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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
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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
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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
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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
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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
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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
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\ 'K CITY OF
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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
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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.
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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.
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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!
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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.'
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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
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6 i a aye -, I
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3
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Cad �� Slno eA
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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,
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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
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ADA CONCRETE WALK, BITUMINOUS PARKING LOT
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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
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BID 08/18/2021
CITY OF MONTICELLO, MINNESOTA
SHEET
PROFESSIONAL ENGINE UNDER THE LAWS OF THE STATE OF MINNESOTA.
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BOLTON
WILPhone MINNESOTA 56201
Phone: 231-3956
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JUSTIN L. KANNF P.E.
& M E N K
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GENERAL
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www.bolton-menk.com
CLIENT No.
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FOR BITUMINOUS REMOVAL
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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
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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.
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GEOTEXTILE FABRIC,
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FABRIC ANCHORAGE TRENCH
BACKFILL WITH TAMPED
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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)
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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
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92? --NEW RESTROOM
93
ILDING (SEE
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A PLA
921A'&\
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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,
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Eo�TR CATE
INSTAL WAGED
I F&I: ISABLED
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PAR NG SIGN
908.46
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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
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A PLA
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..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
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----- --------- 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
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ENGINEERING;
DESIGN
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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
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SLOPE SLAB 4 BARS 12" OC POURED EXPANSION
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BACKFILL 8" SLAB JOINT
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PRECAST BUILDING
44 DOWEL 12" OC
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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
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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
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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.)
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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.
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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
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8.. B..
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EXTERIOR PHOTO EYE
EXTERIOR LIGHT (TYPICAL)
AL�
DOOR COLOR: ❑ DOOR COLOR: ❑ DOOR COLOR:
BLACK ALDER BLACK ALDER BLACK ALDER
SW3022 SW3022 SW3022
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(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"
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&INTERIOR SUPPORT
WALLS TO BE SIZED PER
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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
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FLOUR OPENING
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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.
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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
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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
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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,
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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.
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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.
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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.
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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
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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.
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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,
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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
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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.
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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.
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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.
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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
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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).
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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
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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.
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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).
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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.
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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
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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
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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.
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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
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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.
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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.
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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
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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;
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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
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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
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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.
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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.
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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
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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.
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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.
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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.
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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
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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.
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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
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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
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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
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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.
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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
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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
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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
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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.
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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.
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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
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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.
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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
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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:
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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
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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
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Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,
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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.
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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
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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.
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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...................................................................
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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
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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.
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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
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DIVISION 2
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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
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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
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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
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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
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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
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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
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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
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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
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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.
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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
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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
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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.
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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.
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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
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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
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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.
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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.
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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.
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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.
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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.
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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.
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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
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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
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STEPS AT
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8"
8"
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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
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CONCRETE MORTAR ALL SIDES
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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 �
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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
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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
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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
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Title:
Standard Plate Library Riprap Detail
Cit of Monticello
City
Date: 03-05 Plate No.
Revised: 4009
- _ 03-15
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2. u� O SS o 0 SS o ° 880 ° 88 0 ° 88 0
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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
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p U
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o
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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
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0
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0
0
0
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0
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0
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0
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0
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. 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
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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
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Title:
Trench Utility For
Standard Plate LibraryJoint
Town Houses
City of Monticello
Date:
Plate No.
03-05
-- --___�
7004
Revised:
03-15
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Title:
Service Drop Locations
for all Developments
Date: 03-05 Plate No.
Revised: 03-15 7005
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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
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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.,
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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
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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
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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
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Products
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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
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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
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4013 Cedar St, Monticello, MN 55362-4524 directions on your mobile device:
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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
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3. Turn left onto State Highway 55/MN-55. Continue to follow MN -55.
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4. Turn slight right onto Highway 25/MN-25. Continue to follow MN -25.
MN -25 is 0.2 miles past 3rd Ave.
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Dundas Rd is 0.2 miles past School Blvd.
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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.
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DATE: 09/02/2021
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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
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DRAWN: SRM/JWM
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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
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WATERMAIN
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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
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ELM STREET
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CITY OF MONTICELLO /
SECTION 10, TOWNSHIP 727, RANGE 25
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FENCE LINE
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BITUMINOUS SURFACE
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SHEET NUMBER:
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ALTA/NSPS LAND TITLE of
SURVEY 1
PROJECT NUMBER: 030308.00 1 DATE: 04/02/2021
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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.
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BEARING ORIENTATION:
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SCALE IN FEET
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SCALE: 1 INCH = 60 FEET
Westwood
Professional Services, Inc.
Sheet 2 of 3 Sheets
STONY BROOK VILLAGE
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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
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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
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/ 1
/ FD. 1/2 OPEN; LS #15233
I
-
-POTENTIAL OVERLAP
T X
- - 10.5±
X
POSSIBLE FENCE ENCROACHMEI
IX
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- 11.2±
I- >
OC,)::Q
W dS
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I 0 \
\ 3
7/_, ���/ ,� \
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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)
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IN OPEN -'
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\ 3
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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
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- 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
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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
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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
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NOTE: ALL TEMPORARY CUL-DE-SACS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS.
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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
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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
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OR CITY APPROVED EQUAL.
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OVERFLOW AT TOP of
FILTER ASSEMBLY
FOR THE NEW R -3290 -VB STANDARD
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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
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SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING
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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
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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
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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
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Standard Plate Library Stapling Patterns & Installation
City of Monticello Date: Plate No.
Revised:03-0$03-15 6011
STONY BROOK VILLAGE
MONTICELLO, MINNESOTA
0
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30' I 30'
R/W I R/W
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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
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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
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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 ##
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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:
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Common Ground Alliance
CONSTRUCTION PLANS
SWPPP NOTES
PROJECT NUMBER: 0030308.00
SHEET NUMBER:
7
DATE: 08/17/21
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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
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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
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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
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0
a
0
0
3
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0
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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
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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
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HWL 934.0 EOF
W 39. 934 34.7 Qo
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932
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s ELEV 936.90_ INFILT. BASIN (2P)
38.8
NWL 932.5
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938 E % / 'P OE 934.0
1�p, _ 201 2 936 3.5 P HWL 934.8
1.22 AC 40
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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
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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 .
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- STO
N SA - �SCCL �SAb� S N SAN SAN -
AN SAN SAN SAN
Q �o
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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
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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
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STC
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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:
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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
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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
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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
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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
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DRAWN: CTY
HORIZONTAL SCALE: ###
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07/27/21 43358
DATE: LICENSE NO.
VERTICAL SCALE: ### OR ##
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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: ###
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07/27/21 43358
DATE: LICENSE NO.
VERTICAL SCALE: ### OR ##
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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
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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
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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
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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
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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
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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
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4-111AY CONNECTOR OR
TRACE WIRE ON NORTH I TWO 3 -WAY CONNECTORS
SIDE OF WATER MAIN I WITH SHORT JUMPERWIRE
P{PE 1
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I TRACE WIRE ACCESS BOX
I AND DRIVE-IN MAGNESIUM
WATERSERVICE I GROUNDING ANODE (SEE
(TYP)----------- WATER SERVICEDETAIL)
r -
sl
I
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ABOVE GROUND ACCESS BOX (TYP)
SECURED TO HYDRANT FLANGE I
(SEE HYDRANT DETAIL) } I
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HYDRANT I CLAD STEEL - BLUE
I ITYP)
I
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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
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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
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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"
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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
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(EXAMPLE: 2668 )
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I
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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
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5 11
OF
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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
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FINISH SIZE NOTED ON PLAN
(EXAMPLE: 2668 )
R.O. 1" WIDER, 83" HIGH
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FINISH SIZE NOTED ON PLAN
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1,
WINDOW SCHEDULE
FLOOR WINDOW LABEL
RGH. OPNG.
DESCRIPTION
LEVEL
d �U
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Al
72" x 96"
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106" x 66"
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80" x 66"
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36" x 54"
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48" x 24"
PICT. WDW.
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IN 40'-0"
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MATCH DRIVEWAY HT. / SLOPE
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SHEET
6 11
OF
GREAT ROOM DEN
9'CLG. /CARPET O NER'S SUITE
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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
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INSUL.
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AGENT: X
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REVISIONS:
8-10-21 APP SET
7 SHEETI 1
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REVISIONS:
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Eq: X
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9 SHEET, q
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H�
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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
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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.
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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.
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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
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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:
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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.
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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
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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
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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
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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
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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.
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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.
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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.
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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
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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
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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
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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.
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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
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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:
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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.
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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
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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:
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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
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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
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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.
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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
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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