WP21021235 Phone 08/14/21 09:49 Theft - From Vehicle 2021069539 Theft - From Vehicle WP21021860 Phone 08/15/21 13:26 Theft - From Vehicle 2021069911 Theft - From Vehicle WP21021971 Phone 08/21/21 16:22 Theft - From Vehicle 2021071844 Theft - From Vehicle WP21022589 911 08/27/21 16:13 Theft - From Vehicle 2021073723 Theft - From Vehicle WP21023186 Phone 08/28/21 07:40 Theft - From Vehicle 2021073915 Theft - From Vehicle WP21023239 Phone Theft - Identity Theft Total: 1 08/19/21 09:30 Theft - Identity Theft 2021071087 Theft - Identity Theft WP21022370 Phone Theft -Shoplifting Total: 11 08/03/21 09:03 Theft - Shoplifting 2021065649 Theft - Shoplifting WP21020773 Phone 08/06/21 17:33 Theft - Shoplifting 2021067021 Theft - Shoplifting WP21021088 Phone 08/07/21 12:10 Theft - Shoplifting 2021067243 Theft - Shoplifting WP21021153 Phone 08/07/21 13:21 Theft - Shoplifting 2021067260 Theft - Shoplifting WP21021158 911 08/11/21 11:27 Theft - Shoplifting 2021068539 Theft - Shoplifting WP21021564 Phone 08/17/21 00:25 Theft - Shoplifting 2021070429 Theft - Shoplifting WP21022135 Officer 08/21/21 17:29 Theft - Shoplifting 2021071860 Theft - Shoplifting WP21022592 911 08/22/21 14:04 Theft - Shoplifting 2021072133 Theft - Shoplifting WP21022681 Phone 08/22/21 14:52 Theft - Shoplifting 2021072147 Theft WP21022688 Phone 08/26/21 15:21 Theft - Shoplifting 2021073411 Theft - Shoplifting WP21023079 911 08/30/21 09:34 Theft - Shoplifting 2021074571 Theft - Shoplifting WP21023431 Phone Threats Total: 2 08/12/21 21:05 Threats 2021069115 Threats WP21021726 911 08/25/2117:54 Threats 2021073132 Harassment WP21022997 Phone Tow Total: 1 08/09/2115:52 Tow 2021067920 Phone Traffic - Complaint Total: 32 08/01/21 16:20 Traffic - Complaint 2021065193 Traffic - Complaint WP21020634 911 08/01/21 18:51 Traffic - Complaint 2021065237 Traffic - Complaint WP21020647 911 08/02/21 17:56 Traffic - Complaint 2021065532 Traffic - Complaint WP21020740 911 08/03/21 19:44 Traffic - Complaint 2021065919 Traffic - Complaint WP21020825 911 08/04/21 13:04 Traffic - Complaint 2021066119 Traffic - Complaint WP21020880 Phone 08/04/21 15:37 Traffic - Complaint 2021066160 Traffic - Complaint WP21020891 Phone Page 22 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/09/21 07:53 Traffic - Complaint 2021067780 Traffic - Complaint WP21021308 Phone 08/11/21 18:46 Traffic - Complaint 2021068709 Traffic - Complaint WP21021621 Phone 08/12/21 09:43 Traffic - Complaint 2021068897 Traffic - Complaint WP21021660 Phone 08/12/21 22:16 Traffic - Complaint 2021069135 Traffic - Complaint WP21021734 Phone 08/13/21 18:57 Traffic - Complaint 2021069395 Traffic - Complaint WP21021815 911 08/14/21 02:10 Traffic - Complaint 2021069501 Traffic - Complaint WP21021846 911 08/16/21 14:29 Traffic - Complaint 2021070235 Traffic - Complaint WP21022073 Phone 08/16/21 18:49 Traffic - Complaint 2021070347 Traffic - Complaint WP21022104 Phone 08/17/21 19:05 Traffic - Complaint 2021070666 Traffic - Complaint WP21022217 911 08/19/21 23:46 Traffic - Complaint 2021071361 Traffic - Complaint WP21022449 911 08/20/21 17:38 Traffic - Complaint 2021071584 Traffic - Complaint WP21022509 911 08/21/21 20:12 Traffic - Complaint 2021071933 Traffic - Complaint WP21022611 Phone 08/21/21 21:49 Traffic - Complaint 2021071969 Traffic - Complaint WP21022621 Phone 08/22/21 18:26 Traffic - Complaint 2021072199 Traffic - Complaint WP21022703 911 08/23/21 17:40 Traffic - Complaint 2021072479 Traffic - Complaint WP21022792 911 08/24/21 01:47 Traffic - Complaint 2021072589 Traffic - Complaint WP21022833 911 08/24/21 14:18 Traffic - Complaint 2021072716 Traffic - Complaint WP21022875 Phone 08/25/21 13:37 Traffic - Complaint 2021073048 Traffic - Complaint WP21022974 Phone 08/25/21 14:09 Traffic - Complaint 2021073056 Traffic - Complaint WP21022977 Phone 08/27/21 12:58 Traffic - Complaint 2021073656 Traffic - Complaint WP21023159 Phone 08/27/21 13:10 Traffic - Complaint 2021073660 Traffic - Complaint WP21023161 Phone 08/28/21 11:34 Traffic - Complaint 2021073977 Traffic - Complaint WP21023252 Phone 08/30/21 10:15 Traffic - Complaint 2021074585 Traffic - Complaint WP21023437 Phone 08/30/21 14:22 Traffic - Complaint 2021074648 Traffic - Complaint WP21023460 Phone 08/30/21 17:18 Traffic - Complaint 2021074703 Traffic - Complaint WP21023476 Phone 08/30/21 18:28 Traffic - Complaint 2021074729 Traffic - Complaint WP21023482 Phone Traffic - Hazard Total: 4 08/04/21 04:06 Traffic - Hazard 2021066019 Traffic - Hazard WP21020850 Phone 08/17/21 15:41 Traffic - Hazard 2021070601 Traffic - Hazard WP21022194 911 08/26/21 07:46 Traffic - Hazard 2021073281 Phone 08/31/21 18:30 Traffic - Hazard 2021075087 Traffic - Hazard WP21023588 Phone Traffic Stop Total: 344 08/01/21 00:21 Traffic Stop 2021065008 Officer 08/01/21 00:29 Traffic Stop 2021065012 Officer 08/01/21 01:25 Traffic Stop 2021065019 Officer 08/01/21 01:45 Traffic Stop 2021065023 Officer 08/01/21 02:04 Traffic Stop 2021065024 Officer 08/01/21 06:23 Traffic Stop 2021065042 Officer 08/01/21 11:04 Traffic Stop 2021065088 Officer 08/01/21 17:53 Traffic Stop 2021065215 Officer 08/01/21 21:06 Traffic Stop 2021065268 Officer 08/02/21 00:32 Traffic Stop 2021065312 Drugs WP21020669 Officer 08/02/21 12:15 Traffic Stop 2021065424 Officer 08/02/21 12:22 Traffic Stop 2021065426 Officer 08/02/21 12:33 Traffic Stop 2021065430 Traffic Stop WP21020703 Officer Page 23 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/02/21 12:51 Traffic Stop 2021065436 Officer 08/02/21 13:39 Traffic Stop 2021065451 Traffic Stop WP21020710 Officer 08/02/21 14:32 Traffic Stop 2021065468 Traffic Stop WP21020718 Officer 08/02/21 14:58 Traffic Stop 2021065479 Traffic Stop WP21020728 Phone 08/02/21 20:11 Traffic Stop 2021065562 Traffic Stop WP21020748 Officer 08/02/21 20:25 Traffic Stop 2021065566 Officer 08/02/21 23:03 Traffic Stop 2021065593 Officer 08/03/21 01:09 Traffic Stop 2021065607 Officer 08/03/21 18:50 Traffic Stop 2021065890 Officer 08/03/21 21:07 Traffic Stop 2021065952 Officer 08/03/21 21:34 Traffic Stop 2021065963 Officer 08/03/21 23:11 Traffic Stop 2021065993 Officer 08/04/21 01:09 Traffic Stop 2021066008 Officer 08/04/21 15:31 Traffic Stop 2021066157 Officer 08/04/21 17:07 Traffic Stop 2021066192 Officer 08/04/21 20:03 Traffic Stop 2021066248 Officer 08/04/21 20:24 Traffic Stop 2021066259 Officer 08/05/21 08:59 Traffic Stop 2021066399 Officer 08/05/21 11:08 Traffic Stop 2021066442 Officer 08/05/21 11:28 Traffic Stop 2021066447 Officer 08/05/21 11:30 Traffic Stop 2021066451 Officer 08/05/21 11:34 Traffic Stop 2021066453 Traffic Stop WP21020969 Officer 08/05/21 11:37 Traffic Stop 2021066455 Officer 08/05/21 12:01 Traffic Stop 2021066464 Traffic Stop WP21020972 Officer 08/05/21 17:32 Traffic Stop 2021066696 Officer 08/05/21 19:26 Traffic Stop 2021066736 Traffic Stop WP21021018 Officer 08/05/21 21:10 Traffic Stop 2021066758 Officer 08/05/21 21:41 Traffic Stop 2021066769 Officer 08/05/21 21:56 Traffic Stop 2021066772 Officer 08/06/21 11:49 Traffic Stop 2021066902 Officer 08/06/21 12:00 Traffic Stop 2021066904 Officer 08/06/21 15:57 Traffic Stop 2021066979 Traffic Stop WP21021079 Officer 08/06/21 16:43 Traffic Stop 2021067000 Officer 08/06/21 18:00 Traffic Stop 2021067032 Officer 08/06/21 21:30 Traffic Stop 2021067112 Officer 08/06/21 21:49 Traffic Stop 2021067119 Officer 08/06/21 21:51 Traffic Stop 2021067120 Officer 08/06/21 22:07 Traffic Stop 2021067132 Traffic Stop WP21021124 Officer 08/06/21 22:25 Traffic Stop 2021067137 Officer 08/06/21 23:05 Traffic Stop 2021067152 Traffic Stop WP21021131 Officer 08/06/21 23:51 Traffic Stop 2021067166 Officer 08/07/21 11:03 Traffic Stop 2021067228 Officer 08/07/21 11:14 Traffic Stop 2021067231 Officer 08/07/21 13:03 Traffic Stop 2021067256 Officer 08/07/21 13:34 Traffic Stop 2021067265 Officer 08/07/21 14:03 Traffic Stop 2021067273 Officer 08/07/21 14:23 Traffic Stop 2021067279 Traffic Stop WP21021164 Officer Page 24 of 31 Incident Start Date/Time Initial Call CFS # 08/07/21 14:47 Traffic Stop 2021067285 08/07/21 14:55 Traffic Stop 2021067287 08/07/21 15:04 Traffic Stop 2021067291 08/07/21 15:18 Traffic Stop 2021067295 08/07/21 16:39 Traffic Stop 2021067321 08/07/21 17:02 Traffic Stop 2021067327 08/07/21 17:13 Traffic Stop 2021067337 08/07/21 17:15 Traffic Stop 2021067339 08/07/21 18:00 Traffic Stop 2021067351 08/07/21 18:49 Traffic Stop 2021067369 08/07/21 19:37 Traffic Stop 2021067383 08/07/21 20:50 Traffic Stop 2021067407 08/07/21 21:09 Traffic Stop 2021067416 08/07/21 21:16 Traffic Stop 2021067421 08/07/21 21:45 Traffic Stop 2021067435 08/07/21 23:51 Traffic Stop 2021067479 08/08/21 08:05 Traffic Stop 2021067514 08/08/21 15:46 Traffic Stop 2021067627 08/08/21 16:38 Traffic Stop 2021067640 08/08/21 17:08 Traffic Stop 2021067646 08/08/21 21:13 Traffic Stop 2021067701 08/08/21 22:28 Traffic Stop 2021067716 08/09/21 00:42 Traffic Stop 2021067746 08/09/21 00:49 Traffic Stop 2021067748 08/09/21 10:28 Traffic Stop 2021067820 08/09/21 12:13 Traffic Stop 2021067861 08/09/21 12:35 Traffic Stop 2021067867 08/09/21 14:01 Traffic Stop 2021067888 08/09/21 14:31 Traffic Stop 2021067895 08/09/21 14:40 Traffic Stop 2021067898 08/09/21 15:18 Traffic Stop 2021067909 08/09/21 17:03 Traffic Stop 2021067936 08/09/21 17:50 Traffic Stop 2021067954 08/09/21 18:06 Traffic Stop 2021067966 08/09/21 19:08 Traffic Stop 2021067988 08/09/21 20:47 Traffic Stop 2021068019 08/09/21 22:32 Traffic Stop 2021068051 08/09/21 23:06 Traffic Stop 2021068061 08/09/21 23:30 Traffic Stop 2021068067 08/10/21 01:22 Traffic Stop 2021068094 08/10/21 12:07 Traffic Stop 2021068219 08/10/21 12:15 Traffic Stop 2021068222 08/10/21 12:35 Traffic Stop 2021068229 08/10/21 16:22 Traffic Stop 2021068296 08/10/21 17:49 Traffic Stop 2021068327 08/10/21 19:30 Traffic Stop 2021068362 08/10/21 20:28 Traffic Stop 2021068374 Final Incident Case Number How Reported Officer Officer Officer Officer Traffic Stop WP21021172 Officer Officer Officer Officer Traffic Stop WP21021180 Officer Traffic Stop WP21021184 Officer Officer Officer Officer Officer Officer Officer Officer Officer Traffic Stop WP21021266 Officer Traffic Stop WP21021269 Officer Officer Officer Officer Traffic Stop WP21021296 Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Traffic Stop WP21021381 Officer Officer Traffic Stop WP21021410 Officer Traffic Stop WP21021413 Officer Officer Officer Officer Traffic Stop WP21021459 Officer Traffic Stop WP21021481 Officer Officer Officer Officer Page 25 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/10/21 21:07 Traffic Stop 2021068391 Officer 08/10/21 21:36 Traffic Stop 2021068401 Officer 08/10/21 21:40 Traffic Stop 2021068403 Officer 08/10/21 21:47 Traffic Stop 2021068404 Officer 08/10/21 21:51 Traffic Stop 2021068407 Officer 08/10/21 22:44 Traffic Stop 2021068422 Officer 08/11/21 02:42 Traffic Stop 2021068452 Officer 08/11/21 12:14 Traffic Stop 2021068557 Officer 08/11/21 12:23 Traffic Stop 2021068560 Traffic Stop WP21021574 Officer 08/11/21 12:23 Traffic Stop 2021068561 Traffic Stop WP21021572 Officer 08/11/21 13:16 Traffic Stop 2021068582 Traffic Stop WP21021578 Officer 08/11/21 13:17 Traffic Stop 2021068583 Officer 08/11/21 13:39 Traffic Stop 2021068590 Officer 08/11/21 13:50 Traffic Stop 2021068593 Officer 08/11/21 14:32 Traffic Stop 2021068614 Officer 08/11/21 15:54 Traffic Stop 2021068641 Officer 08/11/21 15:56 Traffic Stop 2021068644 Traffic Stop WP21021604 Officer 08/11/21 15:59 Traffic Stop 2021068645 Traffic Stop WP21021605 Officer 08/11/21 18:17 Traffic Stop 2021068699 Officer 08/11/21 18:22 Traffic Stop 2021068701 Officer 08/11/21 20:45 Traffic Stop 2021068758 Officer 08/11/21 20:58 Traffic Stop 2021068762 Officer 08/11/21 21:01 Traffic Stop 2021068766 Officer 08/11/21 21:06 Traffic Stop 2021068768 Officer 08/11/21 21:14 Traffic Stop 2021068773 Officer 08/11/21 21:20 Traffic Stop 2021068778 Officer 08/11/21 21:26 Traffic Stop 2021068779 Officer 08/11/21 21:32 Traffic Stop 2021068784 Officer 08/11/21 22:34 Traffic Stop 2021068797 Officer 08/11/21 22:53 Traffic Stop 2021068802 Officer 08/11/21 22:55 Traffic Stop 2021068803 Officer 08/11/21 23:23 Traffic Stop 2021068811 Officer 08/12/21 00:55 Traffic Stop 2021068830 Officer 08/12/21 11:32 Traffic Stop 2021068931 Traffic Stop WP21021669 Officer 08/12/21 14:02 Traffic Stop 2021068982 Officer 08/12/21 21:02 Traffic Stop 2021069112 Officer 08/12/21 22:06 Traffic Stop 2021069131 Officer 08/12/21 23:57 Traffic Stop 2021069157 Officer 08/13/21 00:07 Traffic Stop 2021069159 Officer 08/13/21 00:54 Traffic Stop 2021069170 Officer 08/13/21 09:45 Traffic Stop 2021069233 Officer 08/13/21 09:55 Traffic Stop 2021069236 Officer 08/13/21 10:13 Traffic Stop 2021069243 Officer 08/13/21 12:17 Traffic Stop 2021069289 Officer 08/13/21 18:09 Traffic Stop 2021069383 Traffic Stop WP21021810 Officer 08/13/21 19:30 Traffic Stop 2021069402 Officer 08/13/21 19:57 Traffic Stop 2021069410 Traffic Stop WP21021819 Officer Page 26 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/13/21 20:46 Traffic Stop 2021069428 Officer 08/13/21 23:15 Traffic Stop 2021069465 Officer 08/13/21 23:44 Traffic Stop 2021069468 Officer 08/14/21 12:56 Traffic Stop 2021069603 Officer 08/14/21 14:15 Traffic Stop 2021069630 Traffic Stop WP21021882 Officer 08/14/21 14:56 Traffic Stop 2021069649 Officer 08/14/21 15:48 Traffic Stop 2021069665 Officer 08/14/21 20:48 Traffic Stop 2021069754 Officer 08/14/21 21:00 Traffic Stop 2021069757 Traffic Stop WP21021918 Officer 08/14/21 21:11 Traffic Stop 2021069763 Officer 08/15/21 00:44 Traffic Stop 2021069822 Officer 08/15/21 01:00 Traffic Stop 2021069824 Officer 08/15/21 01:15 Traffic Stop 2021069827 Officer 08/15/21 01:27 Traffic Stop 2021069834 Officer 08/15/21 07:51 Traffic Stop 2021069854 Officer 08/15/21 09:24 Traffic Stop 2021069866 Officer 08/15/21 10:44 Traffic Stop 2021069872 Traffic Stop WP21021955 Officer 08/15/21 12:42 Traffic Stop 2021069901 Officer 08/15/21 14:04 Traffic Stop 2021069920 Officer 08/15/21 14:12 Traffic Stop 2021069923 Officer 08/15/21 14:56 Traffic Stop 2021069937 Officer 08/15/21 15:06 Traffic Stop 2021069938 Officer 08/15/21 15:13 Traffic Stop 2021069942 Traffic Stop WP21021976 Officer 08/15/21 15:29 Traffic Stop 2021069948 Officer 08/15/21 20:09 Traffic Stop 2021070027 Officer 08/15/21 21:13 Traffic Stop 2021070044 Traffic Stop WP21022008 Officer 08/15/21 21:25 Traffic Stop 2021070054 Drugs WP21022011 Officer 08/15/21 22:30 Traffic Stop 2021070070 Traffic Stop WP21022016 Officer 08/16/21 11:35 Traffic Stop 2021070187 Officer 08/16/21 12:12 Traffic Stop 2021070199 Officer 08/16/21 12:16 Traffic Stop 2021070201 Officer 08/16/21 12:16 Traffic Stop 2021070202 08/16/21 12:18 Traffic Stop 2021070203 Agency Assist WP21022065 Officer 08/16/21 14:06 Traffic Stop 2021070228 Officer 08/16/21 15:11 Traffic Stop 2021070251 Officer 08/16/21 20:05 Traffic Stop 2021070370 DUI WP21022114 Phone 08/16/21 20:38 Traffic Stop 2021070378 Officer 08/16/21 23:56 Traffic Stop 2021070423 Officer 08/17/21 00:00 Traffic Stop 2021070424 Traffic Stop WP21022133 Officer 08/17/21 02:52 Traffic Stop 2021070447 Officer 08/17/21 08:50 Traffic Stop 2021070478 Officer 08/17/21 13:27 Traffic Stop 2021070553 Traffic Stop WP21022179 Officer 08/17/21 13:42 Traffic Stop 2021070560 Traffic Stop WP21022180 Officer 08/17/21 15:39 Traffic Stop 2021070599 Traffic Stop WP21022192 Officer 08/17/21 17:36 Traffic Stop 2021070637 Traffic Stop WP21022206 Officer 08/17/21 17:53 Traffic Stop 2021070643 DUI WP21022211 Officer 08/17/21 19:20 Traffic Stop 2021070670 Officer Page 27 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/17/21 20:59 Traffic Stop 2021070690 Officer 08/17/21 21:30 Traffic Stop 2021070697 Officer 08/17/21 21:35 Traffic Stop 2021070699 Officer 08/17/21 23:39 Traffic Stop 2021070720 Officer 08/18/21 00:33 Traffic Stop 2021070729 Traffic Stop WP21022244 Officer 08/18/21 00:33 Traffic Stop 2021070730 Officer 08/18/21 07:17 Traffic Stop 2021070751 Officer 08/18/21 13:14 Traffic Stop 2021070827 Officer 08/18/21 16:41 Traffic Stop 2021070923 Officer 08/18/21 16:48 Traffic Stop 2021070926 Officer 08/18/21 17:08 Traffic Stop 2021070932 Officer 08/18/21 17:23 Traffic Stop 2021070943 Traffic Stop WP21022318 Officer 08/18/21 21:06 Traffic Stop 2021071004 Officer 08/18/21 23:27 Traffic Stop 2021071030 Traffic Stop WP21022349 Officer 08/19/21 04:18 Traffic Stop 2021071052 Officer 08/19/21 10:32 Traffic Stop 2021071107 Officer 08/19/21 10:49 Traffic Stop 2021071114 Officer 08/19/21 14:01 Traffic Stop 2021071169 Traffic Stop WP21022391 Officer 08/19/21 16:12 Traffic Stop 2021071212 08/19/21 18:33 Traffic Stop 2021071265 Traffic Stop WP21022425 Officer 08/19/21 19:34 Traffic Stop 2021071290 Officer 08/19/21 19:44 Traffic Stop 2021071292 Officer 08/19/21 19:58 Traffic Stop 2021071295 Officer 08/19/21 20:05 Traffic Stop 2021071299 Traffic Stop WP21022433 Officer 08/19/21 20:13 Traffic Stop 2021071304 Officer 08/19/21 20:58 Traffic Stop 2021071319 Officer 08/19/21 21:19 Traffic Stop 2021071328 Officer 08/19/21 21:23 Traffic Stop 2021071330 Officer 08/19/21 21:44 Traffic Stop 2021071334 Officer 08/19/21 21:59 Traffic Stop 2021071336 Officer 08/19/21 22:23 Traffic Stop 2021071339 Officer 08/19/21 23:02 Traffic Stop 2021071348 Officer 08/20/21 04:39 Traffic Stop 2021071380 Officer 08/20/21 09:07 Traffic Stop 2021071412 Officer 08/20/21 11:21 Traffic Stop 2021071444 Officer 08/20/21 13:30 Traffic Stop 2021071479 Traffic Stop WP21022476 Officer 08/20/21 14:38 Traffic Stop 2021071499 Officer 08/20/21 15:45 Traffic Stop 2021071526 Officer 08/20/21 16:53 Traffic Stop 2021071561 Officer 08/20/21 17:12 Traffic Stop 2021071571 Officer 08/20/21 17:14 Traffic Stop 2021071572 Officer 08/20/21 17:40 Traffic Stop 2021071585 Officer 08/20/21 17:53 Traffic Stop 2021071590 Officer 08/20/21 19:17 Traffic Stop 2021071621 Officer 08/20/21 21:45 Traffic Stop 2021071663 Officer 08/20/21 22:08 Traffic Stop 2021071668 Officer 08/20/21 22:41 Traffic Stop 2021071676 Officer Page 28 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/20/21 22:45 Traffic Stop 2021071677 Officer 08/21/21 04:30 Traffic Stop 2021071725 Officer 08/21/21 06:52 Traffic Stop 2021071733 Officer 08/21/21 15:12 Traffic Stop 2021071825 Officer 08/21/21 15:57 Traffic Stop 2021071836 Traffic Stop WP21022585 Officer 08/21/21 19:23 Traffic Stop 2021071914 Officer 08/21/21 23:16 Traffic Stop 2021072001 Officer 08/22/21 11:41 Traffic Stop 2021072106 Traffic Stop WP21022669 Officer 08/22/21 14:22 Traffic Stop 2021072137 Officer 08/22/21 17:54 Traffic Stop 2021072185 Officer 08/22/21 21:06 Traffic Stop 2021072231 Officer 08/22/21 22:19 Traffic Stop 2021072245 Officer 08/22/21 22:40 Traffic Stop 2021072250 Officer 08/23/21 12:00 Traffic Stop 2021072359 Officer 08/23/21 13:58 Traffic Stop 2021072388 Officer 08/23/21 14:51 Traffic Stop 2021072405 Officer 08/23/21 15:33 Traffic Stop 2021072424 Officer 08/23/21 21:35 Traffic Stop 2021072552 Officer 08/23/21 21:54 Traffic Stop 2021072556 Drugs WP21022822 Officer 08/24/21 13:23 Traffic Stop 2021072694 DUI WP21022869 Officer 08/25/21 05:54 Traffic Stop 2021072929 Officer 08/25/21 11:30 Traffic Stop 2021073006 Officer 08/25/21 14:58 Traffic Stop 2021073069 Officer 08/25/21 15:19 Traffic Stop 2021073074 Officer 08/25/21 17:15 Traffic Stop 2021073120 Officer 08/25/21 17:24 Traffic Stop 2021073123 Officer 08/25/21 20:22 Traffic Stop 2021073184 Officer 08/25/21 21:29 Traffic Stop 2021073211 Traffic Stop WP21023021 Officer 08/25/21 22:08 Traffic Stop 2021073224 Court Order Violation WP21023144 Officer 08/25/21 22:58 Traffic Stop 2021073241 Officer 08/25/21 23:26 Traffic Stop 2021073245 Officer 08/26/21 00:18 Traffic Stop 2021073253 Officer 08/26/21 00:29 Traffic Stop 2021073258 Officer 08/26/21 04:48 Traffic Stop 2021073272 Officer 08/26/21 05:05 Traffic Stop 2021073273 Officer 08/26/21 11:46 Traffic Stop 2021073353 Traffic Stop WP21023065 Officer 08/26/21 14:25 Traffic Stop 2021073386 Officer 08/26/21 15:51 Traffic Stop 2021073424 Officer 08/26/21 16:04 Traffic Stop 2021073428 Traffic Stop WP21023083 Officer 08/26/21 19:49 Traffic Stop 2021073486 Officer 08/26/21 20:32 Traffic Stop 2021073496 Officer 08/26/21 21:24 Traffic Stop 2021073509 Officer 08/26/21 22:58 Traffic Stop 2021073533 Officer 08/27/21 12:42 Traffic Stop 2021073652 Officer 08/27/21 16:06 Traffic Stop 2021073721 Traffic Stop WP21023181 Officer 08/27/21 17:45 Traffic Stop 2021073764 Officer 08/27/21 18:15 Traffic Stop 2021073780 Officer Page 29 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 08/27/21 18:18 Traffic Stop 2021073783 Officer 08/27/21 18:20 Traffic Stop 2021073785 Officer 08/27/21 19:14 Traffic Stop 2021073806 Officer 08/27/21 19:31 Traffic Stop 2021073808 Traffic Stop WP21023208 Officer 08/27/21 19:40 Traffic Stop 2021073811 Officer 08/27/21 20:29 Traffic Stop 2021073822 Officer 08/27/21 20:31 Traffic Stop 2021073823 Officer 08/28/21 12:32 Traffic Stop 2021073992 Officer 08/28/21 15:00 Traffic Stop 2021074031 Officer 08/28/21 17:48 Traffic Stop 2021074073 Officer 08/29/21 14:57 Traffic Stop 2021074356 Officer 08/29/21 15:11 Traffic Stop 2021074359 Officer 08/29/21 16:56 Traffic Stop 2021074384 Traffic Stop WP21023372 Officer 08/29/21 20:38 Traffic Stop 2021074443 Officer 08/29/21 22:26 Traffic Stop 2021074481 Traffic Stop WP21023398 Officer 08/29/21 23:41 Traffic Stop 2021074495 Traffic Stop WP21023404 Officer 08/30/21 00:04 Traffic Stop 2021074498 Officer 08/30/21 07:24 Traffic Stop 2021074541 Traffic Stop WP21023420 Officer 08/30/21 07:33 Traffic Stop 2021074544 Officer 08/30/21 07:42 Traffic Stop 2021074546 Officer 08/30/21 21:39 Traffic Stop 2021074785 Officer 08/30/21 21:46 Traffic Stop 2021074786 Officer 08/31/21 00:41 Traffic Stop 2021074813 Officer 08/31/21 00:49 Traffic Stop 2021074815 Officer 08/31/21 01:00 Traffic Stop 2021074816 Officer 08/31/21 01:38 Traffic Stop 2021074823 Officer 08/31/21 07:07 Traffic Stop 2021074846 Traffic Stop WP21023521 Officer 08/31/21 08:16 Traffic Stop 2021074862 Traffic Stop WP21023524 Officer 08/31/21 08:42 Traffic Stop 2021074868 Officer 08/31/21 08:48 Traffic Stop 2021074869 Officer 08/31/21 08:50 Traffic Stop 2021074871 Officer 08/31/21 09:05 Traffic Stop 2021074874 Traffic Stop WP21023525 Officer 08/31/21 09:21 Traffic Stop 2021074877 Traffic Stop WP21023527 Officer 08/31/21 09:35 Traffic Stop 2021074883 Officer 08/31/21 15:31 Traffic Stop 2021075004 Traffic Stop WP21023570 Officer 08/31/21 15:56 Traffic Stop 2021075017 Officer 08/31/21 16:08 Traffic Stop 2021075019 Officer 08/31/21 17:28 Traffic Stop 2021075059 Officer 08/31/21 18:03 Traffic Stop 2021075073 Officer 08/31/21 18:41 Traffic Stop 2021075091 Officer 08/31/21 20:50 Traffic Stop 2021075126 Officer 08/31/21 21:27 Traffic Stop 2021075143 Officer 08/31/21 21:35 Traffic Stop 2021075145 Officer 08/31/21 21:59 Traffic Stop 2021075158 Officer 08/31/21 22:00 Traffic Stop 2021075160 Officer 08/31/21 22:16 Traffic Stop 2021075167 Officer 08/31/21 23:21 Traffic Stop 2021075186 Officer Page 30 of 31 Incident Start Date/Time Initial Call CFS # 08/31/21 23:27 Traffic Stop 2021075189 08/31/21 23:40 Traffic Stop 2021075193 Traffic Stop ; Motorist Aid Total: 1 08/30/21 07:30 Traffic Stop ; Motorist 2021074543 Training Total: 14 Final Incident Case Number How Reported Officer Officer Officer 08/09/2108:46 Training 2021067793 08/10/2108:04 Training 2021068135 08/12/2108:08 Training 2021068867 08/13/2112:46 Training 2021069299 Phone 08/16/2108:17 Training 2021070134 08/20/2108:13 Training 2021071402 08/23/2108:21 Training 2021072307 08/24/2108:36 Training 2021072631 08/25/2114:22 Training 2021073060 08/27/2115:07 Training 2021073699 Phone 08/27/2115:37 Training 2021073713 08/30/2106:32 Training 2021074535 08/31/2106:30 Training 2021074837 08/31/2107:54 Training 2021074856 Trespass Total: 2 08/14/21 12:29 Trespass 2021069597 Trespass WP21021876 911 08/18/21 20:00 Trespass 2021070984 Intoxicated Person WP21022333 Phone Unwanted Person Total: 8 08/03/21 20:12 Unwanted Person 2021065932 Unwanted Person WP21020830 911 08/05/21 23:07 Unwanted Person 2021066789 Unwanted Person WP21021026 Phone 08/15/21 03:19 Unwanted Person 2021069844 Unwanted Person WP21021945 911 08/17/21 20:21 Unwanted Person 2021070676 Unwanted Person WP21022222 Phone 08/19/21 17:12 Unwanted Person 2021071241 Unwanted Person WP21022415 911 08/29/21 20:55 Unwanted Person 2021074453 Unwanted Person WP21023387 911 08/30/21 23:37 Unwanted Person 2021074804 Unwanted Person WP21023505 Phone 08/31/21 02:14 Unwanted Person 2021074825 Unwanted Person WP21023511 911 Unwanted Person; Drugs Total: 1 08/18/21 16:27 Unwanted Person; 2021070913 Court Order Violation WP21022309 Phone Warrant - Arrest Total: 1 08/17/21 23:20 Warrant - Arrest 2021070719 Warrant - Arrest WP21022237 911 Warrant - Attempt Total: 2 08/02/21 00:20 Warrant - Attempt 2021065310 Officer 08/03/21 10:30 Warrant - Attempt 2021065674 Warrant - Arrest WP21020782 Officer Total Records: 1234 Page 31 of 31