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City Council Agenda Packet 06-13-2016AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 13, 2016 — 6:30 p.m. Mississippi Room, Monticello Community Center Mayor: Brian Stumpf Council Members: Charlotte Gabler, Lloyd Hilgart, Tom Perrault, Glen Posusta 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Meeting Minutes • Special Meeting Minutes from May 23, 2016 • Regular Meeting Minutes from May 23, 2016 C. Consideration of Adding Items to Agenda D. Citizen Comments • Presentation by Nate Vassar from CenterPoint Energy on donation of grant for AED E. Public Service Announcements/Updates • Movie in the Park • Construction Update F. Council Liaison Updates • Parks Commission • IEDC • Planning Commission • EDA • MOAA G. Department Updates • City Administrator Update • Department Updates — Building Department 2. Consent Agenda A. Consideration to approve payment of bills B. Consideration to approve new hires and departures for City departments C. Consideration to approve the sale /disposal of surplus city property D. Consideration to adopt Resolution 2016 -033 approving donations from various sponsors for Walk N Roll Bike Sponsors, Farmer's Market Power of Produce program and entertainment and advertising E. Consideration to adopt Resolution 2016 -034 approving grant /donations from CenterPoint Energy for the purchase of an Automatic External Defibrillator F. Consideration to approve quote from Right Way Caulking Library Building Caulking project in the amount of $12,029 G. Consideration to approve a policy for new customer water meter billing H. Consideration to approve discounts for utility billing customers that sign up for ACH and electronic bills I. Consideration to approve Resolution 2016 -035 in support of Wright County supporting a regional partnership in pursuit of an application to the Federal EDA Short Term Planning Program to assist in the completion of a Comprehensive Economic Development Strategy J. Consideration to approve Massage Therapy Enterprise Licenses and approve Ordinance 647 amending the Therapeutic Massage Enterprises and Massage Therapists ordinance by amending Section 3- 18 -10: Term, Renewal of License K. Consideration to approve Resolution 2016 -036 accepting a petition for vacation of drainage and utility easements for Lot 1, Block 1, of Otter Creek Crossing 1St Addition and calling for a public hearing. Applicant: Rocky Mountain Exchange Holding Company L. Consideration to approve an amended license agreement with Great River Energy M. Consideration to approve a Special Event Permit allowing use of Ellison Park and related assistance in conjunction with Art in the Park/Taste of Monticello on Saturday, July 16, 2016. Applicant: Monticello Chamber of Commerce N. Consideration to approve Change Order #1 to the 2016 Street Reconstruction Project, City Project No. 15C001 O. Consideration to approve Verizon Construction Documents for replacement of existing communication facilities at the communications tower at Public Works P. Consideration to approve plans and specifications for interim improvements at the Bertram Chain of Lakes Regional Park — Athletic Park and to authorize advertisement for bids Q. Consideration to approve pathway micro - surfacing improvements in Meadow Oaks and CSAH 18 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration to approve Access Services Agreement with IRET governing provision of telecommunication services to Monticello Crossings 202 unit qpartment development B. Consideration to authorize a match of $9,000 for approximately three acres of Bertram Lake Shoreland for inclusion in the Bertram Chain of Lakes Re . ig anal Park C. Consideration to approve internal rent for Prairie Center building 5. Added Items 6. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, May 23, 2016 — 5 p.m. Cedar Street /7th Street — Retaining Wall Present: Brian Stumpf, Charlotte Gabler, Tom Perrault, Glen Posusta Absent: Lloyd Hilgart Others: Jeff O'Neill, City staff. Tom Pawelk, Shibani Bisson, Angela Schumann 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5:45 P.M. 2. Review of Color Options for TH 25, 7th Street and Cedar Street Retaining Wall The City Council viewed the wall and discussed color options. It was a consensus of the group that the option labeled #3 was preferred. It was also discussed that they would like more red color to be included in the option. 3. Adjournment By consensus the meeting was adjourned at 6 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes — May 23, 2016 Page 1 1 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, May 23, 2016 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Brian Stumpf, Charlotte Gabler, Lloyd Hilgart, Tom Perrault, and Glen Posusta Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Brian Stumpf called the meeting to order at 6:30 p.m. with a quorum present. The pledge of allegiance was recited. B. Approval of Meeting Minutes • Regular Meeting Minutes from May 9, 2016 Tom Perrault moved approval of the regular meeting minutes. Charlotte Gabler seconded the motion. Motion carried unanimously. C. Consideration of Adding Items to the Agenda • Brian Stumpf added 4C — Retaining Wall Color D. Citizen Comments • None E. Public Service Announcements • City of Monticello Memorial Day hours. • Walk -n -Roll event will be held June 11. • Shibani Bisson, WSB /City Engineer, provided a construction update. Glen Posusta commented about people blocking intersections when waiting for a signal light to change. Ms. Bisson noted that this may be improved with the next phase of construction. F. Council Liaison Updates • MCC Advisory Board. Brian Stumpf provided an update: - Membership numbers are up 12.5% from last year. - Discussion on Friendship Island. - Discussion on Pickle Ball going down to one day of week for the summer. • FiberNet Advisory Board. Charlotte Gabler provided an update which included: - Reviewed subscriber numbers. City Council Minutes — May 23, 2016 Page 1 1 7 Discussion on potential third party management and the Special City Council meeting to be held May 26 on the candidates • EDA. Lloyd Hilgart gave a brief overview of the meeting which included: - Declaration of Covenants for Otter Creek - Purchase agreement for Clear Creek. - Approved farm lease. • Councilmembers Hilgart and Gabler provided a positive overview of their trip to Washington D. C. as a part of the I -94 Coalition. • Brian Stumpf noted that there was a meeting of the MOAA and they did approve a motion for denial of solar facilities in the orderly annexation area. G. Department Updates • City Administrator Jeff O'Neill provided an update on the following items: 1. Coalition of Utility Cities and the method of taxing Power Generating Facilities. This year a bill failed, however, it is anticipated to be brought back to the Legislature next year. 2. All entities that are a part of the Highway 25 Joint Powers Agreement have signed the agreement except for Wright County. They are anticipated to approve the agreement at their next meeting. 3. The City Council will receive a packet of information on the Arvig and CTC proposals for the special meeting on May 26. 4. The City is communicating with Wright County to receive approval for the Fire Department to burn down the `pink house' 2. Consent Agenda Tom Perrault moved approval of the Consent Agenda excluding items A, D, E, F, H, I, K, L, and O. Lloyd Hilgart seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. B. Consideration of approving new hires /departures. Recommendation: Approved the hires for MCC, Liquor Store, Water, Streets and Building and terminations for MCC, Community Development, and Community Center. C. Consideration of approving the sale /disposal of surplus city property. Recommendation: No report this cycle. D. Consideration to adopt Resolution 2016 -033 approving donations from various sponsors for the Farmer's Market Power of Produce program, entertainment and City Council Minutes — May 23, 2016 Page 2 1 7 advertising as well as for Walk -n -Roll sponsors. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. E. Consideration to adopt Resolution 2016 -021 accepting a contribution from the Monticello Lions Club towards the installation of a 200 amp electrical panel at west parking lot of the Monticello Community Center. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. F. Consideration to approve request for Preliminary and Final Plat for Monticello Middle School; Conditional Use Permit for Schools, K -12 use; and Amendment to the Official Monticello Zoning Map for Rezoning from Agricultural Open Space (A -O) District to Single - Family Resident (R -1) District. Applicant: Wold Architects & Engineers. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. G. Consideration to approve a request for Conditional Use Permit for Schools, K -12 use; and Amendment to the Official Monticello Zoning Map for Rezoning from Agricultural Open Space (A -O) District to Single Family Residence (R -1) District. Recommendation: Approved the adoption of Ordinance No. 645 rezoning the property from A -O, Agricultural Open Space to R -1, Single Family Residential and approved a Conditional Use Permit. H. Consideration to adopt Ordinance No. 641 for Amendment to the Monticello Zoning Ordinance, Chapter 5, Section 4, as related to temporary use permit requirements for special events. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. I. Consideration to approve Ordinance No. 646 amending the City Code by establishing Title 3, Chapter 19 — Special Event Permit. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. Consideration to approve Ordinance No. 640 and Summary Ordinance 640A for amendment to the Monticello Zoning Ordinance, Chapter 4, Section 5 — Signs, as related to community event signage. Application: City of Monticello. Recommendation: Adopted Ordinance No. 640 approving an amendment to Chapter 4, Section 5, and adopted Summery Ordinance No. 640A for publishing. K. Consideration to approve a license agreement with Great River Energy for the use of Outlot B, Otter Creek Crossing 3rd Addition for helicopter landing associated with installation of swan diverters on powerlines. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. L. Consideration to approve a special event permit allowing use of Ellison Park, West Bridge Park, Pioneer Park, core city public right of way, Community Center City Council Minutes — May 23, 2016 Page 3 1 7 parking lot and related city assistance in conjunction with the annual Riverfest community celebration on July 14 -17, 2016. Applicant: Riverfest Committee. Recommendation: ITEM WAS REMOVED FROM CONSENT AGENDA. M. Consideration to authorize submittal of land use applications to the City of Monticello as related to a potential industrial use expansion on Outlot A, Otter Creek Crossing 1St Addition and Outlot C, Otter Creek Crossing 3rd Addition by Clear Creek Land Company, LLC. Recommendation: Approved the land use application. N. Consideration to accept Amendment to Declaration of Protective Covenants, Conditions, and Protections for Otter Creek Crossing 3rd Addition. Recommendation: Approved the Amendment of Declaration of Protective Covenants and Protections for Otter Creek Crossing 3rd Addition. O. Consideration to approve the purchase of Phases IX and X of the Bertram Chain of Lakes Regional Park, including funding of approximately $558,090 of purchase at closing, and to approve corresponding purchase documents: Phase IX Purchase Agreement; Phase X Purchase Agreement; and Seventh Addendum to the Memorandum of Understanding between the City of Monticello, Wright County, and the YMCA. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. 2A. Consideration of items removed from the consent agenda for discussion. A. Consideration to approve payment of bills. Tom Perrault noted that an expense on page three to Campbell Knutson was charged to the Liquor Store. This should have been coded to Liquor Licensing. Tom Perrault moved to approve the payment of bills. Charlotte Gabler seconded the motion. Motion carried unanimously. D. Consideration to adopt Resolution 2016 -033 approving donations from various sponsors for the Farmer's Market Power of Produce program, entertainment and advertising as well as for Walk -n -Roll sponsors. Brian Stumpf recognized all of the donors. Brian Stumpf moved approval of Resolution 2016 -033 approving donations. Charlotte Gabler seconded the motion. Motion carried unanimously. E. Consideration to adopt Resolution 2016 -021 accepting a contribution from the Monticello Lions Club towards the installation of a 200 amp electrical panel at the west parking lot of the Monticello Community Center. City Council Minutes — May 23, 2016 Page 4 1 7 Brian Stumpf recognized the donor. There was a question on the source of funding for the balance of the electrical panel. Tom Perrault suggested that funds should be taken out of either the Parks or Community Center budget. Brian Stumpf concurred. Glen Posusta commented that regardless of department funding comes out of the general fund. Glen Posusta moved approval of Resolution 2016 -021 accepting the contribution and having the balance of the electrical panel funded by the general fund. Charlotte Gabler seconded the motion. Motion carried unanimously. F. Consideration to approve request for Preliminary and Final Plat for Monticello Middle School; Conditional Use Permit for Schools, K -12 use; and Amendment to the Official Monticello Zoning Map for Rezoning from Agricultural Open Space (A -O) District to Single- Family Residence (R -1) District. Applicant: Wold Architects & Engineers. Tom Perrault questioned if there is adequate parking. Steve Grittman, NAC, responded that there is enough parking. A revised resolution was provided for approval. Charlotte Gabler moved approval of the request for Preliminary and Final Plat; a Conditional Use Permit; and Amendment to the Zoning Map. Lloyd Hilgart seconded the motion. Motion carried unanimously. H. Consideration to adopt Ordinance No. 641 for Amendment to the Monticello Zoning Ordinance, Chapter 5, Section 4, as related to temporary use permit requirements for special events. Applicant: City of Monticello. Tom Perrault pulled to note that the second decision did not note the ordinance number of 641A (Summary Ordinance). Tom Perrault moved approval of Ordinance 641 to amend Chapter 5, Section 4, as related to temporary use permit requirements for special events and Summary Ordinance 641A. Charlotte Gabler seconded the motion. Motion carried unanimously. I. Consideration to approve Ordinance No. 646 amending the City Code by establishing Title 3, Chapter 19 — Special Event Permit. Charlotte Gabler suggested, after discussion with staff, the ordinance be amended to address noise violations. The language proposed was `Special events shall not operate before 7:00 a.m. or after 10:00 p.m. unless a Special Event Permit (or other permit) for such activity has been approved by the City Council. Such permit supersedes the provisions of City Code 6 -1 -10 (B). City Council Minutes — May 23, 2016 Page 5 1 7 Charlotte Gabler moved approval of Ordinance 646 and Summary Ordinance 646A for publication with the amendment noted above. Tom Perrault seconded the motion. Motion carried unanimously. K. Consideration to approve a license agreement with Great River Energy for the use of Outlot B, Otter Creek Crossing 3Yd Addition for helicopter landing associated with installation of swan diverters on powerlines. Tom Perrault questioned whether or not adjacent landowners were notified. Angela Schumann responded that this was not noted as a requirement in the agreement but the City Council could add that stipulation if desired. Glen Posusta moved approval of the license agreement. Charlotte Gabler seconded the motion. Motion carried unanimously. L. Consideration to approve a special event permit allowing use of Ellison Park, West Bridge Park, Pioneer Park, core city public right of way, Community center parking lot and related city assistance in conjunction with the annual Riverfest community celebration on July 14 -17, 2016. Applicant: Riverfest Committee. Charlotte Gabler questioned whether the new Special Permit approved this evening applied. Angela Schumann responded that this event falls under the provisions of the newly approved Special Event permit ordinance. Charlotte Gabler moved approval of the Special Event Permit. Glen seconded the motion. Motion carried unanimously. O. Consideration to approve the purchase of Phases IX and X of the Bertram Chain of Lakes Regional Park, including funding of approximately $558,090 of purchase at closing, and to approve corresponding purchase documents: Phase IX Purchase Agreement; Phase X Purchase Agreement; and Seventh Addendum to the Memorandum of Understanding between the City of Monticello, Wright County, and the YMCA. Tom Perrault pulled the item to vote no. Glen Posusta moved approval of Alternative 1. Charlotte Gabler seconded the motion. Motion carried 4 -1; Tom Perrault voted against. Regular Agenda: A. Consideration to approve a request for Amendment to the Monticello Zoning Ordinance to allow Entertainment /Recreation Indoor Commercial use in the B -3 (Highway Business) District; and a request for Conditional Use Permit (CUP) City Council Minutes — May 23, 2016 Page 6 1 7 related to Entertainment /Recreation, Indoor Commercial use in the B -3 (Highway Business) District. Applicant: Next Level Baseball and Softball Training Inc. Steve Grittman, NAC, provided a brief overview of the request. He noted that the Planning Commission recommended the item be approved as a permitted use but believes they would support a Conditional Use Permit. Brian Stumpf questioned the distribution of taxes. Wayne Elam responded to the City Council that the owner communicated with Wright County and any space that is being leased out is taxable. Glen Posusta moved approval of Decision 1— Alternative 2 and Decision 2 — Alternative 2. Charlotte Gabler seconded the motion. Motion carried unanimously. B. Consideration to adopt Resolution 2016 -032 accepting bids and awarding contract for the 2016 Street Reconstruction Improvements, City Project 15C001. Shibani Bisson presented the item and noted that Northdale Construction Co. Inc. was the low bidder. There was some discussion on the project. Brian Stumpf questioned why parking was not allowed on River Street but is allowed on Washington Street and 4th Street. Ms. Bisson responded that it pertains to street width but can obtain confirmation. Glen Posusta moved approval of Resolution 2016 -032 accepting bids and awarding contract. Charlotte Gabler seconded the motion. Motion carried 4- 1; Tom Perrault voted against. Mr. Perrault is opposed to the sidewalk on Cedar Street. C. ADDED ITEM.- Approval of the retaining wall located along 7th Street, Highway 25, and Cedar Street. Brian Stumpf noted that there was a consensus of the City Council at the earlier Special Meeting in regard to the retaining wall color. He added to the agenda for a formal motion. Charlotte Gabler moved approval of Option 3 with additional red coloring. Glen Posusta seconded the motion. Motion carried 4 -1; Tom Perrault voted against. Mr. Perrault supported Option 4. By consensus the meeting was adjourned at 7:39 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes — May 23, 2016 Page 7 1 7 City Council Agenda: 06/13/16 2A. Consideration of approving payment of bills (WO) A. 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. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $974,755.50. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: Bill registers Purchase Card registers Accounts Payable WELLS FARGO - Monthly Charges /Returns Computer Check Proof List by Vendor Check Sequence: 2 May 2016 Wells Fargo acct. interest earnings User: Debbie.Davidson 05/31/2016 101 - 00000 - 362110 Printed: 06/01/2016 - 9:23AM Wells Fargo acct.service charge 2,404.49 Batch: 00215.05.2016 - 215.05.2016 Xcel/CPE 101 - 41520 - 443980 May 2016 MCC credit card fees Invoice No Description Amount Payment Date Acct Number Vendor: 1102 CENTERPOINT ENERGY MCC credit card fees 1,378.46 Check Sequence: 1 5/31/2016 5843395 -5 39.15 05/31/2016 21741990- 438100 5/31/2016 5863599 -6 38.22 05/31/2016 101 - 42700 - 438100 5/31/2016 5806932 -5 40.06 05/31/2016 101 - 45201- 438100 5/31/2016 5821009 -5 355.96 05/31/2016 101 - 42200 - 438100 5/31/2016 5799425 334.74 05/31/2016 101 - 43127 - 438100 5131/2016 5799427 75.08 05/31/2016 101 - 43127 - 438100 5/31/2016 5820786 99.80 05/31/2016 101 - 43127 - 438100 5/31/2016 5837384 562.07 05/31/2016 101 - 43127 - 438100 5/31/2016 5864452 -7 240.65 05/31/2016 101 - 45501- 438100 5/31/2016 5788570 -9 85.34 05/31/2016 609 - 49754- 438100 5/31/2016 5804618 -6 15.85 05/31/2016 101 - 45201- 438100 5/31/2016 5768542 -2 152.46 05/31/2016 101 - 41940 - 438100 5/31/2016 5768542 -2 3,525.67 05/31/2016 226 - 45122- 438100 5/31/2016 5768542 -2 57.17 05/31/2016 101 - 45175- 438100 5/31/2016 5768542 -2 76.23 05/31/2016 101 - 42800 - 438100 5/31/2016 5828859 -8 24.35 05/31/2016 101 - 41940 - 438100 5/31/2016 8235331 -9 73.84 05/31/2016 101 - 41941 - 438100 5/31/2016 8235333 -5 41.39 05/31/2016 101 - 41941- 438100 5/31/2016 8000015233 -2 4,081.52 05/31/2016 602 - 49480 - 438100 Check Total: 9,919.55 Vendor: 2405 WELLS FARGO - Monthly Charges /Returns Check Sequence: 2 May 2016 Wells Fargo acct. interest earnings - 1,376.57 05/31/2016 101 - 00000 - 362110 May 2016 Wells Fargo acct.service charge 2,404.49 05/31/2016 101 - 41520 - 443980 May 2016 MCC credit card fees 52.14 05/31/2016 226 - 45122- 443980 May 2016 MCC credit card fees 1,378.46 05/31/2016 226 - 45122 - 443980 May 2016 MCC credit card fees 44.95 05/31/2016 226 - 45122- 443980 May 2016 Liquor Store credit card fees 94.39 05/31/2016 609 - 49754- 443980 May 2016 Liquor Store credit card fees 5,693.37 05/31/2016 609 - 49754- 443980 May 2016 City Hall credit card fees 503.59 05/31/2016 101 - 41520- 443980 May 2016 Utility credit card fees 265.15 05/31/2016 601 - 49440 - 443980 AP- Computer Check Proof List by Vendor (06/01/2016 - 9:23 AM) Invoice No Description Amount Payment Date Acct Number May 2016 Utility credit card fees 265.15 05/31/2016 602 - 49490 - 443980 May 2016 Utility credit card fees 1.43 05/31/2016 601 - 49440 - 443980 May 2016 Utility credit card fees 1.43 05/31/2016 602- 49490 - 443980 May 2016 FiberNet credit card fees 841.38 05/31/2016 656- 49870 - 443980 May 2016 Bank Returns 4/13/16 84.68 05/31/2016 226 - 45122 - 347910 May 2016 Bank Returns 4/13/16 5.82 05/31/2016 226 - 00000 - 208100 May 2016 Bank Returns 4/14/16 424.80 05/31/2016 226 - 45122- 347910 May 2016 Bank Returns 4/14/16 29.20 05/31/2016 226 - 45122- 347905 Check Total: 10,713.86 Vendor: 1585 XCEL ENERGY Check Sequence: 3 05/31/2016 51- 4400193 -4 17.25 05/31/2016 101 - 43160 - 438100 05/31/2016 51- 6572904 -0 - WWTP 11,684.51 05/31/2016 60249480- 438100 05/31/2016 51- 6505905 -0 w /drw14/29 572.22 05/31/2016 601 - 49440 - 438100 05/31/2016 51- 6505905 -0 w /drwl 5/26 5,906.16 05/31/2016 601 - 49440 - 438100 05/31/2016 51- 6505906 -1 1,270.26 05/31/2016 602 - 49490 - 438100 05/31/2016 51- 0395766 -0 - 405 Ramsey Pumphouse 14.35 05/31/2016 601 - 49440 - 438100 05/31/2016 51- 4271112 -2 - Library 860.62 05/31/2016 101 - 45501- 438100 05/31/2016 51- 6505907 -2 - Parking Lots w /drwl 5/2 77.86 05/31/2016 101 - 43120 - 438100 05/31/2016 51- 6505907 -2 - Parking Lots w /drwl 5/25 46.08 05/31/2016 101 - 43120 - 438100 05/31/2016 ZZZNEP- IMPLEM- 51- 6505908 -3 Civil Defen 18.62 05/31/2016 101 - 42500- 438100 05/31/2016 51- 6505909 -4 DMV 176.54 05/31/2016 217 - 41990- 438100 05/31/2016 51- 6505910 -7 Hi -Way 1,623.99 05/31/2016 609 - 49754- 438100 05/31/2016 516505911 -8 City Hall 1,860.03 05/31/2016 101- 41940 - 438100 05/31/2016 516505911 -8 MCC 8,424.84 05/31/2016 226 - 45122- 438100 05/31/2016 516505911 -8 Senior Ctr 437.65 05/31/2016 101 - 45175- 438100 05/31/2016 516505911 -8 N. Guard 218.83 05/31/2016 101 - 42800 - 438100 05/31/2016 51- 6505913 -0 Fire Dept 466.12 05/31/2016 101 - 42200 - 438100 05/31/2016 51- 6505914 -1 - Shop /Garage 1,219.79 05/31/2016 101 - 43127 - 438100 05/31/2016 51- 6505915 -2 Parks 1,404.20 05/31/2016 101 - 45201- 438100 05/31/2016 51- 6505915 -2 Water 183.88 05/31/2016 601 - 49440 - 438100 05/31/2016 51- 6505915 -2 bllfld lights NSP Security 38.76 05/31/2016 101 - 45203- 438100 05/31/2016 51- 6505915 -2 bllfld lights Sftball Assoc.Fld 220.54 05/31/2016 101 - 45203- 438100 05/31/2016 516505916 -3 Street Lights 12,833.88 05/31/2016 101 - 43160 - 438100 05/31/2016 51- 0011127817 -9 Street Lights- 8502 Hwy 25 67.33 05/31/2016 101 - 43160- 438100 05/31/2016 51- 0371645 -4 Swan Cam 19.22 05/31/2016 101 - 45201- 438100 05/31/2016 51- 7780310 -4 Bld. Inspec. Garage 44.03 05/31/2016 101 - 41940 - 438100 05/31/2016 51- 9069641 -8 FNM HeadEnd 1,758.46 05/31/2016 656- 49877 - 438100 05/31/2016 51- 9391437 -3 - 6th St Bldg 184.24 05/31/2016 101 - 41941 - 438100 05/31/2016 ZCULPS 51- 0623082 -8 FDA 18.01 05/31/2016 213 - 46522- 438100 05/31/2016 51- 6505912 -9 Animal Shelter 80.57 05/31/2016 101 - 42700 - 438100 AP- Computer Check Proof List by Vendor (06/01/2016 - 9:23 AM) Invoice No Description Amount Payment Date Acct Number Check Total: 51,748.84 Total for Check Run: 72,382.25 Total of Number of Checks: The preceding list of bills payable was review Date: 6/13/2016 Approved by AP- Computer Check Proof List by Vendor (06/01/2016 - 9:23 AM) Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 06/02/2016 - 11:14AM Batch: 00202.06.2016 - 202.06.2016 Liquor Invoice No Description Amount Payment Date Acct Number Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 1 3101821 resale - beer 64.00 06/02/2016 60949750- 425200 Vendor: 4328 BREAKTFIRU BEVERAGE MN WINE & SPIF Check Sequence: 4 1080474625 resale - liquor 1,860.38 06/02/2016 609 - 49750- 425100 1080474625 resale - wine 730.46 06/02/2016 609 - 49750- 425300 1080474625 freight 41.13 06/02/2016 609 - 49750- 433300 AP- Computer Check Proof List by Vendor (06/02/2016 - 11:14 AM) Check Total: 64.00 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 2 53672600 resale - wine 238.00 06/02/2016 609 - 49750- 425300 53672600 resale - liquor 979.33 06/02/2016 609 - 49750- 425100 53672600 freight 15.59 06/02/2016 609 - 49750- 433300 53782200 freight 10.80 06/02/2016 609 - 49750- 433300 53782200 resale- wine 302.00 06/02/2016 609 - 49750- 425300 53782200 resale - liquor 223.00 06/02/2016 609 - 49750- 425100 93650600 resale - credit inv #93565800 -28.20 06/02/2016 609 - 49750- 425500 93650600 freight credit inv #93565800 -4.70 06/02/2016 609 - 49750- 433300 93993600 freight 0.55 06/02/2016 609 - 49750- 433300 93993600 resale - 18 oz copper plated cups 119.88 06/02/2016 609 - 49750- 425400 Check Total: 1,856.25 Vendor: 1067 BERNICK'S Check Sequence: 3 125709 resale - soda pop 62.85 06/02/2016 609 - 49750- 425400 125709 resale -juice 32.80 06/02/2016 609 - 49750- 425500 125710 resale - beer 2,103.70 06/02/2016 609- 49750- 425200 125711 resale - beer credit -35.80 06/02/2016 609 - 49750- 425200 128758 resale - soda pop 22.50 06/02/2016 609 - 49750- 425400 128758 resale -juice 32.80 06/02/2016 609 - 49750- 425500 128759 resale - beer 1,227.20 06/02/2016 609 - 49750- 425200 Check Total: 3,446.05 Vendor: 4328 BREAKTFIRU BEVERAGE MN WINE & SPIF Check Sequence: 4 1080474625 resale - liquor 1,860.38 06/02/2016 609 - 49750- 425100 1080474625 resale - wine 730.46 06/02/2016 609 - 49750- 425300 1080474625 freight 41.13 06/02/2016 609 - 49750- 433300 AP- Computer Check Proof List by Vendor (06/02/2016 - 11:14 AM) Invoice No Description Amount Payment Date Acct Number 1080477768 resale - liquor 1,590.03 06/02/2016 609 - 49750- 425100 1080477768 resale - wine 444.00 06/02/2016 609 - 49750- 425300 1080477768 resale - wine n/a 36.00 06/02/2016 609 - 49750- 425400 1080477768 freight 29.58 06/02/2016 609 - 49750- 433300 Check Total: 4,731.58 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 5 12461 resale - wine 396.00 06/02/2016 609 - 49750- 425300 Check Total: 396.00 Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC Check Sequence: 6 375 -36 resale - beer 82.50 06/02/2016 609 - 49750- 425200 Check Total: 82.50 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 7 1200194 Resale - beer 180.00 06/02/2016 609 - 49750- 425200 1202207 Resale - beer 4,155.75 06/02/2016 609 - 49750- 425200 1202207 Resale - beer n/a 17.65 06/02/2016 609 - 49750- 425400 126509 Resale - beer 23,008.92 06/02/2016 609 - 49750- 425200 126509 Resale - beer n/a 189.90 06/02/2016 609 - 49750- 425400 126682 Resale - beer credit - 204.80 06/02/2016 609 - 49750- 425200 126861 Resale - beer 23,299.76 06/02/2016 609 - 49750- 425200 126861 Resale - beer n/a 139.30 06/02/2016 609 - 49750- 425400 126893 Resale - beer 235.80 06/02/2016 609 - 49750- 425200 127000 Resale - rootbeer 74.00 06/02/2016 609 - 49750- 425400 127000 Resale - beer 2,038.45 06/02/2016 609 - 49750- 425200 127106 Resale - beer 372.85 06/02/2016 609 - 49750- 425200 127157 Resale - beer 261.60 06/02/2016 609 - 49750- 425200 127220 Resale - beer 542.75 06/02/2016 609 - 49750- 425200 Check Total: 54,311.93 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 8 827986 resale - beer 30.00 06/02/2016 609 - 49750- 425200 827986 resale - beer n/a 30.00 06/02/2016 609 - 49750- 425400 Check Total: 60.00 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 9 July 2016 July Health Insurance 53,750.00 06/02/2016 101- 00000 - 217061 July 2016 July Health Insurance 15,540.00 06/02/2016 101- 00000 - 217061 AP- Computer Check Proof List by Vendor (06/02/2016 - 11:14 AM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (06/02/2016 - 11:14 AM) Check Total: 69,290.00 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 10 2510753 resale - wine 2,559.38 06/02/2016 609 - 49750- 425200 2510753 freight 3.00 06/02/2016 609- 49750- 433300 2510790 resale - beer 3,275.65 06/02/2016 609 - 49750- 425200 2510790 resale - beer n/a 48.00 06/02/2016 609 - 49750- 425400 2510790 freight 3.00 06/02/2016 609 - 49750- 433300 Check Total: 5,889.03 Vendor: 1263 JOHNSON BROS WHOLESALE LIQUOR Check Sequence: 11 5421851 resale - liquor 160.00 06/02/2016 609 - 49750- 425300 5421851 freight 1.44 06/02/2016 609 - 49750- 433300 5441434 resale - liquor 5,174.52 06/02/2016 609 - 49750- 425100 5441434 freight 58.20 06/02/2016 609 - 49750- 433300 5441435 resale - wine 1,689.80 06/02/2016 609 - 49750- 425300 5441435 resale - wine n/a 41.35 06/02/2016 609 - 49750- 425400 5441435 freight 48.96 06/02/2016 609 - 49750- 433300 5442834 freight 46.08 06/02/2016 609 - 49750- 433300 5442834 resale- liquor 3,845.34 06/02/2016 609 - 49750- 425100 5442835 resale- wine 1,515.70 06/02/2016 609 - 49750- 425300 5442835 freight 43.45 06/02/2016 609 - 49750- 433300 5445519 resale - liquor 1,435.07 06/02/2016 609 - 49750- 425100 5445519 freight 17.39 06/02/2016 609 - 49750- 433300 5445520 freight 37.44 06/02/2016 609 - 49750- 433300 5445520 resale- wine 1,155.70 06/02/2016 609 - 49750- 425300 5446855 resale - wine 9,528.38 06/02/2016 609 - 49750- 425300 5446855 freight 113.54 06/02/2016 609 - 49750- 433300 5446856 freight 105.14 06/02/2016 609 - 49750- 433300 5446856 resale- wine 3,716.50 06/02/2016 609 - 49750- 425300 5446857 resale - beer 65.97 06/02/2016 609 - 49750- 425200 5448245 resale - liquor 3,493.76 06/02/2016 609 - 49750- 425100 5448245 freight 43.68 06/02/2016 609 - 49750- 433300 5448246 freight 33.35 06/02/2016 609 - 49750- 433300 5448246 resale- wine 1,864.36 06/02/2016 609- 49750- 425300 5451176 resale - liquor 6,683.65 06/02/2016 609 - 49750- 425100 5451176 freight 119.52 06/02/2016 609 - 49750- 433300 5451177 freight 70.56 06/02/2016 609 - 49750- 433300 5451177 resale- wine 2,126.25 06/02/2016 609- 49750- 425300 574009 resale - beer credit #5424352 -3.64 06/02/2016 609 - 49750- 425200 574809 resale - liquor credit inv. # 5391153 -12.75 06/02/2016 609 - 49750- 425100 AP- Computer Check Proof List by Vendor (06/02/2016 - 11:14 AM) Invoice No Description Amount Payment Date Acct Number 575492 freight -1.20 06/02/2016 609 - 49750- 433300 575492 resale - liquor credit inv. #5434417 -96.20 06/02/2016 609 - 49750- 425100 575493 resale - liquor credit inv. #5434417 -19.24 06/02/2016 609 - 49750- 425100 575494 resale - wine credit inv. #5442835 -15.99 06/02/2016 609 - 49750- 425300 8548467 Check Total: 43,086.08 06/02/2016 609 - 49750- 425300 Vendor: 4456 LUPULIN BREWING LLC 7.00 06/02/2016 Check Sequence: 12 38 resale - beer 234.00 06/02/2016 609 - 49750- 425200 8549079 Check Total: 234.00 06/02/2016 609 - 49750- 433300 Vendor: 1303 M AMUNDSON LLP Check Sequence: 13 216984 resale - tobacco; can coolers' cork screws, etc 454.57 06/02/2016 609 - 49750- 425400 216984 resale - cigarettes; juice 412.36 06/02/2016 609 - 49750- 425500 Check Total: 866.93 Vendor: 1273 PAUSTIS & SONS WINE CO Check Sequence: 14 8548467 resale- wine 509.45 06/02/2016 609 - 49750- 425300 8548467 freight 7.00 06/02/2016 609 - 49750- 433300 8549079 resale- wine 879.79 06/02/2016 609 - 49750- 425300 8549079 freight 10.00 06/02/2016 609 - 49750- 433300 Check Total: 1,406.24 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 15 237187 resale- liquor credit #2973628 -88.20 06/02/2016 609 - 49750- 425100 237187 freight credit #2973628 -0.96 06/02/2016 609 - 49750- 433300 2976143 resale - liquor 180.00 06/02/2016 609- 49750- 425100 2976513 freight 23.04 06/02/2016 609 - 49750- 433300 2976513 resale - liquor 1,604.71 06/02/2016 609 - 49750- 425100 2976514 resale- wine 822.50 06/02/2016 609 - 49750- 425300 2976514 freight 31.68 06/02/2016 609- 49750- 433300 2977503 freight 11.88 06/02/2016 609 - 49750- 433300 2977503 resale - liquor 876.50 06/02/2016 609 - 49750- 425100 2977504 resale- wine 1,365.45 06/02/2016 609 - 49750- 425300 2977504 freight 31.68 06/02/2016 609 - 49750- 433300 2979414 resale - liquor 68.85 06/02/2016 609 - 49750- 425100 2979414 freight 1.44 06/02/2016 609 - 49750- 433300 2979415 freight 15.84 06/02/2016 609 - 49750- 433300 2979415 freight 1,119.80 06/02/2016 609- 49750- 425300 2980261 resale - liquor 4,227.77 06/02/2016 609 - 49750- 425100 2980261 freight 53.29 06/02/2016 609 - 49750- 433300 AP- Computer Check Proof List by Vendor (06/02/2016 - 11:14 AM) Invoice No Description Amount Payment Date Acct Number 2980262 freight 37.45 06/02/2016 609 - 49750- 433300 2980262 resale - wine 1,729.80 06/02/2016 609 - 49750- 425300 2981214 resale - liquor 4,893.69 06/02/2016 609 - 49750- 425100 2981214 freight 63.13 06/02/2016 609 - 49750- 433300 2981215 freight 57.24 06/02/2016 609 - 49750- 433300 2981215 resale- wine 2,370.89 06/02/2016 609 - 49750- 425300 2983213 resale - liquor 820.75 06/02/2016 609 - 49750- 425100 2983213 freight 11.52 06/02/2016 609 - 49750- 433300 2983214 freight 10.08 06/02/2016 609 - 49750- 433300 2983214 resale - wine 204.00 06/02/2016 609 - 49750- 425300 2983214 resale - liquor 115.00 06/02/2016 609 - 49750- 425100 Check Total: 20,658.82 Vendor: 3309 SOUTHERN WINE & SPIRITS OF MINNESO' Check Sequence: 16 1409606 resale - liquor 1,457.75 06/02/2016 609 - 49750- 425100 1409606 freight 32.09 06/02/2016 609 - 49750- 433300 1409607 freight 25.20 06/02/2016 609 - 49750- 433300 1409607 resale - wine 1,100.10 06/02/2016 609 - 49750- 425300 1412069 resale - liquor 2,394.55 06/02/2016 609 - 49750- 425100 1412069 freight 29.40 06/02/2016 609- 49750- 433300 1412070 freight 25.90 06/02/2016 609 - 49750- 433300 1412070 resale - wine 1,102.89 06/02/2016 609- 49750- 425300 Check Total: 6,167.88 Vendor: 1522 THORPE DISTRIBUTING COMPANY Check Sequence: 17 00120144 resale - beer credit -80.75 06/02/2016 609 - 49750- 425200 1083773 resale - beer 28,588.35 06/02/2016 609 - 49750- 425200 1083773 cr resale - beer corrected price -25.00 06/02/2016 609 - 49750- 425200 1086937 resale - beer n/a 19.50 06/02/2016 609 - 49750- 425400 1087273 resale - beer 12,620.65 06/02/2016 609 - 49750- 425200 1087587 resale - beer 1,404.00 06/02/2016 609 - 49750- 425200 1090352 resale - n/a beer 181.50 06/02/2016 609 - 49750- 425400 1090353 resale - beer 70.20 06/02/2016 609 - 49750- 425200 Check Total: 42,778.45 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 18 1733759 resale - soda pop 528.50 06/02/2016 609 - 49750- 425400 1738512 resale - soda pop 387.00 06/02/2016 609 - 49750- 425400 Check Total: 915.50 AP- Computer Check Proof List by Vendor (06/02/2016 - 11:14 AM) Invoice No Description Amount Payment Date Acct Number Vendor: 1684 VINOCOPIA Check Sequence: 19 0152147 resale - wine 232.00 06/02/2016 609 - 49750- 425300 0152147 freight 5.00 06/02/2016 609 - 49750- 433300 0152743 resale- wine 312.00 06/02/2016 609 - 49750- 425300 0152743 resale - n/a beer 24.00 06/02/2016 609 - 49750- 425300 0152743 freight 10.00 06/02/2016 609 - 49750- 433300 Check Total: 583.00 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 20 7081784 resale- wine 642.00 06/02/2016 609 - 49750- 425300 7081784 freight 10.08 06/02/2016 609 - 49750- 433300 7082263 resale- wine 350.00 06/02/2016 609 - 49750- 425300 7082263 freight 5.04 06/02/2016 609 - 49750- 433300 7083259 resale- wine 998.49 06/02/2016 609 - 49750- 425300 7083259 resale- mix 23.00 06/02/2016 609 - 49750- 425400 7083259 freight 9.47 06/02/2016 609 - 49750- 433300 Check Total: 2,038.08 Total for Check Run: 258,862.32 Total of Number of Checks: 20 The preceding list of bills payable was r Date: 6/13/2016 Approved by AP- Computer Check Proof List by Vendor (06/02/2016 - 11:14 AM) Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 06/08/2016 - 1:05PM Batch: 00203.06.2016 - 00203.06.2016 AP Invoice No Description Amount Payment Date Acct Number Vendor: 3974 A+ TAXI OF MONTICELLO INC Check Sequence: 1 20131009 May 2016 - 921 Rides 3,333.33 06/14/2016 10145178- 431990 Check Total: 3,333.33 Vendor: 2087 ALL WAYS HEATING AND AC INC Check Sequence: 2 5276 Spring P.M. on HVAC - Public Works 832.50 06/14/2016 101 - 43127 - 440100 Check Total: 832.50 Vendor: 1020 ALMCO HYDRAULICS INC Check Sequence: 3 16761 Preventative mtc inspectionibaler 139.00 06/14/2016 609 - 49754- 431990 Check Total: 139.00 Vendor: 1067 BERNICK'S Check Sequence: 4 126336 resale - soda pop 183.25 06/14/2016 226 - 45127- 425410 129399 resale - pop, water, juice, milk 475.25 06/14/2016 226 - 45127- 425410 131296 resale - soda pop 201.75 06/14/2016 609- 49750- 425400 131296 resale -juice 65.60 06/14/2016 609 - 49750- 425500 131297 resale -beer 2,543.30 06/14/2016 609 - 49750- 425200 131902 resale - pop, water, milk 383.85 06/14/2016 226 - 45127- 425410 Check Total: 3,853.00 Vendor: 1072 BNSF RAILWAY COMPANY Check Sequence: 5 4/18/2016 15C001 CONSTR - Railroad Protective Liab Ins 1,150.00 06/14/2016 400 - 43300 - 459011 Check Total: 1,150.00 Vendor: 1072 BNSF RAILWAY COMPANY Check Sequence: 6 4/18/2016 15C001 CONSTR - Contract Fee 1,500.00 06/14/2016 400 - 43300- 459011 Check Total: 1,500.00 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 2535 BORDER STATES ELECTRIC SUPPLY Check Sequence: 7 911284249 PEA - 001 -CZX- CZX -02 - (5)10017; (5) 7517; (6) 5 1,054.82 06/14/2016 656- 49877 - 421800 911284250 ALCF- CT- 30A Universal Cleaver 1,086.76 06/14/2016 656- 49877 - 421800 Check Total: 2,141.58 Vendor: 1079 BOYER TRUCKS ROGERS Check Sequence: 8 168365R #107 - visor clip 46.48 06/14/2016 101- 43120 - 422110 Check Total: 46.48 Vendor: 3632 BRIAN BRAMLEY Check Sequence: 9 6307 M7 Upgrade Kit- Refurb. old SCBA pk to new si 2,826.00 06/14/2016 101 - 42200 - 440440 6384 M7 Upgrade Kit- Refurb. old SCBA pk to new si 2,826.00 06/14/2016 101 - 42200 - 440440 Check Total: 5,652.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 10 1080480691 resale- liquor 2,396.82 06/14/2016 609 - 49750- 425100 1080480691 resale -wine 1,192.00 06/14/2016 609 - 49750- 425300 1080480691 freight 49.52 06/14/2016 609 - 49750- 433300 1080480692 resale- wine 56.00 06/14/2016 609 - 49750- 425300 Check Total: 3,694.34 Vendor: 1086 BURNHAM COMPANIES LLC Check Sequence: 11 4032 (20) yds Gold mulch -p /u on 5/19/16 400.00 06/14/2016 101 - 45201- 422500 4048 (20) yds Gold mulch -p /u on 5/26/16- Parks 400.00 06/14/2016 101 - 45201- 422500 4050 (20) yds Gold mulch -p /u on 5/27/16- Water 400.00 06/14/2016 601 - 49440 - 421990 Check Total: 1,200.00 Vendor: 1749 CALIX NETWORKS INC Check Sequence: 12 10011223 June 2016 Flow Analyzer 395.00 06/14/2016 656- 49877 - 431990 10011224 June 2016 Compass Consumer Connect 245.00 06/14/2016 656- 49877 - 431990 1159850 utx - (5) GigaCenter 619.98 06/14/2016 656- 49877 - 421800 Check Total: 1,259.98 Vendor: 1094 CAREFREE LAWN SERVICE INC Check Sequence: 13 15388 Riverside (2) mowings 1,100.00 06/14/2016 651- 49010- 431050 15388 Hillside (2) mowings; (2) litter /debris removal 320.00 06/14/2016 101 - 45201- 431050 Check Total: 1,420.00 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 4462 CAROLINA FLYING DISCS INC. Check Sequence: 14 367519 ParWest- (6) DISCatcher Installation Tube 184.45 06/14/2016 101 - 45201- 421650 Check Total: 184.45 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 15 00067041 Monthly Tank Rental 45.00 06/14/2016 226 - 45122- 441500 00938896 Bulk Carbon Dioxide (511 lbs) 128.20 06/14/2016 226 - 45122- 421600 Check Total: 173.20 Vendor: 3750 MARK CHRISTIANSEN Check Sequence: 16 5/27/2016 Farmers Market Token Collection Log - 5/26/16 31.00 06/14/2016 226 - 00000 - 220100 Check Total: 31.00 Vendor: 1120 CONCRETE PRODUCTS NEW LONDON Check Sequence: 17 63471 Monti. Block- (10) 20' Flex Edging w/ Couplers 89.80 06/14/2016 101 - 45201- 422510 Check Total: 89.80 Vendor: 4347 CONSOLIDATED TELECOMMUNICATIONS Check Sequence: 18 INV -3087 IRET Apartment Building Design 600.00 06/14/2016 656- 49870 - 431990 Check Total: 600.00 Vendor: 3831 RAELYNN COOK Check Sequence: 19 5/23/2016 Mileage to APA Chapter Meeting (60.4) 32.62 06/14/2016 101 - 41520- 433100 Check Total: 32.62 Vendor: 2197 CORPORATE CONNECTION Check Sequence: 20 42473 Hi -Viz Class 2 Safety shirts- Parks 264.79 06/14/2016 101 - 45201- 420650 42473 Hi -Viz Class 2 Safety shirts- Streets 420.19 06/14/2016 101 - 43120 - 420650 42473 Hi -Viz Class 2 Safety shirts- Water 109.38 06/14/2016 601 - 49440 - 420650 42473 Hi -Viz Class 2 Safety shirts- Sewer 109.38 06/14/2016 602 - 49490 - 420650 Check Total: 903.74 Vendor: 2476 CSI DIGITAL INC Check Sequence: 21 103688 June 2016 monthly fiber feed- 1 Gbps 2,700.00 06/14/2016 656- 49879 - 430930 Check Total: 2,700.00 Vendor: 2935 CUSTOMIZED FIRE RESCUE TRAINING IN( Check Sequence: 22 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number 828 MBFTE Reimb.- Training Haz; Confined Space,, 1,875.00 06/14/2016 101 - 42200 - 433100 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Check Total: 1,875.00 Vendor: 4452 BRYAN L DAGEL Check Sequence: 23 5/3/2016 Riverfest event at Hi -Way Liquor on 7 -16 -16 1,000.00 06/14/2016 609- 49754- 425550 Check Total: 1,000.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 24 1202269 resale - beer 23,409.76 06/14/2016 609 - 49750- 425200 1202269 resale - beer n/a 512.35 06/14/2016 609 - 49750- 425400 127219 resale - beer credit -53.25 06/14/2016 609 - 49750- 425200 127307 resale - beer 648.00 06/14/2016 609 - 49750- 425200 127484 resale - beer 30,785.19 06/14/2016 609 - 49750- 425200 127484 resale - beer n/a 190.50 06/14/2016 609 - 49750- 425400 127585 resale - beer 348.75 06/14/2016 609 - 49750- 425200 Check Total: 55,841.30 Vendor: 1833 DAN & JERRY'S GREENHOUSEES INCORP( Check Sequence: 25 323445 East Bridge- (5) Lily Tray; (3) Bleeding Hrt; (2) 137.76 06/14/2016 101 - 45201- 440900 Check Total: 137.76 Vendor: 1950 DATA CONNECTION CORPORATION Check Sequence: 26 DCC03108 utx- Voice- 12/1/15 - 11/30/2016 annual support 27,859.00 06/14/2016 656- 49870 - 431990 DCC03150 replacement MS 130705; MS 130706 1,150.00 06/14/2016 656- 49870 - 421990 Check Total: 29,009.00 Vendor: 4233 DI -MAR CONSTRUCTION INC Check Sequence: 27 Voucher No 9 14C002 - PHOSPH - Voucher #9 200,800.68 06/14/2016 602 - 00000 - 165010 Check Total: 200,800.68 Vendor: 4415 RONDA EATROS Check Sequence: 28 5/24/2016 Zumba Class Sub 5/19/16 25.00 06/14/2016 226 - 45127- 430120 Check Total: 25.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 29 353085 Farmers Market Ad# 541539 65.00 06/14/2016 226 - 45122- 434990 355414 Ad# 544888- Garage Sale 5 -19 -16 13.36 06/14/2016 609 - 49754- 434990 355740 ZMISHS - PH Notice for High School Ad #5516 110.76 06/14/2016 101 - 41910 - 435100 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number 355741 ZZDAHL - Otter Creek Crossing PH Ad #55169 129.22 06/14/2016 101 - 41910- 435100 358720 Ad# 544890 - Memorial Day IB 5/26 & 27/2016 40.00 702 - 00000 - 432100 06/14/2016 609 - 49754- 434990 358721 Ad# 517621 -Monti Resource Directory 5 -27 -16 175.00 6/1/2016 06/14/2016 609 - 49754- 434990 358888 Temp Sign Permit Ord 640A Ad #555193 119.99 DMV Phone June 2016 06/14/2016 101 - 41310 - 435100 358889 ZNXLZO - Ent/Rec Indoor Com B -3 Ord 643 A 138.45 279.96 06/14/2016 101 - 41310- 435100 358890 Rezoning Ord 645 Ad 9555217 359.97 06/14/2016 06/14/2016 101 - 41310- 435100 358891 Temp Use Ord 641AAd #555225 119.99 702 - 00000 - 432100 06/14/2016 101 - 41310- 435100 358892 ZMISMS - Rezoning Ord 644 Ad #555232 156.91 6/1/2016 06/14/2016 101 - 41310- 435100 358893 Special Events Permits Ord 646AAd #555241 101.53 Sheriff Phone June 2016 06/14/2016 101 - 41310- 435100 702 - 00000 - 432100 Check Total: 1,530.18 99.95 06/14/2016 Vendor: 1165 EMERGENCY APPARATUS MAINTENANCE MCC Internet June 2016 10.00 06/14/2016 Check Sequence: 30 87072 Engine 1 Hale VPS air shift repair kit 54.20 06/14/2016 06/14/2016 10142200- 440500 DMV Internet June 2016 Check Total: 54.20 702 - 00000 - 432300 6/1/2016 Hi Way Liquor Internet June 2016 Vendor: 1166 ESRI 702 - 00000 - 432300 Check Sequence: 31 93142803 9/1/16 - 8/31/17 ArcGIS Desktop /Server Workgr 2,200.00 06/14/2016 101 - 43111- 430910 Check Total: 2,200.00 Vendor: 1170 FASTENAL COMPANY Check Sequence: 32 MNMON95025 (60) 17oz Blue, Gm, White IC WB- 1/2 Water 74.10 06/14/2016 601 - 49440 - 422700 MNMON95025 (60) 17oz Blue, Gm, White IC WB- 1/2 Sewer 74.10 06/14/2016 602 - 49490 - 422700 Check Total: 148.20 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 33 6/1/2016 City Hall Phone June 2016 983.91 06/14/2016 702 - 00000 - 432100 6/1/2016 MCC Phone June 2016 618.16 06/14/2016 702 - 00000 - 432100 6/1/2016 Ballfields Phone June 2016 19.51 06/14/2016 702 - 00000 - 432100 6/1/2016 DMV Phone June 2016 262.59 06/14/2016 702 - 00000 - 432100 6/1/2016 Hi Way Liquor Phone June 2016 279.96 06/14/2016 702 - 00000 - 432100 6/1/2016 Fire Hall Phone June 2016 242.83 06/14/2016 702 - 00000 - 432100 6/1/2016 Public Works Phone June 2016 285.32 06/14/2016 702 - 00000 - 432100 6/1/2016 Parks Phone June 2016 113.95 06/14/2016 702 - 00000 - 432100 6/1/2016 Prairie Center Phone June 2016 27.31 06/14/2016 702 - 00000 - 432100 6/1/2016 Sheriff Phone June 2016 68.78 06/14/2016 702 - 00000 - 432100 6/1/2016 City Hall Internet June 2016 99.95 06/14/2016 702 - 00000 - 432300 6/1/2016 MCC Internet June 2016 10.00 06/14/2016 702 - 00000 - 432300 6/1/2016 Ballfields Internet June 2016 10.00 06/14/2016 702 - 00000 - 432300 6/1/2016 DMV Internet June 2016 41.95 06/14/2016 702 - 00000 - 432300 6/1/2016 Hi Way Liquor Internet June 2016 41.95 06/14/2016 702 - 00000 - 432300 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number 6/1/2016 Fire Hall Internet June 2016 41.95 06/14/2016 702 - 00000 - 432300 6/1/2016 Animal Shelter Internet June 2016 29.95 06/14/2016 702 - 00000 - 432300 6/1/2016 Public Works Internet June 2016 69.95 06/14/2016 702- 00000 - 432300 6/1/2016 Sheriff Internet June 2016 41.95 06/14/2016 702 - 00000 - 432300 6/1/2016 City Hall Cable June 2016 12.30 06/14/2016 101 - 41310- 431990 6/1/2016 MCC Cable June 2016 319.39 06/14/2016 101 - 41310- 431990 6/1/2016 City Hall Data Hosting June 2016 500.00 06/14/2016 702 - 00000 - 431900 6/1/2016 City Hall Service Contract June 2016 250.00 06/14/2016 702 - 00000 - 431900 Check Total: 4,371.66 Vendor: 4051 MICHELE FORSMAN Check Sequence: 34 104 Library - Balloonology Program 7/16/16 35.00 06/14/2016 101 - 00000 - 220150 Check Total: 35.00 Vendor: 4471 FORTERRA PIPE & PRECAST Check Sequence: 35 6497 Trash Guard 24" Rnd; 30" Std Rod Style- quotes 1,364.00 06/14/2016 101 - 43130 - 421990 Check Total: 1,364.00 Vendor: 3748 JEFFREY D GARDNER Check Sequence: 36 5/27/2016 Farmers Market Token Collection Log 5/26/16 19.00 06/14/2016 226 - 00000 - 220100 Check Total: 19.00 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 37 5/27/2016 Farmers Market Token Collection Log 5/26/16 49.00 06/14/2016 226 - 00000 - 220100 Check Total: 49.00 Vendor: 4045 DAN GLESER Check Sequence: 38 387397 Mankato Ntwks- May 2016 FNM xconn -SMF xc 1,228.20 06/14/2016 656- 49877 - 431900 Check Total: 1,228.20 Vendor: 4090 GOLDEN WEST TECHNOLOGIES Check Sequence: 39 160500444 May 2016 (398) Helpdesk; (213) Video; (29) Di: 801.00 06/14/2016 656- 49870 - 431990 Check Total: 801.00 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 40 6050572 May 2016 (261) locates -1/2 water 176.18 06/14/2016 601 - 49440 - 432770 6050572 May 2016 (261) locates -1/2 FNM 176.17 06/14/2016 656- 49877 - 432770 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Check Total: 352.35 Vendor: 4009 KYLYNN HALICAN Check Sequence: 41 101 Library Program Supplies Reimbursement 5.22 06/14/2016 101 - 00000 - 220150 Check Total: 5.22 Vendor: 1224 HD SUPPLY WATERWORKS LTD Check Sequence: 42 F572451 10x20' PVC Sch40 Pipe - Solvent Weld Bell; etc 195.32 06/14/2016 601 - 49440 - 422700 Check Total: 195.32 Vendor: 1239 HOGLUND BUS COMPANY INC Check Sequence: 43 122684 Engine 4- Turbo Actuator install; calibrated; roac 1,611.97 06/14/2016 101 - 42200 - 440500 Check Total: 1,611.97 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 44 829929 resale - beer 726.00 06/14/2016 609 - 49750- 425200 Check Total: 726.00 Vendor: 1242 HOLIDAY CREDIT OFFICE Check Sequence: 45 05182016 4/19- 5/18/2016 Fire acct# 1400 - 017 - 223 -399 323.57 06/14/2016 101 - 42200 - 421200 05182016 -2 MCC weed whip fuel acct# 1400- 003 - 467 -337 1.96 06/14/2016 226 - 45122- 421200 Check Total: 325.53 Vendor: 3749 DANIEL PAUL HUNZ Check Sequence: 46 5/27/2016 Farmers Market Token Collection Log 5/19/16 1 35.00 06/14/2016 226 - 00000 - 220100 Check Total: 35.00 Vendor: 4053 JAN 1ANO Check Sequence: 47 100 Library Program Supplies Reimbursement 8.54 06/14/2016 101 - 00000 - 220150 Check Total: 8.54 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 48 2923 Berg 5/14/16; Rivers 5/21/16 graves 900.00 06/14/2016 651- 49010 - 431150 Check Total: 900.00 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 49 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number 2499416 resale - beer 1,727.57 06/14/2016 609 - 49750- 425200 2499416 resale - mix 48.00 06/14/2016 609 - 49750- 425400 2499416 freight 3.00 06/14/2016 609 - 49750- 433300 Check Total: 1,778.57 Vendor: 1263 JOHNSON BROS WHOLESALE LIQUOR Check Sequence: 50 5454546 resale - liquor 5,352.69 06/14/2016 609 - 49750- 425100 5454546 freight 53.18 06/14/2016 609 - 49750- 433300 5454548 resale - beer 43.98 06/14/2016 609- 49750- 425200 5454549 freight 10.08 06/14/2016 609 - 49750- 433300 5454549 resale - liquor 682.50 06/14/2016 609 - 49750- 425100 5454550 freight 25.68 06/14/2016 609 - 49750- 433300 5454550 resale - wine 1,608.78 06/14/2016 60949750- 425300 54547 resale - wine 5,322.80 06/14/2016 609 - 49750- 425300 54547 resale - wine n/a 334.09 06/14/2016 609 - 49750- 425400 54547 freight 168.48 06/14/2016 609 - 49750- 433300 5457269 resale - liquor 215.18 06/14/2016 609 - 49750- 425100 5457269 freight 2.88 06/14/2016 609 - 49750- 433300 5458180 freight 120.96 06/14/2016 609 - 49750- 433300 5458180 resale - liquor 7,869.77 06/14/2016 609- 49750- 425100 5458181 resale- wine 1,290.20 06/14/2016 609 - 49750- 425300 5458181 freight 40.32 06/14/2016 609 - 49750- 433300 5458182 resale- beer 43.98 06/14/2016 609 - 49750- 425200 575721 resale - liquor credit inv. #5371787 -2.00 06/14/2016 609 - 49750- 425100 Check Total: 23,183.55 Vendor: 4468 ELIZABETH JUST Check Sequence: 51 060216 FiberNet acct. FNM- 001 -1273 Final credit 5.80 06/14/2016 656- 00000 - 115025 Check Total: 5.80 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 52 MN190 -00001 WWTP Mgmt Agmt for PFA Tax Compliance Cl 114.00 06/14/2016 602 - 49480 - 431990 MN190 -00101 TIF 1 -22 Masters 5th Through 4/30/16 643.00 06/14/2016 213 - 46522- 430400 MN190 -00101 TIF 1 -35 General Legal Matters Through 4/30/11 342.00 06/14/2016 213 - 46535- 430400 MN190 -00101 WWTP Management Agreement Through 4/30/ 95.00 06/14/2016 602 - 49480 - 431990 MN190 -00101 General Legal Matters Through 4/30/16 285.00 06/14/2016 213 - 46301- 431990 MN190 -00151 FiberNet Mangement Contract Through 4/30/16 342.00 06/14/2016 656- 49870 - 430400 MN325 -00030 Dahleimer Property Conveyance Through 4/30/1 3,635.75 06/14/2016 213 - 46301 - 430400 Check Total: 5,456.75 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 4467 SARAH KOLLODGE Check Sequence: 53 060216 FiberNet acct. FNM- 001 -1079 Final credit 15.08 06/14/2016 656- 00000 - 115025 Check Total: 15.08 Vendor: 2626 HARRY LANTTO Check Sequence: 54 5/26/2016 Planning Commission Meeting Recording 5/3/1( 60.00 06/14/2016 101 - 41910- 431990 5/26/2016 EDA Meeting Recording 5/11/16 60.00 06/14/2016 213 - 46301- 431990 5/26/2016 City Council Meeting Recording 5/9/16 & 5/23/- 120.00 06/14/2016 101 - 41110 - 431990 Check Total: 240.00 Vendor: 3852 LASER MEMORIES Check Sequence: 55 968 Name Tags for Staff (8) 64.00 06/14/2016 226 - 45122- 421990 Check Total: 64.00 Vendor: 1291 LEAGUE OF MN CITIES INS TRUST Check Sequence: 56 5/31/2016 LMCIT Claim 400042962 Date of Loss 3/31/1( 2,500.00 06/14/2016 226 - 45122- 436990 5/31/2016 LMCIT Claim #C0042979 Date of Loss 3/31/1( 641.60 06/14/2016 226- 45122- 436990 5/31/2016 LMCIT Claim #C0042169 Date of Loss 12/19/1 424.02 06/14/2016 101 - 42200 - 436990 Check Total: 3,565.62 Vendor: 4264 LEEB UNDERGROUND, INC Check Sequence: 57 55 -0013 (1) buried drops- 5835 Bison Ct (120) 1" Inner d 540.00 06/14/2016 656- 49877 - 440100 Check Total: 540.00 Vendor: 4343 KEVIN LEEDHAM Check Sequence: 58 6/3/2016 Day Time Climbing Wall Attendent (22.83 hrs) 273.96 06/14/2016 226 - 45127- 430130 Check Total: 273.96 Vendor: 1902 VICKI LEERHOFF Check Sequence: 59 5/7/2016 Mileage Reimbursement May 2016 (29.3 miles) 15.82 06/14/2016 101 - 41310 - 433100 Check Total: 15.82 Vendor: 1303 M AMUNDSON LLP Check Sequence: 60 217809 resale - tobacco; can coolers; flasks; etc 902.80 06/14/2016 609 - 49750- 425400 217809 resale - cigarettes; juice 275.51 06/14/2016 609 - 49750- 425500 Check Total: 1,178.31 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 1386 M -R SIGN CO INC Check Sequence: 61 190824 East Bridge (4) 8 "x12" signs- Caution Irrigated I 144.38 06/14/2016 101 - 45201- 421650 Check Total: 144.38 Vendor: 4466 JILL MACEK Check Sequence: 62 060216 FiberNet acct. 763 - 295 -1924 FINAL credit 19.11 06/14/2016 656- 00000 - 115025 Check Total: 19.11 Vendor: 1306 MAIN STREET DESIGNS INC Check Sequence: 63 24436 (30) 3'x5' US Flags 802.50 06/14/2016 101 - 43120 - 422600 Check Total: 802.50 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 64 1313 (50) FNM handbooks; creative fee 589.55 06/14/2016 656- 49870 - 421990 1316 Walk & Roll Brochures (2,500) + Creative Fee 476.57 06/14/2016 101 - 45130- 444140 Check Total: 1,066.12 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 65 448949 (700) gal. unleaded @ $2.03 1,420.03 06/14/2016 101 - 43120 - 421200 448951 (721) gal. diesel @ $2.05 1,479.64 06/14/2016 101 - 43120 - 421200 Check Total: 2,899.67 Vendor: 1308 MARCO INC Check Sequence: 66 304615313 5/10/16 - 6/10/16 Contract 5,078.52 06/14/2016 702 - 00000 - 441500 Check Total: 5,078.52 Vendor: 1309 MARTIE'S FARM SERVICE INC Check Sequence: 67 715332 (15) flats; (10) Fountain Grass Median - Streets- 523.75 06/14/2016 101 - 43120 - 422500 716217 Traps (2) for Animal Control 119.98 06/14/2016 10142700- 443990 Check Total: 643.73 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 68 230602 Annual Maint Agreement contract #C0519- HV? 325.00 06/14/2016 101 - 45501- 431900 230603 annual Maintc. Agreement contract #C0517- HV 414.00 06/14/2016 656- 49877 - 431900 230604 Annual Maint Agreement contract #C0518- HVP 164.00 06/14/2016 101 - 41941 - 431900 230638 Annual Maint Agreement contract #C0520- HVP 457.00 06/14/2016 226 - 45122- 431900 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Check Total: 1,360.00 Vendor: 3833 CLAUDIA MENZEL Check Sequence: 69 2016 Reimbrs East Bridge Pk - Reimbursement for perinials 61.42 06/14/2016 101 - 45201- 440900 Check Total: 61.42 Vendor: 1327 MIDSTATES EQUIPMENT & SUPPLY Check Sequence: 70 216439 (7,022) Maxwell Nuvo 3405 Crack Sealant 3,988.50 06/14/2016 101 - 43120 - 422400 216462 2' Gate Valve; (2) gasket flange 2 "- Streets 398.51 06/14/2016 101- 43120 - 422100 Check Total: 4,387.01 Vendor: 1330 CITY OF MINNEAPOLIS Check Sequence: 71 400451000145 (208) Transactions - April 2016 187.20 06/14/2016 101 - 42100 - 431990 Check Total: 187.20 Vendor: 2179 MINNESOTA 9 -1 -1 PROGRAM Check Sequence: 72 May -16 May 2016 911 Wright County 827.40 06/14/2016 656- 00000 - 208170 Check Total: 827.40 Vendor: 1341 MMKR Check Sequence: 73 40128 Progress Billing - Audit Services Through 4/30/1 5,800.00 06/14/2016 101 - 41540- 430100 Check Total: 5,800.00 Vendor: 1358 MN RECREATION AND PARK ASSOCIATIO] Check Sequence: 74 8911 Job Posting for Community Center Director 100.00 06/14/2016 226 - 45122- 443990 Check Total: 100.00 Vendor: 1366 CITY OF MONTICELLO - permits Check Sequence: 75 0018784 Beer (3.2) License - 7/1/16 - 6/30/17 137.00 06/14/2016 226 - 45122- 443700 Check Total: 137.00 Vendor: 1375 MONTICELLO PRINTING INC Check Sequence: 76 5/31/2016 (25) Duty Officer Rep; (150) Incident Rep; (30) ' 227.55 06/14/2016 101 - 42200 - 421990 Check Total: 227.55 Vendor: 1821 MOOSE SHERRITT ICE ARENA Check Sequence: 77 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number 6/7/2016 Hockey League 2016 - 50% Profit Split 3,032.51 06/14/2016 226 - 45127- 430130 Check Total: 3,032.51 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 78 1065109 #231- (2) Tires item #127 -7435 221.24 06/14/2016 101 - 45201- 422200 Check Total: 221.24 Vendor: 2072 NATIONAL TELCO TELEVISION CONSORT_ Check Sequence: 79 4352 May 2016 - NTTC 32,884.12 06/14/2016 656- 49879 - 430920 Check Total: 32,884.12 Vendor: 2518 NEOFUNDS BYNEOPOST Check Sequence: 80 6/3/2016 Postage Purchased 5/26/16 - Acct# 7900 0440 6_ 1,000.00 06/14/2016 101 - 00000 - 155010 6/3/2016 Postage for Packages to Dept Public Safety - Ma 165.99 06/14/2016 217 - 41990 - 432200 Check Total: 1,165.99 Vendor: 1913 NEW FRANCE WINE Check Sequence: 81 110151 freight 17.50 06/14/2016 609 - 49750- 433300 110151 resale - wine 1,048.00 06/14/2016 609 - 49750- 425300 110490 resale - wine 1,288.00 06/14/2016 609 - 49750- 425300 110490 freight 32.50 06/14/2016 609 - 49750- 433300 Check Total: 2,386.00 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 82 4462 EDA - Manufacturing Expansion Project April 21 765.00 06/14/2016 213 - 46301- 431990 4471 TIF Management Plan Update - April 2016 850.00 06/14/2016 213 - 46301 - 431990 Check Total: 1,615.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 83 22373 May 2016 - Tech Assistance - City Projects 3,468.75 06/14/2016 101 - 41910 - 431990 22374 15DO03 - Tech Assistance - May 2016 - Xcel Sul 62.00 06/14/2016 101 - 00000 - 220110 22374 ZZDAHL - Tech Assistance - May 2016 - Dahlei 1,964.75 06/14/2016 101 - 00000 - 220110 22374 May 2016 Tech Assistance - Mills Fleet Farm 1,054.00 06/14/2016 101 - 41910 - 431990 22374 ZMISHS - Tech Assist - May 2016 - High Schoo 1,968.50 06/14/2016 101 - 00000 - 220110 22374 ZMISHS - Tech Assist - May 2016 - High Schoo 480.50 06/14/2016 101 - 00000 - 220110 22374 May 2016 - Tech Assist - Spirit Hills Final Plat 232.50 06/14/2016 101 - 41910 - 431990 22374 May 2016 - Tech Assistance - IRT 325.50 06/14/2016 101 - 41910 - 431990 22375 May 2016 - Tech Assistance - Meetings 300.00 06/14/2016 101 - 41910 - 431990 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Check Total: 9,856.50 Vendor: 2610 SHARON NORTON Check Sequence: 84 060216 FiberNet acct. FNM- 001 -1696 Final credit 5.21 06/14/2016 656- 00000 - 115025 Check Total: 5.21 Vendor: 4472 NOVAK FLECK INC Check Sequence: 85 6/7/2016 Escrow Refund: 4392 89th St/Featherstone Dev. 2,000.00 06/14/2016 101 - 00000 - 220110 Check Total: 2,000.00 Vendor: 3018 WAYNE OBERG Check Sequence: 86 6/3/2016 Wayne's Travel Expenses GFOA Convention To 250.59 06/14/2016 101- 41520- 433100 Check Total: 250.59 Vendor: 4368 OFFICE DEPOT INC Check Sequence: 87 842183994001 (2) file covers; 12p pens; 12 sharpies; 2pk refill 57.59 06/14/2016 101 - 43110- 421990 Check Total: 57.59 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 88 53277 Labor - possible rerouting of Streetscape wiring 88.00 06/14/2016 101 - 43160 - 431990 53308 Labor - locate power fee- streetscape Lighting 88.00 06/14/2016 101 - 43160 - 431990 53308 Materials - locater fee 25.00 06/14/2016 101 - 43160 - 431990 Check Total: 201.00 Vendor: 4425 DOROTHY PALEN Check Sequence: 89 060216 FiberNet acct. FNM- 001 -0800 Final credit 74.95 06/14/2016 656- 00000 - 115025 Check Total: 74.95 Vendor: 1273 PAUSTIS & SONS WINE CO Check Sequence: 90 8550149 resale - liquor 240.00 06/14/2016 609 - 49750- 425100 8550149 freight 8.75 06/14/2016 609 - 49750- 433300 8550324 freight 25.00 06/14/2016 609 - 49750- 433300 8550324 resale- wine 1,964.66 06/14/2016 609 - 49750- 425300 Check Total: 2,238.41 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 91 238114 resale - liquor credit inv #2981214 - 1,766.66 06/14/2016 609 - 49750- 425100 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number 238114 freight credit inv #2981214 -18.48 06/14/2016 609 - 49750- 433300 2985364 resale - liquor 3,821.40 06/14/2016 609 - 49750- 425100 2985364 freight 49.44 06/14/2016 609 - 49750- 433300 2985365 resale - wine 1,337.21 06/14/2016 609 - 49750- 425300 2985365 resale - wine n/a 53.00 06/14/2016 609 - 49750- 425400 2985365 freight 52.92 06/14/2016 609 - 49750- 433300 2987662 freight 118.08 06/14/2016 609 - 49750- 433300 2987662 resale - liquor 5,946.05 06/14/2016 609 - 49750- 425100 Check Total: 9,592.96 Vendor: 1431 PIPIELINE SUPPLY INC Check Sequence: 92 C161668 WWTP Fire Hyd. Valve Repair- dewatering grog 175.38 06/14/2016 601 - 49440 - 422220 Check Total: 175.38 Vendor: 4469 DAN POMERLEAU Check Sequence: 93 060216 FiberNet acct FNM- 001 -7863 Final credit 25.84 06/14/2016 656- 00000 - 115025 Check Total: 25.84 Vendor: 2066 PROGRESSIVE BUILDERS Check Sequence: 94 6/7/2016 Escrow Refund - 4333 87th St NE/Featherstone : 2,000.00 06/14/2016 101 - 00000 - 220110 Check Total: 2,000.00 Vendor: 1455 RED'S MARATHON Check Sequence: 95 05/23/2016 speed trailer- battery- Streets 100.00 06/14/2016 101 - 43120 - 422100 Check Total: 100.00 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 96 374357 Freight 7.99 06/14/2016 226 - 45122- 433300 374357 Resale - Concession Food Items 801.58 06/14/2016 226 - 45127- 425410 382843 Freight 7.99 06/14/2016 226 - 45122- 433300 382843 Parties - Pizzas 88.77 06/14/2016 226 - 45127- 421460 382843 Resale - Concession Food Items 408.17 06/14/2016 226- 45127- 425410 389489 Freight 7.99 06/14/2016 226 - 45122- 433300 389489 Resale Concession Food Items 727.21 06/14/2016 226 - 45127- 425410 390846 Friendship Island Snacks 433.75 06/14/2016 226 - 45127- 421981 Check Total: 2,483.45 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 97 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number A27447 Installed New Handle & Lock on Conference Ri 215.50 06/14/2016 226 - 45122- 440100 A27486 Installed New Lock on Women's Locker Room 293.75 06/14/2016 226 - 45122- 440100 A27486 Replaced Cylinder on Back Door @ City Hall 98.75 06/14/2016 101 - 41940 - 440100 A27584 Rekeyed & Installed New Cylinder 157.50 06/14/2016 226 - 45122- 440100 Check Total: 765.50 Vendor: 1725 RUSSELLS OF COURSE INC Check Sequence: 98 5/13/2016 Wine Tasting catering - 5/13/16 2,867.24 06/14/2016 609 - 49754- 425550 Check Total: 2,867.24 Vendor: 1474 PATRICIA A SALZWEDEL Check Sequence: 99 June 1st Semi Monthly Contract Payment 1,593.75 06/14/2016 101 - 42700 - 431200 Check Total: 1,593.75 Vendor: 4261 KRYSTLE SAMUELSON Check Sequence: 100 6/4/2016 (3) matted photo's - D. Craig; D. Kasper; D. Kot, 112.32 06/14/2016 101 - 42200 - 431990 Check Total: 112.32 Vendor: 2568 PATRICK A SAWATZKE Check Sequence: 101 6/7/2016 Walk N Roll Sign 5/31- 6/11/16 80.00 06/14/2016 101 - 45130- 444140 Check Total: 80.00 Vendor: 2443 SECURITAS SECURITY SERVICES USA INC Check Sequence: 102 W5217809 5/7/16 - Grace Schendel 112.00 06/14/2016 226 - 45122- 431992 W5232229 5/21/16 - Cameron Havlik 140.00 06/14/2016 226 - 45122- 431992 Check Total: 252.00 Vendor: 1490 CYNTHIA R SIMPSON Check Sequence: 103 894146 May 2016 Cleaning Service- Fire Dept 100.00 06/14/2016 101- 42200 - 431990 Check Total: 100.00 Vendor: 3309 SOUTHERN WINE & SPIRITS OF MINNESO' Check Sequence: 104 1414354 resale - liquor 1,161.54 06/14/2016 609 - 49750- 425100 1414354 freight 9.22 06/14/2016 609 - 49750- 433300 1414355 freight 40.95 06/14/2016 609 - 49750 - 433300 1414355 resale - wine 1,872.92 06/14/2016 609 - 49750- 425300 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Amount Payment Date Acct Number 480.80 333.52 11,743.26 50.84 222.87 379.34 653.05 327.00 199.50 Check Sequence: 105 06/14/2016 101 - 45201- 421600 06/14/2016 101- 45201- 422500 Check Sequence: 106 06/14/2016 101- 45201- 421650 06/14/2016 101- 43120- 422400 Check Sequence: 107 06/14/2016 101 - 45201- 431990 Check Sequence: 108 06/14/2016 601 - 49440 - 443700 Check Sequence: 109 06/14/2016 609 - 49750- 425200 06/14/2016 609 - 49750- 425400 Check Sequence: 110 06/14/2016 609 - 49754- 421990 06/14/2016 609 - 49754- 421990 06/14/2016 609 - 49754- 421990 Check Sequence: 111 06/14/2016 609 - 49750- 425400 06/14/2016 609 - 49750- 425400 06/14/2016 609 - 49750 - 425400 Check Total: Check Total: Vendor: 2603 SPECIALTY TURF & AG, INC I45316 asst. bags; foam cups (6) Pro - Quench 2.5 gal I45316 (40) 251b Straw bale; 201b shade mix Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Total: Vendor: 1497 SPECTRUM SUPPLY COMPANY 56901 resale - mix (20) nitrile glove; (6) towel roll; (6) vest class 1I 60460 (2) cs. toilet tissue - Streets Check Total: Vendor: 3829 STEVE'O'SEPTIC May 2016 May 2016 (15) Porta Toilet rental Check Total: Vendor: 1520 MATT THEISEN 05/31/2016 Class B Water License- M.T. reimbrs Check Total: Vendor: 1522 THORPE DISTRIBUTING COMPANY 1090810 resale - beer 1093814 resale - beer n/a AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Amount Payment Date Acct Number 480.80 333.52 11,743.26 50.84 222.87 379.34 653.05 327.00 199.50 Check Sequence: 105 06/14/2016 101 - 45201- 421600 06/14/2016 101- 45201- 422500 Check Sequence: 106 06/14/2016 101- 45201- 421650 06/14/2016 101- 43120- 422400 Check Sequence: 107 06/14/2016 101 - 45201- 431990 Check Sequence: 108 06/14/2016 601 - 49440 - 443700 Check Sequence: 109 06/14/2016 609 - 49750- 425200 06/14/2016 609 - 49750- 425400 Check Sequence: 110 06/14/2016 609 - 49754- 421990 06/14/2016 609 - 49754- 421990 06/14/2016 609 - 49754- 421990 Check Sequence: 111 06/14/2016 609 - 49750- 425400 06/14/2016 609 - 49750- 425400 06/14/2016 609 - 49750 - 425400 Check Total: Vendor: 3594 TRIMARK 2639557 asst. bags 2639559 asst. bags; foam cups 2647599 asst. bags; paper towels; canliner; etc. Check Total: Vendor: 1552 VIKING COCA COLA BOTTLING CO 1743408 resale - soda pop 1743530 resale - soda pop 314764 resale - mix Check Total: AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Amount Payment Date Acct Number 480.80 333.52 11,743.26 50.84 222.87 379.34 653.05 327.00 199.50 Check Sequence: 105 06/14/2016 101 - 45201- 421600 06/14/2016 101- 45201- 422500 Check Sequence: 106 06/14/2016 101- 45201- 421650 06/14/2016 101- 43120- 422400 Check Sequence: 107 06/14/2016 101 - 45201- 431990 Check Sequence: 108 06/14/2016 601 - 49440 - 443700 Check Sequence: 109 06/14/2016 609 - 49750- 425200 06/14/2016 609 - 49750- 425400 Check Sequence: 110 06/14/2016 609 - 49754- 421990 06/14/2016 609 - 49754- 421990 06/14/2016 609 - 49754- 421990 Check Sequence: 111 06/14/2016 609 - 49750- 425400 06/14/2016 609 - 49750- 425400 06/14/2016 609 - 49750 - 425400 Invoice No Description Amount Payment Date Acct Number Vendor: 1684 VINOCOPIA Check Sequence: 112 0153159 resale - wine 432.00 06/14/2016 609 - 49750- 425300 0153159 freight 10.00 06/14/2016 609 - 49750- 433300 Check Total: 442.00 Vendor: 1555 VONCO II LLC Check Sequence: 113 33178 (5) yd C & D Waste 73.17 06/14/2016 101- 45201- 431990 Check Total: 73.17 Vendor: 4008 SANDRA WELTON Check Sequence: 114 103 June & July 2016 Library Programs (21) 735.00 06/14/2016 101 - 00000 - 220150 103 June & July 2016 Library Programs Supplies - R 37.19 06/14/2016 101 - 00000 - 220150 Check Total: 772.19 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 115 7815 Labor - Replace Fan Speed Controls (5 Fans) 105.00 06/14/2016 226 - 45122- 440440 Check Total: 105.00 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 116 7084301 resale - wine 1,261.48 06/14/2016 609 - 49750- 425300 7084301 freight 23.76 06/14/2016 609 - 49750- 433300 Check Total: 1,285.24 Vendor: 2645 WRIGHT CO AUDITOR -TREAS Check Sequence: 117 6/3/2016 2016 Assessment Contract 49,871.50 06/14/2016 101 - 41550- 431250 Check Total: 49,871.50 Vendor: 1577 WRIGHT CO AUDITOR -TREAS - ACH Check Sequence: 118 June June 2016 Deputies Contract 98,088.00 06/14/2016 10142100- 430500 Check Total: 98,088.00 Vendor: 1580 WRIGHT COUNTY JOURNAL PRESS Check Sequence: 119 5054576 30% Wine 5115 & 5/22 375.60 06/14/2016 609 - 49754- 434990 Check Total: 375.60 Vendor: 2076 ZAYO BANDWIDTH LLC Check Sequence: 120 003293 06/16 6/1- 30/2016 Private Line; cost recovery surcharg 2,478.33 06/14/2016 656- 49879 - 430910 AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) Invoice No Description Amount Payment Date Acct Number Check Total: 2,478.33 Total for Check Run: 643,510.93 Total of Number of Checks: 120 The preceding list of bills payables was reviewed and approved for payment. Date: 6/13/16 Approved by: Mayor Brian Stumpf AP- Computer Check Proof List by Vendor (06/08/2016 - 1:05 PM) City Council Agenda: 6/13/16 2B. Consideration of approving new hires and departures for City departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring /departure of all listed employees including part-time and seasonal workers. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire /departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires /departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new /terminated employees NEW EMPLOYEES Name Title Department Hire Date Class Chassity Bergstadt Friendship Island Teacher MCC 5/17/2016 PT Morgan Page Guest Service 2 MCC 5/18/2016 PT Sarah Renslow Friendship Island Teacher MCC 5/21/2016 PT Emily Langager Slide Attendant MCC 5/23/2016 PT Meghan Schroeder Guest Service 2 MCC 5/24/2016 PT Mikayla Henkemeyer Guest Service 2 MCC 5/24/2016 PT Shannon Callaghan Lead Guest Service MCC 5/25/2016 PT Maria Zaske Lead Guest Service MCC 5/26/2016 PT 19 =10IviIIZ /_Ai1Z [ell =1LViIaway1=1 =? Name Reason Department Last Day Class Anndee Schiltz Voluntary MCC 5/20/16 PT Noelle Berg Voluntary MCC 5/26/16 PT Morgan Zimmerman Voluntary MCC 5/31/16 PT New Hire and Terms City Council 2016: 6/8/2016 City Council Agenda: 06/13/16 2C. Consideration of approving the sale or disposal of surplus City property (WO) There is no report this City Council cycle. City Council Agenda: 6/13//16 21). Consideration to approve Resolution 2016 -033 approving donations from various sponsors for Walk N Roll Bike Sponsors, Farmer's Market Power of Produce program and entertainment and advertising .(KB) A. REFERENCE AND BACKGROUND: The Council is being asked to approve the donations /sponsorships for the Walk N Roll and Farmer's Market for a total amount of $2,875. The community center plans the Walk n Roll event which was Saturday, June 11th. We have received donations /sponsorships for bikes which are given away on the day of the event. This event attracts approximately 1,200 people and the bike giveaway is very popular. The sponsors are $125 each Riverwood Bank, TDS Telecom, Olson & Sons Electric, The GobarTeam Bryan Gobar Edina Realty, Faith Lutheran Church, Bliss Salon and Studer Chiropractic and a $200 donation from Schlenner Wenner & Co. The Farmer's Market offers entertainment weekly and the market vendors have been generous sponsors of this endeavor. A donation was received from Diamond City Bread in the amount of $50. The Farmer's Market participates in a program called the Power of Produce (PoP). This is a program that encourages children to eat healthy by providing tokens to use to buy produce from the local Farmer's Market. The sponsors offset the cost of the tokens for the kids and then to reimburse the vendors for the produce bought with the tokens. Our sponsors are $250 from Stellis Health and a $1,500 grant was received from the Wright County Area United Way. As required by state statute, if the City accepts the donation of funds, the City Council needs to adopt a resolution specifying the amount of the donation and its use. Al. Budget Impact: The donation/sponsorship will pay for expenses for the Farmer's Market entertainment and advertising as well as the costs of the PoP program. It will also cover the cost to purchase the bikes that will be given away at Walk n Roll. A2. Staff Workload Impact: Staff will do the work to put on both of these events. Our sponsors will be recognized in all our advertisement and banners. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2016 -033 approving the contribution and authorize use of funds as specified. 2. Motion to deny the contribution and return the funds to the donors. City Council Agenda: 6/13//16 C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contributions. D. SUPPORTING DATA: • Resolution #2016 -033 City of Monticello RESOLUTION NO. 2016-033 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 Riverwood Bank Cash Contribution $125 TDS Telecom Cash Contribution $125 Olson & Sons Electric Cash Contributions $125 Schlenner Wenner & Co. Cash Contributions $200 The Gobar Team, Bryan Gobar, Edina Realty Cash Contributions $125 Faith Lutheran Church Cash Contributions $125 Bliss Salon Cash Contributions $125 Studer Chiropractic Cash Contributions $125 Stellis Health Cash Contributions $250 Diamond City Bread Cash Contributions $50 Wright County Area United Way Cash Contributions — Grant $1,500 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 Riverwood Bank Walk N Roll Bike Sponsor TDS Telecom Walk N Roll Bike Sponsor Olson & Sons Electric Walk N Roll Bike Sponsor Schlenner Wenner & Co Walk N Roll Bike Sponsor The Gobar Team, Bryan Gobar, Edina Realty Walk N Roll Bike Sponsor Faith Lutheran Church Walk N Roll Bike Sponsor Bliss Salon Walk N Roll Bike Sponsor Studer Chiropractic Walk N Roll Bike Sponsor Stellis Health Farmer's Market, Power of Produce Diamond City Bread Farmer's Market, Entertainment & Advertising Wright County Area United Way Farmer's Market, Power of Produce Adopted by the City Council of Monticello this 13th day of June, 2016. Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 6/13//16 2E. Consideration to approve Resolution 2016 -034 approving grant /donations from CenterPoint Energy for the purchase of an Automatic External Defibrillator. (KB) A. REFERENCE AND BACKGROUND: The Council is being asked to approve the grant donation from CenterPoint Energy in the amount of $1,000. A representative from CenterPoint Energy will be presenting the grant to the Mayor and Council at the Citizen's Comments portion of the meeting at which time an expression of thanks to be extended to CenterPoint. Formal acceptance of the grant to occur via Council action on the consent agenda. The Community Center has successfully received a grant in the amount of $1,000 from CenterPoint Energy for the purchase of an Automatic External Defibrillator or an AED. AED's are a critical medical tool in the case of an unresponsive individual or an individual who experiences chest pains or worse. Current standards and training is to perform CPR for one minute and then use the AED to defibrillate the heart. Early CPR and AED use has proven to be key to increased survival rates in the case of cardiac arrest. The City and the Community Center do annual training on CPR and the use of an AED. The Community Center plans to install the AED in their fitness center. They currently have one in their main hallway, pool and the hallway between the Senior Center and the Banquet facilities. A law was instituted eleven months ago in which all new AED's need to be registered. The Community Center will register all four of their AED's so emergency personnel can tell 911 callers where an AED is located to assist until medical help arrives which could take up to seven or eight minutes after the 911 call is made. The Community Center does track the expiration of the pads and batteries of their three AED's currently and will add this to their list for regular review. They do budget for the maintenance costs to keep machine current. Al. Budget Impact: The grant will purchase the AED. The community center as a part of its annual budget, will take care of all maintenance for the pads and batteries. A2. Staff Workload Impact: We will register our AED's with the state registry. We also track the expiration dates of the pads and batteries for replacement, usually every three years. B. ALTERNATIVE ACTIONS: 1. Motion to approve Resolution 2016 -034 accepting the grant donation and authorize use of funds as specified. 2. Motion to not approve the grant donation and return the funds to the donors. City Council Agenda: 6/13//16 C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contributions. D. SUPPORTING DATA: • Resolution 2016 -034 City of Monticello RESOLUTION NO. 2016-034 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 CenterPoint Energy Cash Contribution $1,000 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 CenterPoint Energy Purchase of AED for Fitness Center Adopted by the City Council of Monticello this 13th day of June, 2016. Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 6/13/16 2F. Consideration to approve quote from Right Way Caulking for Library Building Caulking project in the amount of $12,029 (KB) A. REFERENCE AND BACKGROUND: The City Council is being asked to approve the quotes submitted for re- caulking the Library control joints and secondary seals around the window frames and approve contracting with the lowest quoting contractor, Right -Way Caulking. In November 2015 during a significant rain storm, water was pouring into the Library building from a south window. The MCC Maintenance Supervisor, Brian Weldon, contacted Greystone the original general contractor and they brought in Empirehouse, the original window contractor for the building to determine what maintenance work would be required to stop the water intrusion. Per their report, enclosed in packet, they recommended repairing the parapet flashings, to re -caulk the control joints and secondary seals around the window frames. Herzog Roofing, the original roofing subcontractor, was brought in and under warranty they repaired the parapet flashings under the direction of DJ Hennessey, former Building Inspector. With this repaired, it is now necessary to re -caulk the control joints and the secondary seals around the frames. John Rued, Chief Building Official, and Derek Wipper, Special Projects, both looked at the building and agree that this work should be done as a part of normal maintenance. While Derek wasn't sure that this would guarantee no further water intrusion, he felt it was necessary to do the re- caulking as it is in poor shape and needs to be replaced. Currently, when it rains they have water weeping onto the sills and/or floor that they have to wipe up. A Claims Adjustor from the League of MN Cities was onsite on Tuesday, June 7t' and was able to determine that there has been no water intrusion in the walls. The lowest quote is from Right -Way Caulking Inc. at $12,029. This includes all the alternates that should be done in this project. Al. Budget Impact: Three quotes were obtained. The Caulkers Company, Inc.'s quote was $19,150, WSN Construction Services LLC's quote was $13,339 and Right Way Caulking Inc.'s quote was $12,029. A2. Staff Workload Impact: Either the MCC Maintenance Supervisor or the Special Projects person will oversee the work and have it inspected by the Building department when completed. B. ALTERNATIVE ACTIONS: 1. Motion to approve the quotes received and contract the work requested to the lowest quote submitted by Right -Way Caulking, Inc. 2. Motion to deny the quotes and work. City Council Agenda: 6/13/16 C. STAFF RECOMMENDATION: Staff recommends alternative one to stop the intrusion of water into the building. As noted above this was reviewed by Brian Weldon, Maintenance Supervisor, DJ Hennessey Building Inspector, Derek Wipper Special Projects and John Rued Chief Building Official and all agree that this work needs to be done. D. SUPPORTING DATA: • Three quotes • Water Leak Investigation report repaired by Jacob Reining, Empirehouse, Inc. The Caulkers Company, Inc. A State Certified Woman Owned Business 7501 Commerce Lane NE., Fridley, MN 55432 763 -574 -8030 763 -574 -8032 fax March 14, 2016 Brian Weldon City of Monticello 505 Walnut Street, Suite 4 4- 1 1 �if 1) J Monticello, MN 55362 I I RE: Monticello Public Library Sealant Repairs Dear Mr. Weldon, This proposal presents The Caulkers Company's approach and pricing to complete caulking repairs this year. Our price includes mobilizations costs, quality union labor, materials, equipment, supervision, office overhead, incidentals, and project management necessary for a quality project to complete the below items. Base Bid Items: Item No. I: Remove /Replace Sealant: We will remove all failed hollow metal frames, vertical Eifs to masonry, and masonry control joints at the Original building. We will complete the above listed item for a lump sum price of ($2,850.00) Alternate Bid Items: Item No. 1: Caulk Roof Can Seam Joints: We will complete the above listed item for a lump sum price of ($1,900.00) Item No.2: Remove/Replace Sealant at Aluminum Entrances /Windows at Original Building: We will remove and replace all caulking at windows throughout the original portion of the building. We will complete the above listed item for a lump sum price of ($2,800.00) Item No.3: Remove /Replace Sealant at Aluminum Entrances/Windows at Newer Addition: We will remove and replace all caulking at windows throughout the newer portion of the building. We will complete the above listed item for a lump sum price of ($2,800.00) Item No.4: Remove /Replace Failed Glazing at Aluminum Entrances/Windows at Original Building: We will remove and replace all failed glazing at the glass to metal areas throughout the original portion of the building. We will complete the above listed item for a lump sum price of ($4,700.00) Item No.5: Remove /Replace Failed Glazing at Aluminum Entrances /Windows at Newer Addition• We will remove and replace all failed glazing at the glass to metal areas throughout the newer portion of the building. We will complete the above listed item for a lump sum price of ($4,100.00) Please contact us if you have any questions regarding our proposal or if you would like to re- stricture our proposal. We appreciate the opportunity to submit this proposal to you and look forward to working with you on this restoration project. Please feel free to contact me with any questions. Sincerely, Josh Laufenberg Project Manager Acceptance Signature ........... ............................... CONSTRUCTION SERVICES LlC 8257 EAST RIVER ROAD NE, FRIDLEY, MN 55432 OFFICE / CELL 651- 900 -5639 EMAIL— wadams @wsnconstructionservicesllc .com FOR BID REQUEST EMAIL — bidreguests @wsnconstructionservicesllc com JANUARY 8, 2015 PROPOSAL NO. 12 -01 -15 ATTN: BRIAN WELDON MAINTENANCE SUPERVISOR RE: MONTICELLO PUBLIC LIBRARY MONTICELLO, MINNESOTA $-' 1 `� 3� ro WE PROPOSE TO FURNISH LABOR, MATERIALS, AND EQUIPMENT NECESSARYTO PERFORM THE SCOPE OF WORK LISTED BELOW IN ACCORDANCE WITH OSHASAFETY STANDARDS, FORTHE SUM OFSEVEN HUNDRED FIFTYTHREE DOLLARS ($753.00). THE SCOPE OF THIS BASE PROPOSAL IS FOR: 1) CUTTING OUTAND RECAULKING THE EXTERIOR HOLLOW METAL DOOR FRAME PERIMETERS 2) CUTTING OUTAND RECAULKING THE VERTICAL E.I.F,S. TO MASONRY CONTROL101NTS AT ORIGINAL BUILDING 3) CUTTING OUTAND RECAULKING THE EXTERIOR MASONRY CONTROLJOINTS ATTHE ORIGINAL BUILDING ADD FOR CAULKING ALL THE ROOF CAP SEAM JOINTS / BOLT HEADS THE SUM OF FOUR HUNDRED FIFTY DOLLARS ($450.00). ADD FOR CUTTING OUTAND RECAULKING THE EXTERIOR ALUMINUM ENTRANCE / WINDOW PERIMETERS ATTHE ORIGINAL BUILDING THE SUM OF ONE THOUSAND SIX HUNDRED SEVENTY TWO DOLLARS ($1,672.00), ADD FOR CUTTING OUTAND RECAULKING THE EXTERIOR ALUMINUM ENTRANCE / WINDOW PERIMETERS ATTHE NEWER ADDITION THE SUM OF ONE THOUSAND FOUR HUNDRED SIXTY FOUR DOLLARS ($1,464.00). ADD FOR CUTTING OUT DETERIORATED SEALAND SEALING THE GLASS TO METAL FRAMING ATTHE ALUMINUM ENTRANCE / WINDOWS AND SEAM JOINTS WITH SILICONE SEALANT AT THE ORIGINAL BUILDING THE SUM OF FIVE THOUSAND THREE HUNDRED TWENTY TWO DOLLARS ($5,322.00). ADD FOR CUTTING OUT DETERIORATED SEAL AND SEALING THE GLASS TO METAL FRAMING ATTHE ALUMINUM ENTRANCE / WINDOWS AND SEAM JOINTS WITH SILICONE SEALANTAT THE NEW ADDITION THE SUM OF THREE THOUSAND SIX HUNDRED SEVENTY EIGHT DOLLARS ($3,678.00). *THIS PROPOSAL WILL BECOME PART OF THE CONTRACT. BID IS GOOD FOR 30 DAYS FROM BID DATE, BID GOOD ON STANDARD A.G.C. CONTRACT. POLLUTION LIABILITY INSURANCE EXCLUDED, ESTIMATOR WILLIAM ADAMS Serving all of Minnesota, Iowa, Wisconsin, North Dakota and South Dakota Caulking * Sealers * Concrete / Brick Restoration * Fire Caulking Right -Way Caulking Inc. 1135 73" Avenue NE Tel. (763) 780 -4102 Minneapolis MN 55432 Fax (763) 780 -3363 March 10, 2016 City ot'Mouticello Attention: Brian Weldon Project; Monticello Library Subject: Recaulking Proposal Recaulking, Base Proposal Scope A. Work Included 1. Window and curtain wall frames set within brick walls, (phase I and II sections). a.) window head joints to steel lintels La) remove the existing sealant and backer rod 2.a.) prepare the existingjoint cavity, and recaulk with new sealant and rod stock b.) steel lintel treatment Lb.) adhesively attach a bronze silicone band to the face of the brick wall directly above the lintel to create a drip edge past the steel 2.b.0 Material: Dow 123 tape, bronze color c.) window jambs to brick l.c) remove the existing sealant and backer rod 2.c.) prepare the existing joint cavity, and recaulk with new sealant and rod stock 2. Aluminum entry frames, (2) a.) inspect and recaulk any perimeter joints found to be defective or possible admitting water. 3. Aluminum window frame head to the EIFS fascia. a.) remove the existing sealant and backer rod b.) prepare the existing joint cavity, and recaulk with new sealant and rod stock 4. Brick control joints above the window frames, (and at other locations as required). a.) remove the existing sealant and backer rod, replace with new to match the existing color 5, North entry problem corners, (at the overhang canopy). a.) inspect the situation and supply caulking or sealant modification as required to eliminate the leak 6. Sealant Material a.) Typical: Similar or equal to BASF MasterSeal NP2 two part urethane b.0 Drip edge banding: Dow 123 tape, standard colors B. Bid 1. $7,240.00 C. Alternate Add I. Work Included a.) Add "wet glazing" at all glass to aluminum joints at the aluminum window and curtain wall frames at all sides of the building, (not including at clearstory or entry frames under shelter). La.) wipe down with isopropyl cleaner 2.a.) "wet glaze" with black structural silicone 2. Add a.) $4,789.00 Thank you, Right -Way Caulking Inc. by Steve Lindstedt PM mon tic ello lihrary caulking Monticello Public Library WATER LEAK INVESTIGATION 11/30/15 Jacob Reining I Safety & Quality Coordinator for Empirehouse, Inc. I December 17, 2015 On Monday November 30" I meet with Brian Weldon (Maintenance Supervisor) to investigate water leaking into the building. We started on the interior of the building where I was shown water stains on window mullions and glass and well as water damage to sheet rock and wood sills (See pictures below) After looking on the interior of the building, I made my way to the exterior. I surveyed the windows and noticed that the secondary seals (or beauty seals) around the frames were severely weathered and could no longer would propel water. I tore away the secondary seal to investigate if the primary seal had failed. Sticking a tooling knife in and pushing around, I found that in the areas I tested, the primary seal appeared to be functioning correctly. This is the "maid' seal to keep water out. See pictures below. These areas were re- caulked that day. I had noticed the in this particular application, that the horizontal face had ran through. When long runs of aluminum are used on window systems, it is customary to have between 1 /a" to 1 /z" gap depending on the length of material. These are gapped due the expansion and contraction of the material in various climates. Given that Minnesota's climate varies daily, it is customary to see such gaps in the exterior mullions. All window systems are designed to take on some water. There are built in applications to prevent the water from getting in the inside of the system itself. These gaps, although there appearance might seem to be a defect, are designed this way as an important part of the integrity of the system. See pictures below. After determining that the primary seal appeared to be in tacked, I investigated other areas of the building to see where the water was coming in. Upon further investigation I determined that some expansion joint areas and well as parapet areas were compromised, which in my opinion is one of the major reasons of leaking. For example: If water gets into the wall cavity it will make its way down (following the path of least resistance so the leak could be z5 feet away from the source) until it reaches an opening. Many times that is a window opening. Many window systems have a "gutter" mullion on the outside of frames. With this mullion being open (like a gutter), it can fill with water. This water will make its way down the windows and mullions themselves. This is why, in this particular location, that we see water starting on the inside starting from the head of the frame and following its way down to the sill. See pictures below. With more investigation, it appears that there were attempts in the past to fix the caulking or leak issues by using silicone over the vinyl or caulking over the original secondary seal. See pictures below. In some areas, it appeared that the rope weeps were torn out. In conclusion, my findings indicate to me that the major issue of water penetration point to parapet flashing which is not installed correctly and caulking of control joints and the secondary seal around the frames are separating. This compromises the sealing of the building's fagade and allows water to enter the wall cavity. My advice to Brian on that day was to have roofers (that were there investigating water leaking last year) to fix the parapet issues and have caulkers come in and re -caulk the control joints and the secondary seal around the frame. After these things have been corrected and if there is still water present in the building, a further determination of water penetration can be done (i.e. a water test on the system and /or caulking joints around the system) at the owners cost. However, I feel if the above issues are fixed, then the water will stop penetrating the building. City Council Agenda: 06/13/2016 2G. Consideration to approve a policy for new customer water meter billing (WO) A. REFERENCE AND BACKGROUND: Currently, the city adds a new customer to the utility billing cycle when the water meter is given to the developer or an agent (plumber) working for the developer. The meter would be added to the billing cycle whether the meter distribution occurred at the cycle's beginning or ending. Still, sometimes meters distributed at the end of a cycle were not added until the next billing cycle. New meters are often charged the minimum water and sewage charge. There is no formally adopted council policy on this matter. Policy: Water meters for new addresses will be added to the billing cycle in the billing period in which the meter was distributed, except those distributed in last 7 days of the billing period. Those meters will be added at the beginning of the next billing cycle. Al. Budget Impact: None. A2. Staff Workload Impact: Minimal. Having an established policy will provide current practices with the force of council approval. B. ALTERNATIVE ACTIONS: 1. Motion to adopt the policy as presented. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • None. City Council Agenda: 06/13/2016 2H. Consideration to approve discounts for utility billing customers with ACH payments and electronic bills (WO) A. REFERENCE AND BACKGROUND: In preparation of monthly utility billing, staff desires limit the increase in customer contact by encouraging customers to sign up for ACH (automatic clearing house) payments and electronic (E) bills. The encouragement comes in the form of increased customer awareness and discounts ($.50) for each service. The discounts would be displayed as a credit for each service on the utility bill. There are 302 non -city accounts paying by ACH. These payments are deducted automatically from customer accounts on predetermined date prior to the beginning of a new billing cycle. Processing ACH payments costs the city $0.01 per transaction. Other payment methods vary from a low of $0.10 for bill pay and a high of $1.95 for credit cards. The city should consider applying a surcharge to credit card payers. Staff is researching options. There are 121 non -city accounts receiving electronic bills. A paper bill with one insert costs $.78. Al. Budget Impact: The immediate costs per billing cycle is $151 for ACH and $94 for E- bills. These costs could be mitigated if additional customers choose each service. A2. Staff Workload Impact: Minimal. Staff would have to add the discounts to each customer account. B. ALTERNATIVE ACTIONS: Motion to adopt the policy as presented. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • None. City Council Agenda: 6/13/16 2I. Consideration of adopting a Resolution 2016 -035 in Support of Wright County supporting a regional partnership in pursuit of an Application to the Federal EDA Short Term Planning Program to Assist in the Completion of a Comprehensive Economic Development Strategy (CEDS) QT) A. REFERENCE AND BACKGROUND: At their regular meeting on June 21, 2016, Wright County will be considering a Resolution of Support and a funding contribution for a collaborative regionally developed application to the Federal EDA Short Term Planning Program to assist in the development of a Comprehensive Economic Development Strategy (CEDS). The other entities involved in the effort include: Benton County, Sherburne County, Steans County, the Central Minnesota Jobs and Training Services and the Initiative Foundation. The development of and submittal of a 5 -year CEDS is a requirement to obtain Federal EDA funding for local development projects. The City can encourage Wright County by offering a resolution of support. Al. Staff Impact: There is very little staff impact in adopting the resolution of support for Wright County in the development of regional CEDS. Preparing a resolution and the report is the immediate staff impact. Longer -term, it's possible that staff may attend meetings to participate in prioritizing projects for the CEDS and then monitoring the availability of funding opportunities. A2. Budget Impact: The very minimal cost to prepare the attached resolution and the staff report is covered under the general EDA budget. B. ALTERNATIVE ACTIONS: 1. Motion to Adopt Resolution 2016 -035 in Support of Wright County's involvement in a regionally developed Comprehensive Economic Development Strategy (CEDS) 2. Motion to Deny or Table Adoption of Resolution 2016 -035 in Support of Wright County's involvement in a regionally developed Comprehensive Economic Development Strategy (CEDS) C. STAFF RECOMMENDATION: 1. Staff recommends approval of Wright County's involvement in a regionally developed Comprehensive Economic Development Strategy (CEDS) D. SUPPORTING DATA: Definition of a CEDS (Power Point Slide provided by Sherburne County) Resolution 2016 -035 V, If iSACE ®S0 P. • The Comprehensive Economic Development Strategy contributes to effective economic development in America's communities and regions through a locally based, regionally driven economic development planning process. Economic development planning —as implemented through the CEDS —is not only a cornerstone of the U.S. Economic Development Administration's (EDA) programs, but successfully serves as a means to engage community leaders, leverage the involvement of the private sector, and establish a strategic blueprint for regional collaboration. The CEDS provides the capacity-building foundation by which the public sector, working in conjunction with other economic actors (individuals, firms, industries), creates the environment for regional economic prosperity. - Regions must update their CEDS at least every 5 years to qualify for EDA assistance under its Public Works and Economic Adjustment Assistance programs. In addition, a CEDS is a prerequisite for designation by EDA as an Economic Development District (EDD). CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION # 2016 -035 A Resolution in Support of Wright County supporting a regional partnership in pursuit of Application to the Federal EDA Short Term Planning Program to Assist in the Completion of a Comprehensive Economic Development Strategy (CEDS) Plan WHEREAS, expansion of the local tax base, creation of new high paying jobs, improvements to the quality of life are identified goals in the City of Monticello Comprehensive Plan and; WHEREAS, the Federal Economic Development Administration has significant resources, including grants, available to promote and advance local economic development, and; WHEREAS, the Comprehensive Economic Development Strategy (CEDS) contributes to effective economic development in America's communities and regions through a locally- based, regionally- driven economic development planning process that is required to be eligible for certain federal EDA funding, and; WHEREAS, additional resources are only available to areas within an Economic Development District as designated by the Federal Economic Development Administration, and; WHEREAS, it is believed that a proposed formal partnership consisting of the Central Minnesota Jobs and Training, the Initiative Foundation, Benton County, Sherburne County, Stearns County and Wright County would share resources and benefits in pursuit of the Federal Economic Development Administration Planning Grant; NOW, THEREFORE, BE IT RESOLVED, by the City Council of Monticello that it hereby supports Wright County in its consideration of a regionally developed application to the Federal EDA Short Term Planning Program to assist in the development of a Comprehensive Economic Development Strategy (CEDS) Plan with a goal to work towards the creation of an Economic Development District serving Benton, Sherburne, Stearns and Wright Counties. Adopted this 13th day of June, 2016. ATTEST: Jennifer Schreiber City Clerk Brian Stumpf Mayor, City of Monticello City Council Agenda: 06/13/16 2J. Consideration to approve Therapeutic Massage Enterprise licenses and approve Ordinance 647 amending the Therapeutic Massage Enterprises and Massage Therapists ordinance by amending Section 3- 18 -10: Term, Renewal of License (JS) A. REFERENCE AND BACKGROUND: The City Council is asked to consider Therapeutic Massage Enterprise Licenses for: 1. Massage Island 2. Body Rhythms 3. Lux Salon Spa 4. Lisa G's Styling Studio 5. Live Well Massage Therapy The ordinance regulating Therapeutic Massage Enterprises took effect on June 1, 2016. The submitted licenses, if approved, will be in effect immediately. Information required for approval consisted o£ Application completed by the individual applicant, partnership, or corporation; License fee of $100; completed Background Information and Release Form and fee of $25; a completed Data Practices Advisory Form (Tennessen Warning) and a Certificate of Workers Compensation Insurance and /or Liability Insurance. The applications were received and reviewed. Massage Island has met all application components and must obtain approval from the Building Inspector on certain building code violations before license can be approved. The other four entities have been scheduled for inspection within the next week. Staff recommends approval pending favorable inspections based on City Ordinance. If the City Council denies a license they will need to provide findings of fact on the denial. Individual Massage Therapist licenses for the above businesses submitted separately and approved administratively. The second part of this item is amending the Massage Ordinance. The amendment consists of changing the license renewal date to be July 1. When the ordinance was first adopted in February it was thought that the annual license could renew on January 1. The implementation process has taken additional time to implement in a through manner, therefore, to be fair to the applicants we recommend that these licenses be renewed annually on July 1. Al. Budget Impact: None. A2. Staff Workload Impact: Minimal staff time was necessary to review the request and prepare this report. City Council Agenda: 06/13/16 B. ALTERNATIVE ACTIONS: Decision 1 1. Motion to approve the Therapeutic Massage Enterprise Licenses as listed below A. Massage Island pending Building Inspectors review and approval of improvements to building code violation. B. Body Rhythms pending positive inspection. C. Lux Salon Spa pending positive inspection. D. Lisa G's Styling Studio pending positive inspection E. Live Well Massage Therapy pending positive inspection. 2. Motion to deny the Therapeutic Massage Enterprise Licenses based on findings of fact to be stated by the City Council for: A. Massage Island B. Body Rhythms C. Lux Salon Spa D. Lisa G's Styling Studio E. Live Well Massage Therapy Decision 2 1. Motion to approve Ordinance No. amending the Therapeutic Massage Enterprise License and Massage Therapists by amending Section 3- 18 -10: Term, Renewal of License 2. Motion to deny Ordinance No. amending the Therapeutic Massage Enterprise License and Massage Therapists by amending Section 3- 18 -10: Term, Renewal of License C. STAFF RECOMMENDATION: Staff recommends Decision 1— Alternative 1 and Decision 2 — Alternative 1. D. SUPPORTING DATA: Applications Draft Ordinance 647 Monti cello APPLICATION FOR 2016 THERAPEUTIC MASSAGE ENTERPRISE LICENSE Date: March 12, 2016 Application is hereby submitted for a Therapeutic Massage Establishment License within the City of Monticello, in accordance with the Ordinance of said City regulating the same. Enclose with the application: • The license fee of $100 + $50 per Massage Therapist (a separate application must be submitted for each therapist) • A completed and signed "background check authorization" form and copy of driver's license • A certificate of workers' comp. insurance or company name & policy #41WEC 5466PR- oTLT applicable) • A certificate of iability insuranceuranc e Company Reference Number: 41 SBA 6569 FN -002 Hartford Insurance Company 1. (FULL Name of Business: Massage Island 2. Check: Individual CCorp rao do >n partnership Other 3. Address of the business to be Licensed: 518 Cedar Street Monticello Minnesota 55362 4. Legal Description of Premises and Description of the ]Premises to be Licensed (plan of the area showing dimensions, location of buildings, street access, and parking) and facilities and floor number, street number, and rooms where the massage services are to be conducted. See 2 attached sheets of paper 5. business Phone Number(s),- 763 -314-0153 6. Minnesota Tax identification No.: 7. Federal Tax Identification No. S. Manager or Owner's FULL Name: Harold Graydon Bliss Bliss Harold G, Last First MI 9. Manager or Owner's Date of Birth: 10. Manager of Owner's Place of Birth: (applicant is different from Mana er1Proprietor please fill out Q's 10 through 15 11. Applicant's Full Name: Last First MI 12. Applicant's Phone Number: Cell Home 13. Applicant's Email Address: 14. Applicant's Home Address: 15. Applicant's Date of Birth: 16. Applicant's Place of Birth: Brainerd, Minnesota 17. Is Applicant, or has Applicant been known by a name other than the current true legal name, and if so, what name(s), when, and in what capacity or place was such a name used. No 18. Are you a U.S. Citizen or resident alien or has the legal authority to work in the United States? I am a US Citizen 19. The name and street address of the business if it is to be conducted under a designation, name, or style other than the name of the applicant, and a certified copy of certificate as required by Minnesota Statues, Section 333.02. N/A 20. Applicant's Position with Company: Manager 21. List the type, name, and location of every business or occupation Applicant has been engaged in during the preceding five years. Assembly Masterson Staf'f'ing Solutions 155 Fi r4ct AyPnliP F25-t Shako .pee, Minnesota 55379 22. Does Applicant have any training or experience in performing massage services, including any certification, degrees, diplomas, or educational coursework. No 23. Full Name of Owner of Premises: John Twardy 24. Address of Owner of Premises: (If different from applicant): L 25. Owners Phone Number (If different from applicant): _ 26. Amount of Investment (buildings, fixtures, furniture, etc): 20, 000 Dollars 27. If partnership, state names and addresses of all partners. Include a copy of the Partnership Agreement. No Partnership donticello Mn. 55362 28. If corporation, state names, addresses and birthdates of all officers and directors. Include a copy of the Articles of Incorporation and Secretary of State's Certificate of Good Standing. Ordinance doesn't require this? Address: 5343 Birthdate: No other persons than those named in this application have any interest in the management and control of such business. 29. Description of services to be provided and of goods, if any, to be sold: Therapeutic Massage No goods sold 30. If goods are sold, source of supply: None 31. Business Hours of Operation: a • ' n Am to I p - op Pm 32. Other communities where licenses are or have been held: one 33. Has Applicant previously been denied a license to perform massage services, or had a license revoked or suspended, and, if so, the circumstances of such denial, revocation, or suspension. 34. List below as to whether, within the preceding five (5) years, the applicant, and/or owner of the business has been convicted of any crime relating to theft, damage or trespass to property, sale of a controlled substance, or the operation of business; the nature of any such offense and the penalty assessed. None 35. The names, residences and /or business addresses of three (3) persons, residents of the State of Minnesota of good moral character, not related to the Applicant or financially interested in the licensee's premises who may be referred as to the Applicant's character, or in the case where information is required of a mannoer_ the mnnnoer'c character_ Rob r W rl i -, -o, Mey H. Tex IQn -Fa nnesota 55318 36. Do you reside in Monticello and have your home as a base for your business: Yes No 55 345 Minnesota 55343 DATA PRACTICESADVISORY.• The data supplied in this application will be used to assess the qualifications for a license. This data is not legally required but the City will not be able to grant the license without it. If a license is granted, the data will constitute a public record. CITY OF Monticello APPLICATION FOR 2016 THERAPEUTIC MASSAGE ENTERPRISE LICENSE Date: 6-b & /110 Application is hereby submitted for a Therapeutic Massage Establishment License within the City of Monticello, in accordance with the Ordinance of said City regulating the same. Enclose with the application: • The license fee of $100 + $50 per Massage Therapist (a separate application must be submitted for each therapist) • A completed and signed "background check authorization" form and copy of driver's license • A certificate of workers' comp. insurance or company name & policy # (if applicable) • A certificate of liability insurance 1 1. FULL Name of Business: J M ek b 2. Check: Individual Corporadon Partnersh° Other 3. Address of the Business to be Licensed: V fit. J� ex- 4- Nn I V I �AW�-I o . ntj �53 d 8 4. Legal Description of Premises and Description of the Premises to be Licensed (plan of the area showing dimensions, location of buildings, street access, and parking) and facilities and floor number, street number, and rooms where the massage services are to be conducted. 5 6 7 8 Business Phone Number(s): V ( ^ Minnesota Tax Identification No.: Federal Tax Identification No. E Manager or Owner's FULL Name: T .act 9. —11anager or Owner's Date of Birth: 10. MnWager of Owner's Place of Birth: 11. Applicant's Full Name: 12. Applicant's Phone Number: Cell Home 13. Applicant's Email Address: 14. Applicant's Home Address: 15. Applicant's Date of Birth: First First MI MI 16. Applicant's Place of Birth: 17. Is Applicant, or has Applicant been known by a name other than the current true legal name, and if so, what name(s , when, and in what capacity or place was such a name used. 4U J IN n — W\ Pr t>" t44\�C 18. Are you a U.S. Citizen or resident alien or has the legal authority to work in the United States? �-A Strom 19. The nabrf and street address of the business if it is to be conducted under a designation, name, or style other than the name of the applicant, and a certified copy of certificate as required by Minnesota Statues, Section 333.02. f _ 20. Applicant's Position with Company: F �-� T ��krp 21. List the type, name, and location of every business or occupation Applicant has been engaged in during the preceding five years. wA( +(tTTe- " 1%c uTt, �- - 22. Does Applicant have any training or experience in performing massage services, including any certification, degrees, diplo as, or educational �.tj r j 4A lo RN 23. Full Name of Owner of Premises: 24. Address of Owner of Premises: (If diffVrent from 4plicantL• 25. Owners Phone Number (If different from applicant): 26. Amount of Investment (buildings, fixtures, furniture, etc): Z/9 27. If partnership, state names and addresses of all partners. Include a copy of the Partnership Agreement. 28. If corporation, state names, addresses and hirthdates of all officers and directors. Include a copy of the Articles of Incorporation and Secretary of State's Certificate of Good Standing. Ordinance doesn't require this? 1" (A No other persons than those named in this application have any interest in the management and control of such business. 29. Description of services to be provided and of goods, if any, to be sold: -►. �aP bpi �.y 4F � 1& u ra..Q 100dAl . 30. If goods are sold, source of supply: 31. Business Hours of Operation: I 32. Other communities where licenses are or have been held: �'C �.� �k�l l �12 - �� - t�•a. -ra Q-G► o � �.- ,�a..o �.a�C Y-6 33. Has Applicant previously been denied a license to perform massage services, or had a license revoked or suspended, pnd, if so, the circumstances of such denial, revocation, or suspension. 34. List below as to whether, within the preceding five (5) years, the applicant, and /or owner of the business has been convicted of any crime relating to theft, damage or trespass to property, sale of a controlled substance, or the operation of business; the nature of any such offense and the penallty assessed. 35. The names, residences and /or business addresses of three (3) persons, residents of the State of Minnesota of good moral character, not related to the Applicant or financially interested in the ➢ieensee's premises who may be referred as to the Applicant's character, or in the case where 36. Do you reside in Monticello and have your home as a base for your business: Yes No DATA PRACTICESADVISORY.• The data supplied in this application will be used to assess the qualifications for a license. This data is not legally required but the City will not be able to grant the license without it. If a license is granted, the data will constitute a public record. CITY OF , UrN 0 GnL L APPLICATION FOR 2016 THERAPEUTIC MASSAGE ENTERPRISE LICENSE Date: -3 l (� Application is hereby submitted for a Therapeutic Massage Establishment License within the City of Monticello, in accordance with the Ordinance of said City regulating the same. Enclose with the application: • The license fee of $100 + $50 per Massage Therapist (a separate application must be submitted for each therapist) • A completed and signed "background check authorization" form and copy of driver's license • A certificate of workers' comp. insurance or company name & policy # Irk CTq4�3 (if applicable) • A certificate of liability insurance 1. PULL Name of Business 2. Check: Individual r 3. Address of the Business toll 157q -7441 '-�l - 4. Legal Description of Premises and Description of the Premises to be Licensed (plan of the area showing dimensions, location of buildings, street access, and parking) and facilities and floor number, street number, and rooms where the .P nmassage services are to be conducted. f C 171 MIX C- ,�"`�12�r 1 �(�GS�G{ tl — D� �'�h',,til C�An.nl�c• 2 �nb�� C1,�t,,(��.b(e �/ wt�y�i�i� Itii C,in..e�� ;'�tTc,� 5. Business Phone Number(s): -1 (, 3-- 5 - 2323 6. Minnesota Tax Identiffication No.: 7. Federal Tad Identification No. S. Manager or Owner's ]FULL Name: P-O -C V* -ae.1 Last First MI 9. Manager or Owner's Date of Birth: 10. Manager of Owner's Place of Birth: tt'apnlicant is different fi^om Many erlProprietor Tease fill out Q's 10 through 15 11. Applicant's Pull Name: 12. Applicant's Phone Number: Cell 13. Applicant's Email Address: 14. Applicant's Home Address: 15. Applicant's Date of Birth: 16. Applicant's Place of Birth: Last First MI Home 17. is Applicant, or has Applicant been known by a name other than the current true legal name, and if so, what name(s), when, and in what capacity or place was such a name used. 18. Are you a U.S. Citizen or resident alien or has the legal authority to work in the United States? i� es 19. The name and street address of the business if it is to be conducted under a designation, name, or style other than the name of the applicant, and a certified copy of certificate as required by Minnesota Statues, Section 333.02. 20. Applicant's Position with Company: 21. List the type, name, and location of every business or occupation Applicant has been engaged in during the preceding five years. aj 22. Does Applicant have any training or experience in performing massage services, including any certification, degrees, diplomas, or educational coursework. 23. Full Name of Owner of Premises: w L'= DV 03 L- 24. Address of Owner of Premises: (If different from applicant): _ 25. Owners Phone Number (If different from applicant): 26. Amount of Investment (buildings, fixtures, furniture, etc): q 2--�;- 0, &C-5-(? 27. If partnership, state names and addresses of all partners. Include a copy of the Partnership Agreement. 28. If corporation, state names, addresses and birthdates of all officers and directors. Include a copy of the Articles of Incorporation and Secretary of State's Certificate of Good Standing. Ordinance doesn't require this? s< No other persons than those named in this application have any interest in the n¢anagement and control of such business. 29. Description of services to be provided and of goods, if any, to be sold: 30. If goods are sold, source of supply: Av Ct 31. Business Hours of Operation: Is 0—+ 0 32. Other communities where licenses are or have been held: 33_ Has Applicant previously been denied a license to perform massage services, or had a license revoked or suspended, and, if so, the circumstances of such denial, revocation, or suspension. �jV j 34. List below as to whether, within the preceding five (5) years, the applicant, and /or owner of the business has been convicted of any crime relating to theft, damage or trespass to property, sale of a controlled substance, or the operation of business; the nature of any such offense and the penalty assessed. NI P-I 35. The names, residences and /or business addresses of three (3) persons, residents of the State of Minnesota of good moral character, not related to the Applicant or financially interested in the licensee's premises who may be referred as to the Applicant's character, or in the case where information is required of a manager, the manager's character. VCL wt '-2-k vv vv-ea' v� o-v\ 36. Do you reside in Monticello and have your home as a base for your business: Yes No DATA PRACTICES ADVISORY: The data supplied in this application will be used to assess the qualifications for a license. This data is not legally required but the City will not be able to grant the license without it. If a license is granted, the data tit4ll constitute a public record. A MonCITY ticello APPLICATION FOR 2016 THERAPEUTIC MASSAGE ENTERPRISE LICENSE Date: Application is hereby submitted for a Therapeutic Massage Establishment License within the City of Monticello, in accordance with the Ordinance of said City regulating the same. Enclose with the application: • The license fee of $100 + $50 per Massage Therapist (a separate application must be submitted for each therapist) • A completed and signed "background check authorization" form and copy of driver's license • A certificate of workers' comp. insurance or company name & policy # (if applicable) A certificate of liability insurance FULL Name of Business: w or, PA 3. Address of the Business to be Licensed: 4. Legal Description of premises and Description of the Premises to be Licensed (plan of the area showing dimensions, location of buildings, street access, and parking) and facilities and floor number, street number, and rooms where the massage services are to be conducted. 5. business Phone Number(s): I (_Q-j— 6. Minnesota Tax Identification No.: 7. Federal Tax Identification No. Manager or Owner's FULL No i7 Last First MI 9. Manager or Owner's Date of Birth: 10. Manager of Owner's Place of Birth: ij If applicant is different from Many er /Pro -prietor please ill out Q's 10 through 11. Applicant's Full Name: Last First MI 12. Applicant's Phone Number: Cell Home 13. Applicant's Email Address: 14. Applicant's Home Address: 15. Applicant's )Date of Birth: 16. Applicant's Place of Birth: 17. Is Applicant, or has Applicant been known by a name other than the current true legal name, and if so, what name(s), when, and in what capacity or place was such a name used. 18. Are you a U.S. Citizen or resident alien or has the legal authority to work in the United States? 19. The name and street address of the business if it is to be conducted under a designation, name, or style other than the name of the applicant, and a certified copy of certificate as required by Minnesota Statues, Section 333.02. 20. Applicant's Position with Company: 21. List the type, name, and location of every business or occupation Applicant has been engaged in during the preceding five years. 22. Does Applicant have any training or experience in performing massage services, including any certification, degrees, diplomas, or educational coursework. 23. Full Name of Owner of Premises: Lt;7h 6, I� � 24. Address of Owner of Premises: (If different from appli ---fl- 25. Owners Phone Number (If different from applicant): _ 26. Amount of Investment (buildings, fixtures, furniture, etc): 27. If partnership, state names and addresses of all partners. Include a copy of the partnership Agreement. 28. If corporation, state names, addresses and birthdates of all officers and directors. Include a copy of the Articles of Incorporation and Secretary of State's Certificate of Good Standing. Ordinance doesn't require this? No otherpersons than those named in this application have any interest in the management and control of such business. 29. Description of services to be provided and of goods, if any, to be sold: 30. If goods are sold, source of supply: 31. Business Hours of Operation: , oa._ 32. Other communities where licenses are or have been held: 1 33. Has Applicant previously been denied a license to perform massage services, or had a license revoked or suspended, and, if so, the circumstances of such denial, revocation, or suspension. 34. List below as to whether, within the preceding five (5) years, the applicant, and /or owner of the business has been convicted of any crime relating to theft, damage or trespass to property, sale of a controlled substance, or the operation of (business; the nature of any such offense and the penalty assessed. vnio E--) 35. The names, residences and /or business addresses of three (3) persons, residents of the State of Minnesota of good moral character, not related to the Applicant or financially interested in the licensee's premises who may be referred as to the Applicant's character, or in the case where information is required of a manager, the manager's character. 36. Do you reside in Monticello and ha a your home as a base for your (business: Yes No DATA PRACTICES ADVISORY. The data supplied in this application will be used to assess the qualifications for a license. This data is not legally required but the City will not be able to grant the license without it. If a license is granted, the data will constitute a public record. ON lyt ;4 X � MofitiueRo APPLICATION FOR 2016 THERAPEUTIC MASSAGE ENTERPRISE LICENSE Date: �0 Application is hereby submitted for a Therapeutic Massage Establishment License within the City of Monticello, in accordance with the Ordinance of said City regulating the same. Enclose with the application: • The license fee of $100 + $50 per Massage Therapist (a separate application must be submitted for each therapist) • A completed and signed "background check authorization" form and copy of driver's license • A certificate of workers' comp. insurance or company name & policy # (if applicable) • A certificate of liability insurance 1. FULL Name of Business 2 y 3. 4. Legal Description of Premises and Description of the Premises to be Licensed (plan of the area showing dimensions, location of buildings, street access, and parking) and facilities and floor number, street number, and 1rooms where the massage services are to be conducted. 5. Business Phone Number(s): b 12-. 5 6. Minnesota Tax Identification No.- c 7. Federal Tax Identification No. 8. Manager or Owner's FULL Name: �33c�i Last 9. Manager or Owner's Date of Birth:_ 10. Manager of Owner's Place of Birth: V4'- - MI �J Ifapplicant is different from Manager/Proprietor, please fill out Q's 10 throu-uh 15 11. Applicant's Full',Name: ``. Last First MI 12. Applicant's Phone Number: Cell Home 13. Applicant's Email Address: 14. Applicant's Home Address: 15. Applicant's Date of Birth: 16. Applicant's Place of Birth: 17. Is Applicant, or has Applicant been known by a name other than the current true legal name, and if so, what name(s). when, and in what capacity or place was such a name used. 18. Are you a .S. Citizep \>o/r�resident alien or has the legal authority to work in the United States? 19. The name and street address of the business if it is to be conducted under a designation, name, or style other than the name of the applicant, and a certified copy of certificate as required by Minnesota Statues, Section 333.02. 20. Applicant's Position with Company: e-v- 21 List the type, name, and location of every business or occupation Applicant has been engaged in during the preceding five years. 22. Does Applicant have any training or experience in performing massage services, including any certification, degrees, diplomas, or educational coursework. .r 23. Full Name of Owner of Premises: 24. Address of Owner of Premises: (If different from applicant): 25. Owners Phone Number (If different from applicant): 26. Amount of Investment (buildings, fixtures, furniture, etc): _ 27. If partnership, state names and addresses of all partners. Include a copy of the Partnership Agreement. 28. If corporation, state names, addresses and birthdates of all officers and directors. Include a copy of the Articles of Incorporation and Secretary of State's Certificate of Good Standing. Ordinance doesn't require this? :_1 No other persons than those named in this application have any interest in the management and control of such business. 29. Description of services to be provided and of goods, if any, to be sold: 30. If goods are sold, source of supply: 31. Business Hours of Operation: (-I,- 32. Other communities where licenses ar�or have been held: U © CL' 33. Has Applicant previously been denied a license to perform massage services, or had a license revoked or suspended, and, if so, the circumstances of such denial, revocation, or suspension. 6 34. List below as to whether, within the preceding five (5) years, the applicant, and /or owner of the business has been convicted of any crime relating to theft, damage or trespass to property, sale of a controlled substance, or the operation of business; the nature of any such offense and the penalty assessed. � 35. The names, residences and /or business addresses of three (3) persons, residents of the State of Minnesota of good moral character, not related to the Applicant or financially interested in the licensee's premises who may be referred as to the Applicant's character, or in the case where information is uired of a manager, the manager's character. 36. Do you reside in Monticello and have your home as a base for your business: Yes No L ATA PRACTICES ADVISORY.- The data supplied in this application will be used to assess the qualifications for a ense. This data is not legally required but the City will not be able to grant the license without it. If a license is granted, e data will constitute a public record. 10 - 6U-C. ORDINANCE NO. 647 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING THE THERAPEUTIC MASSAGE ENTERPRISES AND MASSAGE THERAPISTS ORDINANCE BY AMENDING SECTION 3- 18 -10: TERM, RENEWAL OF LICENSE THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: Section 1. Section 3, Chapter 18 of the City Code of the City of Monticello is amended to add the following: 3 -18 -10 (A) The term of a massage therapist license and a therapeutic massage enterprise license is one year. If an individual or enterprise submits an application any time during a calendar year, the term shall expire Deee ^ er- 3 t June 30 of the year of issuance. The license fee for a partial year may be pro -rated to one -half of the annual fee if an application is filed with the issuing authority after hane 30 December 31. (B) Licenses must be renewed annually and the annual fee will be applied. A massage therapist license issued under this section shall expire on Deee ber- 3 June 30 of the year of issuance of the license. A therapeutic massage enterprise license issued under this section shall expire on Deee er- 3 t June 30 of the year of issuance. An application for the renewal of an existing license shall be made at least 30 days prior to the expiration date of the license and shall be made in such form as the issuing authority requires. Section 2. Effective Date. This Ordinance shall be effective immediately upon its passage and publication according to law. Adopted by the City Council of Monticello, Minnesota on the 13`h day of June, 2016. ATTEST: Jeff O'Neill, City Administrator VOTING IN FAVOR: VOTING IN OPPOSITION: Brian Stumpf, Mayor City Council Agenda: 06/13/16 2K. Consideration to adopt Resolution 2016 -036 accepting a petition and calling for a public hearing for vacation of drainage and utility easements for Lot 1, Block 1 of Otter Creek Crossing 11t Addition. Applicant: Rocky Mountain Exchange Holding Company 25254, LLC (AS /JS) A. REFERENCE AND BACKGROUND: Rocky Mountain Exchange LLC has submitted a petition asking Council to call for a public hearing to consider granting vacation of drainage and utility easements across Lot 1, Block 1, Otter Creek Crossing 1St Addition. The vacation of easements is requested to facilitate a site improvement project for Dahlheimer Beverage. The proposed final plat for Clear Creek Additionwill incorporate the required new drainage and utility easements for platted lots and blocks.. Procedurally, Council must accept the petition and call for a public hearing to consider the vacation. Statute requires two weeks between the publication of notices and the public hearing itself. Therefore, Council should call for the public hearing for consideration of the vacations to be placed on the June 27 City Council agenda. City staff has prepared notices to be published in the Monticello Times and sent to affected property owners. Al. Budget Impact: There is no budget impact associated with calling for the hearing, as the notification expenses are covered through the application fee. A2. Staff Workload Impact: Staff impacts at this time are limited to the preparation of the notice documents. Should Council call for the hearing, staff will continue work on reviewing the vacation application. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2016 -036 accepting the petition and calling for a public hearing on Monday, June 27, 2016 to consider the vacation of drainage and utility easements over and across Lot 1, Block 1 Otter Creek 1St Addition. 2. Motion to not call for a public hearing at this time on the vacation request. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Resolution 2016 -036 • Petition for Vacation • Easement Vacation Exhibit CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-035 CALLING FOR A PUBLIC HEARING ON VACATING DRAINAGE AND UTILITY EASEMENTS FOR LOT 1, BLOCK 1, OTTER CREEK CROSSING 1sT ADDITION WHEREAS, a petition was received on May 20, 2016 requesting vacation of drainage and utility easement at Lot 1, Block 1, Otter Creek Crossing 1St Addition; and WHEREAS, the Monticello City Council, pursuant to Minnesota Statute 412.851 and 462.358, desires to consider the vacation of drainage and utility easements over and across the following property legally described as follows: Parcel: All those drainage and utility easements lying within Lot 1, Block 1, Otter Creek Crossing Pt Addition, dedicated in the plat of said Otter Creek Crossing 1St Addition, according to the recorded plat thereof, Wright County. NOW THEREFORE, BE IT HEREB Y RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. The Council will consider the vacation of such easements and a public hearing shall be held on such proposed vacation on the 27th day of June, 2016, before the City Council in the Council Chambers located at the Monticello Community Center at 6:30 p.m. 2. The City Clerk is hereby directed to give published, posted and mailed notice of such hearing as required by law. ADOPTED BY the City Council of Monticello, Minnesota this 13th day of June, 2016. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator DATE May 20, 2016 TO: Community Development Director City of Monticello To Whom it may Concern: Rocky Mountain Exchange Holding Company 25254, LLC, fee title property owner of 3360 Chelsea Road West, Monticello, MN 55362, petition for the vacation of all existing drainage and utility easements within the lot boundaries of Lot 1, Block 1, Otter Creek Crossing 1St Addition. Legal description: All those drainage and utility easements lying within Lot 1, Block 1, OTTER CREEK CROSSING 1ST ADDITION, dedicated in the plat of said OTTER CREEK CROSSING 1ST ADDITION, according to the recorded plat thereof, Wright County, Minnesota. Thank You, Greg Dahlh mer, Chief Manager Rocky Mountain Exchange Holding Company 25254, LLC CITY .I�40 F CITY OF MONTICELLO Community Development 505 Walnut Street, Suite I Montiy�} • Monticello, MN 55362 Land Use Application cello (763) 295 -2711 . infogci.monticello.mn.us APPLICATION PROPERTY INFORMATION Property Address '-33 (a C, S t ' Property Legal Description Q Property ID Number Map Amendment (Rezoning) PROPERTY OWNER INFORMATION Owner Name h.0 Owner Address Owner Phone /Email Comprehensive Plan Amendment APPLICANT INFOR ATION Applicant Name Applicant Address Applicant Phone /Email LL— e APPLICATION LAND USE APPLICATION TYPE APPLICATION FEE Amendment to Ordinance Residential Map Amendment (Rezoning) $200 + escrow 1 unit Text Amendment $200 + escrow $6,000 Comprehensive Plan Amendment $200 + escrow 11+ Conditional Use Permit $200 + escrow Interim Use Permit $200 + Escrow Total Fees from Above (onlyone Planned Unit Development $ Q — Concept $200 + escrow Development $200 + escrow Final $50 + escrow Other (Vegetation Cutting, Temp Infrastructure) $0 Site Plan Review $50 + escrow Sketch Plan Review Not applicable Subdivision Simple Subdivision $200 + escrow Administrative Lot Combination Preliminary Plat $300 + escrow Final Plat $50 + escrow Variance $200 + escrow Vacation (Easement or Right of Way) ✓ $200 + escrow Special Planning Commission Meeting* *Request relies on availability of a quorum of Planning Commission $350 Revised 3/11/2015 LAND USE APPLICATION PLAN REVIEW ESCROW Commercial *See escrow statement on reverse. Residential 0 -3 Acres $2,000 1 unit $500 (single - family) 4 -10 $6,000 2 + units $1000 based + $100 /unit 11+ $10,000 LAND USE APPLICATION FEE & ESCROW CALCULATION Total Fees from Above (onlyone fee required for combination applications) $ Q — Total Escrow from Above $ TOTAL TO BE PAID AT APPLICATION $ Revised 3/11/2015 Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) ��- -v.`�_ (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. (Date) f� Applicant's Statement Regarding Fees & Escrows I acknowledge the Fees & Escrow Purpose explanation below and hereby agree to pay all statements received pertaining to additional application expense and City review. (Signature) (Date) 5 Timeline for Review MN State 15.99 allows a 60 -day review period for final action on a land use application (does not apply to plat applications), once that application is found to be complete, unless the City extends the review period and so notifies the applicant. Your request will not be scheduled for public hearing or City review until all required information has been provided and found to be adequate by the Community Development Department. Purpose of Fees & Escrow Fees: The application fees are used for publication of the public hearing notice in the Monticello Times, for postage to mail the required notice to adjacent properties as outlined by ordinance, and recording fees. Escrow: The City uses escrow deposits for staff and consultant time for case review and preparation of documents related to the application. This may include engineering, legal, planning and environmental consultation. Should the original escrow be exceeded, the applicant or responsible party will be billed for all additional services. It is the policy of the City of Monticello to require applicants for land use approvals to reimburse the City for costs incurred in reviewing and acting upon applications, so that these costs are not borne by the taxpayers of the City. These costs include all of the City's out -of- pocket costs for expenses, including the City's costs for review of the application by the City's staff, Consulting Engineer, Consulting Planner, City Attorney, or other consultants. The City will invoice the applicant for these costs within 3 months of final action on the land use application and payment will be due within thirty (30) days. If payment is not received as required by this agreement, the City will proceed on action to assess or lien. Payment of costs will be required whether the application is granted or denied. CM REH#EW INFORMATION -1NT RNA1 USE Application Received Date Application Determined Complete Date /By / Application Action Deadline Date 60 Days 120 Days PROPERTY LEGAL DESCRIPTION AND WRIGHT COUNTY PROPERTY IDENTIFICATION NUMBER (PID) FOR CITY OF MONTICELLO LAND USE APPLICATION Lot 1, Block 1, Otter Creek Crossing 1st Addition, Wright County, MN PID No.: 155- 181 - 001010 I ' I EASEMENT VACATION EXHIBIT FOR THE PROPOSED PLAT OF CLEAR CREEK ADDITION CITY OF MONTICELLO, WRIGHT COUNTY, MN `SF DESCRIPTION OF EASEMENTS TO BE VACATED -V \ Vacate all those drainage and utility easements lying within Lot 1, Block 1, OTTER CREEK CROSSING 1ST ADDITION, dedicated in the plat of said OTTER \ CREEK CROSSING 1ST ADDITION, according to the recorded plat thereof, Wright County, Minnesota. T /_ � ► ► V l7 L- U T � � i I <,ox � N: \Lana Nrojects \161/L - Clear Creek Addition \dwg \Easement Exhibit \16172 Easement - Vacate.dwg V 0 200 400 600 GRAPHIC SCALE IN FEET DENOTES DRAINAGE AND UTILITY EASEMENT TO BE VACATED EASEMENT TO BE VACATED NOTE EXISTING DRAINAGE AND UTILITY EASEMENTS AS DEDICATED ON EXISTING LOT 1, BLOCK 1, OTTER CREEK CROSSING 1ST ADDITION CONFLICT WITH PROPOSED BUILDING AND ARE TO BE VACATED. PROPOSED FINAL PLAT OF CLEAR CREEK ADDITION WILL RE- DEDICATE DRAINAGE AND UTILITY EASEMENTS AS APPROPRIATE. SITE DATA: EXISTING ZONING: 1 -1 INDUSTRIAL EXISTING LOT AREAS: LOT 1: 376,663 SF = 8.65 AC OUTLET C: 51.948 SF 1.19 AC OUTLOT A: 217.619 SF 4.99 AC TOTAL = 646,230 SF 14.83 AC PROPOSED LOT AREAS: LOT 1: 216,683 SF = 4.97 AC LOT 2: 429.544 SF = 9.66 AC TOTAL = 646,227 SF = 14.83 AC EXISTING BUILDING AREA ON PROPOSED LOT 1: EXISTING BUILDING: 54,595 SF PROPOSED BUILDING AREAS ON PROPOSED LOT 2: PROPOSED BUILDING: 97,055 SF FUTURE BUILDING: 54,545 SF EXISTING IMPERVIOUS AREA 211.182 s/ = 4.85 Ores PROPOSED IMPERVIOUS AREA 451.117 s/ - 10.36 o—, (INCLUDCS NTURE BUILDING AND PROOF PARKING) NET IMPERVIOUS AREA INCREASE 239.935 s( = 5.51 aces I 1 I 1 I 1 I _ — — — — ._ — _ I I _ — — _ _ — —. _ — _ � X*K SETBACK: MINIMUM REQUIREMENTS PROJECT LOCATION LOCARON BUILDING 1161 PART OF THE i AND SW{, 0 40 80 120 FRONT 30 10 SECTION 1D TOWNSHIP 121, RANGE 25. -. a- 4YI2'Y2' -_._ Ry60. 00 ; - -_-\ WRIGHT COUNTY, MINNESOTA GRAPHIC SCALE IN FEET INTERIOR SIDE 15 6 STREET SIDE 30 12 EXISTING LEGAL DESCRIPTION SURVEY DATA REAR YARD 15 6 LOT 1, BLOCK 1, AND OUTLOT A. OTTER CREEK CROSSING IST ADDTION, SURVEY INFORMATION PROVIDED BY: AND OUTLOT C, OTTER CREEK CROSSING 3RD ADDITION, MEYER ROHLIN LAND SERVICES 708 - AVENUE NE WRIGHT COUNTY, MINNESOTA. BUFFALO. MN 55313 BENCHMARK: PROPOSED LEGAL DESCRIPTION TOP NUT HYDRANT ON DALTON AVENUE SOUTHEAST CURB LINE LOCATED EXISTING LOTS I AND 2, BLOCK 1, APPROXIMATELY 195 FT NORTHEAST OF CLEAR CREEK ADDITION. WRIGHT COUNTY, MINNESOTA DALTO4 WAY INTERSECTION. ELEV=943.27 I 1 I 1 I 1 I _ — — — — ._ — _ I I _ — — _ _ — —. _ — _ � I AVEN UE N.E NEW ACCESS PROPOSED - _ DALTON EXISTING - BITUMINOUS. N\ TRAIL -. a- 4YI2'Y2' -_._ Ry60. 00 ; - -_-\ 84-.-1 EXISTING 9 TO _ A CESS TO BE REMOVED ' EXISTING GREAT RIVER ENERGY o 0 ' TRANSMISSION POWER LINE - , ' EASEMENT; SEE SURVEY EXISTING BITUMINOUS OUS li.1I . TT1 79. 161.0 _, EXISTING ph ysba _ ACCESS TO TRUCK WASH BE REMAIN . I v ri 0 x a K I t PROPOSED BITUMINOUS TRAIL I I I I 1 1 I I ' I �EXISTING -f CUL- DE -54C 2 til l do I I 1 I I 1 EXISTING WEILAND �- BOUNDARY _ !� : FILE NO. 00601 b H y h 3 Y FILE NO. 00601 GOPHER STATE ONE CALL TICKET CHECK STATUS I. Matter of rocoM we shown according to Old Republic National TWO Inaaronce Commitment Number 51195. 'awed by COMMI -I perfne,e Thie, /LC, ENecbi , ALTA /NSPS LAND TITLE SURVEY Oct. AI., il, 2016. 2. Prroert° Aearees or Parcel 1. 3360 Chehieo Road W. Monllcello. MN (no addroaa - sfgnetl for Parcel 2 and Porc<I 3) f -2. No[ survey rabtetl. NKxnvm emroi, rwadya.gt+dary °,mat,uw ryweex tenexegeeka,+mw: J. Relates to wh;eM1 L »ub De dKoloeed by Mil aary <y. FOR J. A subdvie;on plat Def proposed for ID's pro- - to plfl the property to two lots. The descd Lion of the ,< Mng bfs wall be Lot I pnd Lot 2. Black 1, DAHLHEIMER DISTRIBUTING c x.m. xv s[m rime rammenD CLEAR CREEK ADORION alter Me ed ... is i orded. Tee bcvffon of Me proposed bt line fMicoted on this drawing. The proposed lot areas arc 4 -9. Not survey related. 011°Y1s Tteer indioded below In Nota f4, along wfth o breakdown Ere lord °reds from POrcele 1, 2, and 3 rhieh will eonMbute to Lots 1 aM 2. 4. Gross Land Are° 14" Acroa (646,22] Sq. re) f0 Oroinoge arW utGy edaemmts occoMing to recorded pots arc Intloated f on Mfs drowirr9 \ / Amd of proposed Lot I. Block 1, CLEAR CREEK AppIT10N: 216,683 Sq. R. (Being o portbn °/ Parcel I). yocoted easements over, through, and across Lot I, Block 1, Otter OeIk \) Aroo 01 propwed lot 2, Bock 1, CLEAR CREEK ApORION; 429,544 SQ. fl. Crossing occo,dmg to Resdutfon 2003 -88, recorded as DOcumeh No. A914166 \ wama tx.i^ ^red. Breakdown o/ proposed Lot 2, Block 1 aro0: ore 9e( imllcoted on Mfs drawing. remrde0 ae Document No. mwm Portion of Porcel 1: 159.9]] Sq. Ft. Street name ehanga wcordfng to 9rdillarCe No. H1, '\ \ _ l` Entirety of Pwcsl 1: 31,948 Sq. R. At' 139 fe I—ted m this dtmX,. / c wumro. rv,ro OfV /x0 wyr X En6rcly of Parcel J: 21],619 Sq. R. cnuvgos nw,kt 11 -13 Not avrve Noted r ' -'- - - - "- -- - . - - - - - -- -- - -- - -- - 5. Locetfan e/ storm sewer, sonffwy sewer, orb eoum,Oin, and w °ter /sewer ee,vfces oro aDOwn coding to oAUnetl avidmce olm9 WM utility --I- --q. xar [,ro,s.w N,mee If tXUn P ;ded by Me Cly of Mmtkello. Pipe .,-. r— Indicated, Oro shown acedrdfng to de-built emwinga. 16. Eoedm<h f r favor Of UnRed Power Aasoci °IkO. Med in Book 37 of Mfac„ Poge uavrKU[orraw ouwife . onttoof 4N, Put;Wly rofeced by Doc. No. 3193]5 1, iecated m Mis droving. S. UrMe ground ufOreea arc shown acewdfn9 to 9rouM markin9e per Gopher State One Coe Ticket Number 1609]N9] ra - cavOUm ur y M r -R by Land S.".. is t spoMuble fed utilities Mat ere t edlu d on the ground Location I underground Wtgfes must De veered prior (`to any s av�Off°n by 1]. E°xment In 1°wr of Vnited Power Aeanc;°tion, recoMed in Book 39 If Miec., Po9e uT. contectmo Gopher State One Coll O 651 -454 -0002 or gopDe mee- oll.orq. See T,eket CDeck Status summary on this drawfnq Id' list o/ romponiea tr 2]], podichy roledaed by Doc. No. 469184 le inf led m Mk dewing. w,x[mf o roap - to bakes. orFMnx4v ammaaaXtm+vene. twmN aesiXe Wiiris aMim„M Nx+w tow,mt°m - mink[ f:u rm iee1 °01°"ftlr11 ef"[re"' it I8-19. Not survey rolared. w nwtanex.rd abssmm am,mm ai do mi us ]. According lO RheO W-,ero Rote Map, Lommmily -POral Number 2]OSJ4 0015 B, Revision Dote August 4. 1988. thin property lies ir1 Zorre X (°rc°s determineQ A to be outside the 500 -Year IloodPloin). \ A T �, Rx[Fk rq x[kcr tVta ��, S. Number of afripedl parkin a 55 I din 2 marked homeco 9 Popes: fns a 9 v dnaeuiae) \ ! 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ALTA/NSPS Lontl rile Surveys, jointy eatoDliehed and atlopted by A1TA Ord NSPS, and includes items 1, 2, 3, 4, L-I 1. 0Block i, OTTER CREEK CROSSING IST ril v #A'�f W phtOCOUnty, Mfnneeootd. recorded PI°t tDercoh Dote: : \qtr? \ '' V \ J' ' 0 4 00 J I ✓ 4p I r • docot A, OTTER WCR ,ded OSSINCe1ST /A00ight Troce C McCoy Lkens< No 44331 1y' j' m t� 0 Cou l" Mirm raid.. M h rco / 111 \"` U'in :'S'bQ, 1 Pasts -'T -_ - -•= u 2 C, OTTER CREEK CROSSING 3RD ADDOION, �\ GRAPHIC SCALE IN FEET din9 to tn< recweea plot mercy/, wdgnt 1 ` County, Minnesota. lANO SENV�C EB m 1 o DENOTES /ROM MONUMENT SET ��']oe tar w,reNMe Ne. ut • DENOTES IRON MONUMENT FOUND 7777 aur*wu,mN tssats GATE' oaiysAte w �... eve .-.v. ,..........�_____...... __. lOy City Council Agenda: 06/13/16 2L. Consideration of approving a revised license agreement with Great River Energy for the use of Outlot B, Otter Creek Crossing 3rd Addition for helicopter landing associated with installation of swan diverters on powerlines. (AS) A. REFERENCE AND BACKGROUND: On May 23rd, the City Council approved a license agreement with Great River Energy for the use of a vacant parcel of land within Otter Creek Business Park. The proposed use of the site is for helicopter landing and staging as needed for the installation of swan diverters on Great River Energy powerlines. Great River Energy's schedule for this project has been adjusted slightly and as such, a revised license agreement is presented for approval. The revised dates for the license are June 14th — July 15th. All other terms within the license remain unchanged. Al. Budget Impact: The applicant will be required to reimburse the City of Monticello for all expenses incurred for preparation and administration of the required license agreement. A2. Staff Workload Impact: Limited to review of submitted information. B. ALTERNATIVE ACTIONS: 1. Motion to approve a license agreement with Great River Energy for the use of Outlot B, Otter Creek Crossing 3rd Addition, subject to execution of the required license, final review of the license agreement by the City Attorney, revision of the Certificate of Insurance to include the City of Monticello as a named insured, and including notice to surrounding property owners. 2. Motion to not approve the license agreement at this time. C. STAFF RECOMMENDATION: Staff supports Alternative #1. D. SUPPORTING DATA: • Site Plan • License Agreement • Certificate of Insurance Subject Site May 19, 2o16 inch = 376 feet City Boundary Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES /Airbus DS, USDA, ary or USGS,AEX, Getmappng,Aerogrid, IGN, IGP, It Monticello sWsstopo, and the GIS User Community Map Powered by DataLink from WSB & Associates LICENSE AGREEMENT THIS LICENSE AGREEMENT is made, executed and entered into this day of 12016, by and between the CITY OF MONTICELLO, a municipal corporation and political subdivision of the State of Minnesota ( "City ") and GREAT RIVER ENERGY, a cooperative corporation of the State of Minnesota ( "GRE "). WITNESSETH WHEREAS, the City is the owner of a certain tract of undeveloped land ( "Property "), legally described as Outlot B, Otter Creek Crossing Third Addition, Exhibit "A ". WHEREAS, GRE desires to obtain a license over and across the Property for the purpose of helicopter landing for utility line maintenance purposes. WHEREAS, the City is amenable to the granting of the license hereinafter set forth, subject to the terms and conditions hereinafter described. NOW, THEREFORE, in consideration of the payment of One Dollar ($1.00) and other good and valuable consideration to the City in hand paid, the receipt and sufficiency of which is hereby acknowledged, and upon mutual covenants and conditions contained herein, the parties do hereby agree as follows: 1. The City does hereby grant to "GRE" a non - exclusive, non - transferable license to utilize the Property for the purposes as described. 2. Conditions. The City and GRE agree that GRE and its contractors will use the Property subject to the following conditions: A. GRE acknowledges that it has inspected the Property and is fully satisfied with its physical condition and agrees to accept the Property in its present "as is" condition. Neither the City nor any representative of the City has made any warranties or representations upon which GRE and its contractors relies with respect to the physical condition of the Property. B. GRE and its contractors accepts the Property subject to such conditions, restrictions, and limitations, if any, that presently appear of record in regard to the Property. C. GRE and its contractors accepts the Property subject to any applicable health, life, safety, fire, or zoning ordinances, codes, regulations or statutes of the City, the County of Wright, the State of Minnesota, or any other governmental body now existing or which may hereinafter exist by reason of any legal authority during the term of this License Agreement. D. GRE and its contractors accepts the Property and is satisfied as to the boundary lines and contents of its premises and likewise satisfied with the sufficiency of the present title of the City. 105061 E. GRE shall reimburse the City for costs incurred in the preparation, administration and enforcement of this Contract, including attorneys' fees. 3. Term. The term of this License Agreement shall be for 30 days and will begin on the 14th day of June, and will end on the 15th day of July, both dates inclusive, unless sooner terminated as hereinafter provided. ( "Initial Term ".) 4. Termination. The City may immediately terminate the conditions of the License Agreement if, in the sole discretion of the City, the Property is deemed to be unsafe. In the event the City terminates the License Agreement because of safety concerns, GRE shall forfeit their interest in its entirety and comply with the requirements set forth in Section 16 when vacating the premises. 5. Indemnification. GRE agrees to indemnify and save harmless the City from and against all liability, damages, penalties, judgments, or claims of whatever nature arising from injury to person or property sustained by anyone arising out of GRE and its contractors use and occupancy of the Property and will at GRE's own cost and expense defend any and all suits or actions (just or unjust) which may be brought against the City or in which the City may be impleaded with others upon any such above - mentioned matter, claim, or claims. This indemnification in no way limits GRE's obligation to maintain a blanket or other general liability insurance policy for the benefit of the City. This indemnity and hold harmless agreement will include indemnity against all costs, expenses, and liabilities incurred in or in connection with any such claims or proceedings brought thereon and the defense thereof. 6. Liability Insurance. GRE will, at GRE's sole cost and expense, provide and maintain during the term of this License Agreement a certificate of insurance as provided in Exhibit "B" attached hereto in connection with the use and occupancy of the Property. 7. Requirement for All Insurance. All insurance policies (or riders) required by this License Agreement will be (i) taken out by GRE and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) will contain a provision that the insurer will not cancel or revise coverage thereunder without giving written notice to GRE as an insured party and to the City as an additional insured at least thirty (30) days before cancellation or revision becomes effective, (iii) will name GRE as an insured party and "City of Monticello' as an additional insured, (iv) will be in accordance with specifications approved by the City Administrator for the City, and (v) will be evidenced by a Certificate of Insurance listing "City of Monticello" as an additional insured which will be filed with the City. 8. Default. If GRE and/or its contractors at any time defaults in the observance of any of the terms, covenants, and conditions of this License Agreement, including any exhibits thereto, the City will immediately notify GRE of GRE's failure to observe such terms, covenants, and conditions. Upon such notice being given by the City, this License Agreement will wholly cease and terminate and GREwill have no rights or interests whatsoever to further use or occupy the 112013 2 Property. The City may reenter and recover possession of the Property either with the consent and cooperation of GRE or, if such consent and cooperation are withheld, may recover possession thereof and reenter in the manner prescribed by Minnesota Statutes Chapter 566 on Forcible Entry and Unlawful Detainer, as such Chapter may be amended, supplemented, or replaced from time to time, with the City thereby being entitled to such rents, costs, and attorney's fees as allowed by law. 9. Surrender of Possession. GRE agrees that at the expiration or cancellation of this License Agreement, GRE will yield up possession of the Property together with all improvements to the Property in a good, operable fashion. Upon surrendering possession of the Property, GRE agrees to remove all personal property belonging to GRE and its contractors. 10. Written Notices or Other Correspondence. Any written notice or other correspondence to be provided by and between the City and GRE in accordance with this License Agreement will be either hand delivered or mailed by registered or certified mail to the following addresses: CITY: Jeff O'Neill, City Administrator City of Monticello 505 Walnut Street Monticello, Minnesota 55362 GREAT RIVER ENERGY: Craig Poorker, Manager Land Rights Great River Energy 12300 Elm Creek Boulevard Maple Grove, MN 55369 11. Waiver of Default. Any waiver by the City of a default under the provisions of this License Agreement by will not operate or be construed as a waiver of a subsequent default by GRE and/or its contractors. No waiver will be valid unless in writing and signed by the Mayor and attested by the City Clerk on behalf of the City. 12. Invalidity of Provisions. If any term or provision of this License Agreement or any application hereof to any person or circumstance is to any extent found to be invalid or unenforceable, the remainder of this License Agreement or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable will not be effected thereby and each term and provision of this License Agreement will be valid and be enforced to the fullest extent permitted by law. 13. Entire Agreement. This instrument herein contains the entire and only agreement between the parties and no oral statements or representations or prior written matter not contained in this instrument will have any force and effect. This License Agreement cannot be modified in any way except by writing executed by both parties. 14. Governing Law. This License Agreement will be governed exclusively by the provisions hereof and by the laws of the State of Minnesota, as the same from time to time exists. 112013 IN WITNESS WHEREOF, the parties have hereunto set their hands as of the day and year first above written. CITY OF MONTICELLO By: Mayor STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) City Administrator The foregoing instrument was acknowledged before me this day of , 2016, by Brian Stumpf and Jeff O'Neill, 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 GREAT RIVER ENERGY By: Craig Poorker Its: Manager Land Rights STATE OF MINNESOTA ) )ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2016, by Greg Poorker, the Manager of Land Rights of GREAT RIVER ENERGY, on its behalf. 112013 4 NOTARY PUBLIC THIS INSTRUMENT WAS DRAFTED BY: City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 AMS 112013 EXHIBIT "A" Legal Description OUTLOT B OTTER CREEK CROSSING 3PD ADDITION CITY OF MONTICELLO WRIGHT COUNTY MINNESOTA 98111 EXHIBIT `B" Depiction of Premises and Location of Property Subject Site buy 1g.1!016 GlyBmndary �' lL- w7[iixllc� 98111 iinch= V6feet Vie: Eel G mu%k aq E UMA, r�ywa, trdE�e ea, uBM, U9d pLk,'d+Uu ►lapYl,N, N7E, �m Ur Cu...esp Nq ea.,r.ah, --k EXHIBIT "C" Use of Premises GRE agrees that the Property will only be used by GRE and its guests for purposes of utility line maintenance purposes. No permanent structure or other alteration of the Property shall be permitted without the written consent of the City. Additional requirements may be imposed by the City at any time for safety reasons or to accommodate other uses of the property. WillisTowers Watson 1.1'1'1.1 Willis Towers Watson — Willis Aerospace- Americas 200 LIBERTY STREET This is to Certify To: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, MN 55362 Attn:Angela Schumann, AICP Community Development Director Great River Energy 17845 East Highway 10 P.O. Box 800 Elk River MN 55330 -0800 NEW YORK, NY 10281 TELEPHONE (212) 915 -8888 FAx ( 212) 519 -5431 CERTIFICATE OF INSURANCE NAMED INSURED: Haverfield International, Incorporated dba Haverfield Aviation, Inc. 1750 Emmitsburg Road Gettysburg PA 17325 That Insurers, EACH FOR ITS OWN PART AND NOT ONE FOR THE OTHER, are providing the following insurance: Period of Insurance: November 1, 2015 — November 1, 2016 — Aircraft Liability & Aviation General Liability January 1, 2016 — January 1, 2017 — Workers Compensation Geographical Limit: Worldwide Type of Coverage and Limit of Liability: Aircraft Liability: $20,000,000 BI /PD Including Passengers CSL Each Occurrence Aviation General Liability $20,000,000 CSL Each Occurrence Workers Compensation and Employers Liability Limit: $2,000,000 (EL) Statutory (WC) Insurers: See Attached Security Page Aircraft Covered: Any aircraft owned or operated by the Named Insured Subject always to the scope of the policies noted above and all said policies' declarations, insuring agreements, terms, conditions, limitations, exclusions, deductibles, warranties and endorsement remaining paramount: Solely as respects: (i) the Coverage(s) noted above; (ii) the Contract(s) (and then only to the extent of the Named Insured's obligation to provide insurance under the terms of the Contract(s); and (iii) the operations of the Named Insured; the following provision(s) apply(ies): Special Conditions: The following applies to the Agreement between the Certificate Holders and Haverfield International, Inc. Except with respect to Policy No. 100 0001559 (workers compensation), City of Monticello and Great River Energy is /are included as an Additional Insured with respect to liability arising out of the Named Insured's operations. CERTIFICATE #.: RC-1 5-16 466 Wil I is Towers Watson 1.11'1.1 In the event these policies are cancelled or materially changed, insurers hereon will endeavor to mail written notice to the Certificate Holder at the address shown above stating when, not less than thirty (30) days thereafter, such cancellation or material change shall be effective. Except such notice shall be ten (10) days in the event of non - payment of premium. This Certificate of Insurance is issued as a summary of the insurances under the policies noted above and confers no rights upon the Certificate Holder(s) as regards those insurance other than those provided by said policies. The undersigned has been authorized by the above insurers to issue this certificate on their behalf and is not an insurer and has no liability of any sort under the above policies as an insurer as a result of this certification. As respects each Certificate Holder(s) respective interests, this Certificate of Insurance shall automatically terminate upon the earlier of. (i) Policy expiration; (ii) Cancellation of the policies prior to policy expiration, as notified to the Certificate Holder(s) as required herein; (iii) termination of the Contract(s); and /or in the case of physical damage insurance relating to those Certificate Holder(s) who have an insurable interest in the Equipment as of the date of issuance of this Certificate of Insurance: Termination of the Named Insured's and /or the Certificate Holder(s) insurable interest in the Equipment. If Certificate(s) have been issued prior to the Date of Issue of this Certificate, this Certificate cancels and supersedes each such Certificate. Willis Towers Watson Willis Aerospace- Americas Lee Marchfe d - Vice Kres7kdent Authorized Representative May 26, 2016 CFRTrFICATE k: ac 15 -16 466 WillisTowers Watson 1.1'1'1.1 SECURITY (the "Insurers ") Aircraft Liability and Aviation General Liability Insurer Policy No. Allianz Global Risks US Insurance Company Aviation General Liability through Allianz Aviation Managers, LLC AlGA000446615AM One Chase Manhattan Plaza 37th Floor New York, NY 10005 Aircraft Hull and Liability Al GA000446515AM Great American Insurance Company Aviation General Liability 2 Tower Center Boulevard QS3036537 -01 20th Floor East Brunswick, NJ 08816 Aircraft Hull and Liability QS3036536 -01 North American Elite Insurance Company, Aviation General Liability: 650 Elm Street FGG1000113 -02 Manchester, NH 03101 -2524 through Swiss Re America Holding Corporation Aircraft Hull & Liability: FGZ1000153 -02 Catlin Insurance Co. Inc. through Aviation General Liability: W. Brown & Associates NQC4042218 19000 MacArthur Blvd., Suite 700 Irvine, CA 92612 Aircraft Hull & Liability: NQC4042218 Workers Compensation and Employers Liability Starr Indemnity and Liability Co. 100 0001559 through Starr Aviation 3353 Peachtree Road, NE, Suite 1000 Atlanta, GA 30326 Several Liability Notice The subscribing insurers' obligations under contracts of insurance to which they subscribe are several and not joint and are limited solely to the extent of their individual subscriptions. The subscribing insurers are not responsible for the subscription of any co- subscribing insurer who for any reason does not satisfy all or part of its obligations. CERTIFICATE #.: HC-15-16 466 City Council Agenda: 06/13/16 2M. Consideration to approve a Special Event Permit allowing use of Ellison Park and related assistance in conjunction with Art in the Park/Taste of Monticello on Saturday, July 16, 2016. Applicant: Monticello Chamber of Commerce (JS /PW) A. REFERENCE AND BACKGROUND: The City Council is asked to consider approval of the use of Ellison Park, as well as related City assistance for park set -up, for the Art in the Park and the Taste of Monticello event. The event is coordinated by the Monticello Chamber of Commerce and is proposed to occur on Saturday, July 16, 2016. The event hours are 8 AM — 3 PM. However, the Chamber of Commerce is requesting use of the park beginning at 5:00 AM. Although the narrative does not request tear - down time after 3:00 PM, that time is customarily accounted for as part of event approval. As such, the event approval would allow use of the park for this event from 5:00 AM — 5:00 PM. The Chamber noted that some vendors choose to set up the night before, however, it is at their own risk. The Chamber has indicated that it will be responsible for set -up and tear -down related to the event, and will provide required portable satellites and waste disposal services. The Chamber covers a portion of the cost of those facilities for this event, although they will already be in place as part of the Riverfest event. The Sheriff's Office has reviewed this application and has indicated that Art in the Park has hired an off -duty deputy to assist with any law enforcement concerns that may arise in the park. Parking and the additional traffic in town will be handled with the on -duty Monticello deputies. The Chamber will also coordinate with the Sheriff's Department for traffic control and security purposes. City Public Works staff have previously been involved with assisting in park preparation. The request is to allow such assistance, along with waiver of park rental fee to continue for 2016. Al. Budget Impact: There is the potential for a minor loss of revenue for park rental for the date Art in the Park/Taste of Monticello occurs at Ellison. No other budget impact is anticipated. A2. Staff Workload Impact: The Parks Department staff will assist during the week prior to the event preparing for this activity, in addition to other Riverfest activities planned for Ellison Park. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Special Event Permit allowing use of Ellison Park and related assistance in conjunction with the Art in the Park/Taste of the Town celebration on July 16, 2016. City Council Agenda: 06/13/16 2. Motion to deny the Special Event Permit. C. STAFF RECOMMENDATION: City staff supports Alternative #1 in favor of the Special Event permit for Art in the Park/Taste of Monticello. D. SUPPORTING DATA: • Art in the Park/Taste of Monticello Narrative • Art in the Park/Taste of Monticello Map • Certificate of Liability Coverage 2 CITY \o Monti eH® CITE' OF MONTICELLO Community Development 505 Walnut Street, Suite 1 Special Event Permit Monticello, MN 55362 (763) 295 -2711 . infogei.monticello.mn us Application Checklist PROPERTY flurnRMATI Property Address ^•v p Property Legal Property ID N PROPERTY OWNER INFORMATION. Owner Name Owner Address Owner Phone Owner Email O MIN 11-e APPLI NT INfORMA'rION Applicant Name lAr%,&AiCg p Applicant Address Applicant Phone Applicant Email p Name of Event Location /Address of Event Dates & Times of Event J Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the Community Development Department. Application Submission Schedule Application, required information, and payment must be submitted no later than 14 working days prior to desired approval date. Application Information Applicants shall note that special event permits are a zoning permit. Liquor licensing and permitting requires separate review. A special event permit DOES NOT grant or include any liquor license or permit for your event. Please contact the Monticello City Clerk's office regarding liquor licensing and regulations. Sign permits may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and /or City property (including rights of way) and /or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may also require review and approval by the City Council as related to noise ordinances. Please provide Im 1 I n rr application regarding these requests. 07/24/15 MAY 2 3 2016 1 APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK -IN CHECK A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and C� 2. An explanation of how the proposed special event will meet V each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and /or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Certificate of insurance /liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee of $50.00. Special Event Review Process • The Community Development Department will review all Temporary Use Permit applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the Community Development Department has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; 07/24/15 Special Event Temporary Use Permit Approval Criteria, cont. • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Temporary Use Permit for the special event, the Community Development Department is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the Community Development Department. 07/24/15 Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. (Signatu Date CITY APPROVAL (Zoning Administrator Signature) (Date) (Community Development Director Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin Parks Streets Director Law Enforcement Notification City Clerk City Clerk Monticello Community Center Room /Park Reservations Monticello Community Center Room /Park Reservations Liability Insurance Certificate Received Post - Approval Routing /Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room /Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete 07/24/15 4 Special Event Permit — 2016 Art in the Park /Taste of Monticello- Saturday, July 161`', 8am -3pm Description of Special Event —This event has been in existence for 24 years. It takes place on the banks of the Mississippi River in Ellison Park from 8AM — 313M. Although it is not part of Riverfest, it does run at the same time as our community festival. Chamber staff /volunteers will mark the grass in the park with spray paint the day before the event. Some vendors choose to set up the night before however it is at their own risk. Most vendors begin set up on Saturday 5:00 AM. Vendors bring tents and product into the park. Restaurants and local Entertainment require electricity. Wes Olson, Olson Electric assists with electrical set up and ensures everything works properly. Wright County Sheriff Junior Patrols are onsite during the event. No alterations are made to the City Park for this event. Monticello Chamber carries appropriate insurance coverage. To my knowledge there has not been an adverse effect from hosting Art in the Park /Taste of Monticello in the past. The Monticello Chamber pays a portion of portable toilet expense and waste disposal, to Riverfest, for using facilities already in place at the park for this event. Chamber staff alerts the Sheriff's department of our event when vendors set up early and in the past they have patrolled more frequent during the evening before the event. We have advised all vendors that they can't drive on the grass. a S 0 s 4 s N C hA N O U (B ~ O J _Z � Y C � Y Q L � Z Q L O w Q Q o ~ z u U (7 Z_ Y Q d s O in Z w C E m O m m m a, co Y L f6 a t O cu H 41 N W W OC V) LU V) W WASHINGTON AVE. LF�M-60 OA, Ln r-I M ri N c-I ri O lfl LD Ln O M N r-I L/C'I G O O V) W O! I� M 0 Q1 � IN �8 I 7J 20 Lo 6 n � Ln d6 Kil �2 O N C) T' Ln O � Ln O n Ln Ln Ln w E0 su n Ln Ln Ln M It Ln Ln /\ 0 Z Z) O } Q J d I 7�� H W Ln Z 0-1 Z O W Q J W � ,n O Z S2iOaN3A 0113DIINON 30 31Svi w w m� w d d N Ln Ln Ln ►- N w Z a H Ln Y F- u i3 Q w 0 O W Z N ` O L Ln o7S Z L E Q N LL C _�■Lp LLO n Z G� z Q U UJ U. ■■ E = u o ra so 0 M I-) 7J 20 Lo 6 n � Ln d6 Kil �2 O N C) T' Ln O � Ln O n Ln Ln Ln w E0 su n Ln Ln Ln M It Ln Ln /\ 0 Z Z) O } Q J d I 7�� H W Ln Z 0-1 Z O W Q J W � ,n O Z S2iOaN3A 0113DIINON 30 31Svi w w m� w d d N Ln Ln Ln ►- N w Z a H Ln Y OP ID: JK '-'�kft O CERTIFICATE OF LIABILITY INSURANCE DATE(MMI ° °IYYYY, TYPE OF INSURANCE 05/2012016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Foster White Agency, Inc. 114 West 3rd Street Monticello, MN 55362 Olinger CONTACT NAME: PHONE FAX AIC No Ex LAIC, No): ADDRESS: PR CE" C USTOMER ID 8: MONTI-4 COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I OCCUR INSURERS AFFORDING COVERAGE INSURER A: West Bend Mutual Insurance Co NAIC 1 15350 INSURED Monticello Chamber of Commerce PO Box 192 INSURER B: 04/20/2017 Monticello, MN 55362 INSURER C: X 0AMAGETO RENTED PREMISES Ea occurrence INSURER D: MED EXP (Any one person) INSURER E: PERSONAL & ADV INJURY INSURER F: _ - - - -- " -- -- RGV1171V114 I111VNII3CR: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTH E POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF MMIDDIYYYY I POLICY EXP (MMIDDIYYYYJ LIMITS A LGENERALLIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I OCCUR X NSO 1078042 04/20/2016 04/20/2017 EACH OCCURRENCE $ 1,000,00 X 0AMAGETO RENTED PREMISES Ea occurrence $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER. X POLICY PRO- JECT T LOC PRODUCTS- COMP /OP AGG $ 2,000,000 $ A A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS NSO 1078042 NSO 1078042 04/20/2016 04/20/2016 04/20/2017 04/20/2017 COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (PER ACCIDENT) $ X $ A A X UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE NIA NUO 2097834 NNO 1088832 04/2012016 04/20/2016 04/20/2017 04/20/2017 EACH OCCURRENCE $ 1,000,00 AGGREGATE $ 1,000,00 DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YIN OFFICER/MEMBER EXCLUDED? (Mandatory In If yes, describe under nd DESCRIPTION OF OPERATIONS below D & O Liability $ WC STATU- OTH- TORY LIMITS ER $ E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT Aggregate $ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) City of Monticello is named as an Additional Insured in respect to General Liabilit�/ RE: Win the Park & Taste of Monticello -July 16,2016 CITYMON City of Monticello 505 Walnut Street Monticello, MN 55362 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Jake Olinger v -1 ytl?5-ZUUa AC;UKU GUKPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD City Council Agenda: 06/13/16 2N. Consideration of approving Change Order No. 1 for the 2016 Reconstruction Project, City Project No. 15CO01 (SB) A. REFERENCE AND BACKGROUND: The City Council on May 23, 2016 awarded the 2016 Street Reconstruction Project to Northdale Construction Co. Inc. in the amount of $3,877,173.26. After the bid tabulation was submitted to the contractor, they noticed a discrepancy in line no. 69 related to mobilization for sanitary sewer improvements (see enclosed bid tabulation). Their hand written bid amount for this item was $15,000.00. WSB entered the amount as $1,500.00 when completing the tabulation and assumed an error was made in the contractor's total amount for the sanitary sewer improvements. These errors are rare and WSB apologizes for the error. As a result, the revised awarded contract total should have been $3,890,673.26 or $13,500 higher than the awarded contract amount. This revised contract amount still would have resulted in Northdale being the low bidder, as the next lowest bid was significantly higher. The proposed Change Order No. 1 will correct the error and revise the total contract amount. The City attorney concurred with this approach, as did the contractor. Al. Budget Impact: The total change order amount is $13,500 resulting in a revised contract amount of $3,890,673.26, which is still within the budgeted amount for the project. A2. Staff Workload Impact: Minimal staff time that is included with construction administration of the project. A. ALTERNATIVE ACTIONS: 1. Motion to approve Change Order No. 1 to Northdale Construction Co. Inc. in the amount of $13,500. 2. Motion to deny approval of Change Order No. 1 at this time. B. STAFF RECOMMENDATION: City staff recommends approving Alternative #1 to correct this error. C. SUPPORTING DATA: • Original Bid Tabulation • Change Order No. 1 A WSB 4 : i e'.tiiY['l€licS, IYTC. Project Name: MONT - 2016 Street Reconstruction Project Client: City of Monticello Bid Opening: Contract No.: Project No.: 02596 -10 Owner: Minneapolis WSB Project Bid Abstract 5/11/2016 M DENOTES CORRECTED FIGURE Page 1 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Northdale Construction Co., Inc. Geislinger and Sons, Inc. R.L. Larson Excavating, Inc. Line No. Item Units Quantity I Unit Price Total Price Unit Price JTotal Price Unit Price IT otal Price Unit Price Total Price SCHEDULE A - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LS 1 $112,827.00 $112,827.00 $59,600.00 $59,600.00 $143,000.00 $143,000.00 $350,000.00 $350,000.00 2 2021.601 RAILROAD PROTECTIVE LIABILITY INSURANCE LUMP SUM 1 $3,500.00 $3,500.00 $14,500.00 $14,500.00 $3,500.00 $3,500.00 $2,500.00 $2,500.00 3 2021.601 RAILROAD PROTECTIVE SERVICES LS 1 $15,000.00 $15,000.00 $5,300.00 $5,300.00 $2,500.00 $2,500.00 $5,000.00 $5,000.00 4 2101.502 CLEARING TREE 87 $300.00 $26,100.00 $132.00 $11,484.00 $125.00 $10,875.00 $132.00 $11,484.00 5 2101.507 GRUBBING TREE 87 $300.00 $26,100.00 $117.00 $10,179.00 $125.00 $10,875.00 $120.00 $10,440.00 6 2101.507 GRUBBING TREE 1 $1,000.00 $1,000.00 $117.00 $117.00 $125.001 $125.00 $200.00 $200.00 7 2104.501 REMOVE CURB & GUTTER L F 8798 $2.50 $21,995.00 $1.58 $13,900.84 $7.00 $61,586.00 $4.00 $35,192.00 8 2104.503 REMOVE BITUMINOUS WALK S F 85 $2.00 $170.00 $1.94 $164.90 $3.00 $255.00 $5.00 $425.00 9 2104.503 REMOVE CONCRETE WALK S F 7330 $2.00 $14,660.00 $0.79 $5,790.70 $1.00 $7,330.00 $1.00 $7,330.00 10 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 1500 $3.00 $4,500.00 $1.94 $2,910.00 $4.00 $6,000.00 $10.00 $15,000.00 11 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 900 $3.00 $2,700.00 $1.94 $1,746.00 $3.00 $2,700.00 $9.00 $8,100.00 12 2104.505 REMOVE BITUMINOUS PAVEMENT S Y 138 $2.00 $276.00 $1.94 $267.72 $3.00 $414.00 $9.00 $1,242.00 13 2104.509 REMOVE SIGN EACH 115 $20.00 $2,300.00 $27.00 $3,105.00 $25.00 $2,875.00 $30.00 $3,450.00 14 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) L F 567 $3.50 $1,984.50 $4.20 $2,381.40 $5.00 $2,835.00 $5.00 $2,835.00 15 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) L F 1559 $3.00 $4,677.00 $4.20 $6,547.80 $4.00 $6,236.00 $2.00 $3,118.00 16 2104.521 SALVAGE FENCE L F 50 $45.00 $2,250.00 $15.00 $750.00 $10.00 $500.00 $10.00 $500.00 17 2104.523 SALVAGE MAIL BOX SUPPORT EACH 61 $50.00 $3,050.00 $31.50 $1,921.50 $30.00 $1,830.00 $31.50 $1,921.50 18 2104.523 SALVAGE MAILBOX EACH 109 $50.00 $5,450.00 $15.75 $1,716.75 $20.00 $2,180.00 $16.00 $1,744.00 19 2104.523 SALVAGE CASTING (SPECIAL) EACH 10 $100.00 $1,000.00 $152.00 $1,520.00 $100.00 $1,000.00 $150.00 $1,500.00 20 2104.601 SALVAGE LANDSCAPE STRUCTURES LUMP SUM 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 21 2105.501 COMMON EXCAVATION C Y 2576 $15.00 $38,640.00 $8.35 $21,509.60 $10.00 $25,760.00 $30.00 $77,280.00 22 2105.507 SUBGRADE EXCAVATION C Y 5654 $15.001 $84,810.00 $7.61 $43,026.94 $6.00 $33,924.00 $8.00 $45,232.00 23 2105.522 SELECT GRANULAR BORROW (CV) C Y 59001 $12.001 $70,800.00 $14.54 $85,786.00 $16.00 $94,400.00 $0.01 $59.00 24 2112.501 SUBGRADE PREPARATION RDST 1 143 $150.001 $21,450.00 $78.75 $11,261.25 $300.00 $42,900.00 $350.00 $50,050.00 Page 1 Page 2 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Northdale Construction Co., Inc. Geislinger and Sons, Inc. R.L. Larson Excavating, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 25 2118.607 AGGREGATE SURFACING (CV) CLASS 5 C Y 46 $25.00 $1,150.00 $21.00 $966.00 $26.00 $1,196.00 $40.00 $1,840.00 26 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 400 $130.00 $52,000.00 $135.00 $54,000.00 $125.00 $50,000.00 $50.00 $20,000.00 27 2130.501 WATER MGAL 501 $40.00 $20,040.00 $10.50 $5,260.501 $25.00 $12,525.00 $30.00 $15,030.00 28 2211.501 AGGREGATE BASE CLASS 5 TON 11468 $14.00 $160,552.00 $15.75 $180,621.00 $12.00 $137,616.00 $0.01 $114.68 29 2215.501 FULL DEPTH RECLAMATION S Y 60364 $3.00 $181,092.00 $4.06 $245,077.84 $1.00 $60,364.00 $1.80 $108,655.20 30 12357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 3322 $3.50 $11,627.00 $1.61 $5,348.42 $1.60 $5,315.20 $1.61 $5,348.42 31 2360.501 TYPE SP 9.5 WEARING COURSE MIX (3,C) TON 6087 $64.00 $389,568.00 $61.13 $372,098.31 $58.30 $354,872.10 $61.00 $371,307.00 32 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (3,C) TON 7800 $64.00 $499,200.001 $54.93 $428,454.00 $52.40 $408,720.001 $55.00 $429,000.00 33 2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SO YD 900 $30.00 $27,000.00 $25.78 $23,202.001 $27.00 $24,300.00 $26.00 $23,400.00 34 2502.541 4" PERF PVC PIPE DRAIN L F 6016 $10.00 $60,160.00 $5.10 $30,681.60 $5.00 $30,080.00 $3.00 $18,048.00 35 2502.601 IRRIGATION SYSTEM PROVISION LS 1 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 36 2505.601 UTILITY COORDINATION LS 1 $5,000.00 $5,000.00 $3,625.00 $3,625.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 37 2506.521 INSTALL CASTING (SPECIAL) EACH 10 $50.00 $500.00 $715.00 $7,150.00 $750.00 $7,500.00 $800.00 $8,000.00 38 2506.522 ADJUST FRAME & RING CASTING EACH 22 $350.00 $7,700.001 $640.00 $14,080.00 $350.00 $7,700.001 $500.00 $11,000.00 39 2506.522 ADJUST FRAME & RING CASTING EACH 31 $350.00 $10,850.00 $640.00 $19,840.00 $350.00 $10,850.00 $500.00 $15,500.00 40 2506.602 ADJUST FRAME & RING CASTING (SPECIAL) EACH 10 $400.00 $4,000.00 $480.00 $4,800.00 $350.00 $3,500.00 $500.00 $5,000.00 41 2521.501 4" CONCRETE WALK S F 73141 $6.00 $43,884.00 $4.61 $33,717.54 $5.00 $36,570.00 $4.46 $32,620.44 42 2521.501 6" CONCRETE WALK S F 1527 $7.00 $10,689.00 $6.50 $9,925.50 $6.00 $9,162.00 $10.30 $15,728.10 43 2531.501 CONCRETE CURB & GUTTER DESIGN B618 L F 8798 $12.00 $105,576.00 $19.90 $175,080.20 $22.00 $193,556.00 $20.00 $175,960.00 44 2531.507 7" CONCRETE DRIVEWAY PAVEMENT S Y 1500 $55.00 $82,500.001 $51.98 $77,970.00 $60.00 $90,000.001 $56.70 $85,050.00 45 2531.618 ADA COMPLIANCE SUPERVISOR LS 1 $3,000.00 $3,000.00 $2,625.00 $2,625.00 $1,500.00 $1,500.00 $1,200.00 $1,200.00 46 2531.618 TRUNCATED DOMES S F 168 $46.00 $7,728.00 $47.25 $7,938.00 $53.00 $8,904.00 $52.00 $8,736.00 47 2540.602 INSTALL MAIL BOX SUPPORT (CLUSTER) EACH 25 $250.00 $6,250.00 $263.00 $6,575.00 $250.00 $6,250.00 $265.00 $6,625.00 48 2540.602 MAIL BOX EACH 50 $50.00 $2,500.00 $27.00 $1,350.00 $30.00 $1,500.00 $28.00 $1,400.00 49 2540.602 MAIL BOX SUPPORT EACH 10 $150.00 $1,500.00 $162.00 $1,620.00 $160.00 $1,600.00 $165.00 $1,650.00 50 2540.602 MAIL BOX (TEMPORARY) EACH 109 $10.00 $1,090.00 $32.00 $3,488.00 $32.00 $3,488.001 $32.00 $3,488.00 51 12540.602 INSTALL MAILBOX EACH 109 $50.00 $5,450.00 $16.00 $1,744.00 $20.00 $2,180.00 $16.00 $1,744.00 52 2557.603 INSTALL SALVAGED FENCE L F 50 $50.00 $2,500.00 $52.50 $2,625.00 $20.00 $1,000.00 $35.00 $1,750.00 53 2563.601 TRAFFIC CONTROL LS 1 $10,000.00 $10,000.00 $15,750.00 $15,750.00 $16,500.00 $16,500.00 $17,000.00 $17,000.00 54 2564.531 SIGN PANELS TYPE C S F 318 $44.00 $13,992.00 $33.60 $10,684.80 $32.00 $10,176.00 $34.00 $10,812.00 55 2564.602 SIGN PANELS TYPE D EA 35 $85.00 $2,975.001 $210.00 $7,350.00 $200.00 $7,000.00 $210.00 $7,350.00 56 2571.501 CONIFEROUS TREE 8' HT B &B TREE 44 $350.00 $15,400.00 $341.25 $15,015.00 $420.00 $18,480.001 $500.00 $22,000.00 57 2571.502 DECIDUOUS TREE 2.5" CAL B &B TREE 43 $350.00 $15,050.00 $362.25 $15,576.75 $425.00 $18,275.00 $500.00 $21,500.00 58 2571.601 INSTALL LANDSCAPE STRUCTURES LUMP SUM 1 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 59 2572.502 CLEAN ROOT CUTTING L F 4921 $3.00 $1,476.00 $5.50 $2,706.001 $5.00 $2,460.00 $5.25 $2,583.00 Page 2 Page 3 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Northdale Construction Co., Inc. Geislinger and Sons, Inc. R.L. Larson Excavating, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 60 2572.602 TREE PRUNING EACH 13 $150.00 $1,950.00 $157.00 $2,041.00 $150.00 $1,950.00 $160.00 $2,080.00 61 2573.502 SILT FENCE, TYPE MS L F 1650 $3.50 $5,775.00 $2.26 $3,729.00 $2.50 $4,125.00 $2.26 $3,729.00 62 2573.530 STORM DRAIN INLET PROTECTION EACH 72 $150.00 $10,800.001 $367.00 $26,424.00 $150.00 $10,800.001 $200.00 $14,400.00 63 2573.535 STABILIZED CONSTRUCTION EXIT EACH 14 $1,000.00 $14,000.00 $787.50 $11,025.00 $1,000.00 $14,000.00 $500.00 $7,000.00 64 2574.609 COMMON TOPSOIL BORROW TON 2586 $14.00 $36,204.00 $31.50 $81,459.00 $10.00 $25,860.00 $15.00 $38,790.00 65 12575.505 1 SODDING TYPE LAWN S Y 1 10777 $3.00 $32,331.00 $4.83 $52,052.91 $5.00 $53,885.00 $4.85 $52,268.45 66 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 S Y 178 $3.50 $623.00 $3.00 $534.00 $3.00 $534.00 $3.00 $534.00 67 2582.502 6" SOLID LINE WHITE -EPDXY L F 750 $3.751 $2,812.50 $2.36 $1,770.00 $3.00 $2,250.00 $2.40 $1,800.00 68 2582.503 1 CROSSWALK PREF THERMO GR IN S F 774 $14.00 $10,836.00 $12.60 $9,752.40 $12.00 $9,288.001 $12.60 $9,752.40 Total SCHEDULE A - SURFACE IMPROVEMENTS: $2,367,570.00 $2,306,219.17 $2,159,431.30 $2,244,396.19 SCHEDULE B - SANITARY SEWER IMPROVEMENTS 69 2021.501 MOBILIZATION LS 1 $31,125.00 $31,125.00 $1,500.00 $1,500.00 $10,000.00 $10,000.00 $2,500.00 $2,500.00 70 2104.501 REMOVE SEWER PIPE (SANITARY) L F 5185 $1.00 $5,185.00 $0.01 $51.85 $0.01 $51.85 $2.00 $10,370.00 71 2104.501 REMOVE SANITARY SERVICE PIPE L F 2455 $1.00 $2,455.00 $0.01 $24.55 $0.01 $24.55 $2.00 $4,910.00 72 2104.509 REMOVE MANHOLE EACH 1 $500.00 $500.00 $400.00 $400.00 $350.00 $350.00 $500.00 $500.00 73 2104.509 REMOVE CASTING EACH 17 $50.00 $850.00 $75.00 $1,275.00 $50.00 $850.00 $200.00 $3,400.00 74 12104.523 SALVAGE CASTING EACH 5 $100.00 $500.00 $75.001 $375.00 $100.00 $500.00 $250.001 $1,250.00 75 2105.601 DEWATERING LS 1 $10,000.00 $10,000.00 $17,000.00 $17,000.00 $10,000.00 $10,000.00 $20,000.00 $20,000.00 76 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM 1 $30,000.00 $30,000.00 $2,600.00 $2,600.00 $1,000.00 $1,000.00 $5,000.00 $5,000.00 77 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 2 $4,000.00 $8,000.00 $725.00 $1,450.00 $3,500.00 $7,000.00 $1,500.00 $3,000.00 78 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH 12 $2,500.00 $30,000.00 $725.00 $8,700.00 $5,000.00 $60,000.00 $100.00 $1,200.00 79 2503.602 ICONNECT TO EXISTING SANITARY SEWER SERVICE EACH 119 $350.001 $41,650.00 $55.00 $6,545.00 $500.00 $59,500.001 $600.00 $71,400.00 80 2503.602 4" CLEAN -OUT ASSEMBLY EACH 1 $250.00 $250.00 $190.00 $190.00 $350.00 $350.00 $500.00 $500.00 81 2503.602 8 "X4" PVC WYE EACH 83 $500.00 $41,500.00 $433.00 $35,939.00 $750.00 $62,250.00 $850.00 $70,550.00 82 2503.602 10 "X4" PVC WYE EACH 29 $550.00 $15,950.00 $631.00 $18,299.00 $850.00 $24,650.00 $2,000.00 $58,000.00 83 2503.602 12 "X4" PVC WYE EACH 7 $600.00 $4,200.00 $700.00 $4,900.00 $1,000.00 $7,000.00 $3,100.00 $21,700.00 84 2503.602 CHIMNEY SEALS (EXTERNAL) EACH 24 $300.00 $7,200.00 $195.00 $4,680.00 $175.001 $4,200.00 $350.00 $8,400.00 85 2503.6031 LINING SEWER PIPE 8" L F 2251 $45.00 $101,295.00 $27.00 $60,777.00 $29.00 $65,279.00 $27.00 $60,777.00 86 2503.603 LINING SEWER PIPE 10" L F 1381 $50.00 $69,050.00 $28.00 $38,668.00 $30.00 $41,430.00 $30.00 $41,430.00 87 2503.603 LINING SEWER PIPE 12" L F 453 $55.00 $24,915.00 $34.00 $15,402.00 $36.00 $16,308.00 $38.00 $17,214.00 88 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT 2600 $28.00 $72,800.00 $30.00 $78,000.00 $40.00 $104,000.00 $30.00 $78,000.00 89 2503.603 4" PVC PIPE SEWER - SDR 26 (SPECIAL) LIN FT 2593 $33.00 $85,569.00 $24.00 $62,232.00 $40.00 $103,720.00 $16.00 $41,488.00 90 2503.603 4" HDPE PIPE SEWER- DIRECTIONAL DRILLED L F 170 $50.00 $8,500.00 $30.00 $5,100.00 $50.00 $8,500.001 $50.00 $8,500.00 91 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT 2596 $30.00 $77,880.00 $34.00 $88,264.00 $75.00 $194,700.001 $38.00 $98,648.00 92 2506.511 1 RECONSTRUCT SANITARY MANHOLES LIN FT 5 $200.00 $1,000.00 $231.00 $1,155.00 $200.00 $1,000.001 $350.00 $1,750.00 Page 3 Page 4 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Northdale Construction Co., Inc. Geislinger and Sons, Inc. R.L. Larson Excavating, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 93 2506.516 CASTING ASSEMBLY EACH 17 $700.00 $11,900.00 $575.00 $9,775.00 $550.00 $9,350.00 $700.00 $11,900.00 94 2506.521 JINSTALLCASTING EACH 5 $150.00 $750.00 $370.00 $1,850.00 $250.00 $1,250.00 $500.00 $2,500.00 Total SCHEDULE B - SANITARY SEWER IMPROVEMENTS: $683,024.001 $465,152.40 $793,263.401 $644,887.00 SCHEDULE C - WATER MAIN IMPROVEMENTS 95 2103.507 DISCONNECT WATER SERVICE EACH 2 $150.00 $300.00 $725.00 $1,450.00 $100.00 $200.00 $500.00 $1,000.00 96 2104.501 REMOVE WATER MAIN L F 1019 $4.00 $4,076.00 $6.60 $6,725.40 $2.00 $2,038.00 $2.00 $2,038.00 97 2104.501 REMOVE WATER SERVICE PIPE L F 218 $2.00 $436.00 $5.00 $1,090.00 $0.01 $2.18 $8.00 $1,744.00 98 2104.509 REMOVE GATE VALVE EACH 34 $150.00 $5,100.00 $725.00 $24,650.00 $50.00 $1,700.00 $350.00 $11,900.00 99 2104.509 REMOVE CURB STOP & BOX EACH 5 $65.00 $325.00 $29.00 $145.00 $150.00 $750.00 $300.00 $1,500.00 100 2104.509 REMOVE HYDRANT EACH 17 $250.00 $4,250.00 $900.00 $15,300.00 $250.00 $4,250.00 $500.00 $8,500.00 101 2104.603 ABANDON WATER MAIN L F 110 $9.00 $990.00 $11.00 $1,210.00 $10.00 $1,100.00 $30.00 $3,300.00 102 2503.603 30" STEEL CASING PIPE (JACKED) L F 80 $385.00 $30,800.00 $570.00 $45,600.00 $700.00 $56,000.00 $535.00 $42,800.00 103 2504.601 TEMPORARY WATER SERVICE LS 1 $30,000.00 $30,000.00 $8,000.00 $8,000.00 $2,500.00 $2,500.00 $15,000.00 $15,000.00 104 2504.602 CONNECT TO EXISTING WATER MAIN EACH 5 $650.00 $3,250.00 $1,335.00 $6,675.00 $3,500.00 $17,500.00 $3,620.00 $18,100.00 105 2504.602 CONNECT TO EXISTING WATER SERVICE EACH 7 $150.001 $1,050.00 $200.00 $1,400.00 $350.00 $2,450.001 $1,000.00 $7,000.00 106 2504.602 HYDRANT EACH 18 $4,000.00 $72,000.00 $4,150.00 $74,700.00 $5,000.00 $90,000.00 $5,200.00 $93,600.00 107 2504.602 1" CORPORATION STOP EACH 7 $350.00 $2,450.00 $205.00 $1,435.00 $125.00 $875.00 $1,061.00 $7,427.00 108 2504.602 1.25" CORPORATION STOP EACH 1 $350.00 $350.00 $305.00 $305.00 $200.00 $200.00 $1,200.00 $1,200.00 109 2504.602 16" BUTTERFLY VALVE & BOX EACH 1 $4,000.00 $4,000.00 $3,990.00 $3,990.00 $3,000.00 $3,000.00 $3,600.00 $3,600.00 110 2504.602 6" GATE VALVE & BOX EACH 43 $1,500.00 $64,500.00 $2,650.00 $113,950.00 $2,000.00 $86,000.00 $2,300.00 $98,900.00 111 2504.602 8" GATE VALVE & BOX EACH 5 $2,000.00 $10,000.00 $3,100.00 $15,500.00 $2,500.00 $12,500.00 $4,200.00 $21,000.00 112 2504.602 10" GATE VALVE & BOX EACH 2 $2,250.00 $4,500.00 $3,800.00 $7,600.00 $2,800.00 $5,600.00 $5,400.00 $10,800.00 113 2504.602 12" GATE VALVE & BOX EACH 4 $2,500.00 $10,000.00 $4,360.00 $17,440.00 $3,000.00 $12,000.00 $5,000.00 $20,000.00 114 2504.602 1" CURB STOP & BOX EACH 7 $350.00 $2,450.00 $290.00 $2,030.00 $200.00 $1,400.00 $1,143.00 $8,001.00 115 2504.602 1.25" CURB STOP & BOX EACH 1 $400.00 $400.00 $422.00 $422.00 $350.00 $350.00 $1,278.00 $1,278.00 116 2504.603 WATER SERVICE (DIRECTIONAL DRILLED) L F 72 $25.00 $1,800.00 $32.00 $2,304.00 $50.00 $3,600.00 $40.00 $2,880.00 117 2504.603 1" TYPE K COPPER PIPE L F 116 $15.00 $1,740.00 $31.00 $3,596.00 $45.00 $5,220.00 $37.00 $4,292.00 118 2504.603 1.25" TYPE K COPPER PIPE L F 45 $45.00 $2,025.00 $42.00 $1,890.00 $55.00 $2,475.00 $39.001 $1,755.00 119 2504.603 6" WATERMAIN DUCTILE IRON CL 52 L F 445 $30.00 $13,350.00 $36.00 $16,020.00 $35.00 $15,575.00 $65.00 $28,925.00 120 2504.603 8" WATERMAIN DUCTILE IRON CL 52 L F 40 $35.00 $1,400.00 $41.00 $1,640.00 $40.00 $1,600.00 $118.00 $4,720.00 121 2504.603 10" WATERMAIN DUCTILE IRON CL 52 L F 40 $40.00 $1,600.00 $46.00 $1,840.00 $45.001 $1,800.00 $129.00 $5,160.00 122 2504.603 12" WATERMAIN DUCTILE IRON CL 50 L F 3120 $45.00 $140,400.00 $49.00 $152,880.00 $60.00 $187,200.00 $60.00 $187,200.00 123 2504.603 16" WATERMAIN DUCTILE IRON CL 50 L F 753 $75.00 $56,475.00 $61.00 $45,933.00 $65.00 $48,945.00 $72.00 $54,216.00 124 2504.604 4" POLYSTYRENE INSULATION S Y 75 $35.00 $2,625.00 $37.00 $2,775.00 $31.00 $2,325.00 $85.00 $6,375.00 125 2504.608 DUCTILE IRON FITTINGS LB 10485 $4.00 $41,940.001 $8.00 $83,880.00 $7.50 $78,637.50 $8.00 $83,880.00 Page 4 Page 5 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Northdale Construction Co., Inc. Geislinger and Sons, Inc. R.L. Larson Excavating, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Total SCHEDULE C - WATER MAIN IMPROVEMENTS: $514,582.00 $662,375.40 $647,792.68 $758,091.00 SCHEDULE D - DRAINAGE IMPROVEMENTS 126 2104.501 REMOVE SEWER PIPE (STORM) L F 767 $10.00 $7,670.00 $7.00 $5,369.00 $10.00 $7,670.00 $16.00 $12,272.00 127 2104.509 REMOVE CASTING EACH 2 $100.00 $200.00 $50.00 $100.00 $50.00 $100.00 $150.00 $300.00 128 2104.509 REMOVE DRAINAGE STRUCTURE EACH 15 $400.00 $6,000.00 $370.00 $5,550.00 $150.00 $2,250.00 $500.00 $7,500.00 129 2104.523 SALVAGE CASTING EACH 105 $100.00 $10,500.00 $150.00 $15,750.00 $100.00 $10,500.00 $200.00 $21,000.00 130 2501.515 18" RC PIPE APRON EACH 1 $1,500.00 $1,500.00 $905.00 $905.00 $650.00 $650.00 $1,020.00 $1,020.00 131 2503.541 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 30 $28.00 $840.00 $60.00 $1,800.00 $35.00 $1,050.00 $98.00 $2,940.00 132 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 514 $30.00 $15,420.00 $61.00 $31,354.00 $37.00 $19,018.00 $48.00 $24,672.00 133 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 142 $33.00 $4,686.00 $63.00 $8,946.00 $40.00 $5,680.00 $67.00 $9,514.00 134 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 76 $45.00 $3,420.00 $66.00 $5,016.00 $45.00 $3,420.00 $70.00 $5,320.00 135 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 55 $55.00 $3,025.00 $67.00 $3,685.00 $60.00 $3,300.00 $83.00 $4,565.00 136 2503.602 CHIMNEY SEALS (EXTERNAL) EACH 110 $300.001 $33,000.00 $220.00 $24,200.00 $200.00 $22,000.00 $200.00 $22,000.00 137 2506.501 CONST DRAINAGE STRUCTURE DES 48 -4020 L F 58 $275.00 $15,950.00 $325.00 $18,850.00 $150.00 $8,700.00 $432.00 $25,056.00 138 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL EACH 13 $1,500.00 $19,500.00 $900.00 $11,700.00 $600.00 $7,800.00 $1,402.00 $18,226.00 139 2506.516 CASTING ASSEMBLY EACH 9 $600.00 $5,400.00 $610.00 $5,490.00 $650.00 $5,850.00 $700.00 $6,300.00 140 2506.521 INSTALL CASTING EACH 108 $150.00 $16,200.00 $240.00 $25,920.00 $125.00 $13,500.00 $150.00 $16,200.00 141 2506.602 CONNECT INTO EXISTING STORM SEWER EACH 7 $1,000.00 $7,000.00 $725.00 $5,075.00 $2,500.00 $17,500.00 $1,000.00 $7,000.00 142 2506.602 CONNECT INTO EXISTING CATCH BASIN EACH 13 $800.00 $10,400.00 $725.00 $9,425.00 $3,500.00 $45,500.00 $1,250.00 $16,250.00 143 2506.602 CONNECT INTO EXISTING MANHOLE EACH 19 $950.00 $18,050.00 $725.00 $13,775.00 $4,000.00 $76,000.00 $1,300.00 $24,700.00 144 2511.501 RANDOM RIPRAP CLASS III C Y 7 $125.00 $875.00 $126.00 $882.00 $65.00 $455.00 $100.00 $700.00 145 2550.604 PATCH STORM SEWER EACH 2 $500.00 $1,000.00 $725.00 $1,450.00 $250.00 $500.001 $3,000.00 $6,000.00 Total SCHEDULE D - DRAINAGE IMPROVEMENTS: $180,636.001 $195,242.00 $251,443.001 $231,535.00 SCHEDULE E - 4TH STREET PARKING LOT IMPROVEMENTS 146 2355.502 BITUMINOUS MATERIAL FOR FOG SEAL GAL 105 $4.50 $472.50 $7.35 $771.75 $10.00 $1,050.00 $7.00 $735.00 147 2356.505 BITUMINOUS MATERIAL FOR SEAL COAT GAL 220 $2.10 $462.00 $7.35 $1,617.00 $10.00 $2,200.00 $5.00 $1,100.00 148 2356.5061 BITUMINOUS SEAL COAT S Y 875 $2.25 $1,968.75 $1.68 $1,470.00 $3.00 $2,625.00 $2.00 $1,750.00 Total SCHEDULE E - 4TH STREET PARKING LOT IMPROVEMENTS: $2,90125 $3,858.75 $5,875.00 $3,585.00 SCHEDULE F - SANITARY SEWER LINING (TH 25 AND BROADWAY STREET) 149 2503.603 LINING SEWER PIPE 8" ILF 1 4121_ $45.00 $18,540.00 $24.36 $10,036.32 $25.00 $10,300.00 $28.00 $11,536.00 150 2503.603 LINING SEWER PIPE 12" L F 406 $55.00 $22,330.00 $34.86 $14,153.16 $36.00 $14,616.00 $38.00 $15,428.00 151 2563.601 ITRAFFIC CONTROL ILS 1 $5,000.00 $5,000.00 $3,500.00 $3,500.00 $3,400.00 $3,400.00 $3,500.00 $3,500.00 Total SCHEDULE F - SANITARY SEWER LINING (TH 25 AND BROADWAY STREET): $45,870.00 $27,689.48 $28,316.00 $30,464.00 SCHEDULE G - PUMP HOUSE IMPROVEMENTS 152 12104.501 1 REMOVE WATER MAIN ILF 1 1401 $6.001 $840.001 $10.001 $1,400.001 $1.001 $140.001 $20.001 $2,800.00 Page 5 Page 6 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Northdale Construction Co., Inc. Geislinger and Sons, Inc. R.L. Larson Excavating, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 153 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 22 $5.00 $110.00 $1.94 $42.68 $5.00 $110.00 $20.00 $440.00 154 2104.505 REMOVE BITUMINOUS PAVEMENT S Y 646 $5.00 $3,230.00 $1.94 $1,253.24 $3.00 $1,938.00 $9.00 $5,814.00 155 2104.509 REMOVE GATE VALVE EACH 1 5 $200.00 $1,000.001 $725.00 $3,625.00 $50.00 $250.00 $500.00 $2,500.00 156 2360.503 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD 646 $35.00 $22,610.00 $12.96 $8,372.16 $15.00 $9,690.00 $13.00 $8,398.00 157 2503.602 8" PIPE PLUG EACH 1 $200.00 $200.00 $225.00 $225.00 $250.001 $250.00 $500.00 $500.00 158 12504.602 CONNECT TO EXISTING WATER MAIN EACH 3 $1,000.00 $3,000.00 $725.00 $2,175.00 $3,500.00 $10,500.00 $3,600.00 $10,800.00 159 2504.602 CONNECT TO EXISTING WATER SERVICE EACH 1 $250.00 $250.00 $800.00 $800.00 $350.00 $350.00 $800.00 $800.00 160 2504.602 1" CORPORATION STOP EACH 1 $300.00 $300.00 $210.00 $210.00 $125.00 $125.00 $550.00 $550.00 161 2504.602 8" GATE VALVE & BOX EACH 3 $2,500.00 $7,500.00 $2,750.00 $8,250.00 $2,500.00 $7,500.00 $2,708.00 $8,124.00 162 2504.602 10" GATE VALVE & BOX EACH 3 $3,000.00 $9,000.00 $3,425.00 $10,275.00 $2,800.00 $8,400.00 $3,400.00 $10,200.00 163 2504.602 1" CURB STOP & BOX EACH 1 $350.00 $350.00 $300.00 $300.00 $200.00 $200.00 $650.00 $650.00 164 2504.603 1" TYPE K COPPER PIPE L F 50 $20.00 $1,000.00 $56.00 $2,800.00 $45.00 $2,250.00 $44.00 $2,200.00 165 2504.603 8" WATERMAIN DUCTILE IRON CL 52 L F 208 $38.00 $7,904.00 $68.00 $14,144.00 $40.00 $8,320.00 $80.00 $16,640.00 166 2504.603 10" WATERMAIN DUCTILE IRON CL 52 L F 30 $42.00 $1,260.00 $80.00 $2,400.00 $45.00 $1,350.00 $123.00 $3,690.00 167 2504.6081 DUCTILE IRON FITTINGS LB 1 1400 $6.00 $8,400.00 $7.50 $10,500.00 $7.50 $10,500.00 $12.00 $16,800.00 168 2506.501 CONST DRAINAGE STRUCTURE DES 48 -4020 L F 5 $350.00 $1,750.00 $500.00 $2,500.001 $150.001 $750.00 $350.00 $1,750.00 169 2531.50717" CONCRETE DRIVEWAY PAVEMENT S Y 22 $55.001 $1,2110.001 $52.00 $1,144.001 $60.001 $1,320.00 $66.00 $1,452.00 Total SCHEDULE G - PUMP HOUSE IMPROVEMENTS:1 1 $69,914.001 $70,416.081 1 $63,943.001 $94,108.00 SCHEDULE H - BROADWAY ST SIDEWALK IMPROVEMENTS 170 2104.503 REMOVE CONCRETE WALK S F 2690 $2.00 $5,380.00 $0.79 $2,125.10 $1.00 $2,690.00 $2.50 $6,725.00 171 2105.501 COMMON EXCAVATION C 130 $15.00 $1,950.00 $21.00 $2,730.00 $10.00 $1,300.00 $35.00 $4,550.00 172 2105.522 SELECT GRANULAR BORROW (CV) C Y 561 $12.00 $6,732.00 $17.85 $10,013.85 $16.00 $8,976.00 $14.00 $7,854.00 173 2521.501 4" CONCRETE WALK S F 2330 $5.00 $11,650.00 $4.73 $11,020.90 $5.00 $11,650.00 $4.46 $10,391.80 174 2521.501 6" CONCRETE WALK S F 1163 $7.00 $8,141.00 $6.25 $7,268.75 $7.00 $8,141.00 $10.30 $11,978.90 175 2531.618 1 TRUNCATED DOMES S F 144 $46.00 $6,624.00 $47.25 $6,804.001 $53.001 $7,632.001 $53.00 $7,632.00 Total SCHEDULE H - BROADWAY ST SIDEWALK IMPROVEMENTS: 1 $40,477.00 1$39,962.601 1 $40,389.001 $49,131.70 SCHEDULE I - CEDAR AVE SIDEWALK IMPROVEMENTS 176 2105.501 COMMON EXCAVATION C 517 $15.00 $7,755.00 $12.60 $6,514.20 $10.00 $5,170.00 $35.00 $18,095.00 177 2105.522 SELECT GRANULAR BORROW (CV) C Y 259 $12.00 $3,108.00 $17.85 $4,623.15 $16.00 $4,144.00 $14.00 $3,626.00 178 2521.501 4" CONCRETE WALK S F 6450 $5.00 $32,250.00 $4.36 $28,122.00 $5.00 $32,250.00 $4.46 $28,767.00 179 2521.501 6" CONCRETE WALK S F 526 $7.00 $3,682.00 $6.25 $3,287.50 $7.00 $3,682.00 $10.30 $5,417.80 180 2531.618 TRUNCATED DOMES S F 144 $46.00 $6,624.00 $47.25 $6,804.00 $52.00 $7,488.00 $53.00 $7,632.00 Total SCHEDULE I - CEDAR AVE SIDEWALK IMPROVEMENTS: $53,419.00 $49,350.85 $52,734.001 $63,537.80 SCHEDULE J - WASHINGTON AVE SIDEWALK 181 12101.502 1 CLEARING ITREE 1 3 $300.001 $900.001 $160.001 $480.001 $160.001 $480.001 $184.001 $552.00 Page 6 Page; Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Northdale Construction Co., Inc. Geislinger and Sons, Inc. R.L. Larson Excavating, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price JTotal Price Unit Price Total Price 182 2101.507 GRUBBING TREE 3 $300.00 $900.00 $160.00 $480.00 $160.00 $480.00 $184.00 $552.00 183 2104.501 REMOVE CURB & GUTTER L F 56 $2.50 $140.00 $10.50 $588.00 $7.00 $392.00 $8.00 $448.00 184 2104.503 REMOVE CONCRETE WALK S F 1350 $2.00 $2,700.00 $1.94 $2,619.00 $1.00 $1,350.00 $3.00 $4,050.00 185 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 61 $6.00 $366.00 $1.94 $118.34 $5.00 $305.00 $27.00 $1,647.00 186 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 53 $3.50 $185.50 $1.94 $102.82 $3.00 $159.00 $15.00 $795.00 187 12105.501 COMMON EXCAVATION C Y 536 $15.00 $8,040.00 $12.60 $6,753.60 $10.00 $5,360.00 $35.00 $18,760.00 188 2105.522 SELECT GRANULAR BORROW (CV) C Y 260 $12.00 $3,120.00 $17.85 $4,641.00 $16.00 $4,160.00 $14.00 $3,640.00 189 2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SO YD 24 $30.00 $720.00 $61.37 $1,472.88 $60.00 $1,440.00 $61.00 $1,464.00 190 2521.501 4" CONCRETE WALK S F 6468 $5.00 $32,340.00 $4.36 $28,200.48 $5.00 $32,340.00 $4.46 $28,847.28 191 2521.501 6" CONCRETE WALK S F 757 $7.00 $5,299.00 $6.25 $4,731.25 $7.00 $5,299.00 $10.30 $7,797.10 192 2531.507 7" CONCRETE DRIVEWAY PAVEMENT S Y 42 $55.00 $2,310.00 $51.98 $2,183.16 $60.00 $2,520.00 $57.00 $2,394.00 193 2531.618 TRUNCATED DOMES S F 96 $46.00 $4,416.00 $47.25 $4,536.00 $53.001 $5,088.00 $53.00 $5,088.00 Total SCHEDULE J - WASHINGTON AVE SIDEWALK: $61,436.501 $56,906.53 1 $59,373.001 $76,034.38 Total SCHEDULE A - SURFACE IMPROVEMENTS: $2,367,570.00 $2,306,219.17 $2,159,431.30 $2,244,396.19 Total SCHEDULE B - SANITARY SEWER IMPROVEMENTS: $683,024.00 $465,152.40 $793,263.40 $644,887.00 Total SCHEDULE C - WATER MAIN IMPROVEMENTS: $514,582.00 $662,375.40 $647,792.68 $758,091.00 Total SCHEDULE D - DRAINAGE IMPROVEMENTS: $180,636.00 $195,242.00 $251,443.00 $231,535.00 Total SCHEDULE E - 4TH STREET PARKING LOT IMPROVEMENTS: $2,903.25 $3,858.75 $5,875.00 $3,585.00 Total SCHEDULE F - SANITARY SEWER LINING (TH 25 AND BROADWAY STREET): $45,870.00 $27,689.48 $28,316.00 $30,464.00 Total SCHEDULE G - PUMP HOUSE IMPROVEMENTS: $69,914.00 $70,416.08 $63,943.00 $94,108.00 Total SCHEDULE H - BROADWAY ST SIDEWALK IMPROVEMENTS: $40,477.00 $39,962.60 $40,389.00 $49,131.70 Total SCHEDULE I - CEDAR AVE SIDEWALK IMPROVEMENTS: $53,419.00 $49,350.85 $52,734.00 $63,537.80 Total SCHEDULE J - WASHINGTON AVE SIDEWALK: $61,436.50 $56,906.53 $59,373.00 $76,034.38 Totals for Project 02596 -10 $4,019,831.75 $3,877,173.26 $4,102,560.38 $4,195,770.07 of Estimate for Project 02596 -10 -3.55% 2.06% 4.38% Page; Page 9 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Latour Construction Veit & Company, Inc. S. R. Weidema, Inc. Line No. Item Units Quantity I Unit Price ITotal Price Unit Price Total Price I Unit Price I Total Price Unit Price Total Price SCHEDULE A - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LS 1 $112,827.00 $112,827.00 $141,000.00 $141,000.00 $110,000.00 $110,000.00 $200,000.00 $200,000.00 2 2021.601 RAILROAD PROTECTIVE LIABILITY INSURANCE LUMP SUM 1 $3,500.00 $3,500.00 $12,630.00 $12,630.00 $3,340.00 $3,340.00 $3,075.00 $3,075.00 3 2021.601 RAILROAD PROTECTIVE SERVICES LS 1 $15,000.00 $15,000.00 $27,000.00 $27,000.00 $11,950.00 $11,950.00 $5,000.00 $5,000.00 4 2101.502 CLEARING TREE 87 $300.00 $26,100.00 $134.00 $11,658.00 $140.00 $12,180.00 $138.00 $12,006.00 5 2101.507 GRUBBING TREE 87 $300.00 $26,100.00 $119.00 $10,353.00 $125.00 $10,875.00 $122.00 $10,614.00 6 2101.507 GRUBBING TREE 1 1 $1,000.00 $1,000.001 $119.00 $119.00 $125.00 $125.001 $122.00 $122.00 7 2104.501 REMOVE CURB & GUTTER L F 8798 $2.50 $21,995.00 $4.10 $36,071.80 $2.50 $21,995.00 $4.40 $38,711.20 8 2104.503 REMOVE BITUMINOUS WALK S F 85 $2.00 $170.00 $2.40 $204.00 $2.20 $187.00 $1.25 $106.25 9 2104.503 REMOVE CONCRETE WALK S F 7330 $2.00 $14,660.00 $0.85 $6,230.50 $0.40 $2,932.00 $1.20 $8,796.00 10 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 1500 $3.00 $4,500.00 $7.50 $11,250.00 $3.00 $4,500.00 $8.00 $12,000.00 11 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 900 $3.00 $2,700.00 $3.20 $2,880.001 $3.00 $2,700.00 $7.00 $6,300.00 12 2104.505 REMOVE BITUMINOUS PAVEMENT S Y 138 $2.00 $276.00 $4.30 $593.40 $4.00 $552.00 $8.00 $1,104.00 13 2104.509 REMOVE SIGN EACH 115 $20.00 $2,300.00 $32.00 $3,680.00 $50.00 $5,750.00 $50.00 $5,750.00 14 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) L F 567 $3.50 $1,984.50 $5.35 $3,033.45 $5.00 $2,835.00 $4.00 $2,268.00 15 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) L F 1559 $3.00 $4,677.00 $3.75 $5,846.25 $4.00 $6,236.00 $3.00 $4,677.00 16 2104.521 SALVAGE FENCE L F 50 $45.00 $2,250.00 $10.70 $535.00 $27.00 $1,350.00 $9.00 $450.00 17 2104.523 SALVAGE MAIL BOX SUPPORT EACH 61 $50.00 $3,050.00 $32.00 $1,952.001 $35.00 $2,135.00 $30.00 $1,830.00 18 2104.523 SALVAGE MAILBOX EACH 109 $50.00 $5,450.00 $16.00 $1,744.00 $17.00 $1,853.00 $15.00 $1,635.00 19 2104.523 SALVAGE CASTING (SPECIAL) EACH 10 $100.00 $1,000.00 $170.00 $1,700.00 $70.00 $700.00 $100.00 $1,000.00 20 2104.601 SALVAGE LANDSCAPE STRUCTURES LUMP SUM 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 21 2105.501 COMMON EXCAVATION C Y 2576 $15.00 $38,640.00 $8.50 $21,896.00 $8.00 $20,608.00 $13.25 $34,132.00 22 2105.507 SUBGRADE EXCAVATION C Y 5654 $15.00 $84,810.00 $7.801 $44,101.20 $11.00 $62,194.001 $12.00 $67,848.00 23 2105.522 SELECT GRANULAR BORROW (CV) C Y 5900 $12.00 $70,800.00 $14.80 $87,320.00 $16.00 $94,400.00 $20.00 $118,000.00 24 2112.501 SUBGRADE PREPARATION RDST 143 $150.00 $21,450.00 $80.00 $11,440.00 $175.00 $25,025.00 $600.00 $85,800.00 25 2118.607 AGGREGATE SURFACING (CV) CLASS 5 C Y 46 $25.00 $1,150.00 $38.00 $1,748.00 $24.00 $1,104.00 $45.00 $2,070.00 26 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 400 $130.00 $52,000.00 $128.00 $51,200.00 $135.00 $54,000.00 $130.00 $52,000.00 27 12130.501 WATER MGAL 501 $40.00 $20,040.00 $43.00 $21,543.00 $35.00 $17,535.00 $115.00 $57,615.00 28 2211.501 AGGREGATE BASE CLASS 5 TON 11468 $14.00 $160,552.00 $16.10 $184,634.801 $12.00 $137,616.00 $17.00 $194,956.00 29 2215.501 FULL DEPTH RECLAMATION S Y 60364 $3.00 $181,092.00 $4.15 $250,510.60 $2.75 $166,001.00 $0.01 $603.64 30 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 3322 $3.50 $11,627.00 $1.65 $5,481.30 $1.60 $5,315.20 $2.30 $7,640.60 31 2360.501 TYPE SP 9.5 WEARING COURSE MIX (3,C) TON 6087 $64.00 $389,568.00 $62.00 $377,394.00 $59.00 $359,133.00 $65.30 $397,481.10 32 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (3,C) TON 7800 $64.00 $499,200.001 $56.00 $436,800.00 $53.00 $413,400.00 $60.201$469,560.00 33 2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD 900 $30.00 $27,000.001 $36.601 $32,940.00 $25.00 $22,500.001 $15.85 $14,265.00 34 2502.541 4" PERF PVC PIPE DRAIN L F 60161 $10.00 $60,160.001 $9.451 $56,851.201 $15.00 $90,240.001 $15.001 $90,240.00 Page 9 Page 9 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Latour Construction Veit & Company, Inc. S. R. Weidema, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 35 2502.601 IRRIGATION SYSTEM PROVISION LS 1 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 36 2505.601 UTILITY COORDINATION LS 1 $5,000.00 $5,000.00 $2,100.00 $2,100.00 $8,000.00 $8,000.00 $5,500.00 $5,500.00 37 2506.521 INSTALL CASTING (SPECIAL) EACH 10 $50.00 $500.00 $540.00 $5,400.00 $425.00 $4,250.00 $1,100.00 $11,000.00 38 2506.522 ADJUST FRAME & RING CASTING EACH 22 $350.00 $7,700.00 $540.00 $11,880.00 $425.00 $9,350.00 $571.00 $12,562.00 39 2506.522 ADJUST FRAME & RING CASTING EACH 31 $350.00 $10,850.00 $540.001 $16,740.00 $425.00 $13,175.00 $571.00 $17,701.00 40 2506.602 ADJUST FRAME & RING CASTING (SPECIAL) EACH 10 $400.00 $4,000.00 $540.00 $5,400.00 $425.00 $4,250.00 $632.00 $6,320.00 41 2521.501 4" CONCRETE WALK S F 7314 $6.00 $43,884.00 $6.50 $47,541.00 $5.00 $36,570.00 $5.85 $42,786.90 42 2521.501 6" CONCRETE WALK S F 1527 $7.00 $10,689.00 $8.50 $12,979.50 $7.75 $11,834.25 $7.65 $11,681.55 43 2531.501 CONCRETE CURB & GUTTER DESIGN B618 L F 8798 $12.00 $105,576.00 $21.80 $191,796.40 $19.25 $169,361.50 $20.65 $181,678.70 44 2531.507 7" CONCRETE DRIVEWAY PAVEMENT S Y 15001 $55.00 $82,500.00 $64.40 $96,600.00 $53.50 $80,250.00 $59.00 $88,500.00 45 2531.618 ADA COMPLIANCE SUPERVISOR LS 1 $3,000.00 $3,000.00 $2,700.00 $2,700.00 $2,600.00 $2,600.00 $2,500.00 $2,500.00 46 2531.618 TRUNCATED DOMES S F 168 $46.00 $7,728.00 $48.00 $8,064.00 $57.00 $9,576.00 $45.00 $7,560.00 47 2540.602 INSTALL MAIL BOX SUPPORT (CLUSTER) EACH 25 $250.00 $6,250.00 $268.00 $6,700.00 $300.00 $7,500.00 $250.00 $6,250.00 48 2540.602 MAIL BOX EACH 50 $50.00 $2,500.00 $27.00 $1,350.00 $30.00 $1,500.00 $25.00 $1,250.00 49 2540.602 MAIL BOX SUPPORT EACH 10 $150.00 $1,500.00 $170.00 $1,700.00 $180.001 $1,800.00 $155.00 $1,550.00 50 2540.602 MAIL BOX (TEMPORARY) EACH 109 $10.00 $1,090.00 $32.00 $3,488.00 $40.00 $4,360.00 $30.00 $3,270.00 51 2540.602 INSTALL MAILBOX EACH 109 $50.00 $5,450.00 $16.00 $1,744.00 $20.00 $2,180.00 $15.00 $1,635.00 52 2557.603 INSTALL SALVAGED FENCE L F 50 $50.00 $2,500.00 $27.00 $1,350.00 $15.00 $750.00 $18.00 $900.00 53 2563.601 TRAFFIC CONTROL LS 1 $10,000.00 $10,000.00 $16,000.00 $16,000.00 $17,000.00 $17,000.00 $18,320.00 $18,320.00 54 2564.531 SIGN PANELS TYPE C S F 318 $44.00 $13,992.00 $34.00 $10,812.00 $35.00 $11,130.00 $32.00 $10,176.00 55 2564.602 SIGN PANELS TYPE D EA 35 $85.00 $2,975.00 $210.00 $7,350.00 $225.00 $7,875.00 $200.00 $7,000.00 56 2571.501 CONIFEROUS TREE T HT B &B TREE 44 $350.00 $15,400.00 $348.00 $15,312.00 $365.00 $16,060.00 $410.00 $18,040.00 57 2571.502 DECIDUOUS TREE 2.5" CAL B &B TREE 43 $350.00 $15,050.00 $370.00 $15,910.00 $417.00 $17,931.00 $425.00 $18,275.00 58 2571.601 INSTALL LANDSCAPE STRUCTURES LUMP SUM 1 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 59 2572.502 CLEAN ROOT CUTTING L F 492 $3.00 $1,476.00 $5.35 $2,632.20 $5.50 $2,706.00 $5.50 $2,706.00 60 2572.602 TREE PRUNING EACH 13 $150.00 $1,950.00 $160.00 $2,080.00 $170.00 $2,210.00 $165.00 $2,145.00 61 2573.502 SILT FENCE, TYPE MS L F 1650 $3.50 $5,775.00 $2.30 $3,795.00 $3.00 $4,950.00 $2.75 $4,537.50 62 2573.530 STORM DRAIN INLET PROTECTION EACH 72 $150.00 $10,800.00 $220.00 $15,840.00 $210.00 $15,120.00 $435.00 $31,320.00 63 2573.535 ISTABILIZED CONSTRUCTION EXIT EACH 14 $1,000.00 $14,000.00 $1,100.00 $15,400.00 $1,500.00 $21,000.00 $1,520.00 $21,280.00 64 2574.609 COMMON TOPSOIL BORROW TON 2586 $14.00 $36,204.00 $16.70 $43,186.20 $15.00 $38,790.00 $23.00 $59,478.00 65 2575.505 SODDING TYPE LAWN S Y 10777 $3.00 $32,331.00 $4.90 $52,807.30 $5.00 $53,885.00 $7.50 $80,827.50 66 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 S Y 178 $3.50 $623.00 $3.05 $542.90 $3.00 $534.00 $2.50 $445.00 67 2582.502 6" SOLID LINE WHITE -EPDXY L F 750 $3.75 $2,812.50 $2.40 $1,800.00 $9.00 $6,750.00 $3.00 $2,250.00 68 2582.503 CROSSWALK PREF THERMO GR IN S F 774 $14.00 $10,836.00 $12.80 $9,907.20 $21.00 $16,254.00 $16.00 $12,384.00 Total SCHEDULE A - SURFACE IMPROVEMENTS: $2,367,570.00 $2,518,248.20 $2,295,767.95 $2,624,484.94 Page 9 Page 9 0 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Latour Construction Iveit & Company, Inc. S. R. Weidema, Inc. Line No. Item Units I Quantity jUnit Price I Total Price Unit Price ITotal Price I Unit Price ITotal Price I Unit Price ITotal Price SCHEDULE B - SANITARY SEWER IMPROVEMENTS 69 2021.501 MOBILIZATION LS 1 $31,125.00 $31,125.00 $8,600.00 $8,600.00 $32,000.00 $32,000.00 $10,000.00 $10,000.00 70 2104.501 REMOVE SEWER PIPE (SANITARY) L F 5185 $1.00 $5,185.00 $2.10 $10,888.50 $2.50 $12,962.50 $11.00 $57,035.00 71 2104.501 REMOVE SANITARY SERVICE PIPE L F 2455 $1.00 $2,455.00 $2.10 $5,155.50 $2.50 $6,137.50 $7.00 $17,185.00 72 2104.509 REMOVE MANHOLE EACH 1 $500.00 $500.00 $800.00 $800.00 $500.00 $500.00 $571.00 $571.00 73 2104.509 REMOVE CASTING EACH 17 $50.00 $850.00 $86.00 $1,462.00 $88.00 $1,496.00 $100.00 $1,700.00 74 12104.523 SALVAGE CASTING EACH 1 5 $100.00 $500.001 $170.00 $850.00 $88.00 $440.00 $100.001 $500.00 75 2105.601 DEWATERING LS 1 $10,000.00 $10,000.00 $21,000.00 $21,000.00 $1,000.00 $1,000.00 $0.01 $0.01 76 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM 1 $30,000.00 $30,000.00 $11,600.00 $11,600.00 $100,000.00 $100,000.00 $0.01 $0.01 77 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 2 $4,000.00 $8,000.00 $1,400.00 $2,800.00 $800.00 $1,600.00 $993.00 $1,986.00 78 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH 12 $2,500.00 $30,000.00 $2,200.00 $26,400.00 $800.00 $9,600.00 $1,790.00 $21,480.00 79 2503.602 CONNECT TO EXISTING SANITARY SEWER SERVICE EACH 119 $350.00 $41,650.00 $440.00 $52,360.00 $1,400.00 $166,600.00 $290.00 $34,510.00 80 2503.602 4" CLEAN -OUT ASSEMBLY EACH 1 $250.00 $250.00 $240.00 $240.00 $300.00 $300.00 $315.00 $315.00 81 2503.60218"X4" PVC WYE EACH 83 $500.00 $41,500.00 $740.00 $61,420.00 $90.001 $7,470.00 $800.00 $66,400.00 82 2503.602 10 "X4" PVC WYE EACH 29 $550.00 $15,950.00 $880.00 $25,520.00 $140.00 $4,060.00 $950.00 $27,550.00 83 2503.602 12 "X4" PVC WYE EACH 7 $600.00 $4,200.00 $900.00 $6,300.00 $181.00 $1,267.00 $1,000.00 $7,000.00 84 2503.602 CHIMNEY SEALS (EXTERNAL) EACH 24 $300.001 $7,200.00 $265.00 $6,360.00 $230.00 $5,520.00 $260.00 $6,240.00 85 2503.603 LINING SEWER PIPE 8" L F 1 2251 $45.00 $101,295.00 $24.00 $54,024.00 $32.00 $72,032.00 $26.00 $58,526.00 86 2503.603 LINING SEWER PIPE 10" L F 1381 $50.00 $69,050.00 $29.001 $40,049.00 $36.00 $49,716.00 $28.00 $38,668.00 87 2503.603 LINING SEWER PIPE 12" L F 453 $55.00 $24,915.00 $36.00 $16,308.00 $38.00 $17,214.00 $34.00 $15,402.00 88 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT 2600 $28.00 $72,800.00 $26.30 $68,380.00 $22.00 $57,200.00 $47.00 $122,200.00 89 2503.603 4" PVC PIPE SEWER - SDR 26 (SPECIAL) LIN FT 2593 $33.00 $85,569.00 $26.30 $68,195.90 $17.00 $44,081.00 $40.00 $103,720.00 90 2503.603 4" HDPE PIPE SEWER- DIRECTIONAL DRILLED L F 170 $50.00 $8,500.00 $50.00 $8,500.00 $52.00 $8,840.00 $46.001 $7,820.00 91 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT 2596 $30.00 $77,880.00 $31.60 $82,033.60 $40.00 $103,840.00 $92.00 $238,832.00 92 2506.511 RECONSTRUCT SANITARY MANHOLES LIN FT 5 $200.00 $1,000.00 $180.00 $900.00 $440.00 $2,200.00 $935.00 $4,675.00 93 2506.516 CASTING ASSEMBLY EACH 17 $700.00 $11,900.00 $370.00 $6,290.00 $578.00 $9,826.00 $409.00 $6,953.00 94 2506.521 INSTALL CASTING EACH 5 $150.00 $750.00 $180.00 $900.00 $425.00 $2,125.00 $480.00 $2,400.00 Total SCHEDULE B - SANITARY SEWER IMPROVEMENTS: $683,024.00 $587,336.50 1 $718,027.001 $851,668.02 SCHEDULE C - WATER MAIN IMPROVEMENTS 95 2103.507 DISCONNECT WATER SERVICE EACH 2 $150.001 $300.00 $540.00 $1,080.00 $960.00 $1,920.00 $850.00 $1,700.00 96 2104.501 REMOVE WATER MAIN L F 1019 $4.00 $4,076.00 $6.40 $6,521.60 $7.00 $7,133.00 $10.00 $10,190.00 97 2104.501 REMOVE WATER SERVICE PIPE L F 218 $2.00 $436.00 $3.20 $697.60 $9.00 $1,962.00 $7.00 $1,526.00 98 2104.509 REMOVE GATE VALVE EACH 34 $150.00 $5,100.00 $150.00 $5,100.00 $139.00 $4,726.00 $213.00 $7,242.00 99 2104.509 REMOVE CURB STOP & BOX EACH 5 $65.00 $325.00 $107.00 $535.00 $350.00 $1,750.00 $141.00 $705.00 100 2104.5091 REMOVE HYDRANT EACH 17 $250.00 $4,250.001 $310.00 $5,270.001 $350.00 $5,950.001 $425.001 $7,225.00 Page 9 0 Engineers Estimate Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Total Price $9.00 Line No. Item Units Quantity 101 2104.603 ABANDON WATER MAIN L F 110 102 2503.603 30" STEEL CASING PIPE (JACKED) L F 80 103 2504.601 TEMPORARY WATER SERVICE LS 1 104 2504.602 CONNECT TO EXISTING WATER MAIN EACH 5 105 2504.602 CONNECT TO EXISTING WATER SERVICE EACH 7 106 2504.602 HYDRANT EACH 18 107 2504.602 1" CORPORATION STOP EACH 7 108 2504.602 1.25' CORPORATION STOP EACH 1 109 2504.602 16" BUTTERFLY VALVE & BOX EACH 1 110 2504.602 6" GATE VALVE & BOX EACH 43 111 2504.602 8" GATE VALVE & BOX EACH 5 112 2504.602 10" GATE VALVE & BOX EACH 2 113 2504.602 12" GATE VALVE & BOX EACH 4 114 2504.602 1" CURB STOP & BOX EACH 7 115 2504.602 1.25' CURB STOP & BOX EACH 1 116 2504.603 WATER SERVICE (DIRECTIONAL DRILLED) L F 72 117 2504.603 1" TYPE K COPPER PIPE L F 116 118 2504.603 1.25' TYPE K COPPER PIPE L F 45 119 2504.603 6" WATERMAIN DUCTILE IRON CL 52 L F 445 120 2504.603 8" WATERMAIN DUCTILE IRON CL 52 L F 40 121 2504.603 10" WATERMAIN DUCTILE IRON CL 52 L F 40 122 2504.603 12" WATERMAIN DUCTILE IRON CL 50 L F 3120 123 2504.603 16" WATERMAIN DUCTILE IRON CL 50 L F 753 124 2504.604 4" POLYSTYRENE INSULATION S Y 75 125 2504.608 DUCTILE IRON FITTINGS LB 10485 Total SCHEDULE C - WATER MAIN IMPROVEMENTS: SCHEDULE D - DRAINAGE IMPROVEMENTS 126 2104.501 REMOVE SEWER PIPE (STORM) L F 767 127 2104.509 REMOVE CASTING EACH 2 128 2104.509 REMOVE DRAINAGE STRUCTURE EACH 15 129 2104.523 SALVAGE CASTING EACH 105 130 2501.515 18" RC PIPE APRON EACH 1 131 2503.541 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 30 132 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 514 133 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 142 Engineers Estimate Unit Price Total Price $9.00 $990.00 $385.00 $30,800.00 $30,000.00 $30,000.00 $650.00 $3,250.00 $150.00 $1,050.00 $4,000.00 $72,000.00 $350.00 $2,450.00 $350.00 $350.00 $4,000.00 $4,000.00 $1,500.00 $64,500.00 $2,000.00 $10,000.00 $2,250.00 $4,500.00 $2,500.00 $10,000.00 $350.00 $2,450.00 $400.00 $400.00 $25.00 $1,800.00 $15.00 $1,740.00 $45.00 $2,025.00 $30.00 $13,350.00 $35.00 $1,400.00 $40.00 $1,600.00 $45.00 $140,400.00 $75.00 $56,475.00 $35.00 $2,625.00 $4.00 $41,940.00 $514,582.00 Latour Construction Unit Price Total Price $19.00 $2,090.00 $590.00 $47,200.00 $7,000.00 $7,000.00 $2,700.00 $13,500.00 $670.00 $4,690.00 $4,800.00 $86,400.00 $480.00 $3,360.00 $630.00 $630.00 $3,200.00 $3,200.00 $1,700.00 $73,100.00 $2,200.00 $11,000.00 $2,900.00 $5,800.00 $3,500.00 $14,000.00 $780.00 $5,460.00 $850.00 $850.00 $42.00 $3,024.00 $30.00 $3,480.00 $33.00 $1,485.00 $47.00 $20,915.00 $76.00 $3,040.00 $82.00 $3,280.00 $61.00 $190,320.00 $76.00 $57,228.00 $50.00 $3,750.00 $5.10 $53,473.50 $637,479.70 Veit & Company, Inc. Unit Price Total Price $23.00 $2,530.00 $500.00 $40,000.00 $15,000.00 $15,000.00 $1,340.00 $6,700.00 $734.00 $5,138.00 $3,105.00 $55,890.00 $397.00 $2,779.00 $467.00 $467.00 $2,221.00 $2,221.00 $2,420.00 $104,060.00 $2,815.00 $14,075.00 $3,400.00 $6,800.00 $3,727.00 $14,908.00 $466.00 $3,262.00 $580.00 $580.00 $50.00 $3,600.00 $26.00 $3,016.00 $28.00 $1,260.00 $62.00 $27,590.00 $65.00 $2,600.00 $70.00 $2,800.00 $74.00 $230,880.00 $78.00 $58,734.00 $27.00 $2,025.00 $7.50 $78,637.50 $708,993.50 . R. Weidema, Inc. nit Price Total Price $18.00 $1,980.00 $557.00 $44,560.00 $6,500.00 $6,500.00 $1,005.00 $5,025.00 $265.00 $1,855.00 $3,597.00 $64,746.00 $138.00 $966.00 $220.00 $220.00 $2,866.00 $2,866.00 $1,739.00 $74,777.00 $2,181.00 $10,905.00 $2,947.00 $5,894.00 $3,454.00 $13,816.00 $240.00 $1,680.00 $300.00 $300.00 $59.00 $4,248.00 $30.00 $3,480.00 $33.00 $1,485.00 $77.00 $34,265.00 $83.00 $3,320.00 $86.00 $3,440.00 $91.00 $283,920.00 $112.00 $84,336.00 $50.00 $3,750.00 $6,751 $70,773.75 $757,695.75 $10.00 $7,670.00 $8.60 $6,596.20 $12.001 $9,204.00 $13.00 $9,971.00 $100.00 $200.00 $86.00 $172.00 $88.00 $176.00 $100.00 $200.00 $400.00 $6,000.00 $430.00 $6,450.00 $400.00 $6,000.00 $514.00 $7,710.00 $100.00 $10,500.00 $170.00 $17,850.00 $88.00 $9,240.00 $100.00 $10,500.00 $1,500.00 $1,500.00 $850.00 $850.00 $1,600.00 $1,600.00 $757.00 $757.00 $28.00 $840.00 $40.00 $1,200.00 $35.00 $1,050.00 $64.00 $1,920.00 $30.00 $15,420.00 $38.00 $19,532.00 $37.00 $19,018.00 $73.00 $37,522.00 $33.00 $4,686.00 $40.00 $5,680.00 $40.00 $5,680.00 $81.00 $11,502.00 Page 11 Engineers Estimate Unit Price Total Price $45.00 $3,420.00 $55.00 $3,025.00 $300.00 $33,000.00 $275.00 $15,950.00 $1,500.00 $19,500.00 $600.00 $5,400.00 $150.00 $16,200.00 $1,000.00 $7,000.00 $800.00 $10,400.00 $950.00 $18,050.00 $125.00 $875.00 $500.00 $1,000.00 $180,636.00 Latour Construction Unit Price Total Price $44.00 $3,344.00 $48.60 $2,673.00 $270.00 $29,700.00 $245.00 $14,210.00 $1,980.00 $25,740.00 $510.00 $4,590.00 $86.00 $9,288.00 $1,700.00 $11,900.00 $1,955.00 $25,415.00 $2,070.00 $39,330.00 $92.00 $644.00 $1,300.00 $2,600.00 $227,764.20 Veit & Company, Inc. Unit Price Total Price $43.00 $3,268.00 $45.00 $2,475.00 $240.00 $26,400.00 $340.00 $19,720.00 $1,740.00 $22,620.00 $578.00 $5,202.00 $430.00 $46,440.00 $700.00 $4,900.00 $1,214.00 $15,782.00 $1,214.00 $23,066.00 $80.00 $560.00 $868.00 $1,736.00 $224,137.00 S. R. Weidema, Inc. Unit Price Total Price $85.00 $6,460.00 $92.00 $5,060.00 $260.00 $28,600.00 $345.00 $20,010.00 $1,334.00 $17,342.00 $509.00 $4,581.00 $480.00 $51,840.00 $914.00 $6,398.00 $1,228.00 $15,964.00 $1,228.00 $23,332.00 $113.00 $791.00 $975.00 $1,950.00 $262,410.00 $4.501 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project $472.50 Line No. Item Units Quantity 134 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 76 135 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 55 136 2503.602 CHIMNEY SEALS (EXTERNAL) EACH 110 137 2506.501 CONST DRAINAGE STRUCTURE DES 48 -4020 L F 58 138 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL EACH 13 139 2506.516 CASTING ASSEMBLY EACH 9 140 2506.521 INSTALL CASTING EACH 108 141 2506.602 CONNECT INTO EXISTING STORM SEWER EACH 7 142 2506.602 CONNECT INTO EXISTING CATCH BASIN EACH 13 143 2506.602 CONNECT INTO EXISTING MANHOLE EACH 19 144 2511.501 RANDOM RIPRAP CLASS III C Y 7 145 2550.604 PATCH STORM SEWER EACH 2 Total SCHEDULE D - DRAINAGE IMPROVEMENTS: SCHEDULE E - 4TH STREET PARKING LOT IMPROVEMENTS 146 2355.502 BITUMINOUS MATERIAL FOR FOG SEAL IGAL 1 105 147 2356.5051 BITUMINOUS MATERIAL FOR SEAL COAT IGAL 1 220 148 2356.5061 BITUMINOUS SEAL COAT ISY 1 875 Total SCHEDULE E - 4TH STREET PARKING LOT IMPROVEMENTS: SCHEDULE F - SANITARY SEWER LINING (TH 25 AND BROADWAY STREET) 149 2503.603 LINING SEWER PIPE 8" L F 412 150 2503.603 LINING SEWER PIPE 12" L F 406 151 2563.601 ITRAFFIC CONTROL LS 1 1 Total SCHEDULE F - SANITARY SEWER LINING (TH 25 AND BROADWAY STREET): SCHEDULE G - PUMP HOUSE IMPROVEMENTS 152 2104.501 REMOVE WATER MAIN L F 140 153 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 22 154 2104.505 REMOVE BITUMINOUS PAVEMENT S Y 646 155 2104.509 REMOVE GATE VALVE EACH 5 156 2360.503 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD 646 157 2503.60218" PIPE PLUG EACH 1 158 2504.602 CONNECT TO EXISTING WATER MAIN EACH 3 159 2504.602 CONNECT TO EXISTING WATER SERVICE EACH 1 160 2504.602 1" CORPORATION STOP EACH 1 161 2504.602 8" GATE VALVE & BOX EACH 3 162 2504.602 10" GATE VALVE & BOX EACH 3 Engineers Estimate Unit Price Total Price $45.00 $3,420.00 $55.00 $3,025.00 $300.00 $33,000.00 $275.00 $15,950.00 $1,500.00 $19,500.00 $600.00 $5,400.00 $150.00 $16,200.00 $1,000.00 $7,000.00 $800.00 $10,400.00 $950.00 $18,050.00 $125.00 $875.00 $500.00 $1,000.00 $180,636.00 Latour Construction Unit Price Total Price $44.00 $3,344.00 $48.60 $2,673.00 $270.00 $29,700.00 $245.00 $14,210.00 $1,980.00 $25,740.00 $510.00 $4,590.00 $86.00 $9,288.00 $1,700.00 $11,900.00 $1,955.00 $25,415.00 $2,070.00 $39,330.00 $92.00 $644.00 $1,300.00 $2,600.00 $227,764.20 Veit & Company, Inc. Unit Price Total Price $43.00 $3,268.00 $45.00 $2,475.00 $240.00 $26,400.00 $340.00 $19,720.00 $1,740.00 $22,620.00 $578.00 $5,202.00 $430.00 $46,440.00 $700.00 $4,900.00 $1,214.00 $15,782.00 $1,214.00 $23,066.00 $80.00 $560.00 $868.00 $1,736.00 $224,137.00 S. R. Weidema, Inc. Unit Price Total Price $85.00 $6,460.00 $92.00 $5,060.00 $260.00 $28,600.00 $345.00 $20,010.00 $1,334.00 $17,342.00 $509.00 $4,581.00 $480.00 $51,840.00 $914.00 $6,398.00 $1,228.00 $15,964.00 $1,228.00 $23,332.00 $113.00 $791.00 $975.00 $1,950.00 $262,410.00 $4.501 $472.50 $27.001 $2,835.001 $8,001 $840.001 $7.151 $750.75 $2.10 $462.00 $27.00 $5,940.00 $9.50 $2,090.00 $7.15 $1,573.00 $2.25 $1,968.75 $1.60 $1,400.00 $2.201 $1,925.00 $1.65 $1,443.75 $2,903.25 $10,175.00 $4,855.00 $3,767.50 $45.00 $18,540.00 $24.00 $9,888.00 $32.00 $13,184.00 $24.00 $9,888.00 $55.00 $22,330.00 $36.00 $14,616.00 $38.00 $15,428.00 $35.00 $14,210.00 $5,000.00 $5,000.00 $4,100.00 $4,100.00 $80,000.00 $80,000.00 $3,000.00 $3,000.00 $45,870.00 $28,604.00 $108,612.00 $27,098.00 $6.00 $840.00 $10.70 $1,498.001 $14.00 $1,960.00 $9.00 $1,260.00 $5.00 $110.00 $7.50 $165.00 $12.00 $264.00 $8.00 $176.00 $5.00 $3,230.00 $3.20 $2,067.20 $3.00 $1,938.00 $8.00 $5,168.00 $200.00 $1,000.00 $150.00 $750.00 $350.00 $1,750.00 $213.00 $1,065.00 $35.00 $22,610.00 $24.00 $15,504.00 $14.00 $9,044.00 $16.35 $10,562.10 $200.00 $200.00 $190.00 $190.00 $137.00 $137.00 $190.00 $190.00 $1,000.00 $3,000.00 $2,900.00 $8,700.00 $960.00 $2,880.00 $1,005.00 $3,015.00 $250.00 $250.00 $670.00 $670.00 $960.00 $960.00 $196.00 $196.00 $300.00 $300.00 $480.00 $480.00 $827.00 $827.00 $136.00 $136.00 $2,500.00 $7,500.00 $2,200.00 $6,600.00 $1,516.00 $4,548.00 $2,295.00 $6,885.00 $3,000.00 $9,000.001 $2,900.00 $8,700.00 $2,100.001 $6,300.00 $2,947.001 $8,841.00 Page 12 Engineers Estimate Unit Price Total Price $350.00 $350.00 $20.00 $1,000.00 $38.00 $7,904.00 $42.00 $1,260.00 $6.00 $8,400.00 $350.00 $1,750.00 $55.00 $1,210.00 $69,914.00 Latour Construction Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Total Price $780.00 Line No. Item Units Quantity 163 2504.602 1" CURB STOP & BOX EACH 1 164 2504.603 1" TYPE K COPPER PIPE L F 50 165 2504.603 8" WATERMAIN DUCTILE IRON CL 52 L F 208 166 2504.603 10" WATERMAIN DUCTILE IRON CL 52 L F 30 167 2504.608 DUCTILE IRON FITTINGS LB 1400 168 2506.501 CONST DRAINAGE STRUCTURE DES 48 -4020 L F 5 169 12531.50717" CONCRETE DRIVEWAY PAVEMENT S Y 22 Total SCHEDULE G - PUMP HOUSE IMPROVEMENTS: SCHEDULE H - BROADWAY ST SIDEWALK IMPROVEMENTS 170 2104.503 REMOVE CONCRETE WALK S F 2690 171 2105.501 COMMON EXCAVATION C Y 130 172 2105.522 SELECT GRANULAR BORROW (CV) C Y 561 173 2521.501 4" CONCRETE WALK S F 2330 174 2521.501 6" CONCRETE WALK S F 1163 175 2531.618 1 TRUNCATED DOMES S F 144 Total SCHEDULE H - BROADWAY ST SIDEWALK IMPROVEMENTS: SCHEDULE I - CEDAR AVE SIDEWALK IMPROVEMENTS 176 2105.501 COMMON EXCAVATION C Y 517 177 2105.522 SELECT GRANULAR BORROW (CV) C Y 259 178 2521.501 4" CONCRETE WALK S F 6450 179 2521.501 6" CONCRETE WALK S F 526 180 2531.618 TRUNCATED DOMES S F 144 Total SCHEDULE I - CEDAR AVE SIDEWALK IMPROVEMENTS: SCHEDULE J - WASHINGTON AVE SIDEWALK 181 2101.502 CLEARING TREE 3 182 2101.507 GRUBBING TREE 3 183 2104.501 REMOVE CURB & GUTTER L F 56 184 2104.503 REMOVE CONCRETE WALK S F 1350 185 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 61 186 2104.5051 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 1 53 187 2105.501 COMMON EXCAVATION C Y 536 188 2105.522 SELECT GRANULAR BORROW (CV) C Y 260 189 2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD 24 190 2521.501 4" CONCRETE WALK S F 6468 191 2521.501 6" CONCRETE WALK S F 757 Engineers Estimate Unit Price Total Price $350.00 $350.00 $20.00 $1,000.00 $38.00 $7,904.00 $42.00 $1,260.00 $6.00 $8,400.00 $350.00 $1,750.00 $55.00 $1,210.00 $69,914.00 Latour Construction Unit Price Total Price $780.00 $780. $30.00 $1,500. $76.00 $15,808. $82.00 $2,460. $4.90 $6,860. $360.00 $1,800. $74.00 $1,628. $210.00 $76,160. $2.00 Unit Price $5,380.00 $827.00 $1.101 $26.00 $2,E $15.00 $13,520.00 $1,950.00 $2,100.00 $35.00 $11,200.00 $4,E $12.00 $82.00 $6,732.00 $210.00 $22.00 $630.00 $12,2 $5.00 $20.00 $11,650.00 $5.00 $4.80 $32,250.00 $11,1 $7.00 $8,141.00 $6.40 $7,4 $46.00 $7.00 $6,624.00 $3,682.00 $48.00 $3,366.40 $6,E $8.00 $1.10 $40,477.00 $1,485.00 $7.70 $4,050.20 $45,2 Veit & Company, Inc. Unit Price Total Price $827.00 $827.00 $26.00 $1,300.00 $65.00 $13,520.00 $70.00 $2,100.00 $8.00 $11,200.00 $534.00 $2,670.00 $82.00 $1,804.00 $210.00 $64,029.00 $0.30 $807.00 $9.00 $1,170.00 $16.00 $8,976.00 $5.00 $11,650.00 $8.00 $9,304.00 $64.001 $9,216.00 $41,123.00 S. R. Weidema, Inc. Unit Price Total Price $239.00 $239.00 $29.00 $1,450.00 $78.00 $16,224.00 $95.00 $2,850.00 $6.75 $9,450.00 $345.00 $1,725.00 $64.00 $1,408.00 $70,840.10 $1.40 $3,766.00 $16.00 $2,080.00 $20.00 $11,220.00 $6.25 $14,562.50 $7.70 $8,955.10 $45.00 $6,480.00 $47,063.60 $15.00 $7,755.00 $17.001 $8,789.00 $9.00 $4,653.00 $390.00 $16.001 $8,272.00 $12.00 $300.00 $3,108.00 $22.00 $5,698.00 $210.00 $16.00 $630.00 $4,144.00 $130.00 $20.00 $5,180.00 $5.00 $366.00 $32,250.00 $4.40 $28,380.00 $5.00 $32,250.00 $6.25 $40,312.50 $7.00 $5.00 $3,682.00 $6.40 $3,366.40 $2,700.00 $8.00 $1.10 $4,208.00 $1,485.00 $7.70 $4,050.20 $46.00 $6,624.00 $48.00 $6,912.00 $64.00 $9,216.00 $45.00 $6,480.00 $5.25 $320.25 $53,419.00 $8.00 $53,145.401 $3.50 $185.50 $54,471.00 $4.30 $64,294.70 $300.00 $900.00 $160.001 $480.00 $130.00 $390.00 $138.00 $414.00 $300.00 $900.00 $210.00 $630.00 $130.00 $390.00 $122.00 $366.00 $2.50 $140.00 $11.00 $616.00 $2.25 $126.00 $5.00 $280.00 $2.00 $2,700.00 $1.10 $1,485.00 $0.30 $405.00 $1.20 $1,620.00 $6.00 $366.00 $7.50 $457.50 $5.25 $320.25 $8.00 $488.00 $3.50 $185.50 $4.30 $227.90 $5.00 $265.00 $8.00 $424.00 $15.00 $8,040.00 $17.00 $9,112.00 $8.00 $4,288.00 $16.00 $8,576.00 $12.00 $3,120.00 $22.00 $5,720.00 $16.00 $4,160.00 $20.00 $5,200.00 $30.00 $720.00 $73.00 $1,752.00 $59.25 $1,422.00 $35.70 $856.80 $5.00 $32,340.00 $4.40 $28,459.20 $5.00 $32,340.00 $6.25 $40,425.00 $7.00 $5,299.00 $6.40 $4,844.801 $8.001 $6,056.00 $7.70 $5,828.90 Page 13 Page 14 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Latour Construction Veit & Company, Inc. S. R. Weidema, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 192 2531.507 7 CONCRETE DRIVEWAY PAVEMENT S Y 42 $55.00 $2,310.00 $74.00 $3,108.00 $82.00 $3,444.00 $59.00 $2,478.00 193 2531.618 ITRUNCATED DOMES S F 96 $46.00 $4,416.00 $48.00 $4,608.00 $63.00 $6,048.00 $45.00 $4,320.00 Total SCHEDULE J - WASHINGTON AVE SIDEWALK: $61,436.50 $61,500.40 $59,654.25 $71,276.70 Total SCHEDULE A - SURFACE IMPROVEMENTS: $2,367,570.00 $2,518,248.20 $2,295,767.95 $2,624,484.94 Total SCHEDULE B - SANITARY SEWER IMPROVEMENTS: $683,024.00 $587,336.50 $718,027.00 $851,668.02 Total SCHEDULE C - WATER MAIN IMPROVEMENTS: $514,582.00 $637,479.70 $708,993.50 $757,695.75 Total SCHEDULE D - DRAINAGE IMPROVEMENTS: $180,636.00 $227,764.20 $224,137.00 $262,410.00 Total SCHEDULE E - 4TH STREET PARKING LOT IMPROVEMENTS: $2,903.25 $10,175.00 $4,855.00 $3,767.50 Total SCHEDULE F - SANITARY SEWER LINING (TH 25 AND BROADWAY STREET): $45,870.00 $28,604.00 $108,612.00 $27,098.00 Total SCHEDULE G - PUMP HOUSE IMPROVEMENTS: $69,914.00 $76,160.20 $64,029.00 $70,840.10 Total SCHEDULE H - BROADWAY ST SIDEWALK IMPROVEMENTS: $40,477.00 $45,390.20 $41,123.00 $47,063.60 Total SCHEDULE I - CEDAR AVE SIDEWALK IMPROVEMENTS: $53,419.00 $53,145.40 $54,471.00 $64,294.70 Total SCHEDULE J - WASHINGTON AVE SIDEWALK: 1 $61,436.501 1 $61,500.401 1 $59,654.251 1 $71,276.70 Totals for Project 02596 -10 $4,019,831.75 $4,245,803.80 $4,279,669.70 $4,780,599.31 of Estimate for Project 02596 -10 1 1 1 5.62%1 1 6.46%1 1 18.93% Page 14 Page 15 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project I I lEngineers Estimate Duininck Brothers, Inc. Line No. I Item I Units lQuantity I Unit Price ITotal Price I Unit Price ITotal Price SCHEDULE A - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LS 1 $112,827.00 $112,827.00 $202,300.00 $202,300.00 2 2021.601 RAILROAD PROTECTIVE LIABILITY INSURANCE LUMP SUM 1 $3,500.00 $3,500.00 $4,500.00 $4,500.00 3 2021.601 RAILROAD PROTECTIVE SERVICES LS 1 $15,000.00 $15,000.00 $10,000.00 $10,000.00 4 2101.502 CLEARING TREE 87 $300.00 $26,100.00 $200.00 $17,400.00 5 2101.507 GRUBBING TREE 87 $300.00 $26,100.00 $200.00 $17,400.00 6 12101.507 GRUBBING TREE 1 $1,000.00 $1,000.00 $200.001 $200.00 7 2104.501 REMOVE CURB & GUTTER L F 8798 $2.50 $21,995.00 $4.50 $39,591.00 8 2104.503 REMOVE BITUMINOUS WALK S F 85 $2.00 $170.00 $2.00 $170.00 9 2104.503 REMOVE CONCRETE WALK S F 7330 $2.00 $14,660.00 $1.00 $7,330.00 10 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 1500 $3.00 $4,500.00 $11.00 $16,500.00 11 2104.5051 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 900 $3.00 $2,700.00 $7.00 $6,300.00 12 2104.505 REMOVE BITUMINOUS PAVEMENT S Y 138 $2.00 $276.00 $7.00 $966.00 13 2104.509 REMOVE SIGN EACH 115 $20.001 $2,300.00 $25.00 $2,875.00 14 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) L F 567 $3,501 $1,984.50 $4.00 $2,268.00 15 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) L F 1559 $3.00 $4,677.00 $1.75 $2,728.25 16 2104.521 SALVAGE FENCE L F 50 $45.00 $2,250.00 $7.50 $375.00 17 2104.523 SALVAGE MAIL BOX SUPPORT EACH 61 $50.00 $3,050.00 $30.00 $1,830.00 18 2104.523 SALVAGE MAILBOX EACH 109 $50.00 $5,450.00 $15.00 $1,635.00 19 2104.523 SALVAGE CASTING (SPECIAL) EACH 10 $100.00 $1,000.00 $200.00 $2,000.00 20 2104.601 SALVAGE LANDSCAPE STRUCTURES LUMP SUM 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 21 2105.501 COMMON EXCAVATION C Y 2576 $15.00 $38,640.00 $16.00 $41,216.00 22 2105.507 SUBGRADE EXCAVATION C Y 5654 $15.001 $84,810.00 $14.00 $79,156.00 23 2105.522 SELECT GRANULAR BORROW (CV) C Y 5900 $12.00 $70,800.00 $22.50 $132,750.00 24 2112.501 SUBGRADE PREPARATION RDST 143 $150.00 $21,450.00 $600.00 $85,800.00 25 2118.607 AGGREGATE SURFACING (CV) CLASS 5 C Y 46 $25.00 $1,150.00 $50.00 $2,300.00 26 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 400 $130.00 $52,000.00 $200.00 $80,000.00 27 12130.501 WATER MGAL 501 $40.00 $20,040.00 $30.00 $15,030.00 28 2211.501 AGGREGATE BASE CLASS 5 TON 11468 $14.00 $160,552.00 $14.00 $160,552.00 29 2215.501 FULL DEPTH RECLAMATION S Y 60364 $3.00 $181,092.00 $9.50 $573,458.00 30 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 3322 $3.50 $11,627.00 $3.00 $9,966.00 31 2360.501 TYPE SP 9.5 WEARING COURSE MIX (3,C) TON 6087 $64.00 $389,568.00 $72.00 $438,264.00 32 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (3,C) TON 7800 $64.00 $499,200.00 $68.00 $530,400.00 33 2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD 900 $30.00 $27,000.00 $30.00 $27,000.00 34 2502.541 4" PERF PVC PIPE DRAIN L F 6016 $10.00 $60,160.00 $7.00 $42,112.00 Page 15 Page 9 6 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Duininck Brothers, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price 35 2502.601 IRRIGATION SYSTEM PROVISION LS 1 $10,000.00 $10,000.00 $10,000.00 $10,000.00 36 2505.601 UTILITY COORDINATION LS 1 $5,000.00 $5,000.00 $15,000.00 $15,000.00 37 2506.521 INSTALL CASTING (SPECIAL) EACH 10 $50.00 $500.00 $1,000.00 $10,000.00 38 2506.522 ADJUST FRAME & RING CASTING EACH 22 $350.00 $7,700.00 $700.00 $15,400.00 39 12506.522 ADJUST FRAME & RING CASTING EACH 31 $350.00 $10,850.00 $700.00 $21,700.00 40 2506.602 ADJUST FRAME & RING CASTING (SPECIAL) EACH 10 $400.00 $4,000.00 $700.00 $7,000.00 41 2521.501 4" CONCRETE WALK S F 7314 $6.00 $43,884.00 $4.10 $29,987.40 42 2521.501 6" CONCRETE WALK S F 1527 $7.00 $10,689.00 $6.40 $9,772.80 43 2531.501 CONCRETE CURB & GUTTER DESIGN B618 L F 8798 $12.00 $105,576.00 $20.30 $178,599.40 44 2531.507 7" CONCRETE DRIVEWAY PAVEMENT S Y 1500 $55.00 $82,500.00 $70.00 $105,000.00 45 2531.618 ADA COMPLIANCE SUPERVISOR LS 1 $3,000.00 $3,000.00 $1,400.00 $1,400.00 46 2531.618 TRUNCATED DOMES S F 168 $46.00 $7,728.00 $52.00 $8,736.00 47 2540.602 INSTALL MAIL BOX SUPPORT (CLUSTER) EACH 25 $250.00 $6,250.00 $250.00 $6,250.00 48 2540.602 MAIL BOX EACH 50 $50.00 $2,500.00 $25.00 $1,250.00 49 2540.602 MAIL BOX SUPPORT EACH 10 $150.00 $1,500.00 $155.00 $1,550.00 50 2540.602 MAIL BOX (TEMPORARY) EACH 109 $10.00 $1,090.00 $30.00 $3,270.00 51 2540.602 INSTALL MAILBOX EACH 109 $50.00 $5,450.00 $15.00 $1,635.00 52 2557.603 INSTALL SALVAGED FENCE L F 50 $50.00 $2,500.00 $15.00 $750.00 53 2563.601 TRAFFIC CONTROL LS 1 $10,000.00 $10,000.00 $20,000.00 $20,000.00 54 2564.531 SIGN PANELS TYPE C S F 318 $44.00 $13,992.00 $30.00 $9,540.00 55 2564.602 SIGN PANELS TYPE D EA 35 $85.00 $2,975.00 $70.00 $2,450.00 56 2571.501 CONIFEROUS TREE 8' HT B &B TREE 44 $350.00 $15,400.00 $410.00 $18,040.00 57 2571.502 DECIDUOUS TREE 2.5" CAL B &B TREE 43 $350.00 $15,050.00 $425.00 $18,275.00 58 2571.601 INSTALL LANDSCAPE STRUCTURES LUMP SUM 1 $10,000.00 $10,000.00 $10,000.00 $10,000.00 59 2572.502 CLEAN ROOT CUTTING L F 492 $3.00 $1,476.00 $5.001 $2,460.00 60 2572.602 TREE PRUNING EACH 13 $150.00 $1,950.00 $200.00 $2,600.00 61 2573.502 SILT FENCE, TYPE MS L F 1650 $3.50 $5,775.00 $2.00 $3,300.00 62 2573.530 STORM DRAIN INLET PROTECTION EACH 72 $150.00 $10,800.00 $250.00 $18,000.00 63 2573.535 STABILIZED CONSTRUCTION EXIT EACH 14 $1,000.00 $14,000.00 $500.00 $7,000.00 64 2574.609 COMMON TOPSOIL BORROW TON 2586 $14.00 $36,204.00 $30.00 $77,580.00 65 2575.505 SODDING TYPE LAWN S Y 10777 $3.00 $32,331.00 $6.00 $64,662.00 66 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 S Y 178 $3.50 $623.00 $2.00 $356.00 67 2582.502 6" SOLID LINE WHITE -EPDXY L F 750 $3.75 $2,812.50 $2.25 $1,687.50 68 2582.503 CROSSWALK PREF THERMO GR IN S F 774 $14.00 $10,836.00 $12.00 $9,288.00 Total SCHEDULE A - SURFACE IMPROVEMENTS: $2,367,570.00 $3,251,911.35 Page 9 6 Page 9 7 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project I I jEngineers Estimate Duininck Brothers, Inc. Line No. I Item I Units lQuantity I Unit Price ITotal Price I Unit Price ITotal Price SCHEDULE B - SANITARY SEWER IMPROVEMENTS 69 2021.501 MOBILIZATION LS 1 $31,125.00 $31,125.00 $100,000.00 $100,000.00 70 2104.501 REMOVE SEWER PIPE (SANITARY) L F 5185 $1.00 $5,185.00 $0.50 $2,592.50 71 2104.501 REMOVE SANITARY SERVICE PIPE L F 2455 $1.00 $2,455.00 $0.50 $1,227.50 72 2104.509 REMOVE MANHOLE EACH 1 $500.00 $500.00 $750.00 $750.00 73 2104.509 REMOVE CASTING EACH 17 $50.00 $850.00 $200.00 $3,400.00 74 12104.523 SALVAGE CASTING EACH 5 $100.00 $500.00 $350.001 $1,750.00 75 2105.601 DEWATERING LS 1 $10,000.00 $10,000.00 $20,000.00 $20,000.00 76 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM 1 $30,000.00 $30,000.00 $1,500.00 $1,500.00 77 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 2 $4,000.00 $8,000.00 $950.00 $1,900.00 78 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH 12 $2,500.00 $30,000.00 $1,800.00 $21,600.00 79 2503.602 CONNECT TO EXISTING SANITARY SEWER SERVICE EACH 119 $350.00 $41,650.00 $550.00 $65,450.00 80 2503.602 4" CLEAN -OUT ASSEMBLY EACH 1 $250.00 $250.00 $250.00 $250.00 81 2503.60218"X4" PVC WYE EACH 83 $500.001 $41,500.00 $650.00 $53,950.00 82 2503.602 10 "X4" PVC WYE EACH 29 $550.00 $15,950.00 $950.00 $27,550.00 83 2503.602 12 "X4" PVC WYE EACH 7 $600.00 $4,200.00 $1,000.00 $7,000.00 84 2503.602 CHIMNEY SEALS (EXTERNAL) EACH 24 $300.00 $7,200.00 $250.00 $6,000.00 85 2503.603 LINING SEWER PIPE 8" L F 2251 $45.00 $101,295.00 $25.10 $56,500.10 86 2503.603 LINING SEWER PIPE 10" L F 1381 $50.00 $69,050.00 $26.90 $37,148.90 87 2503.603 LINING SEWER PIPE 12" L F 453 $55.00 $24,915.00 $32.40 $14,677.20 88 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT 2600 $28.00 $72,800.00 $32.00 $83,200.00 89 2503.603 4" PVC PIPE SEWER - SDR 26 (SPECIAL) LIN FT 2593 $33.00 $85,569.00 $25.00 $64,825.00 90 2503.603 4" HDPE PIPE SEWER- DIRECTIONAL DRILLED L F 170 $50.00 $8,500.00 $90.00 $15,300.00 91 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT 2596 $30.00 $77,880.00 $48.00 $124,608.00 92 2506.511 RECONSTRUCT SANITARY MANHOLES LIN FT 5 $200.00 $1,000.00 $800.00 $4,000.00 93 2506.516 CASTING ASSEMBLY EACH 17 $700.00 $11,900.00 $750.00 $12,750.00 94 2506.521 INSTALL CASTING EACH 5 $150.00 $750.00 $700.00 $3,500.00 Total SCHEDULE B - SANITARY SEWER IMPROVEMENTS: 1 $683,024.001 $731,429.20 SCHEDULE C - WATER MAIN IMPROVEMENTS 95 2103.507 DISCONNECT WATER SERVICE EACH 2 $150.00 $300.00 $400.00 $800.00 96 2104.501 REMOVE WATER MAIN L F 1019 $4.00 $4,076.00 $1.00 $1,019.00 97 2104.501 REMOVE WATER SERVICE PIPE L F 218 $2.00 $436.00 $1.00 $218.00 98 2104.509 REMOVE GATE VALVE EACH 34 $150.00 $5,100.00 $150.00 $5,100.00 99 2104.509 REMOVE CURB STOP & BOX EACH 5 $65.00 $325.00 $100.00 $500.00 100 2104.5091 REMOVE HYDRANT EACH 17 $250.00 $4,250.00 $350.00 $5,950.00 Page 9 7 Page 9 8 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Duininck Brothers, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price 101 2104.603 ABANDON WATER MAIN L F 110 $9.00 $990.00 $15.00 $1,650.00 102 2503.603 30" STEEL CASING PIPE (JACKED) L F 80 $385.00 $30,800.00 $625.00 $50,000.00 103 2504.601 TEMPORARY WATER SERVICE LS 1 $30,000.00 $30,000.00 $500.00 $500.00 104 2504.602 CONNECT TO EXISTING WATER MAIN EACH 5 $650.00 $3,250.00 $1,800.00 $9,000.00 105 12504.602 CONNECT TO EXISTING WATER SERVICE EACH 7 $150.00 $1,050.00 $600.00 $4,200.00 106 2504.602 HYDRANT EACH 18 $4,000.00 $72,000.00 $4,500.00 $81,000.00 107 2504.602 1" CORPORATION STOP EACH 7 $350.00 $2,450.00 $450.00 $3,150.00 108 2504.602 1.25" CORPORATION STOP EACH 1 $350.00 $350.00 $550.00 $550.00 109 2504.602 16" BUTTERFLY VALVE & BOX EACH 1 $4,000.00 $4,000.00 $4,800.00 $4,800.00 110 2504.602 6" GATE VALVE & BOX EACH 43 $1,500.00 $64,500.00 $2,500.00 $107,500.00 111 2504.602 8" GATE VALVE & BOX EACH 5 $2,000.00 $10,000.00 $3,000.00 $15,000.00 112 2504.602 10" GATE VALVE & BOX EACH 2 $2,250.00 $4,500.00 $4,500.00 $9,000.00 113 2504.602 12" GATE VALVE & BOX EACH 4 $2,500.00 $10,000.00 $3,500.00 $14,000.00 114 2504.602 1" CURB STOP & BOX EACH 7 $350.00 $2,450.00 $500.00 $3,500.00 115 2504.602 1.25' CURB STOP & BOX EACH 1 $400.00 $400.00 $600.00 $600.00 116 2504.603 WATER SERVICE (DIRECTIONAL DRILLED) L F 72 $25.00 $1,800.00 $80.00 $5,760.00 117 2504.603 1" TYPE K COPPER PIPE L F 116 $15.00 $1,740.00 $55.00 $6,380.00 118 2504.603 1.25' TYPE K COPPER PIPE L F 45 $45.00 $2,025.00 $60.00 $2,700.00 119 2504.603 6" WATERMAIN DUCTILE IRON CL 52 L F 445 $30.00 $13,350.00 $85.00 $37,825.00 120 2504.603 8" WATERMAIN DUCTILE IRON CL 52 L F 40 $35.00 $1,400.00 $130.00 $5,200.00 121 2504.603 10" WATERMAIN DUCTILE IRON CL 52 L F 40 $40.00 $1,600.00 $140.00 $5,600.00 122 2504.603 12" WATERMAIN DUCTILE IRON CL 50 L F 3120 $45.00 $140,400.00 $71.00 $221,520.00 123 2504.603 16" WATERMAIN DUCTILE IRON CL 50 L F 753 $75.00 $56,475.00 $90.00 $67,770.00 124 2504.604 4" POLYSTYRENE INSULATION S Y 75 $35.00 $2,625.00 $40.00 $3,000.00 125 2504.608 DUCTILE IRON FITTINGS LB 10485 $4.00 $41,940.00 $8.00 $83,880.00 Total SCHEDULE C - WATER MAIN IMPROVEMENTS: $514,582.00 $757,672.00 SCHEDULE D - DRAINAGE IMPROVEMENTS 126 2104.501 REMOVE SEWER PIPE (STORM) L F 767 $10.00 $7,670.00 $10.00 $7,670.00 127 2104.509 REMOVE CASTING EACH 2 $100.00 $200.00 $150.00 $300.00 128 2104.509 REMOVE DRAINAGE STRUCTURE EACH 15 $400.00 $6,000.00 $400.00 $6,000.00 129 2104.523 SALVAGE CASTING EACH 105 $100.00 $10,500.00 $200.00 $21,000.00 130 2501.515 18" RC PIPE APRON EACH 1 $1,500.00 $1,500.00 $1,500.00 $1,500.00 131 2503.541 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 30 $28.00 $840.00 $75.00 $2,250.00 132 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 514 $30.00 $15,420.00 $55.00 $28,270.00 133 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 142 $33.00 $4,686.00 $60.00 $8,520.00 Page 9 8 Engineers Estimate Unit Price Total Price $45.00 $3,420.00 $55.00 $3,025.00 $300.00 $33,000.00 $275.00 $15,950.00 $1,500.00 $19,500.00 $600.00 $5,400.00 $150.00 $16,200.00 $1,000.00 $7,000.00 $800.00 $10,400.00 $950.00 $18,050.00 $125.00 $875.00 $500.00 $1,000.00 $180,636.00 iinck Brothers, Inc. Price Total Price $65.00 $4,940.00 $75.00 $4,125.00 $250.00 $27,500.00 $600.00 $34,800.00 $2,500.00 $32,500.00 $1,500.00 $13,500.00 $700.00 $75,600.00 $750.00 $5,250.00 $1,200.00 $15,600.00 $1,200.00 $22,800.00 $150.00 $1,050.00 $2,000.00 $4,000.00 $317,175.00 SCHEDULE E - 4TH STREET PARKING LOT IMPROVEMENTS Project: 02596 -10 - MONT - 2016 Street Reconstruction Project 2355.502 BITUMINOUS MATERIAL FOR FOG SEAL Line No. Item Units Quantity 134 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 76 135 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 55 136 2503.602 CHIMNEY SEALS (EXTERNAL) EACH 110 137 2506.501 CONST DRAINAGE STRUCTURE DES 48 -4020 L F 58 138 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL EACH 13 139 2506.516 CASTING ASSEMBLY EACH 9 140 2506.521 INSTALL CASTING EACH 108 141 2506.602 CONNECT INTO EXISTING STORM SEWER EACH 7 142 2506.602 CONNECT INTO EXISTING CATCH BASIN EACH 13 143 2506.602 CONNECT INTO EXISTING MANHOLE EACH 19 144 2511.501 RANDOM RIPRAP CLASS III C Y 7 145 2550.604 PATCH STORM SEWER EACH 2 Total SCHEDULE D - DRAINAGE IMPROVEMENTS: Engineers Estimate Unit Price Total Price $45.00 $3,420.00 $55.00 $3,025.00 $300.00 $33,000.00 $275.00 $15,950.00 $1,500.00 $19,500.00 $600.00 $5,400.00 $150.00 $16,200.00 $1,000.00 $7,000.00 $800.00 $10,400.00 $950.00 $18,050.00 $125.00 $875.00 $500.00 $1,000.00 $180,636.00 iinck Brothers, Inc. Price Total Price $65.00 $4,940.00 $75.00 $4,125.00 $250.00 $27,500.00 $600.00 $34,800.00 $2,500.00 $32,500.00 $1,500.00 $13,500.00 $700.00 $75,600.00 $750.00 $5,250.00 $1,200.00 $15,600.00 $1,200.00 $22,800.00 $150.00 $1,050.00 $2,000.00 $4,000.00 $317,175.00 SCHEDULE E - 4TH STREET PARKING LOT IMPROVEMENTS 146 2355.502 BITUMINOUS MATERIAL FOR FOG SEAL GAL 105 $4.50 $472.50 $10.00 $1,050.00 147 2356.505 BITUMINOUS MATERIAL FOR SEAL COAT GAL 220 $2.10 $462.00 $10.00 $2,200.00 148 2356.5061 BITUMINOUS SEAL COAT S Y 875 $2.25 $1,968.75 $10.00 $8,750.00 Total SCHEDULE E - 4TH STREET PARKING LOT IMPROVEMENTS: $2,903.25 $12,000.00 SCHEDULE F - SANITARY SEWER LINING (TH 25 AND BROADWAY STREET) 149 2503.603 LINING SEWER PIPE 8" L F 412 $45.00 $18,540.00 $23.20 $9,558.40 150 2503.603 LINING SEWER PIPE 12" L F 406 $55.00 $22,330.00 $33.20 $13,479.20 151 2563.601 ITRAFFIC CONTROL LS 1 $5,000.00 $5,000.00 $1,000.00 $1,000.00 Total SCHEDULE F - SANITARY SEWER LINING (TH 25 AND BROADWAY STREET): $45,870.00 $24,037.60 SCHEDULE G - PUMP HOUSE IMPROVEMENTS 152 2104.501 REMOVE WATER MAIN L F 140 $6.00 $840.00 $8.00 $1,120.00 153 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 22 $5.00 $110.00 $11.00 $242.00 154 2104.505 REMOVE BITUMINOUS PAVEMENT S Y 646 $5.00 $3,230.00 $8.00 $5,168.00 155 2104.509 REMOVE GATE VALVE EACH 5 $200.00 $1,000.00 $400.00 $2,000.00 156 2360.503 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD 646 $35.00 $22,610.00 $30.00 $19,380.00 157 2503.60218" PIPE PLUG EACH 1 $200.00 $200.00 $300.00 $300.00 158 2504.602 CONNECT TO EXISTING WATER MAIN EACH 3 $1,000.00 $3,000.00 $2,000.00 $6,000.00 159 2504.602 CONNECT TO EXISTING WATER SERVICE EACH 1 $250.00 $250.00 $1,000.00 $1,000.00 160 2504.602 1" CORPORATION STOP EACH 1 $300.00 $300.00 $1,000.00 $1,000.00 161 2504.602 8" GATE VALVE & BOX EACH 3 $2,500.00 $7,500.00 $3,600.00 $10,800.00 162 2504.602 10" GATE VALVE & BOX EACH 3 $3,000.00 $9,000.00 $4,500.00 $13,500.00 Page 9 9 Page 20 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Duininck Brothers, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price 163 2504.602 1" CURB STOP & BOX EACH 1 $350.00 $350.00 $1,000.00 $1,000.00 164 2504.603 1" TYPE K COPPER PIPE L F 50 $20.00 $1,000.00 $50.00 $2,500.00 165 2504.603 8" WATERMAIN DUCTILE IRON CL 52 L F 208 $38.00 $7,904.00 $90.00 $18,720.00 166 2504.603 10" WATERMAIN DUCTILE IRON CL 52 L F 30 $42.00 $1,260.00 $130.00 $3,900.00 167 2504.608 DUCTILE IRON FITTINGS LB 1 14001 $6.001 $8,400.001 $9.001 $12,600.00 168 2506.501 CONST DRAINAGE STRUCTURE DES 48 -4020 L F 5 $350.00 $1,750.00 $650.00 $3,250.00 169 12531.50717" CONCRETE DRIVEWAY PAVEMENT S Y 22 $55.00 $1,210.00 $70.00 $1,540.00 Total SCHEDULE G - PUMP HOUSE IMPROVEMENTS: $69,914.00 $104,020.00 SCHEDULE H - BROADWAY ST SIDEWALK IMPROVEMENTS 170 2104.503 REMOVE CONCRETE WALK S F 2690 $2.00 $5,380.00 $1.00 $2,690.00 171 2105.501 COMMON EXCAVATION C Y 130 $15.00 $1,950.00 $25.00 $3,250.00 172 2105.522 SELECT GRANULAR BORROW (CV) C Y 561 $12.00 $6,732.00 $30.00 $16,830.00 173 2521.501 4" CONCRETE WALK S F 2330 $5.00 $11,650.00 $4.10 $9,553.00 174 2521.501 6" CONCRETE WALK S F 1163 $7.00 $8,141.00 $6.40 $7,443.20 175 2531.618 1 TRUNCATED DOMES S F 144 $46.00 $6,624.00 $52.00 $7,488.00 Total SCHEDULE H - BROADWAY ST SIDEWALK IMPROVEMENTS: $40,477.00 $47,254.20 SCHEDULE I - CEDAR AVE SIDEWALK IMPROVEMENTS 176 2105.501 COMMON EXCAVATION C Y 517 $15.00 $7,755.00 $25.00 $12,925.00 177 2105.522 SELECT GRANULAR BORROW (CV) C Y 259 $12.00 $3,108.00 $30.00 $7,770.00 178 2521.501 4" CONCRETE WALK S F 6450 $5.00 $32,250.00 $4.10 $26,445.00 179 2521.501 6" CONCRETE WALK S F 526 $7.00 $3,682.00 $6.40 $3,366.40 180 2531.618 TRUNCATED DOMES S F 144 $46.00 $6,624.00 $52.00 $7,488.00 Total SCHEDULE I - CEDAR AVE SIDEWALK IMPROVEMENTS: 1 $53,419.001 1 $57,994.40 SCHEDULE J - WASHINGTON AVE SIDEWALK 181 2101.502 CLEARING TREE 3 $300.00 $900.00 $200.00 $600.00 182 2101.507 GRUBBING TREE 3 $300.00 $900.00 $200.00 $600.00 183 2104.501 REMOVE CURB & GUTTER L F 56 $2.50 $140.00 $5.00 $280.00 184 2104.503 REMOVE CONCRETE WALK S F 1350 $2.00 $2,700.00 $1.00 $1,350.00 185 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 61 $6.00 $366.00 $11.00 $671.00 186 2104.5051 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 53 $3.501 $185.50 $8.00 $424.00 187 2105.501 COMMON EXCAVATION C Y 536 $15.00 $8,040.00 $25.00 $13,400.00 188 2105.522 SELECT GRANULAR BORROW (CV) C Y 260 $12.00 $3,120.00 $30.00 $7,800.00 189 2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD 24 $30.00 $720.00 $30.00 $720.00 190 2521.501 4" CONCRETE WALK S F 6468 $5.00 $32,340.00 $4.10 $26,518.80 191 2521.501 6" CONCRETE WALK S F 757 $7.00 $5,299.00 $6.40 $4,844.80 Page 20 I hereby certify that this is an exact reproduction of bids received. Certified By: License No. 49954 Date: May 11, 2016 Page 21 Project: 02596 -10 - MONT - 2016 Street Reconstruction Project Engineers Estimate Duininck Brothers, Inc. Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price 192 2531.507 7 CONCRETE DRIVEWAY PAVEMENT S Y 42 $55.00 $2,310.00 $70.00 $2,940.00 193 2531.618 ITRUNCATED DOMES S F 96 $46.00 $4,416.00 $52.00 $4,992.00 Total SCHEDULE J - WASHINGTON AVE SIDEWALK: $61,436.50 $65,140.60 Total SCHEDULE A - SURFACE IMPROVEMENTS: $2,367,570.00 $3,251,911.35 Total SCHEDULE B - SANITARY SEWER IMPROVEMENTS: $683,024.00 $731,429.20 Total SCHEDULE C - WATER MAIN IMPROVEMENTS: $514,582.00 $757,672.00 Total SCHEDULE D - DRAINAGE IMPROVEMENTS: $180,636.00 $317,175.00 Total SCHEDULE E - 4TH STREET PARKING LOT IMPROVEMENTS: $2,903.25 $12,000.00 Total SCHEDULE F - SANITARY SEWER LINING (TH 25 AND BROADWAY STREET): $45,870.00 $24,037.60 Total SCHEDULE G - PUMP HOUSE IMPROVEMENTS: $69,914.00 $104,020.00 Total SCHEDULE H - BROADWAY ST SIDEWALK IMPROVEMENTS: $40,477.00 $47,254.20 Total SCHEDULE I - CEDAR AVE SIDEWALK IMPROVEMENTS: $53,419.00 $57,994.40 Total SCHEDULE J - WASHINGTON AVE SIDEWALK: $61,436.50 $65,140.60 Totals for Project 02596 -10 $4,019,831.75 $5,368,634.35 of Estimate for Project 02596 -10 33.55% I hereby certify that this is an exact reproduction of bids received. Certified By: License No. 49954 Date: May 11, 2016 Page 21 CHANGE ORDER NO. 1 2016 STREET RECONSTRUCTION PROJECT - AREA 5 CITY PROJECT NO. 15CO01 S.A.P. 222 - 113 -002 / 222 - 119 -001 / 222 - 120 -001 CITY OF MONTICELLO, MN WSB PROJECT NO. 2596 -100 JUNE 3, 2016 OWNER: CONTRACTOR: CITY OF MONTICELLO NORTHDALE CONSTRUCTION CO., INC. 505 WALNUT STREET, SUITE 1 9760 71ST STREET NE MONTICELLO, MN 55362 ALBERTVILLE, MN 55301 YOU ARE DIRECTED TO MAKE THE FOLLOWING CHANGES IN THE CONTRACT DOCUMENT DESCRIPTION: During completion of the Bid Tabulation for the project, a data entry error was made on Schedule B, Item No. 69, 2021.501 Mobilization. The incorrect amount of $1,500.00 was entered instead of the Contractor's actual written amount of $15,000.00. Change Order No. 1, in the amount of $13,500.00, will correct the data entry error, resulting in the correct total amount of $15,000.00 for the Schedule B Mobilization item. With Change Order No. 1, the revised contract amount is $3,890,673.26. IT IS UNDERSTOOD THAT THIS CHANGE ORDER INCLUDES ALL ADDITIONAL COSTS AND TIME EXTENSIONS WHICH ARE IN ANY WAY, SHAPE, OR FORM ASSOCIATED WITH THE WORK ELEMENTS DESCRIBED ABOVE. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIME: FINAL COMPLETION ORIGINAL CONTRACT PRICE: $3,877,173.26 ORIGINAL CONTRACT TIME: 6/30/2017 PREVIOUS CHANGE ORDERS: N/A $0.00 NET CHANGE FROM PREVIOUS CHANGE ORDERS: 0 CONTRACT PRICE PRIOR TO THIS CHANGE ORDER: $3,877,173.26 CONTRACT TIME PRIOR TO THIS CHANGE ORDER: 6/30/2017 NET INCREASE OF THIS CHANGE ORDER: $13,500.00 NET INCREASE OF CHANGE ORDER: 0 CONTRACT PRICE WITH ALL APPROVED CHANGE ORDERS: $3,890,673.26 CONTRACT TIME WITH APPROVED CHANGE ORDERS: 6/30/2017 RECOMMENDED BY: APPROVED BY: ERIC M. ECKMAN, PE, PROJECT MANAGER CONTRACTOR SIGNATURE WSB & ASSOCIATES, INC. NORTHDALE CONSTRUCTION CO., INC. ENGINEER CONTRACTOR APPROVED BY: SHIBANI K. BISSON, PE, CITY ENGINEER CITY ADMINISTRATOR DATE DATE C: I Users Uennifer. Burrows W ppDatalL ocahMicrosoft (Win d ows MetCachel Con tent. Out l ookW HYUK2VZ Page 1 2596 -100 CST CO 1- 060316CO 1 CHANGE ORDER NO. 1 DETAIL 2016 STREET RECONSTRUCTION PROJECT - AREA 5 JUNE 3, 2016 CITY PROJECT NO. 15CO01 S.A.P. 222 -113 -002 1222-119-001 / 222 - 120 -001 CITY OF MONTICELLO, MN WSB PROJECT NO. 2596 -100 ADDED ITEMS Item No. Mat. No. Description Unit Qty Price Extended Amount 194 2021.501 MOBILIZATION LS 1 $13,500.00 $13,500.00 TOTAL ADDED ITEMS CHANGE ORDER NO. 1 $13,500.00 DELETED ITEMS Item No. Mat. No. Description Unit Qty Price Extended Amount TOTAL DELETED ITEMS CHANGE ORDER NO. 1 $0.00 TOTAL ADJUSTMENT TO ORIGINAL CONTRACT AMOUNT $13,500.00 City Council Agenda: 06/13/16 20. Consideration to approve Verizon Construction Documents for Replacement of Existing Communication Facilities at the Communications Tower at Public Works (SB) A. REFERENCE AND BACKGROUND: Verizon Wireless is proposing to replace their existing antennas (12) and complete equipment changes on the communications tower located at the Public Works site, 909 Golf Course Road. This modification is allowed, with City approval, per the enclosed lease agreement with Verizon (paragraph 8) that was approved by the City Council on June 23, 2014. Given that no additional antenna are being added to the tower and the physical dimensions of the tower are not being substantively changed, no land use application is required. Verizon is requesting the City, the Lessor, approve the enclosed construction drawings prior to submitting a building permit for the work. At the time Verizon submits the building permit to the City, they will supply a $500 escrow for review of the structural analysis of their proposed modifications to the tower. Ulteig Engineers, who completed the preliminary design of the tower, will review Verizon's structural documents. Al. Budget Impact: Applicable building permit fees and escrow will cover the review of the documents. A2. Staff Workload Impact: Minimal staff coordination time. B. ALTERNATIVE ACTIONS: 1. Motion to approve Verizon Construction Documents for Replacement of Existing Communication Facilities at the Communications Tower at Public Works 2. Motion to deny approval of Verizon construction documents. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Construction documents dated 4/1/16 • Lease Agreement verizonN/ MINC SILVER CREEK PCS -LTE GENERAL NOTES 1. In the event that Special Inspections are not performed in compliance with the contract terms, bid specifications and /or specified form, the General Contractor will be liable for all damages, construction performance, failures, and corrective actions related to the same. 2. The following general notes shall apply to drawings and govern unless otherwise noted or specified. 3. The work delineated in these drawings and described in the specifications shall conform to codes, standards and regulations that have jurisdiction in the state of MINNESOTA , and the city of MONTICELLO. 4. Requirements and regulations pertaining to R.F. safety codes and practices must be incorporated in the work even though they may not be listed individually and separately in either the drawings or the specifications. 5. Compare field conditions with architectural and engineering drawings. Any discrepancies shall be directed to the Architect for clarification prior to fabrication and /or construction. Submit necessary shop drawings prior to fabrication for approval by the Architect. No information or details on these sheets may be used without the permission of the owner, or the architect. 6. Do not scale drawings! 11" x 17" drawings to scale 24" x 36" drawings scale multiply by 2 7. Unless otherwise shown or noted, typical details shall be used where applicable. 8. Details shall be considered typical at similar conditions. 9. Safety measures: The contractor shall be solely and completely responsible for the conditions of the job site, including safety of the persons and property and for independent engineering reviews of these conditions. The Architect's or Engineers' job site review is not intended to include review of the adequacy of the contractor's safety measures. 10. Within these plans and specifications, "Owner" implies VERIZON WIRELESS. 11. The work is the responsibility of the general contractor unless noted otherwise. 12. The terms "contractor" and "g.c." refer to the owner's general contractor and the general contractor's sub - contractors. It is the general contractor's responsibility to determine the division of work among sub - contractors. 13. The general contractor is responsible in obtaining necessary public and private underground utility locate services prior to start of excavating / construction. VICINITY MAP 25 10 11 50 17 94\ 52 11 BRp 25 Y 39 GOLF COURSE RD 5 h' 14 y MONTICELLOyy COUNTRY 39 SITE NORTH CLUB zs 52. 25 SITE DIRECTIONS DIRECTIONS FROM BLOOMINGTON RNC: GET ON US -169 N TAKE THE EXIT ONTO 1-494 W /MN -5W FOLLOW 1 -494 W AND 1 -94 W TO MN -25 IN MONTICELLO. TAKE EXIT 193 FROM 1 -94 W FOLLOW MN -25 N AND W 4TH ST TO GOLF COURSE RD: TURN RIGHT ONTO MN -25 N, TURN LEFT ONTO W 4TH ST, TURN LEFT ONTO ELM ST, TURN RIGHT ONTO GOLF COURSE RDTurn PROJECT INFORMATION SITE NAME: MINC SILVER CREEK PROJECT NUMBER: 20151293192 SITE ADDRESS: 909 GOLF COURSE RD MONTICELLO, MN 55362 COUNTY: WRIGHT LATITUDE: N45° 18' 24.23" (NAD83) LONGITUDE: W93° 48'25.52" (NAD83) GROUND ELEVATION: 937.0' AMSL (NAVD88) ANTENNA TIP HEIGHT: 154' AGL ANTENNA CENTERLINE HEIGHT: 150' AGL STRUCTURE HEIGHT: 170' AGL OVERALL STRUCTURE HEIGHT: 176' AGL GENERATOR ON SITE: YES (VZW OWNED) TOWER BUILT: 2014 BASED ON SMCO DATED: 08 -10 -13 COAX RUNS: MISC. COAX RUN = (1) 6 RRU HYBRID (EXISTING) MISC. COAX RUN = (1) 6 RRU HYBRID (PROPOSED) PROJECT DESCRIPTION: REMOVE (12) EXISTING PANEL ANTENNA, (3) DIPLEXERS/ TTA'S AND (12) 1 -5/8" COAX. ADD (12) PROPOSED PANEL ANTENNA, (6) RRU'S WITH A2 MODULES, (3) A2 MODULES TO EXISTING RRU'S, (1) DISTRIBUTION BOX AND (1) HYBRID CABLE. SHEET INDEX SHEET SHEET DESCRIPTION T -1 PROJECT INFORMATION, MAPS, DIRECTIONS, AND SHEET INDEX A -1 TOWER ELEVATIONS A -2 EQUIPMENT ROOM PLAN A -3 COAX, ANTENNA & TTA KEY AND COAX ENTRY DETAILS A-4 PROPOSED COAX, ANTENNA & TTA KEY A -5 MOUNTING DETAILS, ONE -LINE DIAGRAM, AND COAX LAYOUT PLAN A -6 MISC. PHOTOS DESIGN 1 OF EDEN PRAIRIE, LLC. 9973 VALLEY VIEW ROAD ISSUE SUMMARY REV. DESCRIPTION SHEET OR DETAIL A ISSUED FOR REVIEW 03 -16 -16 ALL B ISSUED FOR OWNER SIGNOFF 04 -01 -16 ALL JEFF O'NIELL 763 - 295 -2711 LESSEE: VERIZON WIRELESS 10801 BUSH LAKE ROAD CONTACTS LESSOR: CITY OF MONTICELLO 505 WALNUT ST MONTICELLO, MN 55362 JEFF O'NIELL 763 - 295 -2711 LESSEE: VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 STEVE EDWARDS (612) 720 -6377 ARCHITECT: DESIGN 1 OF EDEN PRAIRIE, LLC. 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903 -9299 STRUCTURAL MALOUF ENGINEERING INTL., INC. ENGINEER: 17950 PRESTON ROAD, SUITE 720 DALLAS TEXAS 75252 -5634 (972) 783 -2578 VERIZON WIRELESS DEPARTMENTAL APPROVALS JOB TITLE NAME DATE RF ENGINEER NITHYA JAIPURIYAR 03/24/16 CONSTRUCTION ENGINEER DOUGLAS FREDERICK 03128/16 LESSOR/ LICENSOR APPROVAL SIGNATURE PRINTED NAME DATE LESSOR / LICENSOR: PLEASE CHECK THE APPROPRIATE BOX BELOW I ow- ❑ NO CHANGES. EI CHANGES NEEDED. SEE COMMENTS ON PLANS. NOT FOR CONSTRUCTION DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGN 1 EP.COM verizonv 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -6377 PROJECT 20151293192 LOC. CODE # 262669 MINC SILVER CREEK PCS -LTE 909 GOLF COURSE RD. MONTICELLO, MN 55362 SHEET CONTENTS: CONTACTS ISSUE SUMMARY SHEETINDEX DEPARTMENTAL APPROVALS LESSOR APPROVAL PROJECT INFORMATION VICINITY MAP GENERAL NOTES DRAWN BY: Si 1 CHECKED BY: TJR 1 1 REV. B 04 -01 -161 T -1 NOTE: THE ARCHITECT MAKES NO WARRANTY, EXPRESSED OR IMPLIED, OF THE ACCURACY OF THE STRUCTURAL ANALYSIS AND THE PERFORMANCE OF THE COMPLETED CONSTRUCTION AS SHOWN ON THESE DOCUMENTS AND THE STRUCTURAL ANALYSIS. PROPOSED ANTENNAS, RRUS, DIST. BOX & HYBRID CABLE TO BE INSTALLED IN ACCORDANCE W/ TOWER STUDY DATED 03/15/16 BY MALOUF, PROJECT #MNO4849M -16V1 AND MOUNT ANALYSIS DATED 12/31/15 BY SSC, PROJECT #MN- 0332 —A. NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES BETWEEN THE STRUCTURAL ANALYSIS, MOUNT ANALYSIS AND CONSTRUCTION DRAWINGS. OVERALL STRUCTURE HEIGHT Ir 176.0' AGE OIL VERIZON WIRELESS ANTENNA 150.0' AGL NOTE: CITY OWNED ANTENNAS & EQUIPMENT, SHOWN BUT NOT PREVIOUSLY INSTALLED. SPACE TO REMAIN AS RESERVED' FOR CITY EXIST. CITY OWNED ANTENNAS 100.0' AGL (VERIFY) OIL EXIST. CITY OWNED EQUIPMENT 85.0' AGL (VERIFY) (12) EXISTING PANEL ANTENNAS, TO BE REMOVED (TYP. 4 PER SECTOR) (3) EXISTING RRUS -12 & (1) EXISTING DISTRIBUTION BOX MOUNTED TO QUAD MOUNT AT 154' TO REMAIN (1) EXISTING 6RRU TRUNK HYBRID CABLE (INSIDE MONOPOLE) TO REMAIN (12) EXISTING 1 -5/8" COAX TO BE REMOVED EXISTING 170' TALL MONOPOLE TOWER EXISTING TOWER ELEVATION GRAPHIC SCALE 2 SCALE: 1" = 30' -0" 0 is' 30' OVERALL STRUCTURE HEIGHT If 176.0 AGL OIL VERIZON WIRELESS ANTENNA i 150.0' AGL (6) PROPOSED RRUS /A2 MODULES MOUNTED BEHIND PANEL ANTENNA (TPY. 2 PER SECTOR) NOTE: CITY OWNED ANTENNAS & EQUIPMENT, SHOWN BUT NOT PREVIOUSLY INSTALLED. SPACE TO REMAIN AS RESERVED' FOR CITY OIL EXIST. CITY OWNED ANTENNAS 100.0' AGL (VERIFY) OIL EXIST. CITY OWNED EQUIPMENT CE 85.0' AGL (VERIFY) (1) PROPOSED DISTRIBUTION BOX MOUNTED TO PROPOSED QUAD MOUNT AT 155 (12) PROPOSED PANEL ANTENNAS (TYP. 4 PER SECTOR) (3) EXISTING RRUS -12 W PROPOSED A2 MODULES & (1) EXISTING DISTRIBUTION BOX MOUNTED TO QUAD MOUNT AT 154'f (1) EXISTING 6RRU TRUNK HYBRID CABLE (INSIDE MONOPOLE) (1) PROPOSED 6RRU TRUNK HYBRID CABLE (INSIDE MONOPOLE) EXISTING 170' TALL MONOPOLE TOWER PROPOSED TOWER ELEVATION GRAPHIC SCALE SCALE: 1" = 30' -0" 0 1 is' 30' NOT FOR CONSTRUCTION DESIGNfi, 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGNl EP.COM verizon✓ 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -6377 PROJECT 20151293192 LOC. CODE # 262669 MINC SILVER CREEK PCS -LTE 909 GOLF COURSE RD. MONTICELLO, MN 55362 SHEET CONTENTS: TOWER ELEVATIONS 1a7G7tYiyl0l:]' Ill A -1 TJRI RXSTIOG RACK W EXIST -NG DISTR:BUTION--,,- BOX AND (1) PROPOSED RACK MOUNTED DIST. BOX 11 L II \3 II`I I2 ABl \ (1) PROPOSED HYBRID CABLE e� HVAC HVAC \-- 4' WIDE ALARM BOARD �- PROPOSED POWER AND FIBER JUMPERS 1' EQUIPMENT ROOM PLAN GRAPHIC SCALE SCALE: 1/4" = 1' -0" 0 1 2• 4• NOT FOR CONSTRUCTION DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM verizon' 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -6377 PROJECT 20151293192 LOC. CODE # 262669 MINC SILVER CREEK PCS -LTE 909 GOLF COURSE RD. MONTICELLO, MN 55362 SHEET CONTENTS: EQUIPMENT ROOM PLAN DRAWN BY SJ DATE: 03 -08 -16 CHECKED BY: TJR REV. B 04-01-161 NORTH A -2 FIBER RACK LTE AWS II �` - - - -- POWER SYSTEM TABLE o m a w m U BATTERY ATS \-- 4' WIDE ALARM BOARD �- PROPOSED POWER AND FIBER JUMPERS 1' EQUIPMENT ROOM PLAN GRAPHIC SCALE SCALE: 1/4" = 1' -0" 0 1 2• 4• NOT FOR CONSTRUCTION DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM verizon' 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -6377 PROJECT 20151293192 LOC. CODE # 262669 MINC SILVER CREEK PCS -LTE 909 GOLF COURSE RD. MONTICELLO, MN 55362 SHEET CONTENTS: EQUIPMENT ROOM PLAN DRAWN BY SJ DATE: 03 -08 -16 CHECKED BY: TJR REV. B 04-01-161 NORTH A -2 EXISTING ANTENNA KEY EXISTING COAX KEY EXISTING TTA KEY AZIMUTH POSITION FUNCTION QTY MANUFACTURER MODEL MOD ANTENNA ANTENNA ANTENNA EL MECH STATUS QTY COAX MANUFACTURER MODEL DIELECTRIC DIAMETER RUN STATUS QTY MODEL TYPE LENGTH TIP CENTER DOWNTILT DOWNTILT TYPE (INCH) (FEET) 30' 1.1 X T RXO 1 ANTEL LNX- 6515DS -VTM CDMA +45 96.4" 154' 150' 0' 0' REMOVE 1 MAIN ANDREW AVA7 -50 FOAM 1 -5/8" 205' REMOVE - - 30 1.2 TX /RXO - - 2141 LT-E-45- - - - - - 1 MAIN ANDREW AVA7 -50 FOAM 1 -5/8" 205' REMOVE - - 30' 2.1 TX /RXO 1 ANTEL WBX065X17MO50 EVDO +45 54.7' 152.5' 150' 0' 0' REMOVE 1 DIPLEX COMMSCOPE E15SO9P49 DIPLEXED WITH 850 REMOVE - - "X" 30' 2.2 TX /RXO - - 2ND PORT AWS -45 - - - - - RRU ERICSSON RRUS -12 (1) COMMSCOPE HTF412- 2S29 -12 REMAIN - - 30' 3.1 TX RX1 1 ANTEL WBX065X17M050 AWS +45 54.7" 152.5' 150' 0' or REMOVE _ _ SECTOR FIBER FELD TAIL DIST. BOX TO RRU 30' 3.2 RX1 - - 2ND PORT EVDO -45 - - - - - - DIPLEX COMMSCOPE E15S09P49 DIPLEXED WITH 850 REMOVE - - 30' 4.1 TX /RX1 1 ANTEL LNX- 6515DS -VTM LTE +45 96.4" 154' 150' 0 1 MAIN ANDREW AVA7 -50 FOAM 1 -5/8" 205' REMOVE 30 4.2 TX RX1 - - 2ND PORT CDMA -45 - - - - 1 MAIN ANDREW AVA7 -50 FOAM 1 -5 8" 205' REMOVE 15T 1.1 TX RXO 1 ANTEL LNX- 6515DS -VIM COMA +45 96.4" 154' 150' 0 1 MAIN ANDREW AVA7 -50 FOAM 1 -5/8" 205' REMOVE 150 1.2 TX /RXO - - 2ND PORT LTE -45 - - - - tOV!REMOVE 1 MAIN ANDREW AVA7 -50 FOAM 1 -5 8" 205' REMOVE 150' 2.1 TX /RXO i ANTEL WBX065X17MO50 EVDO +45 54.7" 152.5' 150' 0 1 DIPLEX COMMSCOPE E15S09P49 DIPLEXED WITH 850 REMOVE "Y" 150 - -- 2.2 - -- TX /RXO - ------- - 2ND PORT AWS -45 - - - - - -- RRU - ERICSSON RRuS -12 --- !) coMMSCOPE HTFai2- zs29 -1z REMAIN 15T 3.1 TX /RX1 1 ANTEL WBX065X17M050 AWS +45 54.7" 152.5' 150' 0' SECTOR FIBER FEED TAIL DIST. BOX 10 RRU 150 3.2 RX1 - - 2ND PORT EVDO -45 - - I - - - I - I DIPLEX COMMSCOPE E15SO9P49 DIPLEXED WITH 850 REMOVE - - 150 4.1 TX /RX1 1 ANTEL LNX- 6515DS -VTM LTE +45 96.4" 154' 150' 0' T REMI 1 MAIN ANDREW AVA7 -50 FOAM 1 -5/8" 205' REMOVE - - 150' 4.2 TX RX1 - - 2ND PORT CDMA -45 - - - - - 1 MAIN ANDREW AVA7 -50 FOAM 1 -5 8" 205' REMOVEll - - 270 1.1 TX RXO 1 ANTEL LNX- 6515DS -VTM COMA +45 96.4' 154' 150' 0' IT REMOVE 1 MAIN ANDREW AVA7 -50 FOAM 1 -5/8" 205' REMOVE - - 27T 1.2 TX /RXO - - 2ND PORT LTE -45 - - - - - 1 MAIN ANDREW AVA7 -50 FOAM 1 -5/8" 205' REMOVE - - 270' 2.1 TX /RXO 1 ANTEL WBX065X17M150 EVDO +45 54.7° 152.5' 150' 0' 0' REMOVE 1 DIPLEX COMMSCOPE E15SO9P49 DIPLEXED WITH 850 REMOVE - - "Z" 270' 2.2 TX /RXO - - 2ND PORT AWS -45 - - - - - 1 RRU ERICSSON RRUS -12 (1) COMMSCOPE HTF412- 2S29 -12 REMAIN - -------- - 270' 3.1 TX /RX1- 1 ANTEL WBX065X17M050 AWS +45 54.7" 152.5' 150' 0' REMOVE _ _ SECTOR FIBER FEED TAIL DIST. BOX TO RRU - -0' - 27 - - -- 3.2 - -- RX1 - - ---- ----- - --- - - - - -- 2ND PORT - - -- EVDO -45 _ -- - -- - - -- ___(r__ - -- - - -- - - -- -- - - -- DIPLEX - - - - - -- COMMSCOPE - - - -- E15S09P49 ------- - - - - - - DIPLEXED WITH 850 - -- REMOVE _ - ----- - - - - -- - 270' 4.1 TX /RX1 1 ANTEL LNX- 6515DS -VTM LTE +45 96.4" 154 150' 01-- 0' REMOVE 1 MAIN ANDREW AVA7 -50 FOAM 1 -5/8" 205' REMOVE - 270' 4.2 TX RX1 - - 2ND PORT COMA -45 - - f F MAIN ANDREW AVA7 -50 FOAM 1-5/8" 205' REMOVE - ADDITIONAL: (2) DISTRIBUTION BOX MODEL# RXXDC- 3315 -PF -48 (1 IN SHELTER, 1 ON TOWER). (REMAIN) 1 30 IJUMPERI ANDREW LDF4 -50A I FOAM 1 1/2- 1 10' (1) COMMSCOPE 6RRU TRUNK CABLE MODEL# HTF1206 -24526 -215. (REMAIN) (1) RET "HOMERUN" CABLE & CONTROLLER INSIDE SHELTER. (REMOVE) ANTENNA KEY 4 SCALE: NONE EXISTING (1) HOLE BOOT (12) EXISTING 1 -5/8" COAX TO BE REMOVED (1) EXISTIN( HYBRID CABLE TO REMAII X000000 000000 000000 O X00 EXISTING COAX ENTRY DETAIL 5 VIEW FROM OUTSIDE 3 COAX KEY SCALE:NONE EXISTING (1) HOLE BOOT (1) PROPOSED HYBRID CABLE (1) EXISTING HYBRID CABLE 2 TTA KEY SCALE: NONE 000000 000� )n0 O O 0 PROPOSED COAX ENTRY DETAIL VIEW FROM OUTSIDE NOT FOR CONSTRUCTION DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW. DESIGN I EP.COM verizon✓ 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -6377 PROJECT 20151293192 LOC. CODE # 262669 MINC SILVER CREEK PCS -LTE 909 GOLF COURSE RD. MONTICELLO, MN 55362 SHEET CONTENTS COAX, ANTENNA, & TTA KEY COAX ENTRY DETAILS DRAWN BY: SJ A -3 TJR 15 -16 6 RRU HYBRID CALCULATION LENGTH LOCATION 20 _ EQIP_SHELTER __ -CABLE BRIDGE 155' DIST. 80X C1L _ _ HORIZONTAL TO DIST. BOX _5' 10' - -- EXTRA --------------- 225' PROPOSED ANTENNA KEY PROPOSED COAX KEY PROPOSED TTA KEY AZIMUTH POSITION FUNCTION QTY MANUFACTURER MODEL MOD ANTENNA ANTENNA ANTENNA ELEC MECH STATUS QTY. COAX TYPE MANUFACTURER MODEL DIELECTRIC DIAMETER RUN (INCH) (FEET) STATUS QTY. MODEL STATUS TYPE LENGTH TIP CENTER DOWNTILT DOWNTILT 1.1 - X7CQAP_86- 865_VRO SPARE TERMINATE WITH MATCHED LOAD - - - - -- - - -- __JMA __ - - -- - _ _ _ _ _ _ _ _ _ _ _ _ -------------- - - - - -- -------------------------- 1.2 - - 2ND PORT TERMINATE WITH MArTCHED LOAD 1.3 _ ��XO __ __ __JMA __ _____ _____ _ _SPARE_ p'- PROPOSED - -1 _ RRU �- ERICSSON RRUS- B131�� _ ro � PROPOSED _ _ --- ______- ______ ----- 30' 1 4TH PORT 700 96" 154' 150' - -- 1.5 - - - - - - - ---- JMA - - - - - - -- - - -- 5TH PORT - - -- SPARE -4- - - -� -I - - -- - TERMINATE WITH MATCHED LOAD - - - - - - - - - -- - __ - - - - -- - - -- - - -- ---------------------------------- - - - - -- - -- ------ - - - - -- - - -- 1.6 PORT SPARE TERMINATE WITH MATCHED LOAD - - - - - - - -- -_JMA __ --------- - - - - -- _ _ X7CQAP= 86- 865_VRO - - -- PCS_LTE 2' 0' 2_1_ TXO RXO 1 RRU ERICSSON RRUS -12 82 MMSWPE HFf412- 4529 -30 PROPOSED - -- - ------ - - - - -- - - - -- 2_2_ _ 2ND PORT PCS_LTE JUMPER qsf. BOX TO RRUS - - - - JMA _ _ _ __ 3RD PORT SPAR E_ - -- - -- - -- - -- - - -- TERMINATE Wffli -- - - - - -- LOAD - - -- - -- ------ - - - - -- - - -- 30' _2.3_ - -_ -_ ---- - -_ -_ -_ 4TH_PO_RT - - -_ -_ _ SPARE_ 96" 154' 150' 4' 0' PROPOSED ------ - - - - -- TERMINATE _MATCHED WffH MATCHED LOAD------- - - - - -- - -- - ------ - - - - -- - - - -- -__ _2.4_ 2.5 - -- RX2 - - -- _- __- JMA - - - - -- _- _ _- 5TH PORT --------- - - - - -- _ PCS -LTE - - -- 2' 0' 1 RRU A2 ERICSSON A2 MODULE CONNECTED TO RRUS -12 PROPOSED - - -- ______ ------ - - - - -- __ - - - -- „X„ 2.6 RX3 - 6TH PORT PCS -LTE (PCs) AT PosmoN 2.1 g - 3.1 - -- TXO RXO - -- JMA - - - - -- X7COAP -86- 865 -VRO --------- - - - - -- AWS - - -- 2' 0' 1 RRU ERICSSON RRUS -12 coMMSCOPE HTF412- 2s29 -12 FIBER EXISTING - - -- - ------ - - - - -- - - - -- SECTOR 3.2 TXO /RXi - 2ND PORT AWS FEED TAIL DIST. Dox To RRU LENGTH --- _3.3_ - - -- _RX2 - - - - -- -- JMA - -- --------- - - - - -- - - - -- 3RD PORT - - - -- - - -- - 70_0 - -- 4• - -- p• PROPOSED - -- 1 - -- RRU A2 - - - - - -- ERICSSON - - - -- � MODULE ------- - - - - -- CONNECTED TO RRUS -B13 - - -- PROPOSED - - -- ------ _ - - - - -- ------ - - - - -- - -_ -- - - -- 30' 3.4 RX3- 1 - 4TH PORT 700 96" 154' 150' (700) AT PoSrtION 1.3 ac 1.4 NOT FOR --- 3.5 - -- - - -- RX2 - - -- - - - - -- JMA __ --------- - - - - -- _ __ _ _ 5TH PORT - - - -- - - -- _AWS_ - -- 2' - -- 0' - - -- 1 - -- RRU A2 - - - - - -- ERICSSON - - - -- � MODULE ------ - - - - -- - CONNECTED TO RRUS -12 - - -- PROPOSED - -- --- ------ - - - - -- ------ - - - - -- - - -- - - -- CONSTRUCTION 3.6 RX3 - 6TH PORT AWS (AWS) AT PosmON 3.1 g 3.2 - - - 4.1 - JMA X7CQAP= 86- 865_VRO SPARE WITH MATCHED LOAD -_ - -- 4.2 - - -- -_ 2ND PORT - - -- SPARE_ 0. 0. __ _ _ _ _ _ ___ _ _ _TERMINATE ------- - - - - -- _ ------ - - - - -- - _ _ _ 4_3_ - -- - - -JMA -- - - -- -3RD PORT - - - -- -SPARE ___ _ _ _TER_MINATE_WffH _MA_TC_HED_LOAD MATCHED LOAD------- - - - - -- - -- - - - - - -- - - - -- - -- - TOTAL ou 4.4 - 1 - - - - - -- 4TH PORT --------- - - - - -- SPARE - - -- 96" 154' 150' 4• 0' PROPOSED TERMINATE WffH MATCHED LOAD - ---------------------------------- - - - - -- 4.5 - - -- - 5TH PORT SPARE - -- - -- - - - -- TERMINATE WffH MATCHED LOAD - -- - ------ - - - - -- - - - -- - - -- - - -- _ -JMA -- ___ -- - - -- O' 0• -------------- - - - - -- - -- ------ - - - - -- - - -- 4.6 - - 6TH PORT SPARE TERMINATE WITH MATCHED LOAD - - - 1.1 X7Cl�AP= 86- 865_VRO SPARE_ TERMINATE WffH MATCHED LOAD - - - 1_2_ - -- - PORE_____ p, p, ____________ TER_MI�N7ATE WffH_MA7T�CHED LOAD-------- - - - - -_ -_ - -_ - -_ -- - -_ -_ -_ DESIGN 150' j 4_ 1 __ __ - -��! -- __ __2ND - _SPARE_ -0'- PROPOSED _t _ 1 RRU �_ ERICSSON RRUS- 8131��P� � � � ��PROPOSED --- _-- _- _- _- _- _- _- _ ----- _ TXO /RXO - - - - - - -- - - - - - - -- - - -- 4TH PORE - -- 700 - - -- 96" 154' 150' -4�- - - _1 -1 -� - - - - - 1.5 5TH PORT SPARE TERMINATE WffH MATCHED LOAD------- - - - - - - - -- - - -- - - 1 9973 VALLEY VIEW RD. - - - 1.6 - - - - - - 6TH PORE - - - - SPARE � IT ------ ____ -- -- - - -- TERMINATE Wffli MATCHED LOAD -- - - -- - - - - - - -- - - - - EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGN 1 EP.COM _2.1_ TXO RXO �Mp -- -- X7C�1P_86- 865_VRO PCSLTE 2' 0' 1 RRU ERICSSON RRUS -12 B2 MSCOPE HFf412- 4519 -30 PROPOSED - -- - - - - - - - - - -- - - - -- 2.2 TXOjX1 - 2ND PORT - -- - -- -- JUMPER qSf. BOX TO RRUS - - - - -- - - -- 2_3_ -- - - JMA -- - - - -- 3RD PORE - - - -- _PCSLTE SPARE - -- TERMINATE WETH IAATCHED LOAD-- - -- ------ - - - - -- - - -- 150' 2.4 _ - -- - 1 - - - - -- - --------- - - - - -- 4TH PORT - - -- SPARE 96" 154' 150 4' 0' PROPOSED ----------------------------------- TERMINATE WffH MATCHED - - LOAD - - -- - -- - ------ - - - - -- - - - -- �� 2_5_ _RX2_ JMA -- - - -- ___ -- 5TH PORE PCSLTE 1 RRU A2 ERICSSON � MODULE CONNECTED TO RRUS -12 PROPOSED - -- - -- ------ - - - - -- ------ - - - - -- - - - -- SECTOR 2.6 RX3 - 6TH PORT PCSLIE (PCS) AT POSmON 2.1 ac z.z verizon� 3_1- TXO �_O - -JMA _- __ X7Cy�1P= 66- 665_V� _- - AW$- 2' � 1 RRU ERICSSON RRUS -12 COMMSCOPE HTF412- 2529 -12 FIBER EXISTING - - -- - ------ - - - - -- - - -- 3.2 TXOjRX1 2ND PORT AWS FEED TAIL DIST. BOX TO RRU 150' 3_3_ _RX2_ 1 -- JMA - -- - - - -- 3RD PORT - - - -- - 700 4• � PROPOSED 1 RRU A2 ERICSSON A2 MODULE CONNECTED TO RRUS -B13 PROPOSED - - -- - ------ - - - - -- - - - -- 10801 BUSH LAKE ROAD 3.4 --- RX3 - - -- - - - - - -- 4TH PORT - -- - - - - - -- 700- -- -- 96" 154' 150' (700) AT PO5fi0N 1.3 & 1.4 - -- ------ - - - - -- - - -- BLOOMINGTON, MN 55438 3_5_ -RX2- _ -JMA -- ___ -- 5TH PORT -AWS- 2' 0' 1 RRU A2 ERICSSON A2 MODULE CONNECTED To RRUS -12 PROPOSED - -- ------ - - - - -- - - -- N (612) 720 -6377 3.6 RX3 6TH PORT gyyS (A�) AT POSmON 3.1 d< 3.2 v 4_1_ X7CQAP_86- 865_VRO SPARE 0. TERMINATE WTEH MATCHED LOAD 4.2 - _ -JMA -- - - - 2ND PORT SPARE 0. ---------------------------------- - - - - -- TERMINATE WffH MATCHED LOAD _ _ _ ------ - - - - -- - _ - '" PROJECT - -- 4.3 - - -- - - - - - -- JMA --------- - - - - -- 3RD PORE - - -- SPARE - - -- - -- ---------------------------------------- TERMINATE WffH MATCHED LOAD --- - ------ - - - - -- - - - -- - 150' - -- 4.4 - -_ - 1 - - - - -- - --------- - - - - -- 4TH PORT - - -- SPARE 96" 154' 150' 4' 0' PROPOSED ____________ ------- - - - - -- TERMINATE Wffli MATCHED LOAD --- - ------ - - - - -- - - - - -- w 20151293192 - -- 4.5 - - -- - - - - -- --------- - - - - -- 5TH PORE - - -- SPARE - -- - -- ---------------------------------------- TERMINATE WffH MATCHED LOAD------- --- - ------ - - - - -- - - - -- - 0 o LOC. CODE # 262669 - - - - - -- -- ___ -- ___ -- - - - - 0' p, __________ -- ---- -- - - - - - - - - - - - - -- - - - - - ~ N 4.6 - - 6TH PORT SPARE TERMINATE Wffli MATCHED LOAD - - - 1.1 - JMA X7ClMP= 86- 865_VRO SPARE_ TERMINATE WITH LOAD - - - MINC 1_2_ - -- - __ - __ -- _ _2ND PORT_ _ _SPARE_ 0. _ _ 0. _ _ _____________ _MA_TC_HED -_ -_ -_ ____T TER_MINATE WITH MATCHED LOAD-------- �- - - -_ - _--- _--- - - - - -_ _- -_ -_ ° SILVER CREEK 270' 1 4_ �D�R � 1 - -J� -- -___ 4TM �� 7� 0'- PROPOSED j- RRU �_ ERICSSON- RRUS- B13TP� � � (PROPOSED --- ----- N _ -- 96" 154' 150' -4- _1 _� qy� -� w PCS -LTE 1.5 - 5TH PORT SPARE TERMINATE Wffli MATCHED LOAD - - - - - -- - - M 1.6 - _ -JMA -- - ___ -- 6TH PORT SPARE 0' 0' TERMINATE WITH MATCHED LOAD - - - I X x J 2.1_ TXO RXO _ -JMA -- _ - X7C(�AP= 86- 865_VRO PCSLTE 2• p• 1 RRU ERICSSON RRUS -12 82 MMSCOPE HFT412- 4529 -30 HrBRI PROPOSED -- - ------ - - - - -- - - -- 22_ TXOjX1 2ND PORT PCSLTE 270' - -- - - -- 1 - - -_ - -- --------- - - - - -- - - -- JUMPER DIST. BOX TO RRUS 4' 0' PROPOSED ""O o 909 GOLF COURSE RD. ERICSSON -B13 2 - -- ------ - - - - -- - - - - -- - - - -- PORT SPARE 3_4_ - -- -- 4TH PORE - - _ 700- 96" 154 TERMINATE WiTH MATCHED LOAD------- - -- ------ - - - - -- - - -- o m MONTICELLO, MN 55362 - - -- - 270' -3- 2.4 - -- - - -- - - - -- 1 - -JMA -- - - - - - -- - - -- -3RD - - - -- 4TH PORE --------- - - - - -- SPARE - - -- 96" 154' 150' 4 - -- � --- PROPOSED ----- - -- - - - - -- - - -- TERMINATE - - - - - -- WffH MATCHED - - - -- - - LOAD - - - - --- - - -- - - - - - -- - ------ - - - - -- - - - - - O w cn ------ - - - - -- ------ - - - - -- - - - - - - -- 3.6 2.5 - -- RX2 - - -- - JMA - - - - -- 5TH PORT --------- - - - - -- PCSLTE - - -- 2' 0' 1 RRU A2 ERICSSON A2 MODULE CONNECTED TO RRUS -12 PROPOSED - - - - -- -- - - - - - - - - - - - ------ - - - - -- - - - -- o SHEET CONTENTS. SECTOR 2.6 RX3 - 6TH PORE PCSLTE TERMINATE WffH MATCHED LOAD 4.2 (PCS) A7 P�IIION 2.1 ds 2.2 - -JMA -- - - - - 00 w z COAX, ANTENNA, & TTA KEY 0' 0' oo�w -- - - -- - - -- - - - ------------------ - - -- TERMINATE WITH MATCHED LOAD - -- - -3_1- TXO RXO JMA X7ClMP= 86- 865_VRO __ _AWS_ - - - - -- --------- - - - - -- 3RD PORT 2• p• 1 RRU ERCSSON RRUS -12 COMMSCOPE HTF412- 2529 -12 FIBER EXISTING ------ - - - - -- - - - -- - 270' - -- 4.4 - - -- 3.2 TXOjRX1 --------- - - - - -- 4TH PORE - - -- SPARE 2ND PORE AWS 150' 4' 0' PROPOSED - - - - -- - - - - - _ - TERMINATE WffH MATCHED LOAD -------------------- - -- - ------ - - - - -- - - - -- - FEED TAIL DIST. BOX TO RRU - - -- - - - - -- 5TH PORT ° o - -- - -- 3.3 - - -- RX2 - - - -- TERMINATE Wffli MATCHED LOAD------- - - - - -- JMA - -- 3RD PORT - - -- 700 - -- --- - -- - - - - -- ___ -- - - - A2 MODULE -- -- COMECIED TD RRIS 0' - -- ------ - - - - -- - -- - ¢U ------ - - - - -- - - -- 4.6 - - 6TH PORE SPARE TERMINATE WffH MATCHED LOAD d K N w w w a a � z 0 o o w U U m N W U v v C w DRAWN BY: SJ DATE: 03 -08 -16 CHECKED BY: TJR v REV. A 03 -15 -16 z REV. B 04 -01 -16 ° E 36 JUMPER ANDREW LDF4 -50A FOAM 1 2 1o' TOTAL - TEAs TOTAL ANTENNA KEY COAX KEY TTA KEY 4 3 2 SCALE:NONE SCALE: NONE SCALE:N0NE A q„ 6 RRU HYBRID CALCULATION LENGTH LOCATION 20 _ EQIP_SHELTER __ -CABLE BRIDGE 155' DIST. 80X C1L _ _ HORIZONTAL TO DIST. BOX _5' 10' - -- EXTRA --------------- 225' 270' - -- - - -- 1 - - -_ - -- --------- - - - - -- - - -- 4' 0' PROPOSED 1 RRU A2 ERICSSON -B13 PROPOSED - -- ------ - - - - -- - - -- 3_4_ - -- -- 4TH PORE - - _ 700- 96" 154 150' - -- - - -- - -- - - - - - -- (700) ----- AT POSITION 1.3 k 1.4 ------- - - - - -- - - -- - - - 3_5_ - _ -JMA _ _ - -- _ _ _ _ _ 5TH PORT -AWS- 2' 0' 1 RRU A2 ERICSSON A2 MODULE CONNECTED TO RRUS -12 PROPOSED - -- - -- ------ - - - - -- ------ - - - - -- - - - - - - -- 3.6 RX3 - 6TH PORE AWS (AWS) AT PosmoN 3.1 g 3.2 4 -1- X7CQAP = 86- 865_VRO SPARE TERMINATE WffH MATCHED LOAD 4.2 - - -- - - -JMA -- - - - 2ND PORE SPARE 0' 0' -- - - -- - - -- - - - ------------------ - - -- TERMINATE WITH MATCHED LOAD - -- - ------ - - - - -- - - - -- - - -- 4.3 - - -- - - - - -- --------- - - - - -- 3RD PORT - - -- SPARE - - - - - -- ----------------------------------------- TERMINATE Wffli MATCHED LOAD________ - -- - ------ - - - - -- - - - -- - 270' - -- 4.4 - - -- 1 - - - - -- --------- - - - - -- 4TH PORE - - -- SPARE 96" 154' 150' 4' 0' PROPOSED - - - - -- - - - - - _ - TERMINATE WffH MATCHED LOAD -------------------- - -- - ------ - - - - -- - - - -- - - -- 4.5 - - -- - - - - -- 5TH PORT - - -- SPARE - -- - -- - - - -- TERMINATE Wffli MATCHED LOAD------- --- - ------ - - - - -- - - - -- - - -- - - -- - - - - -- ___ -- - - -- 0' 0, ------ --- ------ - - - - -- - - -- 4.6 - - 6TH PORE SPARE TERMINATE WffH MATCHED LOAD 6 RRU HYBRID CALCULATION LENGTH LOCATION 20 _ EQIP_SHELTER __ -CABLE BRIDGE 155' DIST. 80X C1L _ _ HORIZONTAL TO DIST. BOX _5' 10' - -- EXTRA --------------- 225' SYMBOL CITY. DESCRIPTION 12 EXISTING 1-5/8" COAX TO BE REMOVED PROPOSED HYBRID JUMPER, (1) 6RRU HYBRID TO a 2 REMAIN 6 (1) PROPOSED 6RRU HYBRID CABLE 41. =ft= N 41 n om � m n N N m D C7 p `t O O N J N N N Iv 1 ('00 zu�:� N r n 0 m D (1)EXISTING 6RRU HYBRID CABLE (1)PROPOSED 6RRU HYBRID CABLE (12)1 -5/8" COAX CABLES TO BE REMOVED (FIELD VERIFY) 34' TO SHELTER 4 COAX LAYOUT PLAN SCALE:NONE NOTE: CABLE HANGERS: 6RRU CABLE: COMMSCOPE SNAPSTAK HANGER AND GROMMET KIT SSH -38 2RRU CABLE: COMMSCOPE SNAP -IN HANGER 252115 HOIST GRIPS: COMMSCOPE 19256B w J CL (n NOTE: OVERALL LENGTH OF POWER CABLES NOT TO EXCEED 367' FROM POWER SUPPLY 1/2" COAX JUMPERS TO REMOTE RADIO UNIT (MAX. LENGTH OF 15') B13 XB2 B4 PROPOSED A2 MODULE Al <TF q sFcTo #227 �D R 30 yZ/ � q�s ° #3 �oTy �p0 #9 Cp�q C), RCN 1 GQ�P 1 1 PAS 's P�1 GIN 1 o20 O 40 o� 15 ,y S EXISTING MOUNTING DETAIL 5 SCALE: 3/16" = 1' -0" GRAPHIC SCALE 0 2' -8' s' -4' IV Cm"J (12)EXISTING PANEL ANT 0 TO BE REMOVED N (TYP. 4 PER SECTOR) o iZ NORTH C (3) PROPOSED RRUS -12/ A2 MODULE (1) PER SECTOR (TYP.) as a a ? A ? P A p 3 D D D D y , m .Z7 .Z] m m m m mm wWwwWw u) Ln O O u) <ncnoo w cn<n 17, r r r r r m m m m m m m m m m m N N N N N N N N N N D D N N m m m m m m N (n v v N In v v o o D D O O D D m m m m m m #>> #� sp #73? SoygRF #7 A -100 #is _0o' ZTF k Al ' Spq TF 43 'O SpgRF # ?.Sg so, 4191- #2, pC F a SECTOR 30. C�SlTF '9Ij� pTH #43 Slay F #AQ so, RF 16 so, RF #s 9 Sp qRF Sp"�F (12) PROPOSED PANEL ANTENNA (TYP. 4 PER SECTOR) (3) PROPOSED RRUS -B13/ A2 MODULE (TYP. 1 PER SECTOR) 1 S E X1:5 30oX' �ti• SQP� � ,� h QPRF' P S Se��3 3000ti�y SQP�F TSSQP��5 �MO�� 0 0- ��5 ssQ��, � y s�o•�o �16 PROPOSED MOUNTING DETAIL HIC SCALE 0 2' -8' 5' -4• (3) EXISTING RRUS W PROPOSED A2 MODULE (TYPICAL 1 PER SECTOR) EXISTING QUAD UNIVERSAL RING MOUNT BY SITEPR01 PART #UQB4 EXISTING DISTRIBUTION BOX 2 EXISTING QUAD MOUNT DETAIL SCALE: 1/4" = 1' -0" (1) PROPOSED FLUSH MOUNT ADAPTER KITS BY STTEPR01 PART #FMA1 (1) PROPOSED DISTRIBUTION BOX EXISTING QUAD UNIVERSAL RING MOUNT BY SITEPROI PART #UQB4 CONTRACTOR TO PROVIDES (1) 2.5- X 4' LONG SCHEDULE 40 GALVANIZED NORTH MOUNTING PIPES PROPOSED QUAD MOUNT DIST. BOX SCALE: 1/4" = 1' -0" NOT FOR CONSTRUCTION DESIGNLI 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNIEP.COM verizonl/ 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-6377 PROJECT 20151293192 LOC. CODE # 262669 MINC SILVER CREEK PCS -LTE 909 GOLF COURSE RD. MONTICELLO, MN 55362 SHEET CONTENTS: ANTENNA MOUNTING DETAIL ONE -LINE DIAGRAM COAX LAYOUT PLAN DRAWN BY: SJ DATE: 03 -08 -16 CHECKED BY: TJR REV. B 04 -01 -161 A -5 EXISTING RRUS -12 PROPOSED HYBRID JUMPER, DIST. BOX TO RRU DISU. (MAX LENGTH OF 30') EXISTING FIBER FEED TAIL, DIST. BOX TO RRU (MAX. LENGTH OF 30') ,;.;, ` PROPOSED DISTRIBUTION N TOWER) EXISTING DISTRIBUTION BOX • (ON TOWER) • PROPOSED 6RRU HYBRID CABLE • • EXISTING 6RRU HYBRID CABLE -, • -, O NOTE: • HOIST GRIPS FOR 2 -4 (2 RRU) HYBRID CABLE: ROSENBERGER CX066- LUHGRSP • • HOIST GRIPS FOR 6 -12 (6 RRU) HYBRID CABLE: ROSENBERGER CX069- LUH612 (1) PROPOSED RACK MOUNTED CABLE HANGER: 1 -5/8" UNIVERSAL SNAP -IN: ROSENBERGER TH415 -U158 O O DISTRIBUTION BOX CABLE HANGER: 1 -5/8" STACKABLE SNAP -IN: ROSENBERGER TH428 -S158 (INSIDE EXISTING SHELTER) GROMMET FOR 2 -4 (2 RRU) CABLE IN 1 -5/8" SNAP -IN: ROSENBERGER CX648 -2526 GROMMET FOR 6 -12 (6 RRU) CABLE IN 1 -5/8" SNAP -IN: ROSENBERGER CX649 -3536 (1) EXISTING GROMMET FOR HYBRID JUMPER IN 1 -5/8" SNAP -IN: ROSENBERGER CX651 -2829 (MAIN CABLE /SINGLE HOLE) DISTRIBUTION BOX (INSIDE CX652 -1714 (BROKEN OUT /TWO HOLE) EXISTING SHELTER) ONE -LINE DIAGRAM 3 SCALE: NONE Al <TF q sFcTo #227 �D R 30 yZ/ � q�s ° #3 �oTy �p0 #9 Cp�q C), RCN 1 GQ�P 1 1 PAS 's P�1 GIN 1 o20 O 40 o� 15 ,y S EXISTING MOUNTING DETAIL 5 SCALE: 3/16" = 1' -0" GRAPHIC SCALE 0 2' -8' s' -4' IV Cm"J (12)EXISTING PANEL ANT 0 TO BE REMOVED N (TYP. 4 PER SECTOR) o iZ NORTH C (3) PROPOSED RRUS -12/ A2 MODULE (1) PER SECTOR (TYP.) as a a ? A ? P A p 3 D D D D y , m .Z7 .Z] m m m m mm wWwwWw u) Ln O O u) <ncnoo w cn<n 17, r r r r r m m m m m m m m m m m N N N N N N N N N N D D N N m m m m m m N (n v v N In v v o o D D O O D D m m m m m m #>> #� sp #73? SoygRF #7 A -100 #is _0o' ZTF k Al ' Spq TF 43 'O SpgRF # ?.Sg so, 4191- #2, pC F a SECTOR 30. C�SlTF '9Ij� pTH #43 Slay F #AQ so, RF 16 so, RF #s 9 Sp qRF Sp"�F (12) PROPOSED PANEL ANTENNA (TYP. 4 PER SECTOR) (3) PROPOSED RRUS -B13/ A2 MODULE (TYP. 1 PER SECTOR) 1 S E X1:5 30oX' �ti• SQP� � ,� h QPRF' P S Se��3 3000ti�y SQP�F TSSQP��5 �MO�� 0 0- ��5 ssQ��, � y s�o•�o �16 PROPOSED MOUNTING DETAIL HIC SCALE 0 2' -8' 5' -4• (3) EXISTING RRUS W PROPOSED A2 MODULE (TYPICAL 1 PER SECTOR) EXISTING QUAD UNIVERSAL RING MOUNT BY SITEPR01 PART #UQB4 EXISTING DISTRIBUTION BOX 2 EXISTING QUAD MOUNT DETAIL SCALE: 1/4" = 1' -0" (1) PROPOSED FLUSH MOUNT ADAPTER KITS BY STTEPR01 PART #FMA1 (1) PROPOSED DISTRIBUTION BOX EXISTING QUAD UNIVERSAL RING MOUNT BY SITEPROI PART #UQB4 CONTRACTOR TO PROVIDES (1) 2.5- X 4' LONG SCHEDULE 40 GALVANIZED NORTH MOUNTING PIPES PROPOSED QUAD MOUNT DIST. BOX SCALE: 1/4" = 1' -0" NOT FOR CONSTRUCTION DESIGNLI 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNIEP.COM verizonl/ 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720-6377 PROJECT 20151293192 LOC. CODE # 262669 MINC SILVER CREEK PCS -LTE 909 GOLF COURSE RD. MONTICELLO, MN 55362 SHEET CONTENTS: ANTENNA MOUNTING DETAIL ONE -LINE DIAGRAM COAX LAYOUT PLAN DRAWN BY: SJ DATE: 03 -08 -16 CHECKED BY: TJR REV. B 04 -01 -161 A -5 "��w�• "r _- - 7'- j SHELTER COAX ENTRY s SCALE: NONE 4 OVERALL TOWER PHOTO SCALE:NONE 5 SCALE: NONE r 2 TOWER COAX PHOTO SCALE: NONE two s 44 i -K r c- CABLE BRIDGE PHOTO SCALE: NONE NOT FOR I CONSTRUCTION DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNIEP.COM verizonJ 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612)720 -6377 PROJECT 20151293192 LOC. CODE # 262669 MINC SILVER CREEK PCS -LTE 909 GOLF COURSE RD. MONTICELLO, MN 55362 SHEET CONTENTS MISC. PHOTOS DRAWN BY: SJ DATE: 03 -08 -16 CHECKED BY: TJR A -6 SITE NAME: MIN Silver Creek SITE NUMBER: ATTY/DATE: 5/12/14 TOWER LEASE AGREEMENT This Agreement, made this a3r4day of June- , 20)Y, between the City of Monticello, Minnesota, a municipal corporation, with its principal offices located at City Hall, 505 Walnut Street, Monticello, Minnesota 55362, hereinafter designated LESSOR, and Verizon Wireless (VAW) LLC d /b /a Verizon Wireless, with its principal offices at One Verizon Way, Mail Stop 4AW100, Basking Ridge, New Jersey 07920 (telephone number 866- 862 - 4404), hereinafter designated LESSEE. The LESSOR and LESSEE are at times collectively referred to hereinafter as the "Parties" or individually as the "Party ". WITNESSETH In consideration of the mutual covenants contained herein and intending to be legally bound hereby, the Parties hereto agree as follows: 1. PREMISES. LESSOR hereby leases to the LESSEE a portion of that certain space ( "the Tower Space ") on the LESSOR's tower, hereinafter referred to as the "Tower ", located at 909 Golf Course Road, City of Monticello, County of Wright, State of Minnesota, as being further described in Exhibit "A" attached hereto and made a part hereof (the entirety of LESSOR's property is referred to hereinafter as the "Property "), together with a parcel of land (the "Land Space ") sufficient for the installation of LESSEE's equipment building; together with the non - exclusive right ( "the Right of Way ") for ingress and egress, seven (7) days a week, twenty -four (24) hours a day, on foot or motor vehicle, including trucks, and for the installation and maintenance of utility wires, poles, cables, conduits, and pipes over, under, or along a right - of -way extending from the nearest public right -of -way, County Highway No. 39 (Golf Course Road), to the Land Space; and together with any further rights of way (the "Further Rights of Way ") over and through the Property between the Land Space and the Tower Space for the installation and maintenance of utility wires, poles, cables, conduits, and pipes. The Tower Space, Land Space, Right of Way and Further Rights of Way, if any, are collectively referred to hereinafter as the "Premises" are substantially described in Exhibit "A ", attached hereto and made a part hereof. LESSOR agrees to diligently complete the construction of the Tower by September 30, 2014. LESSOR agrees to keep LESSEE advised of the progress of the construction of the Tower. LESSOR agrees to provide LESSEE and its representatives and contractors with access to the construction site for purposes of determining the progress of construction. If completion of construction of the Tower has not occurred on or before September 30, 2014, without limiting the LESSEE in the exercise of any right or remedy which LESSEE may.have by reason of such default, including the remedies available in Paragraph 30 below, LESSEE shall have the right to terminate this Agreement, without penalty, by delivering notice of such termination to LESSOR at any time prior to the occurrence of the commencement of construction of the Tower. MIN Silver Creek Tower Lease Agreement 2444901v2 1 In the event any public utility is unable to use the Right of Way or Further Rights of Way, the LESSOR hereby agrees to grant an additional right -of- way(s) either to the LESSEE or to the public utility at no cost to the LESSEE. LESSOR hereby grants permission to LESSEE to install, maintain and operate the radio communications equipment, antennas and appurtenances described in Exhibit `B" attached hereto. LESSEE reserves the right to replace the aforementioned equipment with similar and comparable equipment provided said replacement does not increase tower loading of said Tower. 2. SURVEY. LESSOR also hereby grants to LESSEE the right to survey the Property and Premises, and said survey shall then become Exhibit "C" which shall be attached hereto and made a part hereof, and shall control in the event of boundary and access discrepancies between it and Exhibit "A ". Cost for such work shall be borne by the LESSEE. 3. TERM; RENTAL; ELECTRICAL. a. This Agreement shall be effective as of the date of execution by both Parties, provided, however, the initial term shall be for ten (10) years and shall commence on the Commencement Date (as hereinafter defined) at which time rental payments shall commence and be due at a total annual rental of Twenty -four Thousand and No /100 Dollars ($24,000.00) to be paid in equal monthly installments on the first day of the month, in advance, to LESSOR or to such other person, firm or place as LESSOR may, from time to time, designate in writing at least thirty (30) days in advance of any rental payment date by notice given in accordance with Paragraph 25 below. The initial term of the Agreement shall commence based upon the date LESSEE commences installation of the equipment on the Premises, or the first day of the month ( "Tower Completion Commencement Date ") following the date which is ninety (90) ) days after LESSEE receives written notice from LESSOR of the completion of the tower construction, whichever occurs first. In the event the date of commencing installation of equipment is determinative and such date falls between the 1st and 15th of the month, the initial term of the Agreement shall commence on the 1 st of that month and if such date falls between the 16th and 31 st of the month, then the initial term shall commence on the 1 st day of the following month (either of the foregoing or the Tower Completion Commencement Date, if applicable, being the "Commencement Date "). LESSOR and LESSEE agree that they shall acknowledge in writing the Commencement Date in the event the Commencement Date is based upon the date LESSEE commences installation of the equipment on the Premises. LESSOR and LESSEE acknowledge and agree that initial rental payment(s) may not actually be sent by LESSEE until thirty (30) days after the written acknowledgement confirming the Commencement Date, if such an acknowledgement is required. By way of illustration of the preceding sentence, if the Commencement Date is January 1 and a required written acknowledgement confirming the Commencement Date is dated January 14, LESSEE shall send to the LESSOR the rental payments for January 1 and February 1 by February 13. Upon agreement of the Parties, LESSEE may pay rent by electronic funds transfer and in such event, LESSOR agrees to provide to LESSEE bank routing information for such purpose upon request of LESSEE. MIN Silver Creek Tower Lease Agreement 2444901v2 2 In the event that LESSOR leases space on the tower to Sprint, T- Mobile or AT &T, then the annual rental shall be reduced by $1,800.00 ($150.00 per month) on the first day of the month following the commencement of such lease, and the parties shall acknowledge the reduced rent amount and commencement date in writing. b. LESSOR hereby agrees to provide to LESSEE certain documentation (the "Rental Documentation ") evidencing LESSOR's interest in, and right to receive payments under, this Agreement, including without limitation: (i) documentation, acceptable to LESSEE in LESSEE's reasonable discretion, evidencing LESSOR's good and sufficient title to and/or interest in the Property and right to receive rental payments and other benefits hereunder; (ii) a complete and fully executed Internal Revenue Service Form W -9, or equivalent, in a form acceptable to LESSEE, for any party to whom rental payments are to be made pursuant to this Agreement; and (iii) other documentation requested by LESSEE in LESSEE's reasonable discretion. From time to time during the Term of this Agreement and within thirty (30) days of a written request from LESSEE, LESSOR agrees to provide updated Rental Documentation in a form reasonably acceptable to LESSEE. The Rental Documentation shall be provided to LESSEE in accordance with the provisions of and at the address given in Paragraph 25. Delivery of Rental Documentation to LESSEE shall be a prerequisite for the payment of any rent by LESSEE and notwithstanding anything to the contrary herein, LESSEE shall have no obligation to make any rental payments until Rental Documentation has been supplied to LESSEE as provided herein. Within fifteen (15) days of obtaining an interest in the Property or this Agreement, any assignee(s), transferee(s) or other successor(s) in interest of LESSOR shall provide to LESSEE Rental Documentation in the manner set forth in the preceding paragraph. From time to time during the Term of this Agreement and within thirty (30) days of a written request from LESSEE, any assignee(s) or transferee(s) of LESSOR agrees to provide updated Rental Documentation in a form reasonably acceptable to LESSEE. Delivery of Rental Documentation to LESSEE by any assignee(s), transferee(s) or other successor(s) in interest of LESSOR shall be a prerequisite for the payment of any rent by LESSEE to such party and notwithstanding anything to the contrary herein, LESSEE shall have no obligation to make any rental payments to any assignee(s), transferee(s) or other successor(s) in interest of LESSOR until Rental Documentation has been supplied to LESSEE as provided herein. C. LESSOR shall, at all times during the Term, provide electrical service and telephone service access within the Premises. If permitted by the local utility company servicing the Premises, LESSEE shall furnish and install an electrical meter at the Premises for the measurement of electrical power used by LESSEE's installation. In the alternative, if permitted by the local utility company servicing the Premises, LESSEE shall furnish and install an electrical sub -meter at the Premises for the measurement of electrical power used by LESSEE's installation. In the event such sub -meter is installed, the LESSEE shall pay the utility directly for its power consumption, if billed by the utility, and if not billed by the utility, then the LESSEE shall pay the LESSOR thirty (30) days after receipt of an invoice from LESSOR indicating the usage amount based upon LESSOR's reading of the sub - meter. All invoices for power consumption shall be sent by LESSOR to LESSEE at "Verizon Wireless, c/o First Energy, PO 182727, Columbus, OH 43218- 2727 ". LESSEE shall be permitted at any time during the Term, MIN Silver Creek Tower Lease Agreement 2444901v2 3 to install, maintain and /or provide access to and use of, as necessary (during any power interruption at the Premises), a temporary power source, and all related equipment and appurtenances within the Premises, or elsewhere on the Property in such locations as reasonably approved by LESSOR. LESSEE shall have the right to install conduits connecting the temporary power source and related appurtenances to the Premises. 4. EXTENSIONS. This Agreement shall automatically be extended for four (4) additional five (5) year terms unless either LESSOR or LESSEE terminates it at the end of the then current term by giving the other written notice of the intent to terminate at least six (6) months prior to the end of the then current term. 5. RENTAL INCREASE. The annual rental shall be increased by three percent (3 %) each year on the anniversary of the Commencement Date. 6. ADDITIONAL EXTENSIONS. If at the end of the fourth (4th) five (5) year extension term this Agreement has not been terminated by either Party by giving to the other written notice of an intention to terminate it at least three (3) months prior to the end of such term, this Agreement shall continue in force upon the same covenants, terms and conditions for a further term of five (5) years and for five (5) year terms thereafter until terminated by either Party by giving to the other written notice of its intention to so terminate at least three (3) months prior to the end of such term. The annual rental shall be increased by three percent (3 %) each year on the anniversary of the Commencement Date. The initial term and all extensions shall be collectively referred to herein as the "Term ". 7. TAXES. LESSEE shall have the responsibility to pay any personal property, real estate taxes, assessments, or charges owed on the Property which LESSOR demonstrates is the result of LESSEE's use of the Premises and/or the installation, maintenance, and operation of the LESSEE's improvements, and any sales tax imposed on the rent (except to the extent that LESSEE is or may become exempt from the payment of sales tax in the jurisdiction in which the Property is located), including any increase in real estate taxes at the Property which LESSOR demonstrates arises from the LESSEE's improvements and/or LESSEE's use of the Premises. LESSOR and LESSEE shall each be responsible for the payment of any taxes, levies, assessments and other charges imposed including franchise and similar taxes imposed upon the business conducted by LESSOR or LESSEE at the Property. Notwithstanding the foregoing, LESSEE shall not have the obligation to pay any tax, assessment, or charge that LESSEE is disputing in good faith in appropriate proceedings prior to a final determination that such tax is properly assessed provided that no lien attaches to the Property. Nothing in this Paragraph shall be construed as making LESSEE liable for any portion of LESSOR's income taxes in connection with any Property or otherwise. Except as set forth in this Paragraph, LESSOR shall have the responsibility to pay any personal property, real estate taxes, assessments, or charges owed on the Property and shall do so prior to the imposition of any lien on the Property. LESSEE shall have the right, at its sole option and at its sole cost and expense, to appeal, challenge or seek modification of any tax assessment or billing for which LESSEE is wholly or partly responsible for payment. LESSOR shall reasonably cooperate with LESSEE at LESSEE's expense in filing, prosecuting and perfecting any appeal or challenge to taxes as set forth in the preceding sentence, including but not limited to, executing any consent, appeal or other similar MIN Silver Creek Tower Lease Agreement 2444901v2 4 document. In the event that as a result of any appeal or challenge by LESSEE, there is a reduction, credit or repayment received by the LESSOR for any taxes previously paid by LESSEE, LESSOR agrees to promptly reimburse to LESSEE the amount of said reduction, credit or repayment. In the event that LESSEE does not have the standing rights to pursue a good faith and reasonable dispute of any taxes under this paragraph, LESSOR will pursue such dispute at LESSEE's sole cost and expense upon written request of LESSEE. 8. USE; GOVERNMENTAL APPROVALS. LESSEE shall use the Premises for the purpose of constructing, maintaining, repairing and operating a communications facility and uses incidental thereto. All improvements, equipment, antennas and conduits shall be at LESSEE's expense and their installation shall be at the discretion and option of LESSEE. LESSEE shall have the right to replace, repair, add or otherwise modify its utilities, equipment, antennas and/or conduits or any portion thereof and the frequencies over which the equipment operates, whether the equipment, antennas, conduits or frequencies are specified or not on any exhibit attached hereto, during the Term. It is understood and agreed that LESSEE's ability to use the Premises is contingent upon its obtaining after the execution date of this Agreement all of the certificates, permits and other approvals (collectively the "Governmental Approvals ") that may be required by any Federal, State or Local authorities as well as satisfactory soil boring tests and structural analysis which will permit LESSEE use of the Premises as set forth above. LESSOR shall cooperate with LESSEE in its effort to obtain such approvals and shall take no action which would adversely affect the status of the Property with respect to the proposed use thereof by LESSEE. In the event that (i) any of such applications for such Governmental Approvals should be finally rejected; (ii) any Governmental Approval issued to LESSEE is canceled, expires, lapses, or is otherwise withdrawn or terminated by governmental authority; (iii) LESSEE determines that such Governmental Approvals may not be obtained in a timely manner; (iv) LESSEE determines that any soil boring tests or structural analysis is unsatisfactory; (v) LESSEE determines that the Premises is no longer technically compatible for its use, or (vi) LESSEE, in its sole discretion, determines that the use of the Premises is obsolete or unnecessary, LESSEE shall have the right to terminate this Agreement. However, LESSEE may not terminate this Agreement during the Initial Term under subpart (v) or (vi) of the previous sentence. Notice of LESSEE's exercise of its right to terminate as provided above shall be given to LESSOR in writing by certified mail, return receipt requested, and shall be effective upon the mailing of such notice by LESSEE, or upon such later date as designated by LESSEE. All rentals paid to said termination date shall be retained by LESSOR. Upon such termination, this Agreement shall be of no further force or effect except to the extent of the representations, warranties and indemnities made by each Party to the other hereunder. Otherwise, the LESSEE shall have no further obligations for the payment of rent to LESSOR. 9. INDEMNIFICATION. Subject to Paragraph 10 below, each Party shall indemnify and hold the other harmless against any claim of liability or loss from personal injury or property damage resulting from or arising out of the negligence or willful misconduct of the indemnifying Party, its employees, contractors or agents, except to the extent such claims or damages may be due to or caused by the negligence or willful misconduct of the other Party, or its employees, contractors or agents. MIN Silver Creek Tower Lease Agreement 2444901v2 5 10. INSURANCE. a. The Parties hereby waive and release any and all rights of action for negligence against the other which may hereafter arise on account of damage to the Premises or to the Property, resulting from any fire, or other casualty of the kind covered by standard fire insurance policies with extended coverage, regardless of whether or not, or in what amounts, such insurance is now or hereafter carried by the Parties, or either of them. These waivers and releases shall apply between the Parties and they shall also apply to any claims under or through either Party as a result of any asserted right of subrogation. All such policies of insurance obtained by either Party concerning the Premises or the Property shall waive the insurer's right of subrogation against the other Party. b. LESSOR and LESSEE each agree that at its own cost and expense, each will maintain commercial general liability insurance with limits not less than $1,000,000 for injury to or death of one or more persons in any one occurrence and $500,000 for damage or destruction to property in any one occurrence. LESSOR and LESSEE each agree that it will include the other Party as an additional insured. C. In addition, LESSOR shall obtain and keep in force during the Term a policy or policies insuring against loss or damage to the Tower at full replacement cost, as the same shall exist from time to time without a coinsurance feature. LESSOR's policy or policies shall insure against all risks of direct physical loss or damage (except the perils of flood and earthquake unless required by a lender or included in the base premium), including coverage for any additional costs resulting from debris removal and reasonable amounts of coverage for the enforcement of any ordinance or law regulating the reconstruction or replacement of any undamaged sections of the Tower required to be demolished or removed by reason of the enforcement of any building, zoning, safety or land use laws as the result of a covered loss, but not including plate glass insurance. 11. LIMITATION OF LIABILITY. Except for indemnification pursuant to paragraphs 9 and 31, neither Party shall be liable to the other, or any of their respective agents, representatives, employees for any lost revenue, lost profits, loss of technology, rights or services, incidental, punitive, indirect, special or consequential damages, loss of data, or interruption or loss of use of service, even if advised of the possibility of such damages, whether under theory of contract, tort (including negligence), strict liability or otherwise. .12. ANNUAL TERMINATION. Except as otherwise provided in this Agreement, LESSEE may not terminate this Agreement during the Initial Term. After the Initial Term and notwithstanding anything to the contrary contained herein, provided LESSEE is not in default hereunder beyond applicable notice and cure periods, LESSEE shall have the right to terminate this Agreement upon the annual anniversary of the Commencement Date provided that three (3) months prior notice is given to LESSOR. 13. ACCESS TO TOWER. LESSOR agrees the LESSEE shall have free access to the Tower at all times for the purpose of installing and maintaining the said equipment. LESSOR shall furnish LESSEE with necessary means of access for the purpose of ingress and egress to this site and Tower location. It is agreed, however, that only authorized engineers, employees or MIN Silver Creek Tower Lease Agreement 244490lv2 6 properly authorized contractors of LESSEE or persons under their direct supervision will be permitted to enter said premises. 14. TOWER COMPLIANCE. LESSOR covenants that it will keep the Tower in good repair as required by all Laws (as defined in Paragraph 35 below). The LESSOR shall also comply with all rules and regulations enforced by the Federal Communications Commission with regard to the lighting, marking and painting of towers. If the LESSOR fails to make such repairs including maintenance the LESSEE may make the repairs and the costs thereof shall be payable to the LESSEE by the LESSOR on demand together with interest thereon from the date of payment at the greater of (i) ten percent (10 %) per annum, or (ii) the highest rate permitted by applicable Laws. If the LESSOR does not make payment to the LESSEE within ten (10) days after such demand; the LESSEE shall have the right to deduct the costs of the repairs from the succeeding monthly rental amounts normally due from the LESSEE to the LESSOR. No materials may be used in the installation of the antennas or transmission lines that will cause corrosion or rust or deterioration of the Tower structure or its appurtenances. All antenna(s) on the Tower must be identified by a marking fastened securely to its bracket on the Tower and all transmission lines are to be tagged at the conduit opening where it enters any user's equipment space. Not later than fifteen (15) days following the execution of this Agreement, LESSOR shall supply to LESSEE copies of all structural analysis reports that have done with respect to the Tower and throughout the Term, LESSOR shall supply to LESSEE copies of all structural analysis reports that are done with respect to the Tower promptly after the completion of the same. Upon request of the LESSOR, LESSEE agrees to relocate its equipment on a temporary basis to another location on the Property, hereinafter referred to as the "Temporary Relocation," for the purpose of LESSOR performing maintenance, repair or similar work at the Property or on the Tower provided: a. The Temporary Relocation is similar to LESSEE's existing location in size and is fully compatible for LESSEE's use, in LESSEE's reasonable determination; b. LESSOR pays all costs incurred by LESSEE for relocating LESSEE's equipment to the Temporary Relocation and improving the Temporary Relocation so that it is fully compatible for the LESSEE's use, in LESSEE's reasonable determination; C. LESSOR gives LESSEE at least ninety (90) days written notice prior to requiring LESSEE to relocate; d. LESSEE's use at the Premises is not interrupted or diminished during the relocation and LESSEE is allowed, if necessary, in LESSEE's reasonable determination, to place a temporary installation on the Property during any such relocation; and MIN Silver Creek Tower Lease Agreement 2444901v2 7 e. Upon the completion of any maintenance, repair or similar work by LESSOR, LESSEE is permitted to return to its original location from the temporary location with all costs for the same being paid by LESSOR. 15. INTERFERENCE. LESSEE agrees to install equipment of the type and frequency which will not cause harmful interference which is measurable in accordance with then existing industry standards to any equipment of LESSOR or other lessees of the Property which existed on the Property prior to the date this Agreement is executed by the Parties. In the event any after - installed LESSEE's equipment causes such interference, and after LESSOR has notified LESSEE in writing of such interference, LESSEE will take all commercially reasonable steps necessary to correct and eliminate the interference, including but not limited to, at LESSEE's option, powering down such equipment and later powering up such equipment for intermittent testing. In no event will LESSOR be entitled to terminate this Agreement or relocate the equipment as long as LESSEE is making a good faith effort to remedy the interference issue. LESSOR agrees that LESSOR and/or any other tenants of the Property who currently have or in the future take possession of the Property will be permitted to install only such equipment that is of the type and frequency which will not cause harmful interference which is measurable in accordance with then existing industry standards to the then existing equipment of LESSEE. The Parties acknowledge that there will not be an adequate remedy at law for noncompliance with the provisions of this Paragraph and therefore, either Party shall have the right to equitable remedies, such as, without limitation, injunctive relief and specific performance. 16. REMOVAL AT END OF TERM. LESSEE shall, upon expiration of the Term, or within ninety (90) days after any earlier termination of the Agreement, remove its building(s), antenna(s), equipment, conduits, fixtures and all personal property and restore the Premises to its original condition, reasonable wear and tear and casualty damage excepted. LESSOR agrees and acknowledges that all of the equipment, conduits, fixtures and personal property of LESSEE shall remain the personal property of LESSEE and LESSEE shall have the right to remove the same at any time during the Term, whether or not said items are considered fixtures and attachments to real property under applicable Laws. If such time for removal causes LESSEE to remain on the Premises after termination of this Agreement, LESSEE shall pay rent at the then existing monthly rate or on the existing monthly pro -rata basis if based upon a longer payment term, until such time as the removal of the building, antenna structure, fixtures and all personal property are completed. 17. HOLDOVER. LESSEE has no right to retain possession of the Premises or any part thereof beyond the expiration of that removal period set forth in Paragraph 16 herein, unless the Parties are negotiating a new lease or lease extension in good faith. In the event that the Parties are not in the process of negotiating a new lease or lease extension in good faith, LESSEE holds over in violation of Paragraph 16 and this Paragraph 17, then the rent then in effect payable from and after the time of the expiration or earlier removal period set forth in Paragraph 16 shall be equal to the rent applicable during the month immediately preceding such expiration or earlier termination. 18. RIGHT OF FIRST REFUSAL. If LESSOR elects, during the Term (i) to sell or otherwise transfer all or any portion of the Property, whether separately or as part of a larger MIN Silver Creek Tower Lease Agreement 2444901v2 8 parcel of which the Property is a part, or (ii) to grant to a third party by easement or other legal instrument an interest in and to that portion of the Tower and or Property occupied by LESSEE, or a larger portion thereof, for the purpose of operating and maintaining communications facilities or the management thereof, with or without an assignment of this Agreement to such third party, LESSEE shall have the right of first refusal to meet any bona fide offer of sale or transfer on the same terms and conditions of such offer. If LESSEE fails to meet such bona fide offer within thirty (30) days after written notice thereof from LESSOR, LESSOR may sell or grant the easement or interest in the Property or portion thereof to such third person in accordance with the terms and conditions of such third party offer. For purposes of this Paragraph, any transfer, bequest or devise of LESSOR's interest in the Property as a result of the death of LESSOR, whether by will or intestate succession, or any conveyance to LESSOR's family members by direct conveyance or by conveyance to a trust for the benefit of family members shall not be considered a sale of the Property for which LESSEE has any right of first refusal. 19. RIGHTS UPON SALE. Should LESSOR, at any time during the Term decide (i) to sell or transfer all or any part of the Property or the Tower thereon to a purchaser other than LESSEE, or (ii) to grant to a third party by easement or other legal instrument an interest in and to that portion of the Tower and or Property occupied by LESSEE, or a larger portion thereof, for the purpose of operating and maintaining communications facilities or the management thereof, such sale or grant of an easement or interest therein shall be under and subject to this Agreement and any such purchaser or transferee shall recognize LESSEE's rights hereunder under the terms of this Agreement. To the extent that LESSOR grants to a third party by easement or other legal instrument an interest in and to that portion of the Tower and /or Property occupied by LESSEE for the purpose of operating and maintaining communications facilities or the management thereof and in conjunction therewith, assigns this Agreement to said third party, LESSOR shall not be released from its obligations to LESSEE under this Agreement, and LESSEE shall have the right to look to LESSOR and the third party for the full performance of this Agreement. 20. QUIET ENJOYMENT. LESSOR covenants that LESSEE, on paying the rent and performing the covenants herein, shall peaceably and quietly have, hold and enjoy the Premises. 21. TITLE. LESSOR represents and warrants to LESSEE as of the execution date of this Agreement, and covenants during the Term that LESSOR is seized of good and sufficient title and interest to the Property and has full authority to enter into and execute this Agreement. LESSOR further covenants during the Term that there are no liens, judgments or impediments of title on the Property, or affecting LESSOR's title to the same and that there are no covenants, easements or restrictions which prevent or adversely affect the use or occupancy of the Premises by LESSEE as set forth above. 22. INTEGRATION. It is agreed and understood that this Agreement contains all agreements, promises and understandings between LESSOR and LESSEE and that no verbal or oral agreements, promises or understandings shall be binding upon either LESSOR or LESSEE in any dispute, controversy or proceeding at law, and any addition, variation or modification to this Agreement shall be void and ineffective unless made in writing signed by the Parties or in a written acknowledgment in the case provided in Paragraph 3. In the event any provision of the MIN Silver Creek Tower Lease Agreement 2444901v2 9 Agreement is found to be invalid or unenforceable, such finding shall not affect the validity and enforceability of the remaining provisions of this Agreement. The failure of either Party to insist upon strict performance of any of the terms or conditions of this Agreement or to exercise any of its rights under the Agreement shall not waive such rights and such Party shall have the right to enforce such rights at any time and take such action as may be lawful and authorized under this Agreement, in law or in equity. 23. GOVERNING LAW. This Agreement and the performance thereof shall be governed, interpreted, construed and regulated by the Laws of the State in which the Property is located. 24. ASSIGNMENT. This Agreement may be sold, assigned or transferred by the LESSEE without any approval or consent of the LESSOR to the LESSEE's principal, affiliates, subsidiaries of its principal or to any entity which acquires all or substantially all of LESSEE's assets in the market defined by the Federal Communications Commission in which the Property is located by reason of a merger, acquisition or other business reorganization. As to other parties, this Agreement may not be sold, assigned or transferred without the written consent of the LESSOR, which such consent will not be unreasonably withheld, delayed or conditioned. No change of stock ownership, partnership interest or control of LESSEE or transfer upon partnership or corporate dissolution of LESSEE shall constitute an assignment hereunder. 25. NOTICES. All notices hereunder must be in writing and shall be deemed validly given if sent by certified mail, return receipt requested or by commercial courier, provided the courier's regular business is delivery service and provided further that it guarantees delivery to the addressee by the end of the next business day following the courier's receipt from the sender, addressed as follows (or any other address that the Party to be notified may have designated to the sender by like notice): LESSOR: City of Monticello City Hall 505 Walnut Street Monticello, Minnesota 55362 LESSEE: Verizon Wireless (VAW) LLC d/b /a Verizon Wireless 180 Washington Valley Road Bedminster, New Jersey 07921 Attention: Network Real Estate Notice shall be effective upon actual receipt or refusal as shown on the receipt obtained pursuant to the foregoing. 26. SUCCESSORS. This Agreement shall extend to and bind the heirs, personal representative, successors and assigns of the Parties hereto. 27. SUBORDINATION AND NON - DISTURBANCE. At LESSOR's option, this Agreement shall be subordinate to any future master lease, ground lease, mortgage, deed of trust MIN Silver Creek Tower Lease Agreement 244490lv2 10 or other security interest (a "Mortgage ") by LESSOR which from time to time may encumber all or part of the Property, Tower or right -of -way; provided, however, as a condition precedent to LESSEE being required to subordinate its interest in this Agreement to any future Mortgage covering the Tower or Property, LESSOR shall obtain for LESSEE's benefit a non - disturbance and attornment agreement for LESSEE's benefit in the form reasonably satisfactory to LESSEE, and containing the terms described below (the "Non- Disturbance Agreement "), and shall recognize LESSEE's right to remain in occupancy of and have access to the Premises as long as LESSEE is not in default of this Agreement beyond applicable notice and cure periods. The Non - Disturbance Agreement shall include the encumbering party's ( "Lender's ") agreement that, if Lender or its successor -in- interest or any purchaser of Lender's or its successor's interest (a "Purchaser ") acquires an ownership interest in the Tower or Property, Lender or such successor -in- interest or Purchaser will (1) honor all of the terms of the Agreement, (2) fulfill LESSOR's obligations under the Agreement, and (3) promptly cure all of the then - existing LESSOR defaults under the Agreement. Such Non - Disturbance Agreement must be binding on all of Lender's participants in the subject loan (if any) and on all successors and assigns of Lender and /or its participants and on all Purchasers. In return for such Non - Disturbance Agreement, LESSEE will execute an agreement for Lender's benefit in which LESSEE (1) confirms that the Agreement is subordinate to the Mortgage or other real property interest in favor of Lender, (2) agrees to attorn to Lender if Lender becomes the owner of the Tower or Property and (3) agrees to accept a cure by Lender of any of LESSOR's defaults, provided such cure is completed within the deadline applicable to LESSOR. In the event LESSOR defaults in the payment and/or other performance of any mortgage or other real property interest encumbering the Property, LESSEE, may, at its sole option and without obligation, cure or correct LESSOR's default and upon doing so, LESSEE shall be subrogated to any and all rights, titles, liens and equities of the holders of such mortgage or other real property interest and LESSEE shall be entitled to deduct and setoff against all rents that may otherwise become due under this Agreement the sums paid by LESSEE to cure or correct such defaults. 28. RECORDING. LESSOR agrees to execute a Memorandum of this Agreement which LESSEE may record with the appropriate recording officer. The date set forth in the Memorandum of Lease is for recording purposes only and bears no reference to commencement of either the Term or rent payments. 29. DEFAULT. a. In the event there is a breach by LESSEE with respect to any of the provisions of this Agreement or its obligations under it, including the payment of rent, LESSOR shall give LESSEE written notice of such breach. After receipt of such written notice, LESSEE shall have fifteen (15) days in which to cure any monetary breach and thirty (3 0) days in which to cure any non - monetary breach, provided LESSEE shall have such extended period as may be required beyond the thirty (30) days if the nature of the cure is such that it reasonably requires more than thirty (30) days and LESSEE commences the cure within the thirty (30) day period and thereafter continuously and diligently pursues the cure to completion. LESSOR may not maintain any action or effect any remedies for default against LESSEE unless and until LESSEE has failed to cure the breach within the time periods provided in this Paragraph. MIN Silver Creek Tower Lease Agreement 2444901v2 11 b. In the event there is a breach by LESSOR with respect to any of the provisions of this Agreement or its obligations under it, LESSEE shall give LESSOR written notice of such breach. After receipt of such written notice, LESSOR shall have thirty (30) days in which to cure any such breach, provided LESSOR shall have such extended period as may be required beyond the thirty (30) days if the nature of the cure is such that it reasonably requires more than thirty (30) days and LESSOR commences the cure within the thirty (30) day period and thereafter continuously and diligently pursues the cure to completion. LESSEE may not maintain any action or effect any remedies for default against LESSOR unless and until LESSOR has failed to cure the breach within the time periods provided in this Paragraph. Notwithstanding the foregoing to the contrary, it shall be a default under this Agreement if LESSOR fails, within five (5) days after receipt of written notice of such breach, to perform an obligation required to be performed by LESSOR if the failure to perform such an obligation interferes with LESSEE's ability to conduct its business on the Property; provided, however, that if the nature of LESSOR's obligation is such that more than five (5) days after such notice is reasonably required for its performance, then it shall not be a default under this Agreement if performance is commenced within such five (5) day period and thereafter diligently pursued to completion. 30. REMEDIES. Upon a default, the non - defaulting Party may at its option (but without obligation to do so), perform the defaulting Party's duty or obligation on the defaulting Party's behalf, including but not limited to the obtaining of reasonably required insurance policies. The costs and expenses of any such performance by the non - defaulting Party shall be due and payable by the defaulting Party upon invoice therefor. In the event of a default by either Party with respect to a material provision of this Agreement, without limiting the non - defaulting Party in the exercise of any right or remedy which the non - defaulting Party may have by reason of such default, the non - defaulting Party may terminate the Agreement and/or pursue any remedy now or hereafter available to the non - defaulting Party under the Laws or judicial decisions of the state in which the Premises are located; provided, however, LESSOR shall use reasonable efforts to mitigate its damages in connection with a default by LESSEE. If LESSEE so performs any of LESSOR's obligations hereunder, the full amount of the reasonable and actual cost and expense incurred by LESSEE shall immediately be owing by LESSOR to LESSEE, and LESSOR shall pay to LESSEE upon demand the full undisputed amount thereof with interest thereon from the date of payment at the greater of (i) ten percent (10 %) per annum, or (ii) the highest rate permitted by applicable Laws. Notwithstanding the foregoing, if LESSOR does not pay LESSEE the full undisputed amount within thirty (30) days of its receipt of an invoice setting forth the amount due from LESSOR, LESSEE may offset the full undisputed amount, including all accrued interest, due against all fees due and owing to LESSOR until the full undisputed amount, including all accrued interest, is fully reimbursed to LESSEE. 31. ENVIRONMENTAL. a. LESSOR will be responsible for all obligations of compliance with any and all environmental and industrial hygiene laws, including any regulations, guidelines, standards, or policies of any governmental authorities regulating or imposing standards of liability or standards of conduct with regard to any environmental or industrial hygiene conditions or concerns as may now or at any time hereafter be in effect, that are or were in any MIN Silver Creek Tower Lease Agreement 2444901v2 12 way related to activity now conducted in, on, or in any way related to the Tower or Property, unless such conditions or concerns are caused by the specific activities of LESSEE in the Premises. b. LESSOR shall hold LESSEE harmless and indemnify LESSEE from and assume all duties, responsibility and liability at LESSOR's sole cost and expense, for all duties, responsibilities, and liability (for payment of penalties, sanctions, forfeitures, losses, costs, or damages) and for responding to any action, notice, claim, order, summons, citation, directive, litigation, investigation or proceeding which is in any way related to: a) failure to comply with any environmental or industrial hygiene law, including without limitation any regulations, guidelines, standards, or policies of any governmental authorities regulating or imposing standards of liability or standards of conduct with regard to any environmental or industrial hygiene concerns or conditions as may now or at any time hereafter be in effect, unless such non- compliance results from conditions caused by LESSEE; and b) any environmental or industrial hygiene conditions arising out of or in any way related to the condition of the Tower or Property or activities conducted thereon, unless such environmental conditions are caused by LESSEE. 32. CASUALTY. In the event of damage by fire or other casualty to the Tower or Premises that cannot reasonably be expected to be repaired within forty -five (45) days following same or, if the Property is damaged by fire or other casualty so that such damage may reasonably be expected to disrupt LESSEE's operations at the Premises for more than forty -five (45) days, then LESSEE may, at any time following such fire or other casualty, provided LESSOR has not completed the restoration required to permit LESSEE to resume its operation at the Premises, terminate this Agreement upon fifteen (15) days prior written notice to LESSOR. Any such notice of termination shall cause this Agreement to expire with the same force and effect as though the date set forth in such notice were the date originally set as the expiration date of this Agreement and the Parties shall make an appropriate adjustment, as of such termination date, with respect to payments due to the other under this Agreement. Notwithstanding the foregoing, the rent shall abate during the period of repair following such fire or other casualty in proportion to the degree to which LESSEE's use of the Premises is impaired. 33. CONDEMNATION. In the event of any condemnation of the Property, Premises or Tower, LESSEE, in LESSEE's sole discretion, is unable to use the Premises for the purposes intended hereunder, or if such condemnation may reasonably be expected to disrupt LESSEE's operations at the Premises for more than forty -five (45) days, LESSEE may, at LESSEE's option, to be exercised in writing within fifteen (15) days after LESSOR shall have given LESSEE written notice of such taking (or in the absence of such notice, within fifteen (15) days after the condemning authority shall have taken possession) terminate this Agreement as of the date the condemning authority takes such possession. LESSEE may on its own behalf make a claim in any condemnation proceeding involving the Premises for losses related to the equipment, conduits, fixtures, its relocation costs and its damages and losses (but not for the loss of its leasehold interest). Any such notice of termination shall cause this Agreement to expire with the same force and effect as though the date set forth in such notice were the date originally set as the expiration date of this Agreement and the Parties shall make an appropriate adjustment as of such termination date with respect to payments due to the other under this Agreement. If LESSEE does not terminate this Agreement in accordance with the foregoing, this Agreement MIN Silver Creek Tower Lease Agreement 244490lv2 13 shall remain in full force and effect as to the portion of the Premises remaining, except that the rent shall be reduced in the same proportion as the rentable area of the Premises taken bears to the total rentable area of the Premises. In the event that this Agreement is not terminated by reason of such condemnation, LESSOR shall promptly repair any damage to the Premises caused by such condemning authority. 34. SUBMISSION OF AGREEMENT / PARTIAL INVALIDITY /AUTHORITY. The submission of this Agreement for examination does not constitute an offer to lease the Premises and this Agreement becomes effective only upon the full execution of this Agreement by the Parties. If any provision herein is invalid, it shall be considered deleted from this Agreement and shall not invalidate the remaining provisions of this Agreement. Each of the Parties hereto warrants to the other that the person or persons executing this Agreement on behalf of such Party has the full right, power and authority to enter into and execute this Agreement on such Party's behalf and that no consent from any other person or entity is necessary as a condition precedent to the legal effect of this Agreement. 35. APPLICABLE LAWS. During the Term, LESSOR shall maintain the Property and all structural elements of the Premises in compliance with all applicable laws, rules, regulations, ordinances, directives, covenants, easements, zoning and land use regulations, and restrictions of record, permits, building codes, and the requirements of any applicable fire insurance underwriter or rating bureau, now in effect or which may hereafter come into effect (including, without limitation, the Americans with Disabilities Act and laws regulating hazardous substances) (collectively "Laws "). LESSEE shall, in respect to the condition of the Premises and at LESSEE's sole cost and expense, comply with (a) all Laws relating solely to LESSEE's specific and unique nature of use of the Premises (other than general office use); and (b) all building codes requiring modifications to the Premises due to the improvements being made by LESSEE in the Premises. 36. SURVIVAL. The provisions of the Agreement relating to indemnification from one Party to the other Party shall survive any termination or expiration of this Agreement. Additionally, any provisions of this Agreement which require performance subsequent to the termination or expiration of this Agreement shall also survive such termination or expiration. 37. CAPTIONS. The captions contained in this Agreement are inserted for convenience only and are not intended to be part of the Agreement. They shall not affect or be utilized in the construction or interpretation of the Agreement. MIN Silver Creek Tower Lease Agreement 244490lv2 14 IN WITNESS WHEREOF, the Parties hereto have set their hands and affixed their respective seals the day and year written below. LESSOR: City of Monticello, Minnesota Name: f j f zkr -J-IL Its: Mayor By:� 1 Name:2� Its: City Clerk Date: 6 3 v MIN Silver Creek Tower Lease Agreement 2444901v2 15 LESSEE: Verizon Wireless (VAW) LLC d /b /a V,,Irlzon Wireless By. V Lynn a sey Its: Area i e President Network Date: to 1-.?,l A Remainder of page intentionally left blank Exhibit "A" (Legal Description of Property) Page 1 of 3 Lot C of the Northeast Quarter of the Northeast Quarter of Section Ten (10), Township One Hundred Twenty -one (121), Range Twenty -five (25) and a strip of land one (1) rod wide adjoining the right -of -way of the Great Northern Railroad Company extending from Lot C of the Northeast Quarter of the Northeast Quarter of said Section Ten (10) to Lot Two (2) of Lot B of said Section Ten (10), excepting therefrom track conveyed to Northern States Power Company recorded in Book 242 of Deeds, pages 697 -698 of records. MIN Silver Creek Tower Lease Agreement 2444901v2 Aj —3 4� 0 O CD OQ co 77 CD CD R FES PROFIOSM LESSE 20' WDE- XXM & LrrLrTY RIGHT OF KAY . . .... ...... 4, UNTING EOUPMEKT PADS BY OTHER PMWM LESSEE Y CABLE BRDM EASEIM EY(MG uo TOWER I--, q crq O Exhibit "A" (Sketch of Tower Space) 0 raar 9 LEA ANTENNA SIAM ElD AOL FYpIHiE tYt0 LSq AMENM 9 135.0' ACL i EXt 0 CAY OWNED X-TDOAS Q %.11Sr. CRY OWNED MOPUENr t 85.0' AOL CRA;JE TQ}VER 7'Ti MIN Silver Creek Tower Lease Agreement 2444901v2 Page 3 of 3 tipINC SILVER CREEK Exhibit "B" (Radio Communications Equipment, Antennas and Appurtenances) Page 1 of 1 Twelve (12) antennas at 150 foot centerline above ground level, twelve (12) cable lines from equipment to antennas, equipment building with communications /power supply equipment, telephone and electrical facilities, and all associated equipment and appurtenances related to the aforementioned antennas, lines, equipment and facilities. 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W. 1 M�e...2 WINCSILVERCRE£K - 2661.13 1 carobwa.X«:,n.al«. Ti1pOGRAIR1C 5i:1MrEY VAOHT CO., MNY4ESDTA - ! E. V4 COMER OF SEC. f0, r. 431 N., R.i """ V1 02 V �Q N O N m Z7" �'�x w wrw. aw�M. Ins�ia« !.twrs +�a+iaw.,.rnr.. «..e..:fww l�;mw�an . .Iwrrs.W.sf!e�Jbapb) »� � ro� + a.�i«ev�ode`aa (i RwMiCutlmn Mvu+mani f. WIDE UTILITY O � r O!wY*:RC+I »Im cap/ RIGHT- OF-WAY � � � � X X�•:•",a�+�+r�.+virs,�w:'e+�`ra as ulr.ernao..u«e.0 . a,dw °� KI u u,,..,l.az- dmAw+..e.,n..c+,mat � �SIBXRMUS C:,rfr:e N68'fi3'33"W SE. CORNER OT THE NE. IA OFTHENE m.�a� 1Fi CF N$ECTIOtt 10. T. 124 N. R 25. W. 1 M�e...2 WINCSILVERCRE£K - 2661.13 1 carobwa.X«:,n.al«. Ti1pOGRAIR1C 5i:1MrEY VAOHT CO., MNY4ESDTA - ! E. V4 COMER OF SEC. f0, r. 431 N., R.i """ V1 02 V �Q N O N m Z7" City Council Agenda: 06/13/16 2P. Consideration to approve plans and specifications for interim improvements at the Bertram Chain of Lakes Regional Park — Athletic Park and to authorize advertisement for bids. (AS /SB /TP) A. REFERENCE AND BACKGROUND: The City Council is asked to approve plans and specifications for the previously authorized set of interim improvements in the area the Bertram Chain of Lakes Regional Park Athletic Park. Council is also asked to authorize advertisement for bids as associated with the improvements. The City Council previously approved the preparation of the plans and specifications for 40.17 acres of property at Bertram Park (a portion of parcel 8 and a portion of parcel 1). As part of the Outdoor Recreation grant requirements utilized to acquire the area, the City is required to provide recreation facilities in these areas within three years from the date of acquisition. As the City acquired the first 40.17 acres in June of 2014, recreational facilities will need to be provided on site by June, 2017. The City and County received approval of a land alteration permit required for the site work from the Wright County Planning Commission on May 12th, 2016. The prepared plans and specifications for the interim improvements are consistent with the past Council authorization, and include grading and construction documents for the following: • Gravel entrance drive (base for future paved drive) • Gravel parking area (45 spaces) • 10' bituminous pathway from the gravel entrance drive to regional park entrance /trail connection point • Approximately 20 acres of open play space — suitable for soccer, lacrosse, frisbee WSB will coordinate the bid process will provide construction staking and oversight for the pathway, per contract. The Parks Department will complete the disking and seeding of the 20 -acre play area. WSB will provide grading and staking for these features as per contract. Al. Budget Impact: The cost for the preparation of plans and specifications and the grading plan for interim improvements is included within the $87,358 master planning contract with WSB & Associates. These items are identified as Tasks 3 and 4 within the contract. Regarding the cost of the interim improvements, the City budgeted $200,000 within the Parks Department budget for completion of the noted items in 2016. This amount includes materials for all proposed improvements and the cost of the permit application to Wright County. A2. Staff Workload Impact: The Parks Superintendent has planned for the workload associated with the noted improvements and estimates a total of two full City Council Agenda: 06/13/16 time and one seasonal employee working on the project, for approximately two - three weeks. City equipment will also be utilized for the project. B. ALTERNATIVE ACTIONS: Decision 1: Approve the plans and specifications for interim improvements at the Bertram Chain of Lakes Regional Park Athletic Park and authorize advertisement for bids. 1. Motion to approve the plans and specifications for interim improvements at the Bertram Chain of Lakes Regional Park Athletic Park and authorize advertisement for bids. 2. Motion to deny approval of the plans and specifications for interim improvements at the Bertram Chain of Lakes Regional Park Athletic Park and authorize advertisement for bids. 3. Motion of other. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. Acceptance of the plans and specifications and authorization to bid is consistent with the City's planning efforts to -date for the Bertram Chain of Lakes Athletic Park. In addition, these steps are required in order to move forward toward improvements required by the awarded grant funding. Further, the City has approved a contract which includes the cost of the preparation of the grading plan and improvement plans and specifications. The City has also budgeted the funding necessary to complete the improvements, based on the estimated costs. D. SUPPORTING DATA: • Interim Improvements Estimate • Interim Development [�l�l>,1[�l�[�I��:T�] �_ 1 :3��L�I•��:T�:tli:7_T►�t[�la_ 111[ �I�_ L'/ �� _t�a�lr[�IJ�I :�;�l�ylrl:�1►�tl IMPROVEMENTS BERTRAM CHAIN OF LAKES ATHLETIC PARK INTERIM WSB Project: IMPROVEMENTS Project Location: Monticello, Wright County WSB Project No.: 2596 -110 Date: 6/13/2016 STATEMENT OF ESTIMATED QUANTITIES MN /DOT Specification No. Description Unit Estimated Total Quantity Total 2021.501 MOBILIZATION LUMP SUM 1 $7,665.00 2101.501 CLEARING ACRE 1.50 $2,750 2101.501 GRUBBING ACRE 1.50 $2,750 2105.501 COMMON EXCAVATION (EV) C Y 3728.00 $27,513 2105.523 COMMON BORROW (CV) C Y 2000.00 $23,000 2211.501 AGGREGATE BASE CLASS 5 TON 2067.00 $27,905 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 30.00 $120 2360.501 TYPE SP 9.5 WEARING COURSE MIX (2,B) (3.0" THICK) S Y 2323.00 $41,233 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE TON 16.00 $1,040 2360.502 TYPE SP 12.S NON WEARING COURSE MIXTURE TON 22.00 $1,430 2501.511 18" RC PIPE CULVERT CLASS V L F 64.00 $2,560 2501.511 12" CM PIPE CULVERT L F 30.00 $900 2501.515 18" RC PIPE APRON EACH 2.00 $1,500 2501.515 12" CM PIPE CULVERT APRON EACH 2.00 $800 2573.502 SILT FENCE, TYPE MS L F 1740.00 $5,220 2573.533 SEDIMENT CONTROL LOG TYPE STRAW L F 1240.00 $4,340 2574.508 FERTILIZER TYPE 1 LB 850.00 $850 2575.502 SEED MIXTURE 25 -141 LB 245.00 $3,675 2575.502 SEED MIXTURE 33 -262 LB 10.00 $300 2575.572 RAPID STABILIZATION METHOD 4 S Y 380.00 $950 2575.602 SEEDING ACRE 4.25 $1,063 2575.605 MULCH MATERIAL TYPE 1 ACRE 4.25 $3,400 ESTIMATED CONSTRUCTION SUB -TOTAL CONTINGENCY (10 %) TOTAL $160,962 $16,096 $177,058 Bertram Chain of Lakes Athletic Park Interim Improvements City of Monticello, MN City of Monticello Project # ................. 16CO01 WSB & Associates, Inc. Project ....... #2596 -110 Date ..................... ............................... June 13, 2016 PROJECT LOCATOR MAP Not to scale Drawing Index: 1-1.0 Cover Sheet / Index L1.1 Stormwater Pollution Prevention Plan 1-1.2 Stormwater Pollution Prevention Plan 1-1.3 Stormwater Pollution Prevention Plan 1-1.4 Erosion & Sediment Control Plan L2.0 Removals & Existing Conditions L3.0 Layout Plan L4.0 Grading Plan L5.0 Details z 0 a z Q J X x w z zw C/)o w fr 0 W O z CO Q ui Q C) 0 Qofw z a z U LO CO O 0 w ¢ o a } ED } } a L- m LL O } (n Ow LLI p 0] y CC z w 0 LLJ a U ¢ O zz a O W o � N z w z O =' F w Q F 0 O O O I w �LU �LuQ woLcf) }0W Z 0F Qwow J 0 w 0 z z U) =00Q O � J } m D CE W Q Q � O a - } w Q w LU 0— wQO0 =�QQ N E O Z i � Q E O V � O Y L 4 O a >-.2 V Q J O V m 0 CD 0 0 ti M � O M 7 CO CO s CO x 7 O � LL (n (1 O 7 Z O CO N V C Q M LA Q) M X C r � C Q C v, o d 0 0 0 z Q J J 0 CO CU D N CO SHEET L1.0 UJ Q 0 X 4) i ^A W ^L W O ri, u STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE PROJECT LOCATION%DESCRIPTION PROTECT /SITE NAME: PROJECT NUMBERS: PROJECT LOCATION: BCOL ATHLETIC PARK IMPROVEMENTS WSB #2596 -110 STREET: BRTARWOOD AVE NE CITY: MONTICELLO COUNTY: WRIGHT STATE: MINNESOTA ZIP: 55362 LATITUDE /LONGITUDE: 45.2969/- 93.8555 CONTACT INFORMA"T"ION %RESPONSIBLE PARTIES THE CITY OF MONTICELLO OWNS THE LAND, ADJACENT ROADS, AND EASEMENT AREAS ASSOCIATED WITH THE PROJECT. THE CITY OF MONTICELLO IS THE OWNER PERMITTEE APPLYING FOR PERMIT COVERAGE AND WILL BE RESPONSIBLE FOR DEVELOPING THIS SWPPP AND THE LONG -TERM MAINTENANCE PLAN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM FOR THIS PROJECT (IF APPLICABLE). THE OWNER WILL ENSURE THAT THE DESCRIBED WORK IN THE SWPPP IS BEING COMPLETED BY THE OPERATOR PERMITTEE. OWNER /PERMITTEE: CITY OF MONTICELLO (ANGELA SCHUMANN) 505 WALNUT STREET MONTICELLO, MN 55362 753 - 271 -3224% ANGELA .SCHUMANN @CI.MONTICELLO.MN.US THE PRIMARY CONTRACTOR WILL ENTER INTO A CONTRACT WITH THE CITY OF MONTICELLO TO COMPLETE THE REQUIRED WORK FOR THIS PROJECT. THE PRIMARY CONTRACTOR WILL BECOME (UNDER CONTRACT) THE OPERATOR CO- PERMITTEE ON THE NPDES PERMIT (THROUGH EXECUTION OF A NPDES PERMIT MODIFICATION FORM), AND THEREBY AGREE TO IMPLEMENT THIS SWPPP IN COOPERATION WITH THE OWNER. THE OPERATOR IS RESPONSIBLE FOR DEVELOPING A CHAIN OF RESPONSIBILITY PRIOR TO STARTING CONSTRUCTION (REFER TO SWPPP AMENDMENT SEC'T'ION). THE NPDES PERMIT MODIFICATION FORM SHALL BE SUBMITTED TO THE MPCA AFTER THE PROJECT IS AWARDED TO THE PRIMARY CONTRACTOR, PRIOR TO LETTING THE PROJECT. THE OPERATOR WILL INSURE THAT INDIVIDUALS OVERSEEING OR IMPLEMENTING THE SWPPP HAVE BEEN PROPERLY TRAINED AND THAT CERTIFICATIONS WILL BE MADE AVAILABLE UPON REQUEST. THIS INCLUDES ANY SUB - CONTRACTORS THAT THE OPERATOR EMPLOYS UNDER SEPARATE CONTRACT. THE EROSION CONTROL SUPERVISOR SHALL HAVE AUTHORITY OVER ALL OPERATOR OPERATIONS WHICH INFLUENCE NPDES PERMIT COMPLIANCE, INCLUDING GRADING, EXCAVATION, CULVERT INSTALLATION, UTILITY WORK, CLEARING /GRUBBING, DEWATERING, AND ANY OTHER OPERATION THAT INCREASES THE EROSION POTENTIAL ON THE PROJECT. THE OPERATOR WILL IMPLEMENT AND MAINTAIN BMPS FOR THE DURATION OF CONSTRUCTION PROJECT. THE OPERATOR WILL COMPLETE THE REQUIRED SITE INSPECTIONS, AND IS RESPONSIBLE FOR NPDES PERMIT REQUIREMENTS PART II.B, II.C, III.B -F, IV, V, AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C TO REMAIN IN COMPLIANCE WITH NPDES PERMIT. OPERATOR /PERMITTEE: (TO BE DETERMINED THROUGH TRANSFER OF NPDES -CSW PERMIT) THIS SWPPP WAS PREPARED BY AN INDIVIDUAL THAT HAS BEEN PROPERLY TRAINED IN ACCORDANCE TO PART III.F OF THE NPDES PERMIT. WSB & ASSOCIATES WILL OFFER GUIDANCE FOR COMPLIANCE WITH THE NPDES PERMIT BEFORE, DURING, AND AFTER CONSTRUCTION OF THE PROJECT. SWPPP DEVELOPER: WSB & ASSOCIATES, INC. (GREG BECKIUS) 477 TEMPERANCE STREET ST. PAUL, MN 55141 651- 286 - 8468/GBECKIUS @WSBENG.COM WATER RESOURCE CONTACT: WSB & ASSOCIATES, INC. (JOEY ABRAMSON) 701 XENIA AVE. SOUTH, SUITE 300 MINNEAPOLIS, MN 55415 763 - 270 - 3469 /JABR.AMSON @WSBENG.COM APPLICABLE FEDERAL, TRIBAL, APPLY WHERE THEY CONFLICT. PROVISION, MNDOT SPEC BOOK Greg Beckius Caralmrick4lr�w krir :FPUF11.2017) Gotvtrwbun Ste M crag -1t 1 May 31 2017) P F" mvs % =*"s m 1+bt N. isMr E. +resit r+i eaiaws V&W.VIaWIkrerr& rn^w Erosion and Stomiwater managemeat no bwww eA on awl lift b6on l"jM w1d it C*r a ON ■.rnvn � t�.,� �� urn �rtMloii��+� 4as omm appew hm, such wmrt+kow am i wr. cwdbm *0lgw+ STATE OR LOCAL PROGRAMS: THE MORE STRINGENT OF LOCAL VS. STATE VS. FEDERAL RULES SHALL THE OPERATOR IS RESPONSIBLE TO COMPLY WITH ALL APPLICABLE PERMITS, MNDOT SPECIAL (2016 EDITION), AND MNDOT SPECIFICATIONS 1717. AGENCY CONTACTS 1 - - AGENCY PERMIT NAME PHONE NUMBER /E -MA.IL MPCA (EMERGENCY) NIA STATE DUTY OFFICER 1 -800 -422 -0798 MPCA NPDES -CSW #C000XXXXX DON BERGER 651275- 7235 /DONALD.BERGER @STATE.MN.US ACOE N/A N/A N/A DNR N/A N/A N/A WRIGHT COUNTY LAND USE ALTERATION N/A N/A PROJECT DESCRIPTION & SCHEDULE THE PROJECT INCLUDES CONSTRUCTION A GRAVEL ENTRANCE DRIVE & PARKING /PAVED TRAIL IN PREPARATION FOR THE DEVELOPMENT OF THE BERTRAM CHAIN OF LAKES ATHLETIC COMPLEX SITE. THE MAIN SITE FOR THE FUTURE FIELDS WILL BE DISC SMOOTHED AND SEEDED FOR RECREATION LAWN USE. TENTATIVE CONSTRUCTION SCHEDULE (OPERATOR SHOULD PROVIDE ESTIMATED CONSTRUCTION SCHEDULE TO THE ENGINEER) CONSTRUCTION ACTIVITIES: ESTIMATED DATES OF SOIL DISTURBANCE ACTIVITIES: TEMPORARY SEDIMENT CONTROL BMPS MAY 2015 CLEARING /GRADING, TEMPORARY EROSION BMPS MAY - JUNE 2016 PAVING JUNE 2016 FINAL STABILIZATION JUNE 2016 *THIS IS AN ESTIMATED SCHEDULE. CONTRACTOR TO S UBMI T A FU.r,.L SCHEDULE AS A SWPPP AMENDMENT k PRE - CONSTRUCTION IMPERVIOUS SURFACE AND DISTURBED AREA CALCULATIONS TOTAL AREA TO BE DISTURBED = 21.95 ACRES IMPERVIOUS AREA: PRE - CONSTRUCTION = 0.00 ACRES /POST - CONSTRUCTION = 1.05 ACRES NET INCREASE OF IMPERVIOUS AREA = 1.05 ACRES PERMANENT STORMWATER MANAGEMENT SYSTEMS THE NPDES PERMANENT WATER, QUALITY VOLUME CONTROL AND WATER QUALITY TREATMENT REQUIREMENTS (PART III.D) FROM THE NET NEW IMPERVIOUS SURFACES OF THE PROJECT IS PROVIDED IN THE FILTRATION /INFILTRATION VEGETATIVE STRIPS. THEY WILL BE DESIGNED WITHIN THE GENERAL GUIDELINES OF THE MN STORMWATER MANGUAL. HYDROLOGIC AND WATER QUALITY MODELING DATA IS AVAILABLE UPON REQUEST. LOCATION OF SWPPP COMPONENTS = DESCRIPTION TITLE LOCATION SWPPP NARRATIVE SWPPP NARRATIVE PLAN SET SITE CONDITIONS SWPPP NARRATIVE PLAN SET SITE MAP SWPPP NARRATIVE PLAN SET CONSTRUCTION PHASING /STAGING, BUFFERS, & AREAS NOT TO BE DISTURBED SWPPP NARRATIVE PLAN SET DIRECTION OF FLOW (PRE- /POST - CONSTRUCTION) DRAINAGE PLAN PLAN SET IMPERVIOUS SURFACES CONSTRUCTION PLAN & PROFILE PLAN SET TEMPORARY EROSION & SEDIMENT CONTROL BMPS /STEEP SLOPES (3 :1) TEMPORARY EROSION AND SEDIMENT CONTROL PLAN, SWPPP NARRATIVE PLAN SET PERMANENT EROSION CONTROL BMPS TURF ESTABLISHMENT PLAN, SWPPP NARRATIVE PLAN SET STORM SEWER DRAINAGE PLAN PLAN SET GRADING GRADING PLAN PLAN SET ESTIMATED BMP QUANTITIES ESTIMATED QUANTITIES PLAN SET BMP DETAILS /SPECIFICATIONS MISC. DETAILS, SWPPP NARRATIVE PLAN SET HYDROLOGIC /WATER QUALITY MODELING AVAILABLE UPON REQUEST EXISTING SITE CONDITIONS, SOILS, & WATER RESOURCES SOILS AND NATIVE TOPSOIL: NATIVE TOPSOIL WILL BE STRIPPED AND STOCKPILED FOR FINAL GRADING OPERATIONS, WHERE INDICATED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. METHODS AND EQUIPMENT TO MINIMIZE SOIL COMPACTION (IN PROPOSED INFILTRATION AREAS, DRIP LINE OF TREES TO BE PRESERVED, ETC.)SHALL BE DETERMINED BY THE OPERATOR'S SWPPP AMENDMENT. TRACKED VEHICLES ARE PREFERRED AND WHEELED VEHICLES ARE DISCOURAGED IN THESE AREAS. USDA -MRCS MAPPED SOIL SURVEY UNIT NO., NAME, PERCENTAGE APPROXIMATE PARTICLE SIZE RANGE (MM) TEXTURE, SLOPE PERCENTAGE OF PROJECT SAND (0.05- SILT (0.002- CLAY ([0.002) AREA 2.00 +) 0.45) 1038A - VERNADALE SANDY LOAM, ACID SUBSTRATUM, 0 -2 s; �! . r'' 50 -70 ( :; SLOPES 1038A - VERNADALE SANDY LOAM, ACID SUBSTRATUM, 2-6% ± . 8' 50--70 s 0 50 15 -20° SLOPES D61A - HUBBARD- VERNDALE, ACID SUBSTRATUM, COMPLEX, 24.1_ 50 -700 0 -50m 15 -20% MISSISSIPPI RIVER VALLEY, 0 -3a SLOPES D67A - HUBBARD LOAMY SAND, MISSISSIPPI RIVER 0.70 50 -70° 0 -50% 15 -20a VALLEY, 0-2% SLOPES DESCRIPTION OF RECEIVING WATERS (LOCATED WITHIN 1- MILE) : STORMWATER FROM THIS PROJECT WILL BE CONVEYED INTO SEVERAL DITCHES AND FILTERED THROUGH VEGETATIVE STRIPS. PROJECT DISCHARGE POIN'T'S (OVERFLOWS FROM DITCHES) DISCHARGE TO AN BERTRAM LAKE TO THE SOUTH AND MUD LAKE TO THE EAST OF THE PROJECT. DESCRIPTION OF IMPAIRED WATERS OR WATER SUBJECT TO TMDLS: A SPECIAL AND IMPAIRED WATERS SEARCH WAS COMPLETED USING THE MPCA SEARCH ENGINE ON 04/27/2016. BASED ON THIS REVIEW, THERE ARE NO SPECIAL OR IMPAIRED WATERS (WITH CONSTRUCTION RELATED IMPAIRMENTS) LOCATED WITHIN ONE MILE OF, AND DOWNSTREAM OF ANY PROJECT DISCHARGE POINTS. POTENTIAL FOR SEDIMENT AND /OR OTHER POLLUTANT(S) DISCHARGING FROM THE PROJECT SITE THE TEMPORARY EROSION AND SEDIMENT CONTROL BMPS IN THIS SWPPP HAVE BEEN DESIGNED TO MINIMIZE THE POTENTIAL OF SEDIMENTS DISCHARGING OFF -SITE FROM A 0.5 INCH RAINFALL WITHIN A 24 HOUR PERIOD. THE NOAA ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATE FOR THE PROJECT LOCATION WAS REVIEWED AND USED FOR ANTICIPATED INSPECTION FREQUENCY, BMP DESIGN, AND ESTIMATING CONSTRUCTION ACTIVITIEES IN THIS SWPPP. ATLAS 14 RESULTS DO NOT NECESSARILY REFLECT ANY DESIGN CRITERIA IN THE PERMANENT STORMWATER MANAGEMENT SYSTEM. ROUTINE INSPECTION AND BMP MAINTENANCE BY THE OPERATOR IS CRUCIAL IN ENSURING THE FUNCTIONALITY OF EACH BMP. STEEP SLOPES AND OTHER ENVIRONMENTALLY SENSITIVE AREAS THAT ARE AT A HIGHER RISK OF SEDIMENTATION ARE DEFINED IN THE SWPPP (IF APPLICABLE). CONSTRUCTION PHASING /STAGING, BUFFERS, & AREAS NOT TO BE DISTURBED THE PRESERVED AREAS OF EXISTING VEGETATION WILL BE IDENTIFIED ON THE PLAN SHEETS AS "DO NOT DISTURB AREA ". THE OPERATOR IS RESPONSIBLE FOR PRESERVING A 50 FOOT NATURAL BUFFER OR (IF INFEASIBLE) PROVIDE REDUNDANT SEDIMENT CONTROL BMPS, WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET AND RECEIVES DRAINAGE FROM THE PROJECT'S GRADING LIMITS. THIS REQUIREMENT DOES NOT APPLY TO ADJACENT ROAD SIDE DITCHES, JUDICIAL /COUNTY DITCHES, STORMWATER CONVEYANCES, STORM DRAIN INLETS, OR SEDIMENT BASINS. THERE IS NO CONSTRUCTION PHASING OR STAGING DEFINED BY THE OWNER FOR THIS PROJECT. THE SCHEDULE FOR INSTALLING TEMPORARY BMPS SHALL BE INCORPORATED INTO THE OPERATOR'S WEEKLY SCHEDULE FOR EACH CONSTRUCTION STAGE AND PRESENTED TO THE OWNER'S REPRESENTATIVE (PER MNDOT SPEC 1717.D). z O a z g X w 0 z zw OD [<- La C) -> w 0 w O z Q w J 0 0 ° Q z O 0 ° N w o 0 } m Y 0 LL m w o ><n ow o Cc m Y O Z w w a U w woQ o�! I ° 0z; D Qom° ° FL °WI �F. WoU! U w ! gW °1 0 w CL z z ! U) D w _ ¢ O O Q w > ! }m °I �°�! W CE Q: Q °Wa in LLI a F- ir �° = Q! O O O U) ro b -0 z Q J J O N o 7 N r ° N E O Z i � Q E O V � a O Y L 4- Ri O a V � Q O m 0 h M � O M 7 Co �� x LL o LO L :3 Z o C u > E C O- c7 d1 f X � �� m Q SHEET L1.1 a O .O ^^W 1.� O L i 0 U) ENVIRONMENTALLY SENSITIVE AREAS LOCATED, DESIGNED, INSTALLED, AND MAINTAINED TO PREVENT EROSION FROM A MINIMUM 0.5 INCH TOTAL RAINFALL EVENT WITHIN STEEP SLOPES: EXISTING AND PROPOSED SLOPES 1 IN 3 (33.334 AND STEEPER) THAT ARE PROPOSED TO BE DISTURBED ARE 24 HOURS• g ILLUSTRATED ON THE PLAN SHEETS. STEEP SLOPES MAYBE TEMPORARILY CREATED DURING GRADING OPERATIONS, AT WHICH TIME x w TEMPORARY BMPS MUST BE IMPLEMENTED BY THE OPERATOR (THROUGH AN APPROVED SWPPP AMENDMENT) WITHIN 14 DAYS OF CEASING ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT WORKING ON THE STEEP SLOPE. BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED IN THE SWPPP. ALL ERODED MATERIAL THAT LEAVES THE SITE SHALL BE COLLECTED BY THE OPERATOR AND RETURNED TO THE SITE AT o CONTAMINATED PROPERTIES: THE MPCA'S "WHAT'S IN MY NEIGHBORHOOD" DATABASE WAS REVIEWED ON 04/27/2016. THE RESULTS OF THE OPERATOR'S EXPENSE AND INCIDENTAL TO THE PROJECT COST. oQ L° THIS REVIEW SHOW NO KNOWN CONTAMINATED PROPERTIES OR LEAK SOURCES LOCA'T'ED WITHIN AND .ADJACENT TO THE PROTECT LIMITS. cr TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED AS SOON AS POSSIBLE, BUT NO LATER THAN THE END OF THE NEXT STORMWATER POLLUTION MITIGATION MEASURES (AS IDENTIFIED FROM ENVIRONMENTAL REVIEW) : THE AUTHORIZED WORK/EXTENT OF FORK DAY FOLLOWING THE DAY EARTH- DISTURBING ACTIVITIES IN THAT PORTION OF THE SITE HAS TEMPORARILY OF PERMANENTLY ° THE PROJECT IS NOT LOCATED NEAR THE DEPRESSION THAT WAS INDICATED AS A POTENTIAL WETLAND IN THE LEVEL 1 REVIEW THAT CEASED. ALL EXPOSED SOIL AREAS SHALL BE STABILIZED WITHIN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF '� o0 Q WAS COMPLETED DURING THE FEASIBILITY PHASE OF THE PROJECT. THE SOIL IS NON- HYDRIC AT THE SITE. THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. INITIATED STABILIZATION IS DEFINED AS COMPLETING ONE (OR MORE) OF ON THE FOLLOWING: SOIL PREPARATION FOR VEGETATION, MULCHING (OR OTHER TEMPORARY NON - VEGETATIVE BMP), SEEDING /PLANTING, o a KARST AREAS: THERE ARE NO KNOWN KARST AREAS WITHIN OR ADJACENT TO THE PROJECT LIMITS. OR SCHEDULING STABILIZATION MEASURES TO BE FULLY INSTALLED AND COMPLETED WITHIN THE 14 DAY TIMEFRAME. Q m U- m w o SITE PLAN REQUIRED AREAS: NO AREAS OF "HIGH ENVIRONMENTAL RISKS" ARE KNOWN TO BE LOCATED WITHIN OR IMMEDIATELY ALL EXPOSED SOILS WITHIN 200 FEET AND DRAINING TO A DNR PUBLIC WATERS MUST BE STABILIZED WITHIN 24 HOURS OF LL ><n m ui Y ° 0 ADJACENT TO THE PROJECT LIMITS. TEMPORARILY OR PERMANENTLY CEASING WORK DURING THE FISH SPAWNING PERIOD. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT 0 a w SILT, CLAY, OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND FLOOD CONTINGENCY PLAN: NO PROJECT ACTIVITIES ARE LOCATED WITHIN A 100 -YEAR FLOODPLAIN OR FLOODWAY, THEREFORE, A STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS FLOOD CONTINGENCY PLAN IS NOT REQUIRED. THE PROJECT ENGINEER (.AT THEIR DISCRETION) MAY REQUIRE A PREVENTATIVE, FLOOD REQUIREMENT. Ir 0 CONTINGENCY PLAN FOR SPECIFIC PROJECT ACTIVITIES AND AREAS THAT ARE NOT LOCATED IN A 1010 -YEAR FLOODPLATN OR 0 ooz °o FLOODWAY. TEMPORARY & PERMANENT EROSION CONTROL BMPS Za-g: RAPID STABILIZATION METHOD #1: THIS METHOD SHALL CONSIST OF TYPE 1 MULCH (2 TON PER ACRE) WITH DISC ANCHORING BE Woo FISH EXCLUSION DATES: PROJECT ACTIVITIES ARE NOT PROPOSED WITHIN ANY DNR WATER CROSSINGS. FISH EXCLUSION DATES DO SPREAD IN AREAS THAT HAVE BEEN UNWORKED FOR 14 DAYS. THIS METHOD SHALL BE USED ON SLOPES OF 3 :1 AND LESS. OPERATOR �5 NOT APPLY TO THIS PROJECT. MUST APPLY MULCH IN A UNIFORM PATTERN OVER THE DISTURBED SOILS TO ACHIEVE A MINIMUM OF 90% GROUND COVER. w°D) u) U) )2W= - if Q o gwLl J WETLANDS: THERE ARE NO WETLAND IMPACTS PROPOSED WITH THIS PROJECT. RAPID STABILIZATION METHOD #4: THIS METHOD SHALL CONSIST OF CATEGORY 3 EROSION CONTROL BLANKET (NATURAL NET ONLY) IN azzu) =DwQ J o COMBINATION WITH MNDOT SEED MIX 22 -111 (2 LBS PER 100 SQ. YD.) AND TYPE 3 SLOW RELEASE FERTILIZER (8 LBS PER 100 SQ. QowJ= INSPECTION, SWPPP AMENDMENTS, RECORD KEEPING, & TRAINING YD.) . THIS IS AN ACCEPTABLE BMP FOR DISTURBED AREAS ADJACENT TO ENVIRONMENTALLY SENSITIVE AREAS, SURFACE WATERS, AND } m Q W r 1. THE SWPPP CHAIN OF RESPONSIBILITY MUST BE AMENDED BY THE OPERATOR WHEN THE IDENTITY OF RESPONSIBLE SITE WITHIN THE LAST 200 FEET OF DITCH BOTTOMS. W�az OPERATORS (EROSION CONTROL SUPERVISOR, SUB - CONTRACTORS, ETC.) ARE KNOWN. U a }waw 2. THE OPERATOR MUST INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE SOD /SEED MIX: MNDOT SEED MIX AND /OR SOD WITH APPROPRIATE MNDOT FERTILIZER WILL BE USE AS PERMANENT COVER FOR ALL wa ~= z ° CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. THE OPERATOR SHALL EXPOSED GROUND AREAS PER MANUFACTURERS SPECIFICATIONS. w Ir PROVIDE A RAINFALL GAUGE ON -SITE, WITHIN ONE MILE OF THE SITE, OR SOURCE OF THE WEATHER REPORTING SYSTEM THAT USES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES. THE LOCATION AND SOURCE OF THE RAINFALL GAUGE OR EROSION CONTROL BLANKET: A MNDOT CLASSIFIED EROSION CONTROL BLANKET SHALL BE ADDED IN COMBINATION WITH SEED N REPORTING SYSTEM MUST BE DOCUMENT IN THE FIRST SWPPP INSPECTION REPORT. THE INSPECTION FREQUENCY MAY BE REDUCED MIX /FERTILIZER TO ALL AREAS SLOPED AT 3:1 OR GREATER, HIGH PRIORITY AREAS, AS WELL AS IN OR NEAR DITCH BOTTOMS TO TO ONCE PER MONTH, IF SITE CONDITIONS MEET PART IV.E.3 OF THE NPDES PERMIT. ALL INSPECTIONS AND MAINTENANCE ESTABLISH PERMANENT EROSION CONTROL. C C a CONDUCTED MUST BE RECORDED IN WRITING BY THE OPERATOR AND RETAINED WITH THE SWPPP. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: HYDRO -MULCH TYPE #3884.B: HYDRAULIC SOIL STABILIZER IN COMBINATION WITH A TACKIFIER WILL BE INSTALLED PER > O A. DATE, TIME, AND NAME OF PERSON(S) CONDUCTING INSPECTIONS; MANUFACTURERS SPECIFICATIONS TO EXPOSED SOILS AREAS TO PROVIDE TEMPORARY LONG -TERM OR PERMANENT COVER FOR VEGETATION Z B. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; ESTABLISHMENT. Q w E ; C. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); INCLUDING — DOCUMENTATION /PHOTOS OF IMPLEMENTED BMPS INTENDED TO CORRECT A PROBLEM BUT FAILED. TEMPORARY WINTER COVER: AREAS OF EXPOSED SOILS THAT ARE NOT COMPLETED BEFORE THE WINTER WILL BE STABILIZED WITH TYPE O D. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCHES) IN 24 HOURS; #3 (CERTIFIED AS WEED FREE) ADJACENT TO WETLAND OR STORMWATER PONDS. ALL OTHER DISTURBED AREAS SHALL BE STABILIZED E. DOCUMENTATION OF CHANGES MADE TO THE SWPPP. WITH TYPE #1 MULCH, UNLESS ALTERNATIVE MORE PROTECTIVE BMPS ARE SPECIFIC WITHIN THE SWPPP. ALL EXPOSED SOILS SHALL 3. SWPPP AMENDMENTS AND SITE PLANS WILL BE PREPARED BY THE OPERATOR AND SUBMITTED TO THE OWNER FOR REVIEW AND BE STABILIZED BEFORE CONSTRUCTION IS COMPLETED FOR THE SEASON. O O WRITTEN APPROVAL BY THE PROJECT OWNER (OR DESIGNATED REPRESENTATIVE) . ALL OWNER ACCEPTED AND DENIED SWPPP AMENDMENTS AND SITE PLANS MUST BE RECORDED IN WRITING RETAINED WITH THE SWPPP. STORM SEWER OUTLETS: PIPE OUTLETS MUST HAVE TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER 4- Ri 4. THE SWPPP SHALL BE AMENDED TO INCLUDE ADDITIONAL OR MODIFIED BMPS, DESIGNED TO CORRECT IDENTIFIED PROBLEMS OR HYDRAULIC CONNECTION TO A RECEIVING SURFACE WATER. O a O ADDRESS SITUATIONS (UNDER PART IIT.B OF THE NPDES PERMIT), PRIOR TO CONDUCTING SPECIFIC STAGES /PHASES OF THE a PROJECT, AS REQUIRED BY THE OWNER AND DEFINED IN THIS PROJECT SWPPP. CONSTRUCTION ACTIVITY REQUIREMENTS (PART IV.) : SEDIMENT CONTROL, PROCEDURES, & MAINTENANCE STANDARDS 5. THE SWPPP (ORIGINAL OR COPIES) , ALL CHANGES TO THE SWPPP, PROJECT MANUAL., AND INSPECTIONS /MAINTENANCE RECORDS PERIMETER CONTROL BMPS SHALL BE INSTALLED ON ALL DOWN GRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER AREAS, PRIOR MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE OPERATOR WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE TO INITIATING UPGRADIENT LAND DISTURBANCE ACTIVITIES. UPLAND PERIMETER CONTROLS BMPS SHALL BE PLACED AS CLOSE AS Q SITE. THE SWPPP CAN BE KEPT IN THE FIELD OFFICE OR ON -'SITE VEHICLE DURING NORMAL WORKING HOURS, POSSIBLE TO FOLLOW A SINGLE CONTOUR ELEVATION. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR MAINTAINED WHEN THEY J 6. THE OPERATOR MUST ASSIGN A TRAINED INDIVIDUALS) (PURSUANT TO PARTS III.A.3 & III.F) TO OVERSEE THE BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE FENCE. ALL REPAIRS MUST BE COMPLETED BY THE IMPLEMENTATION, MAINTENANCE, AND REPAIR OF BMPS. THIS INDIVIDUALS) SHALL ALSO PERFORM INSPECTIONS, REVISE /AMEND END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. FLOATING SILT CURTAIN m THE SWPPP (DOCUMENT IN SWPPP AS NECESSARY), AND BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON SHALL BE INSTALLED AS CLOSE TO THE SHORELINE AS POSSIBLE FOR SHORELAND /IN -WATER SHORT -TERM CONSTRUCTION ACTIVITIES. REQUEST BY THE PERMITTED OWNER (OR ITS DESIGNEE), LOCAL GOVERNMENT UNITS, OR MPCA. AFTER THE SHORT -TERM ACTIVITY IS COMPLETE, AN UPLAND PERIMETER CONTROL MUST BE INSTALLED IF EXPOSED SOILS CONTINUE TO DRAIN TO THE SURFACE WATER. POLLUTION PREVENTION MANAGEMENT MEASURES POTENTIAL SOURCES OF POLLUTANTS FROM CONSTRUCTION ACTIVITIES INCLUDE: SURFACE WATERS INCLUDING OFF -SITE AND DOWNSTREAM DRAINAGE DITCHES, CATCH BASINS, AND CONVEYANCE SYSTEMS, .MUST BE • SEDIMENT AND FUGITIVE DUST GENERATED FROM CLEARING AND GRUBBING, IMPORT /EXPORT OPERATIONS, REMOVALS /COMPACTION, INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. THE REMOVAL AND STABILIZATION OF EXPOSED SOILS MUST TAKE MASS /FINE GRADING, EXCAVATIONS, TRENCHING, TOPSOIL STRIPING STOCKPILING, WET /DRY PAVEMENT CUTTING, STREET PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. IF CONSTRUCTION. PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE i BASIC /ACIDIC PH LEVELS FROM CURB AND GUTTER, MANHOLE STRUCTURES, SIDEWALKS, DRIVEWAY APRONS, FOUNDATIONS, BRIDGE PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE, AND FEDERAL AGENCIES AND RECEIVING ANY ABUTMENTS, WET /DRY PAVEMENT CUTTING, MASONRY WASHOUT /CLEANOUT. APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. • EXCESS NUTRIENTS FROM LANDSCAPING INSTALLATIONS, SOIL ADDITIVES, FERTILIZATION, MULCHING. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UP GRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT 0 HYDROCARBONS FROM STREET CONSTRUCTION, DEMOLITION /REMOVALS, WET /DRY PAVEMENT CUTTING. BMPS DUST BE INSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL o • PRACTICES. ° OPERATOR WILL COMPLY WITH ALL OF THE POLLUTION PREVENTION AND MANAGEMENT MEASURES IDENTIFIED IN THE NPDES -CSW M PERMIT, PART IV.F.1 -4. OPERATOR WILL SUBMIT A SPILL PREVENTION AND RESPONSE PLAN (SPRP) TO THE ENGINEER PRIOR TO ANY TEMPORARY & PE�+►«NT SEDIMENT Ct]NTROL BMPS, c CONSTRUCTION ACTIVITY. STORAGE AND DISPOSAL OF CONSTRUCTION AND HAZARDOUS WASTES MUST BE IN COMPLIANCE WITH MPCA SEDIMENT CONTROL LOGS: BIOROLLS WILL BE STAKED PLACED IN ACCORDANCE TO THE PLAN SHEETS WHERE THE SITE SLOPES OFF OF X. L (p N REGULATIONS. THE PROJECT LOCATION AT A 1 :3 OR LESS AS WELL AS AROUND TEMPORARY STOCKPILES. BIOROLLS WILL BE FILLED WITH A STRAW o� U �� o MATERIAL AND CLEANED OUT OR REPLACED WHEN THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE ROLL. �E CONSTRUCTION ACTIVITY' REQUIREMENTS ( PART IV.): EROSION CONTROL, PROCEDURES, & MAINTENANCE STANDARDS m y 4 ° [0 O � U THE OPERATOR IS RESPONSIBLE FOR THE INSTALEA ION, OPERATION, AND CONTINUED MAINTENANCE OF ALL TEMPORARY AND MACHINE SLICED SILT FENCE: SILT FENCE WILL BE PLACE IN ACCORDANCE TO THE PLAN' SHEETS WHERE THE SITE SLOPES OFF OF E Q co 0 ' X= �° PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE THE PROJECT LOCATION AT MORE THAN 1 :3 GRADIENT AS WELL AS NEAR CRITICAL WETLAND AREAS WITH A SECONDARY REDUNDANT E _ ° • o rn DURATION OF THE CONSTRUCTION WORK AT THE SITE, UNTIL FINAL STABILIZATION IS ACHIEVED. ALL BMPS MUST BE ADEQUATELY BMP. THE BMP WILL BE CLEANED OUT OR REPLACED WHEN THE SEDIMENT REACHES 1/2 THE HEIGHT OF THE FENCE. m \ o 5 Q SHEET L1.2 z O TEMPORARY SEDIMENTATION BASINS: WHERE 10 OR MORE ACRES OF DISTURBED ,SOIL DRAIN TO A COMMON LOCATION, A TEMPORARY z SEDIMENT BASIN MUST BE PROVIDED PRIOR TO RUNOFF LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS. ALL n W TEMPORARY BASINS SHALL BE CONSTRUCTED AND OPERATIONAL PRIOR TO GRADING 10 OR MORE ACRES. BASINS MUST PROVIDE A LIVE'g�� STORAGE VOLUME FROM A 2 -YEAR 24 -HOUR STORM EVENT FROM EACH ACRE (DISTURBED AND UNDISTURBED) DRAINING TO THE BASIN. � $l�rnt AT A MINIMUM, IF CALCULATIONS ARE NOT PERFORMED THE BASIN SHALL PROVIDE 3,600 CUBIC FEET OF LIVE STORAGE FROM EACH o ACRE. THE BASIN INTAKE MUST BE DESIGNED TO WITHDRAW WATER FROM THE SURFACE, PREVENT SHORT CIRCUITING AND THE F o0 DISCHARGE OF FLOATING DEBRIS, INCLUDE AN EMERGENCY OVERFLOW ABOVE THE LIVE STORAGE ELEVATION, AND PROVIDE ENERGY Ln D ISSIPATION AT THE BASIN OUTLET. BASINS MUST BE DRAINED AND SEDIMENT REMOVED WHEN THE DEPTH OF COLLECTED SEDIMENT IN hm 1-Mae Buffer O o w THE BASIN REACHES 1/2 THE LIVE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY,, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. IF A BASIN IS INFEASIBLE WITHIN THE PROTECT LIMITS, EQUIVALENT SEDIMENT 10388 ' D1�+�.R Public � 1224 Q CONTROL BMPS MUST BE IMPLEMENTED AND DOCUMENTED' IN THE SWPPP OR SWPPP AMENDMENT. ' o z 00 Q ° W C3 0 N - N o z W O ° o a TEMPORARY STOCKPILES: ALL STOCKPILES MUST HAVE SILT FENCE OR EQUIVALENT PERIMETER SEDIMENT CONTROLS IMPLEMENTED AND r�.b w U) MAINTAINED AT ALL TIMES. PILES CANNOT BE PLACED IN BUFFER AREAS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES •' � Impaired Waters � SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE TO PREVENT STORMWATER •*�,+5' °w RUN -ON INTO THE STOCKPILE. �'�� ; � Not Hsghiy Erodible Land w }w Z v o o 8 Q Q w W CONSTRUCTION SITE ENTRANCE /VEHICLE TRACKING: OPERATOR MUST MINIMIZE SEDIMENT FROM LEAVING THE CONSTRUCTION SITE (OR - iPolentialtyHighly Erodrble Land ONTO STREETS WITHIN THE SITE) BY IMPLEMENTING BMPS SUCH AS ROCK PADS, SLASH MULCH, CONCRETE OR STEEL WASH RACKS, OR .PI 12,E •`' _ Ir EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED DAILY DURING CONSTRUCTION OPERATIONS IF SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO) THE STREET. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PANED SURFACES (ON � - � � ;� � � Highly Erodible L dW .a � - ` n z w o `� °W ° AND OFF -SITE) WITHIN 24 HOURS OF DISCOVERY, OR SOONER AS DIRECTED BY THE PROJECT OWNER. MULTIPLE STREET SWEEPINGS AT �� ,y rt4 2 OD THE OPERATOR'S EXPENSE MAY BE REQUIRED ON ALL ENTRY /EXIT POINTS TO THE SITE AT THE DISCRETION OF THE PROJECT OWNER.' �,.v.- • q ! LL ov�O FL WwQ INLET PROTECTION: ALL STORM DRAIN INLETS (INCLUDING DOWN GRADIENT, OFF -SITE) MUST BE PROTECTED BY APPROPRIATE BMPS ' o dam. r ��w= z° DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. SILT FENCE ef a- j IS NOT AN ACCEPTABLE CATCH BASIN INLET PROTECTION BMP, CONTACTOR SHALL CLEAN, REMOVE AND DISPOSE OF SEDIMENT, AND /OR Ilk zzco _j REPLACE STORM DRAIN INLET PROTECTION ON A ROUTINE BASIS TO ENSURE THE DEVICE IS FULLY FUNCTIONAL PRIOR TO THE NEXT ' O w _�J w = 0 � N FORECASTED PRECIPITATION EVENT (30d OR GREATER) . INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A _.. ♦� _.._ -- a _ �mQW r SPECIFIC SAFETY CONCERN (STREET FLOODING /FREEZING) HAS BEEN IDENTIFIED AND THE PERMITTEE(S) HAS RECEIVED WRITTEN W1Q? CORRESPONDENCE FROM THE JURISDICTIONAL AUTHORITY (E.G. CITY /COUNTY /TOWNSHIP /MNDOT ENGINEER) VERIFYING THE NEED FOR _ O a - }WOW REMOVAL, WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP AND AVAILABLE WITHIN 72 HOURS UPON REQUEST. ,� � oI =�QQ a ° PERMISSION TO REMOVE INLET PROTECTION BASED ON A SPECIFIC SAFETY CONCERN MUST STILL BE OBTAINED FROM THE LOCAL L) , JURISDICTIONAL AUTHORITY WITHIN 30 DAYS OF REMOVAL. CHEMICAL TREATMENTS: OPERATOR MUST AMEND THE SWPPP TO INCLUDE THE INTENDED USES AND LOCATIONS OF FLOCCULANTS, POLYMERS, AND OTHER SEDIMENTATION TREATMENT CHEMICALS. CHEMICAL TREATMENTS MAY ONLY BE APPLIED IN AREAS WHERE TREATED STORMWATER IS DIRECTED TO A RECEIVING SEDIMENT CONTROL SYSTEM (NOT DIRECTLY DISCHARGED TO NATURAL WATER CD C a � BODIES) . THIS INCLUDES DOCUMENTING THE EXPECTED SOIL TYPES, MANUFACTURER'S RECOMMENDED DOSING, APPLICATION '`• O .0 L_ _w RATES /QUANTITIES, AND MONITORING RESULTS (TURBIDITY, PH). CL TEMPORARY/ PERMANENT DRAINAGE DITCHES & SWALES: THE NORMAL WETTED PERIMETER (2 -YEAR, 24 -HOUR PRECIPITATION EVENT) OF _ ' ANY TEMPORARY OR PERMANENT DRAINAGE DITCH, CHANNEL, OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION i SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN THE LAST 200 LINEAL FEET FROM THE PROPERTY EDGE, .E OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER WITHIN 24 HOURS OF CONNECTION. THE REMAINING PORTIONS OF THE CHANNEL MUST BE STABILIZED WITHIN 14 DAYS.. ALL STORMWATER CONVEYANCE CHANNELS MUST USE EROSION CONTROL AND VELOCITY 1 .... T 0 DISSIPATION DEVICES WITHIN AND ALONG THE LENGTH OF THE CHANNEL AND AT ANY OUTLETS. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A TEMPORARY SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO f ROLLS, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER O BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. MULCH, HYDROMULCH, TACKIFIER, OR POLYARCRYLAMIDE BELOW THE WETTED PERIMETER OF A DITCH, SWALE, OR OTHER SURFACE WATER CONVEYANCE ARE NOT ACCEPTABLE STABILIZATION. - - — DUST CONTROL: DUST FROM THE SITE WILL BE CONTROLLED BY INCREASED STREET SWEEPING AND /OR USING A MOBILE PRESSURE -TYPE ► _'I, Ak A Q DISTRIBUTOR TRUCK TO APPLY POTABLE WATER TO DISTURBED AREAS. THE MOBILE UNIT WILL APPLY WATER AT A RATE NECESSARY TO _ � �� F - ' t J E PREVENT RUNOFF AND PONDING. .q DEWATERING, STREAM DIVERSION, AND BASIN DRAINING • HE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN AND NARRATIVE TO THE WHEN DEWATERING OR BASIN DRAINING IS REQUIRED, T ` __ - r -��' PROJECT ENGINEER FOR APPROVAL 10 DAYS PRIOR TO UNDERTAKING THESE ACTIVITIES. DEWATERING PLAN MUST INCLUDE BMP'S TO - r► PREVENT SEDIMENT TRANSPORT, EROSION, AND ADVERSE IMPACTS TO DOWNSTREAM RECEIVING WATERS. _L _ FINAL STABILIZATION - FINAL STABILIZATION IS ACHIEVED WHEN NPDES CGP PARTS IV.G.1 -5. ARE COMPLETED PRIOR TO SUBMISSION OF THE NOTICE OF - TERMINATION TO MPCA. SEE PERMANENT EROSION CONTROL PRACTICES FOR SPECIFIC METHODS AND APPLICATIONS._ It ey..d {{ CD ox ower j _• y n : a 'fir LL fA � 0 2, 500 -.2 Z F, '• j E m 'o E m to r v Figure 1. SWPPP Resource Map a a) � � 3: • c m o • Q SHEET L1.3 LEGEND: DISC SMOOTH AND + + SEEDING (BY OWNER) &MULCH DSEED (MNDOT SEED MIX 25 -141) SEED & MULCH (MNDOT SEED MIX 33 -262) v- � iii ii v v -- 963- ADJACENT _LAND - AGRICULTURE USE I PR RTY LINE - TYP. II I II,II I 1 / II I III \ / / --965 - -- / 'I SEDIMENT CONTROL LOG o`O, ,'' TYPE 3897.A (STRAW) - (TYP.) BUILDING SETBACK LINE -TYP ' i �' `- i \ — _ z 0 zz Q J X W ba ` _ \ 0000 0 - - - -� - - - -- _ _ _ -- = - -\\ '' 1 OWN 0000 0000000 _ — - - - -- _ - - - -- �� I '' /''/ zW 0000 00 - - OOOO p -- - - -- ----------------------- I ��,�� 9 , 1 , ° - - p0000 � 6 I > Lu 0- I 1 CE �- $ I I 50 SETBACK I'' ' 0 I I REFER TO NOTE 6 $ PARCEL 1 ' l - ' Q ° f W \ / W 1 $� �' � ' /' 6 � v v I I ' z 0 LO cl h I p �7 ---------- T- - -J I 1 I 0 w O o \ I I I i' \ z \ I 967 �v I i v`v `vv I j Q RAPID STABILIZATION METHOD 4 J - i i 9 t\ \ `` ; 0 $ I \I i' i i i i w m �' o w ° 970.00 EX $I \\ \ Q z W ° LLJ V I \\1 \ U) a ° ¢ I + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ SEED & MULCH o Q ui + + + + ± � — +- --ham' --� (MNDOT SEED MIX 25 -141) I it v� ° <) ° co 0 CE Lu 1 50 NATURAL BUFFER TO BE \ I \ /I / I \ � \ \\ \ Z a Q � d' + + + + + + + + + + + + + + ` 0DJ SEED & MULCH '� I ' ! MAINTAINED DURING CONSTRUCTION \\ < 1 ° ° + + + + + + + + + + - I I, \ ,F + + + + + + + + + + + + + + + (MNDOT SEED MIX 33 -262) I I\ \\ \I o o - a) Lu / v ��WZ o + + + + + + + + + + + + + + `\ ,'' ' 9 i } L W \I \ / 6 z�°LL Q ° + + + + + �� + + + + + + ± + + - ) / <Lu 0 �� -j Q U + + + + + + + \ + + + + + + + + \ ; Q W } w a O + + + + + + +`\ + + + + ' + + + I I; i \\ 1�_ - -- o C ADJACENTILAND - \ - - -- > Co W I + + + + + + + +\ + + + + + + '''I L 0 0 0 AGRICULTURE USE / CE Q D ii l' I + + + + + + + + + + + + - ` i 0 - + + + + + + + + + + + + + + + I \ i , -- -- Lu a = w I � I 1 \ + + + + + + + + + + + + + + - / = <zQ 0 RAPID STABILIZATION METHOD 4 i�, I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +'1 + + + - - -- �� ' C + + + + + + + + + + + + + + I I + + + + + + + + + + + + + + PARCEL I > — + \\ + + + + + + + + + + + +\ + + - PAR c 0 + + + + + + + + + + + + + + , 5Z Q + + + + + + + + + + + + +\\ + O +1, + + + + + + + + + + + +��._ + \\—ADJACENT LAND - + + + + + + + + + + + + + I I `\ 6. - _ �••+ AGRICULTURE USE + ' + + + + + + + + + + + + + + - L + + + TEMPORARY STABILIZATION (BY OWNER): + + I 50 SETBAT\I + + + REFER TO NOTES + + + - ` ' 96� O .� +' + + fi fi fi fi fi fi fi fi fi + + - Y + +`. + + + + + + + + + + + + + �vv 4- Q� Aki 4' + + + + + + + + + + + + + + + I _- - - -- -- \\ + + + + + + + + + + + + + + + -- - - - - -- Iy + + + + + + + + + + + + + I V + + + + + + + + + + , + + + - + + - - -�' Q 0 M + + +i + + + + + + + + + + + + + + + + + + + + + + I + i I �I W ii I I + + �+ + + + + + +i + ,/+ + , +' + + m + + +' + + + + + + ' + 4- + + + + SILT FENCE TYPE 3886 (MS) + + i + + + + + +�'�+ + + -'+ + + + + + + + + + /' + / + + + + + + + + + + + +' + + + '+ + + + + I EROSION CONTROL NOTES: II Qel + + ; + + + + '+ + + + + + + + + I 1. ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND + I + + + +'' + + ± ' + + + + + + + ; 'I 6a "', PASSABLE AT ALL TIMES. ADJACENT STREET AND CURB LINE TO BE SWEPT FREE + i + + +' + + +'' +' + + + + OF DEBRIS AT THE END OF EACH WORK DAY, OR AS OFTEN AS NEEDED TO + + + +,' + + ,�-' + ,-�' + + + + +� T \19, v ��+ + + _ �••�T - �� -"+ + sv I ENSURE PUBLIC SAFETY. — — + �/+ + - + '+ + , -'+ + ' ;'+ + + + + \�\ I 2. A ROCK CONSTRUCTION ENTRANCE WILL BE PLACED AT ALL ENTRANCES THAT I, K �+ +; + +,' + ,+ + -''+ ±,''+ + + + + - CONSTRUCTION LIMITS -TYP. ��, "� LEAD TO THE PROJECT SITE IN ACCORDANCE WITH THE STORMWATER ®Q ST + + + I + + + +- + + + + + + + - -\ I POLLUTION PREVENTION PLAN AND THE APPROVED STANDARD DETAILS. + ° + + + / + + + + + + - 96 + + + c + �(o+ 6 -''+ + + + + + + I �� i \ \\ 3. ALL STORM SEWER STRUCTURES SHALL BE PROTECTED FROM INFILTRATION OF o ' I + + + ; + ,'+ /+ ►' + + + + + \\ SILT DURING CONSTRUCTION BY APPROVED INFILTRATION PROTECTION. o CD III. I i+ + + rr/ + /' + + + �+ + + + + + -,' 963' \\ l \`\ 4. STABILIZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF M I+ + + + I + + _ _ + + + + + + + + / i \ `, / = CO PROPERTY LINE - TYP. ;II '' - '' ' I ESTABLISHMENT WHENEVER POSSIBLE. co + + + + + + ,+ + + + + + + '`I P R CEL 88 1 _ 5. IN THE EVENT THAT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED a) � o + + + + +\ + ±/ + + + + + + + WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA HAS - E • + + +1 + 1 + + + ' I' - CEASED RAPID STABILIZATION TYPE 1 MUST BE SCHEDULED TO OCCUR WITHIN _ ° M cm v A X = a o ._ • 1 _ THAT 14 DAYTIME FRAME (EXCEPT WHERE CALLED OUT BY NOTE #6) 2 1 966.39 ESC -30 SETBACK 6. RAPID STABILIZATION METHOD 4 SHALL BE EMPLOYED WITHIN 200. OF THE NWP ..1 ,- \ , — - -''—'' ' • / 1 OF ALL DISCHARGE POINTS WITHIN 24 HOURS ADJACENT LAND 7. IN THE EVENT THAT DEWATERING OPERATIONS NEED TO OCCUR, A DEWATERING Qg \ 9�K , �\ - COUNTY PARK - - -965 _- _ ; - -- \\ - __ -; - - -- \' 966 - - - - -- w goo ,zoo -= s OPERATIONS TAKE PLACE. THE PLAN MUST BE DEVELOPED IN ACCORDANCE 1 - EROSION AND SEDIMENT CONTROL PLAN ---------- - - --- ` WITH THE SWPPP GUIDELINES. SHEET - \ ,- - - --- - - - - -- - -- -= Sc e i fi' 1.4_ — - -, - - - - -- - -_ .4 -- al in Fee L1 M 970.00 EX REMOVE EXISTING FIELD APPROACH ADJACENT LAND - AGRICULTURE USE PROPERTY LINE - TYP. \ ADJACENT LAID - AGRICULTURE USE Ilii li v --,--. / , rI I �RTY LINE - TYP. ; II II ; I ul 968 BUILDING SETBACK LINE - TYP Ir I �I I� I I II I f� I J' I III e Doti `I I II _ I F I !I III li I, it I I s ati Ill�i I II I I I II��I I I I �I 1 II 5 II �oti hl ry !I � !! Doti I III III I I i III I I .% III �ti � P5 a 1 u I , I Nth / REMOVALS AND EXISTING CONDITIONS _ _ — — 30 SETBACK - - -- —I`\ — — — — — -968 / � I � I � I ' I 1 ' 0 6> 50 SETBACK \I I - PARCEL 1B AI v9, IX g68 - - - - -- II I \ I � 9 I \ EXISTING WIND BREAK /GROVE \ I , I ADJACENT LAND - - \\ I I \\ AGRICULTURE USE \ I \ 1 REMOVE TREES WITHIN THIS AREA - NOTE THAT I ' THE TRAIL WILL BE STAKED I PARCEL 1 A AND ADJUSTED IN THE \ II \ FIELD DURING I CONSTRUCTION TO �\ MINIMIZE TREE REMOVALS \I I / ,,,---- - - - - -- - -966, L f \ \\ 111 ASSOCIATED WITH THE - TRAIL CONSTRUCTION 50 SETBACK '\ EXISTING AGRICULTURAL FIELD - ------------------------------------ - - - -- ------- - - - - --- - - - - -- ----------------- ` \ I do v I A A\ \ \\ Go / 5 i I \ � Lo --------- , 963 vvv `} 2 / -PARCEL ,I �-' _r - - — 966.39 ESC 30 SETBACK =� 1 _ —I i ' f = " - - -- 96 IL - -— ADJACENT LAND =-- ----- - - - --- —`\ cS 5_ ;= - - -- COUNTY PARK - -- / I � , \ � I 11 1 11 11 11 Scale in Feet z O z Q J X W o z zw o� C/)o CE Q W f- 0 z U) Q ui J Q O 0 Y O w Z Q m I- p z U LLJ LO N w O O p a m a LL m W 00 } U LLI LLJ p m Y z O w a U w III ¢ E Z O G O Q �L O Y L o a >%.2 V � a J O W 0 0 0 C) M � U) _ o 4 u- C/) Lo , L a3 o C Z o � E O (6 O U a) M M x C v, m o m SHEET L2.0 .0 rig w w1j roi O O Lu O a O w O w Cl) O ¢ p z_ o Q 2 O 2- J W Q F ❑ O o 0 W LL, Lu U Q Q p U W m (n >- 0 W :5 LU N 0 W Q Q W 0 a- p J z Z m J Lu F W U (O -J Qw0>w (13 m ° w Cl) >- Q WQz oa ;� i W Q W Co CE C,�pC=J _ Q Q p E Z O G O Q �L O Y L o a >%.2 V � a J O W 0 0 0 C) M � U) _ o 4 u- C/) Lo , L a3 o C Z o � E O (6 O U a) M M x C v, m o m SHEET L2.0 .0 rig w w1j roi O z 24' WIDE GRAVEL ENTRANCE DRIVE 65 SETBACK I I it I PERTY LINE - TYP. III ' uI \ a ADJACENT AD - AGRICULTURE USE i I rGRAVEL PARKING LOT FOR I 47 VEHICLES % 135 , -968 BUILDING SETBACK LINE - TYP �� - -- __ — -- �"7-30SETBACK - — - - - - -- — — 5.32 ° �$ g9 I —r 220.59 � 1 �C( I �i OJ N ------- - - - - -- -------------- - - ---- =--- _�------------ - - - - -- - — — — — 968 I - 96: i i 964 - 65 - -- i I I I 6) 6) \ /50 SETBACK \II PARULL 70 i I I , v - - - - -- - - - -- ---------------- r=--- - - - - -- ----- - g6g - FUTURE GRAVEL PARKING - i i \9 6 ` I NOT IN CONTRACT I, II I I I I A�, \ I I MONUMENT SIGN (BY OWNER) - INSTALLED 33' FROM EDGE OF BRIARWOOD AVE. SIGN I �S� + + 249.3 + + + + + + + + + +1 WILL BE SIMILAR TO PHOTO IN _ . — ; \ \ DETAIL — — — - + + + + + + _�� — - FROM THIS POINT SOUTH, THE TRAIL SHALL BE CONSTRUCTED TO GENERALLY FOLLOW EXISTING TERRAIN, PLUS OR MINUS 1 FOOT. SLOPES SHALL BE SMOOTH AND UNIFORM WITH 4% MAX LONGITUDINAL SLOPE. CROSS SLOPE SHALL BE 1.5% IN DIRECTION OF NATURAL SITE FLOW. 1. ALIGNMENT SHALL BE FIELD STAKED AND APPROVED BY OWNER 2. PROFILE TO BE FIELD REVIEWED WITH OWNER AFTER ROUGH GRADING THE ALIGNMENT PRIOR TO INSTALLING CLASS 5. REMOVE EXISTING FIELD APPROACH - GRADE TO BLEND WITH NATURAL TERRAIN ADJACENT LAND - AGRICULTURE USE _ — — — CENTERLINE OF Lj EXISTING DITCH PROPERTY LINE - TYP. LAYOUT PLAN + + + + + + + + + + + + + + ` R635 `q STORM INFILTRATION AREAS 1 + + + -,+ + + + + + + + + + +I I \ + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �` + + + + + +,' + + —+ + + + + + +` + + + +, + + + co I/ ADJACENT' LAND - 'i + + + +— — + _+ 4,\ + + + + + DISC SMOOTH AND SEED FOR INTERIM `\ AGRICULTURE USE — RECREATION LAWN USE APPROX. 20 ACRES + + + + + + + + `'+ +— ,+— +_ + + I - BY OWNER f - - - -- + + + + + + + + + + + + + , + + + + + + + + + + + + + + + + + + + + + + + ++ + +I + + + + + + + + + + + + + + ' �'-j" l I R1075 + + + + + + + + + + + + + + + w I + + + + + + + + + + + + + + _ - -- - I + + + + + + + + + + + + + + +I __-- -PARCEL 1A + + + + + + + + + + + + + + + I + + + + + + + + + + + +- + + + + + + + + + + —— + + I �9 + + + +—�- + + + + + + + + " + + + + + + + + + + + + + \ 50 SETBACK \ \ EF + ',+ + + + + + + + + + + + + + 96> \ +`` + + + + + + + + + + + + + + +` + + + + + + + + + + + + + + + + `, + + + + + + + + + + - -- + + I -- -- - - -- 4' I + + r+ + + + + + + + + + + __- - - - - -- + + + i + + + + + + + + + + +, ___- - - - - -- ;; i6ao0 I I + + ! + + + + + + + + + + \ \ + I J I + + + + + + + + + + + + / -'�+ + I - - - --- - N_ + + + + + + + + + +�'� + + +' + + �6 ° I + + +; + + + + + + Ir + + +' + + , +1 R10 ' / \ 75 cfl ti ° + + + + + + + + :+ + ,+ + + + + + + + + + + /,' + + + + + I \\ \ \ ii + + + + + + +�' + / + + + + 1 I 10/ 1 + i + + +' + + +' + +' + + + + + I ' _ + + + +,' + + +' + �I + + + + +� I � IQ, - _ _' -- `, I ` + + + + -f + + + — _ +_ + + + + + - - - - - -- I \ CO I III I + +;� + + �0+ + + -+ + + + ^ —tl _ ` 11 ° + I + + i' + + +°�6 + + +n + + + + + — — — i - - - -- 41 I R850 i+ + + + + + + + �+ + + + + + i - - - - -- = _ 963 - - -- - -_ -__ - -g6__ -- + i + � + i + � + + ,+ + _ — — + + + �`i � CE--L �I + + + I + + + v _ +_ +� + + + + + + i - �v v+ + + + _ + I _ + — �+ + �� + + + + + + + +_ r� — +t + + + I + �+ + + + + + + + iii 1 r + i + + + + +I + + + + + + +� I 11966.39 E< 30 SETBACK — — — 600 . ` -- �� ADJACENT LAN 'K S° ,I -- - - - - -_ '- - - COUNTY PARK -- --96 ' - - -- ------ - - - --- 11 I� >1 %'._- ____;- - -- 966 - 0 - 100 200 300 mom Scale in Feet LEGEND: 0 DISC SMOOTH AND SEEDING m z 0 + + (BY OWNER) 0 &MULCH W DSEED (MNDOT SEED MIX 25 -141) p SEED & MULCH (MNDOT SEED MIX 33 -262) MONUMENT SIGN SIZE: APPROX. 7.5' WIDE X 7.5' TALL POST 5X6 TIMBERS SMALL SIGN FACE: 2'X4' LARGE SIGN FACE: 4'X4' MONUMENT SIGN - BY OWNER NOT TO SCALE z 0 z c a X Li o z zw o� C/)o If a_o �U. oCE c za o U ` o0 � w Q o 0- >- U) w l a0 Z i Fo moo: I; S � = > m � p w w Q . �a w Lu wQ _�. 0 0 0 o z Q J J 0 U) o N Co T w 0 p E Z � E O E Q •— L O i m o a Ja V � a J O V m 0 0 M � U) x _� u- �, O Lo L 0 = z o � E O (6 O U M cn O M Co C x a) lt� a) � � C o d m SHEET L3.0 i m O ca J 0 Q W m z 0 w oz 0 cy) p u N 0 o W z p a U Q } m LL } 0 m Lu o U1 Q U m Q W a W p y CC 0 U ¢ a_o �U. oCE c za o U ` o0 � w Q o 0- >- U) w l a0 Z i Fo moo: I; S � = > m � p w w Q . �a w Lu wQ _�. 0 0 0 o z Q J J 0 U) o N Co T w 0 p E Z � E O E Q •— L O i m o a Ja V � a J O V m 0 0 M � U) x _� u- �, O Lo L 0 = z o � E O (6 O U M cn O M Co C x a) lt� a) � � C o d m SHEET L3.0 i m O ca J I I I I I I I 970.00 EX 96,3--/ 3 -J li it v ADJACENT LAf 1D - AGRICULTURE Ili II R PERTY LINE - TYP. 964 - - -- / , - lil / 96 III I u\\ 968' \ BUILDING SETBACK LINE - TYP / I / _ _ - - - - - ------ 30 SETBACK - -- _ - _ _- = = _- _- --, 6, ------ - - - - -- - --- - - - - -- ------ �- - - - - -- -- I - - - - - - - - - - - - - - - - -968 - - - - - - - - - - - - -- i I 50 SETBACK II II I I IV ' ' I PARCEL 1 _,, -- I 1 1 1 1 1 j l 111 I I I I ,_ --- - - - - - - - -- - - -- - - - -- \ I I I I \ \\ I68 - - - - -- -- - - - - -- 9 6 v III II III I I III I III lilt \\ Ill \ I I I Ij 1 FROM THIS POINT SOUTH, THE TRAIL SHALL Ill BE CONSTRUCTED TO GENERALLY FOLLOW EXISTING TERRAIN, PLUS OR MINUS 1 FOOT. i SLOPES SHALL BE SMOOTH AND UNIFORM WITH 4% MAX LONGITUDINAL SLOPE. CROSS iI SLOPE SHALL BE 1.5% IN DIRECTION OF fill NATURAL SITE FLOW. Ii 1. ALIGNMENT SHALL BE FIELD STAKED AND APPROVED BY OWNER ii I 2. PROFILE TO BE FIELD REVIEWED WITH OWNER AFTER ROUGH GRADING THE IIIII ALIGNMENT PRIOR TO INSTALLING CLASS 5. \\-ADJACENT LAND - AGRICULTURE USE r I i t0 J� Dorm PROPERTY LINE - TYP. II I IIII II I I � I IIII I I IIII I Iii i 11 I 1 III I fl I / GRADING PLAN I I I I P' I I I \ I I I I � I I I I I / I I STRIPPED TOPSOIL WILL BE BLENDED / FEATHERED OUT WITHIN FIELD AREA BY CONTRACTOR AS DIRECTED BY ENGINEER (NO PERMANENT BERMING OR STOCKPILING OF MATERIAL). 1 I 1 I I \ I \\\ I I \ \ \ t REFER TO GRADING ENLARGEMENT - SEE°DETAIL 4 I \ PARCE 100 0 100 200 300 Scale in Feet 966.50 F �I I I l I I i I L 1A I II I I - -- IiI 1 Ill I _ ADJA,CENTILAND - AGRIIICULTURE USE I ' \ 1 I \ I I I \ I I , I \ I I 1 1 1 1 1 I I 1 1 / / / / / / I I v I I I I P' I I I \ I I I I � I I I I I / I I STRIPPED TOPSOIL WILL BE BLENDED / FEATHERED OUT WITHIN FIELD AREA BY CONTRACTOR AS DIRECTED BY ENGINEER (NO PERMANENT BERMING OR STOCKPILING OF MATERIAL). 1 I 1 I I \ I \\\ I I \ \ \ t REFER TO GRADING ENLARGEMENT - SEE°DETAIL 4 I \ PARCE 100 0 100 200 300 Scale in Feet 966.50 F �I I I l I I i I L 1A I II I I - -- IiI 1 Ill I _ ADJA,CENTILAND - AGRIIICULTURE USE I ' \ 1 I \ I I I \ I I , I \ I I 1 1 1 1 1 I I 1 1 / / / / / / I I \ \ p 1 I I I I P' I I I \ I I I I � I I I I I / I I STRIPPED TOPSOIL WILL BE BLENDED / FEATHERED OUT WITHIN FIELD AREA BY CONTRACTOR AS DIRECTED BY ENGINEER (NO PERMANENT BERMING OR STOCKPILING OF MATERIAL). 1 I 1 I I \ I \\\ I I \ \ \ t REFER TO GRADING ENLARGEMENT - SEE°DETAIL 4 I \ PARCE 100 0 100 200 300 Scale in Feet 966.50 F �I I I l I I i I L 1A I II I I - -- IiI 1 Ill I _ ADJA,CENTILAND - AGRIIICULTURE USE I ' \ 1 I \ I I I \ I I , I 0 I / / I r m z 0 W o a F ❑ U LO w N / / / / / / I I w p I I �- a r / I / } ED o LL } a m w ° ADJUST Df / w w ❑ y cc w S 0 ¢ LLJ 968.65 Ill CULVERT 11 �� li lI CO NSTRUCT DITCH /SWALE i I I I I P' I I I \ I I I I � I I I I I / I I STRIPPED TOPSOIL WILL BE BLENDED / FEATHERED OUT WITHIN FIELD AREA BY CONTRACTOR AS DIRECTED BY ENGINEER (NO PERMANENT BERMING OR STOCKPILING OF MATERIAL). 1 I 1 I I \ I \\\ I I \ \ \ t REFER TO GRADING ENLARGEMENT - SEE°DETAIL 4 I \ PARCE 100 0 100 200 300 Scale in Feet 966.50 F �I I I l I I i I L 1A I II I I - -- IiI 1 Ill I _ ADJA,CENTILAND - AGRIIICULTURE USE I ' \ 1 I \ I I I \ I I , I 970.00 ESC II I I I 966.65 FE ADJ U T DITCH T ALIGN WI H CULVERT N THIS AR A I ' IIi � I l I I ill m I IjI o I I III ICI Ill 1 lil II Iii LL \ II Il Il \ Il \ it I 1 it 1 I ll � II Il Il 967.75 BOTTOM-eF I N FtETRATteN 0°10 AREA AT 965.00 ELEV. 967.75 TOP OF INFILTRATION 968.43 TRAIL HP AREA AT 966.50 ELEV. 0 1461molut 77 - - -------------------------------------- ----- 968 - woo 1.014 967 966.36 IE 0 Lo I- 969- 30 LF 12" DIA. CMP CULVERT WITH APRON AT EACH END TOP OF INFILTRATION _ - - - - -- AREA AT 967.50 ELEV_ -- BOTTOM OF INFILTRATION AREA AT 967.00 ELEV. 968.17 BOTTOM OF INFILTRATION AREA AT 965.00 ELEV. TOP OF INFILTRATION AREA AT 966.50 ELEV. 968.61 HP _ _ - - . - . FROM THIS POINT SOUTH, THE TRAIL SHALL BE CONSTRUCTED TO GENERALLY FOLLOW EXISTING TERRAIN, PLUS OR MINUS 1 FOOT. SLOPES SHALL BE SMOOTH AND UNIFORM WITH 4% MAX LONGITUDINAL SLOPE. CROSS SLOPE SHALL BE 1.5% IN DIRECTION OF NATURAL SITE FLOW. 1. ALIGNMENT SHALL BE FIELD STAKED AND APPROVED BY OWNER 2. PROFILE TO BE FIELD REVIEWED WITH OWNER AFTER ROUGH GRADING THE ALIGNMENT PRIOR TO INSTALLING CLASS 5. 1 GRADING PLAN ENLARGEMENT 50 0 50 100 150 Scale in Feet z 0 zz Q X w 0 z zw o� �o CE 0 W r m z 0 W o a F ❑ U LO w N w O O z �- a I Ill } ED o LL } a m w ° ADJUST Df TCH TO ALIGN WITH w w ❑ y cc w S 0 ¢ LLJ 968.65 Ill CULVERT IN THIS AREA li lI CO NSTRUCT DITCH /SWALE IH- ALONG ENTRANCE DRIVE 18" DIA. RCP 967.0 HP OF / i CULVERT WIT SWALE /DITCH o \/ O FES AT EACH END 967.80 o 967.25 LP r. 967.67 I- -o� -1.0 %° 1 - q, CP 966.16 I E N ��, , 970.00 ESC II I I I 966.65 FE ADJ U T DITCH T ALIGN WI H CULVERT N THIS AR A I ' IIi � I l I I ill m I IjI o I I III ICI Ill 1 lil II Iii LL \ II Il Il \ Il \ it I 1 it 1 I ll � II Il Il 967.75 BOTTOM-eF I N FtETRATteN 0°10 AREA AT 965.00 ELEV. 967.75 TOP OF INFILTRATION 968.43 TRAIL HP AREA AT 966.50 ELEV. 0 1461molut 77 - - -------------------------------------- ----- 968 - woo 1.014 967 966.36 IE 0 Lo I- 969- 30 LF 12" DIA. CMP CULVERT WITH APRON AT EACH END TOP OF INFILTRATION _ - - - - -- AREA AT 967.50 ELEV_ -- BOTTOM OF INFILTRATION AREA AT 967.00 ELEV. 968.17 BOTTOM OF INFILTRATION AREA AT 965.00 ELEV. TOP OF INFILTRATION AREA AT 966.50 ELEV. 968.61 HP _ _ - - . - . FROM THIS POINT SOUTH, THE TRAIL SHALL BE CONSTRUCTED TO GENERALLY FOLLOW EXISTING TERRAIN, PLUS OR MINUS 1 FOOT. SLOPES SHALL BE SMOOTH AND UNIFORM WITH 4% MAX LONGITUDINAL SLOPE. CROSS SLOPE SHALL BE 1.5% IN DIRECTION OF NATURAL SITE FLOW. 1. ALIGNMENT SHALL BE FIELD STAKED AND APPROVED BY OWNER 2. PROFILE TO BE FIELD REVIEWED WITH OWNER AFTER ROUGH GRADING THE ALIGNMENT PRIOR TO INSTALLING CLASS 5. 1 GRADING PLAN ENLARGEMENT 50 0 50 100 150 Scale in Feet z 0 zz Q X w 0 z zw o� �o CE O O a O Ow ¢ m o z ? w O QFLL OO O O w Q L Q w0Cco 0- m��F yu Qwow �ow z z o m T CE 0 Q ~ O J J Lu m Lu LL LL, < -� > w Q w Lu 0- Lu _ < z Q i E O Z i � Q E O E V �^^ O i 4 a O 2 V Q O m C9 0 0 0 o z E o Q J J o m o N Co Q 0 0 0 C) M � M 7 co U) co ((J X O � u- W L Lo a) o C Z o > Eo Co co O 0 O M LA X C r W ° 2 3 o SHEET L4.0 i M U 0 W r m z 0 W o a F ❑ U LO w N w O O z O o a Q } ED LL } a m w ° w Q m } m Q a w w ❑ y cc w S 0 ¢ LLJ O O a O Ow ¢ m o z ? w O QFLL OO O O w Q L Q w0Cco 0- m��F yu Qwow �ow z z o m T CE 0 Q ~ O J J Lu m Lu LL LL, < -� > w Q w Lu 0- Lu _ < z Q i E O Z i � Q E O E V �^^ O i 4 a O 2 V Q O m C9 0 0 0 o z E o Q J J o m o N Co Q 0 0 0 C) M � M 7 co U) co ((J X O � u- W L Lo a) o C Z o > Eo Co co O 0 O M LA X C r W ° 2 3 o SHEET L4.0 i M U 5' MINIMUM CLEAR ZONE TYP. BOTH SIDES t— (NO SIGNS / TREES OR OTHER FIXED OBJECTS ALLOWED) I I I I I I I S`O?e 10' WIDE BITUMINOUS TRAIL 3" BITUMINOUS WEARING COURSE 1.5% CROSS SLOPE TYPICAL TRAIL CROSS SECTION DETAIL NOT TO SCALE 12" CL. 5 SHOULDER EACH SIDE - TYP —TRAIL EDGES SHALL BE HAND - TAMPED AT 45 DEGREES TOP OF SHOULDER 1/2" BELOW TOP OF BITUMINOUS O S_OpE 4T I III —ICI III —III � III i�� -- 777 ii1 III�� —�I— \6" COMPACTED MNDOT CLASS 5 AGGREGATE BASE COMMON BORROW - 12" OR TO ACCEPTABLE SUBGRADE AS DETERMINED ENGINEER REFER TO GRADING PLAN FOR SLOPES ADJACENT TO GRAVEL PARKING AND DRIVE AREAS 10" COMPACTED MNDOT CLASS 5 AGGREGATE BASE 1.5% CROSS SLOPE -III III III — III — III — III — III — III — III — III —I � 1 =1 I I I I I— III — III — III —I (- COMMON BORROW - 18" OR TO ACCEPTABLE SUBGRADE AS DETERMINED ENGINEER TYPICAL GRAVEL PARKING / GRAVEL DRIVE CROSS SECTION DETAIL NOT TO SCALE z O zz Q A X W 0 z zw oQ C/)� W CE O O a O O ¢ 1. w oz w z O , < 7 F LL Q F 0 O O O I w Q L Q w L u) 0- 0 Li U L F QwoLL J 0 w O z z =�0Q O =j J } Im D W Q Q � O d — } W Q W Lu d W Q U Q _ Q N W ^E `W 0 Z i � Q E 0 0 Y L 4 0 a V a J 0 V m 0 0 0 O z E Q Q J J 0 C.0 cu O D N co N C 7 H O 0 CD 0 0 ti M � 0 M 7 CO c L (p X O � J_ co 'n I(1 c co � O 7 Z O N � V Q "N 0 O M � c 0 � C X r 0 � C Q 0 c m o Q SHEET L5.0 U) J a Lu 0 0 W Im z C3 W Q F a U Lo N ° o W ° z 0 a Q } ED } LL } 0 m Lu O Q } (n m Q a Ow LLI y cc w C) U ¢ O O a O O ¢ 1. w oz w z O , < 7 F LL Q F 0 O O O I w Q L Q w L u) 0- 0 Li U L F QwoLL J 0 w O z z =�0Q O =j J } Im D W Q Q � O d — } W Q W Lu d W Q U Q _ Q N W ^E `W 0 Z i � Q E 0 0 Y L 4 0 a V a J 0 V m 0 0 0 O z E Q Q J J 0 C.0 cu O D N co N C 7 H O 0 CD 0 0 ti M � 0 M 7 CO c L (p X O � J_ co 'n I(1 c co � O 7 Z O N � V Q "N 0 O M � c 0 � C X r 0 � C Q 0 c m o Q SHEET L5.0 U) J a Lu 0 City Council Agenda — 06/13/16 2Q. Consideration of approving pathway micro - surfacing improvements in Meadow Oaks and CSAH 18 (TP /SB) A. REFERENCE AND BACKGROUND Parks is recommending applying a micro - surfacing (T -Mat) product on the pathway along County Road 18 south to Jason Avenue and Jason Avenue east through the Meadow Oak development north as a preventative maintenance method to preserving and extending the life of the pathway. The pathway segments total approximately 9,000 feet. A map of the project area is included in the supporting data. Specifications were developed and quotes were solicited for this work from five contractors. One quote was received totaling $39,948.52 from Asphalt Contractors, Inc. (ACI). Three of the contractors notified of the project declined to provide a quote because of the special application methods required with the T -Mat product. Minnesota Asphalt Maintenance was notified of the project and provided a quote for an alternate product called Road Guard. The alternate product Road Guard is used for micro - surfacing trails and the product has more of a rougher appearance than T -Mat. Three Rivers Parks District applied Road Guard last year and so far the product is holding up. The city has been using T -Mat for micro - surfacing trails for the past three years. T -Mat has been tested on various city trails since 2009. Staff also contacted Great River Energy to ask for a contribution towards the trail repairs since GRE uses the pathway for maintenance of their lines. Great River Energy indicated they will contribute to the pathway replacement repairs in the easement area but they couldn't provide a number at this time. By statute the city must obtain two quotes for projects between $25,000 and $100,000. The city's purchasing policy requires three or an RFP. Since only one quote was received for the T -Mat product, the city attorney was advised. He indicated that a good faith effort was made to obtain multiple quotes and, therefore, indicated it would be acceptable to approve the project based on one quote. This in line with the city's purchasing policy as well. The project is proposed to include crack filling, infrared patching, replace /reinstall 235' of trail, and installation of the T -Mat micro - surfacing product, similar to what was completed in 2015. These pathways segments have experienced surface deficiencies over time primarily in the form of surface cracking, asphalt failure and minor to major raveling. Parks inspected and rated the city's pathway system annually since 2009, and has developed a program to track, manage and perform maintenance of the pathway system. The city currently has over 18 miles of pathways and approximately eight miles of pathways are plowed each year. Parks has used the PACER method to inspect and rate the pathways (see enclosed information). In addition, when determining methods to maintain the pathways, the Parks Department uses the following criteria: • Pavement structure condition and age. City Council Agenda — 06/13/16 • Drainage issues. • Constructability of maintenance method. • Consideration for pathways that are plowed versus non - plowed. • Frequency of use. Facts about the pathways proposed for micro - surfacing this year along CSAH 75 and CSAH 18 include the following: • 8 -10 feet wide. • Constructed in 1995 with 2" of bituminous pavement over 6" of aggregate base • Staff found 1" of bituminous where identified replacement is taking place on map. The project is anticipated to be completed in July - August. The micro - surfacing product will be applied when temperatures are a minimum 70 degrees as specified. Al. Budget Impact: Approximately $40,000 was budgeted in the Park and Pathway fund for trail maintenance in 2016. The estimated cost for the pathway micro - surfacing improvements is $39,948.52. A2. Staff Workload Impact: Department staff time will be utilized to manage the project and pedestrian traffic control. B. ALTERNATIVE ACTIONS 1. Motion to accept quote from Asphalt Contractors, Inc. for pathway micro - surfacing improvements using the T -Mat product along CSAH 75 and CSAH 18 at a total project cost of $39,948.52. 2. Motion to accept quote from Minnesota Asphalt Maintenance for Micro - surfacing improvements using the Road Guard product along CSAH 75 and CSAH 18 at a total project cost of $42,222.00. 3. Motion to deny pathway improvements at this time. C. STAFF RECOMMENDATION Staff recommends Alternative #1. The city's pathway system is a vital asset to the community, similar to the city's street system. When surveyed, residents in the community stated that parks and pathways were one of the top three reasons why residents are drawn to Monticello; therefore, it is critical to keep up on the preservation of the pathway system. The Parks Commission has reviewed the pathway improvements and is recommending approval of the repairs utilizing the T -Mat product as specified. Acceptance of alternative two is not recommended because ACI can provide the Road Guard product at $38,100.73 2 City Council Agenda — 06/13/16 In addition, the Parks Superintendent was highly satisfied with ACI's performance and resulting outcome of the micro- surfacing product completed in 2015, and is recommending approval of ACI's current quote. D. SUPPORTING DATA • Pathway Map. • Quote from ACI. • Quote from Minnesota Asphalt. 94 -- - — EM 194 FROM 94E >r SE34P I� SE32P ~ - � SE33P I yF ' � O ` MEADOW OAK AVE NE � S E 29 P q, SE31P 7 HEATS SE35P SE30P 5 HEATS 1 HEAT Er � I Y _ ,rY_ irA'l ❑ I ?4 BRIAR OA.KES 13L1fQ` r - .- * —fin , �'� Lu _ i L rn • t w SPIRIT HILLS RD ti _ , zc !n Y - 1 e. z SUMMIT POINT RD # r Lj- LEGEND:O r ' 7 r CRACK FILL, FOG SEAL & T -MAT a�" may' .•. Uhf '� REMOVAL /REPLACEMENT & T -MAT i I 1T- -, r� Rte.• � ' " ''� , j SECTION NUMBER MEASUREMENT LENGTH SE29P 9'x 589' 589 SE30P 9'6" x 1905' 1905 SE31P 8'6" x 53' 53 SE32P 8'x 316' 316 SE33P 9'6" x 217' 217 SE34P 8'6" x 1781' 1781 SE35P 11' x 1706' 1706 6,567 sq It L NAIHVVAY VVIU IN= 1Ur1 SHOULDER WIDTH = 1 FT MIN. 3" SP 9.5 WEARING COURSE MIXTURE (2.3) 6" CL 5 AGGREGATE BASE (MODIFIED) 12° SELECT GRANULAR BORROW 6" MINIMUM SCARIFY AND RE COMPACT (SUBGRADE PREP) s i 4 kcwi Asphalt & Concrete, Inc. 10285 89th Ave. N • Maple Grove, MN 55369 Ph. (763) 424 -9191 • Fax (763) 424 -9190 Date: Thursday, May 26, 2016 Submitted To: Tom Pawelk City Of Monticello 909 Golf Course Rd. Monticello, MN 55362 Contact Information: Phone: (763) 271 -3276 Mobile: E -mail: Tom.Pawelk @ci.monticello.mn.us Site Description: # S120393 Various Trails in Monticello 909 Golf Course Rd. Monticello, MN 55362 Site Contact: Site Phone: Site Email: Proposal # 2016 -1367 Prepared By: David Johnson Contact Information: Mobile: 612 - 251 -7360 Office: 763- 424 -9191 E -mail: davidj @aciasphalt.com Project Manager: Mike Dietz Mobile: 612- 490 -6252 Qty Proposed Service(s) & Description(s) Depth 2,350 Sq. Ft. New Trail Section (10'x 235') $8,491.54 Service Description Remove existing bituminous and dispose of bituminous. Pave one 3-section 10' wide with MnDOT spec. 2360- 5PWEA240B bituminous. Restoration to be performed by others 26 Heats Asphalt Thermal Bond Infrared Patching (Additional heats will be performed at $3,037.77 $110.00 each) Service Description Sweep away any loose soil or standing water from the area to be repaired. Heat area as specified using infrared thermal bond patch machine. Position the infrared panel (either 5'x 7'or 5'x 3.59 over the repair area. Allow infrared heat to penetrate for 5 to 9 minutes depending on depth, season, and aggregate. Rake softened in place material and remove failed material as needed. Spray asphalt rejuvenator onto the heated area. This will replace some of the light oils that have oxidized over time. Add new asphalt hot mix as necessary to meet the proper grade. Rake and level the patch area to the correct grade and compact with a vibratory roller. 1 Lump Sum Furnish Traffic Control (No Install Included) $178.82 Service Description Install type III barricades at the end of trail at all street locations Install 20 feet of 4 foot orange saftey fencing at each barricade. These items will be removed at the set time and date that has been discussed with the owner or owners agent. 6,235 Lr. Ft. Cracksealing - Rout and Seal $4,742.60 Service Description Cracks 114" or larger are mechanically routed out approximately 314" by 314 ". Cracks are cleaned of dirt and debris prior to placing hot rubberized crack sealer. Crack sealer will be placed with crack sealing bander, which leaves a 3" band on pavement. Crack sealer sets up in 5 -20 minutes it all depends on the air temp. NOTE.• As material cools it will settle and shrink slightly into the reservoir. Previously sealed cracks can not be routed. (Vehicles need to be cleared and irrigation systems need to be turned off.) Professional People, Progressive Solutions www.aciasphalt.com 7,289 Sq. Yds. T -Mat Asphalt Resurfacer (750 square yards of adheision promoter on shaded areas) $23,497.79 Service Description T -Mat surface treatment is a high performance mineral and Aber reinforced asphalt emulsion blended with polymers for superior adhesion, flexibility and durability. T- eat replenishes the pavement binder that is lost through oxidation and weathering while providing a slip- resistant durable surface treatment. Clean asphalt with power blowers and sweeper if needed. Apply T -Mat in two coats at a rate of .50 gallon per square yard. (Vehicles need to be cleared and irrigation systems need to be turned off for 24 hours.) PAYMENT TERMS 0 Down, Balance Net 30 Project Total: $39,948.52 SERVICE TERMS Landscape restoration not included in scope of work unless specifically noted. ACI is not responsible for damage to irrigation systems when not properly marked by client. Customer will be notified when work is to be performed. It is the customer's responsibility to make sure the irriaation systems are shut off as to not cause damaae to the work performed. This proposal may be withdrawn at our option if not accepted within 7 days of May 26, 2016 Pavement Consultant David Johnson Accepted Authorized Signature Professional People, Progressive Solutions www.aciasphalt.com Asphalt & Concrete, Inc. TECHNICAL SPECIFICATIONS T -MAT ASPHALT RESURFACER As MANUFACTURED BY CRIUS CORP. Material Specification: 1.1 Material Description; T -MAT as manufactured by Crius Corp. T -MAT is a highly polymerized asphalt emulsion fortified with fibers and fillers specifically designed to enhance and stabilize the emulsion, blended with a specific gradation of aggregate as listed in table 1. 1.2 Designed Application; for use on asphalt pavement at least 3 years in age. T -MAT will encapsulate the pavement providing an additional wear coarse designed to prevent further degradation caused by the elements and maximize the pavement's lifecycle. Aggregate Specifications: 1.1 Aggregate shall consist of a durable manufactured sand, crushed stone or fines or a combination thereof. The material should be dry; not to exceed 7% moisture and should be free of all plant or organic matter. The aggregate shall meet the gradation shown in Table 1 when tested in accordance with ASTM C 136. Currently approved suppliers: Dresser Trap Rock -- 100% Manufactured Sand. TABLE 1 GRADATION OF AGGREGATES Sieve Size ° o Passin 3/8 100.0 #4 100.0 #8 100.0 #16 99.0 #30 91.0 #50 56.0 #100 30.0 Jobsite Mix Rate of 9 -11 Pounds of Aggregate per gallon T -MAT 100 gallons Aggregate 900 -1100 lbs. Qualifications: ACI is a certified applicator of T -MAT as authorized by Crius Corp. Certified Applicators have been pre - qualified to ensure that they have the necessary equipment and personal training necessary to install T -MAT. Preparation: 2.1 Entire Trail should be swept clean of all dirt, dust and debris prior to T -MAT installation. Contractor must use steel brooms and air blowers on tough embedded dirt areas. Any heavily shades areas should be prepped by applying Acrylic Adhesion Promoter to insure proper performance of T -MAT. All cracks 1/4 inch and larger should be cleaned of all vegetation, routed to a width and depth of 3/4 by 3/4 and flush filled with hot Pourable crackfiller of a 3405 type material. Any areas of damaged asphalt or potholes should be patched at least 2 weeks prior to the installation of T -MAT. Application Procedure: 2.1 Apply 2 coats of T -MAT using certified equipment as specified by Crius Corp. of St. Paul. The T -MAT must have a coverage rate of approximately .50 gallons per yard. Coats must be applied in a slow speed to ensure best adhesion of product. 2.2 After installation of the T -MAT should be closed off to traffic for at least 24 hours depending on weather conditions. Application Restrictions: 3.1 T -MAT shall be applied only when temperatures are at least 60 degrees and rising for a 24 hour period after application. kcwi Proposal # 2016 -1367 TERMS, CONDITIONS & GUARANTEE Asphalt & Concrete, Inc. ACI Asphalt & Concrete, Inc.. hereafter referred to as `ACI" Asphalt Guarantee Fully covering labor, and materials against breakup for a period of year(s). Any request made to "ACI" by the owner, general contractor or their respective authorized supervisory employees to overlook the standard practices and procedures previously stated in these conditions will automatically negate any guarantee of material or workmanship whether such guarantee is written, implied or orally stated. Guarantee does not cover markings from sharp pointed objects, power steering created tire marks, or drippings from solvents and gas. Guarantee does not cover heaving of asphalt, subgrade failure, settling or expansion cracks due to freeze thaw weather cycle or tree roots. Asphalt is a machine laid surface which has seams that are sometimes noticeable. The surface texture of hand laid areas may not be uniform to machine laid areas, due to hand raking. "ACI" shall not be liable for water ponding or retention in surrounding areas of patching due to current grades or construction method chosen. Guarantee does not cover damage caused by acts of third parties. Sealcoat Guarantee "ACI" will guarantee sealers(Asphalt emulsions and Blended sealers) from chipping and peeling for a period of 1 year. This guarantee does not include wearing of sealer and adherence of sealer to oil spots, hydraulic spots and tree sap. Guarantee does not cover damage caused by acts of third parties. Terms: Terms are as stated above. If payment is not made in accordance with the above terms, the customer agrees to pay any collection, legal fees and interest for any unpaid balances. Interest will accrue at a rate of .66% per month from the date of completion. Terms of guarantee are contingent upon receipt of final payment. PRICE is based on specifications and estimates as shown on the "Proposal & Agreement ". Field measurements may be made when the job is completed and any changes of specifications, areas, tonnage, or gallonages will correspondingly change the completed price. One mobilization charge is included in price, unless stated on the "Proposal & Agreement ". Additional mobilization charges will be at the rate set forth in agreed upon change order which is made part and parcel of these conditions and "Proposal & Agreement ". ADDITIONAL CHARGES may become necessary if permit(s), extra equipment time, extra materials, or extra labor would become necessary to complete this job, if subgrade is not up to acceptable specifications or requirements or if extra services and /or materials are requested in writing by the owner or general contractor of their respective authorized supervisory employees. "ACI" shall not be held liable for damage to surrounding areas of driveway or parking lot due to poor subgrade, moisture, or other unforeseen circumstance. Additional charges would be in accordance with the agreed upon change order which is made part and parcel of these conditions and "Proposal & Agreement ". "ACI" reserves the right to refuse additional equipment time, extra materials or extra labor if it would interfere with advanced scheduling with other customers with whom previous commitments had already been extended. Conditions: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are contracted to do the work as specified and the stated payment terms are acceptable. All material is guaranteed to be as specified. All work is to be completed in a workmanlike manner in accordance to standard construction practices. Any deviation from this proposal or extra work will be executed only upon owner or owners agent orders and may become an extra charge over and above this agreement. All agreements are contingent upon delays beyond our control. Property owner to carry fire, tornado and any other necessary insurance. We do not guarantee against pavement cracking from weather cycles and water ponding or retention due to pre- existing grade conditions. We cannot guarantee drainage or against water ponding on new asphalt without adequate slope. In flat areas water will not drain unless there is more than 1 -1/2" of fall per 10 feet. "ACI" shall not be liable for damage to adjoining concrete flat work by asphalt installation equipment during standard construction procedures. Proposal excludes the following unless otherwise stated in the proposal: Permits, Excavation, Staking, Material Testing, Sod Restoration & Landscaping, Manhole /Catch Basin /Gate Valve Adjustments or Repairs, Vegetation Removal, SAC /WAC Charges, Dewatering. You authorize ACI to perform a credit investigation and /or obtain credit reports from credit reporting agencies. Notice Of Lien: A) Any person or company supplying labor or materials for this improvement to your property may file a lien against your property if that person or company is not paid for the contributions. B) Under Minnesota Law, you may have the right to pay persons who supplied labor or materials for this improvement directly and deduct this amount from our contract price, or withhold the amounts due them from us until 120 days after completion of the improvement unless we give you a Lien Waiver signed by persons who supplied any Labor and Material for the improvement and who gave you timely notice. Customer Initial Date Professional People, Progressive Solutions www.aciasphalt.com Form w'7 Request for Taxpayer Give Form to the (Rev. December 2014) Identification Number and Certification requester. Do not Department of the Treasury send to the IRS. Internal Revenue Service 1 Name (as shown on your income tax return). Name is required on this line, do not leave this line blank. ACI Asphalt & Concrete, Inc. 2 Business name /disregarded entity name, if different from above N a1 ° N a 3 Check appropriate box for federal tax classification; check only one of the following seven boxes: 4 Exemptions (codes apply only to e ° ❑ Individuai /sole proprietor or ❑ C Corporation ❑ S Corporation ❑ Partnership ❑ Trust/estate certain entities, not individuals; see instructions on page 3): 0 c C1. ° single- member LLC ❑ Limited liability company. Enter the tax classification (C =C corporation, S -S corporation, P- partnership) ► Exempt payee code (if any) o Note. For a single - member LLC that is disregarded, do not check LLC; check the appropriate box in the line above for Exemption from FATCA reporting N the tax classification of the single- member owner. code (if any) liuctions U Other (see instr }► L4Amesroarsm�ndrnr :c�meus. - 5 Address (number, street, and apt. or suite no.) Requester's name and address (optional) COL 10285 89th Ave N V) _ e City, state, and ZIP code to Maple Grove, MN 55369 7 List account number(s) here (optional) WEP Mat Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid Social security number backup withholding. For individuals, this is generally your social security number (Sag). IiOt, for a - - resident alien, sole proprietor, or disregarded entity, see the Part I instructions on page 3. For or other entities, it is your employer identification number (EIN). If you do not have a number, see Now to get a TIN on page 3. or Note. If the account is in more than one name, see the instructions for line 1 and the chart on page 4 for I Employer identification number guidelines on whose number to enter. F4T1] - 1 7 6 5 9 1 1 7 Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. 1 am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 1 1 am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions on page 3. Sign Signature of Here U.S. person 10- Date ► J General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Future developments. Information about developments affecting Form W -9 (such as legislation enacted after we release it) is at wvvw.irs.gov /fw9. Purpose of Form An individual or entity (Form W -9 requester) who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (ITIN), adoption taxpayer identification number (ATIN), or employer identification number (EIN), to report on an information return the amount paid to you, or other amount reportable on an information return. Examples of information returns include, but are not limited to, the following: • Form 1099 -INT ('interest eamed or paid) • Form 1099 -DIV (dividends, including those from stocks or mutual funds) • Form 1099 -MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099 -B (stock or mutual fund sales and certain other transactions by brokers) • Form 1099 -5 (proceeds from real estate transactions) • Form 1099 -K (merchant card and third party network transactions) • Form 1098 (home mortgage interest), 1098 -E (student loan interest), 1098 -T (tuition) • Form 1099 -C (canceled debt) • Form 1099 -A (acquisition or abandonment of secured property) Use Form W -9 only if you are a U.S. person (including a resident alien), to provide your correct TIN. If you do not return Form W -9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding? on page 2. By signing the filled -out form, you: 1. Certify that the TIN you are giving is correct (or you are waiting for a number to be issued), 2. Certify that you are not subject to backup withholding, or 3. Claim exemption from backup withholding if you are a U.S. exempt payee. If applicable, you are also certifying that as a U.S. person, your allocable share of any partnership income from a U.S. trade or business is not subject to the withholding tax on foreign partners' share of effectively connected income, and 4. Certify that FATCA code(s) entered on this form (if any) indicating that you are exempt from the FATCA reporting, is correct. See What is FATCA reporting? on page 2 for further information, Cat. No. 10231X Form iii -9 (Rev. 12 -2014) Pavement Maintenance Proposal City of Monticello Tom Pawelk Project: Trail Maintenance 909 Golf Course Road Monticello, MN 55362 MINNESOTA ASPHALT MAINTENANCE Mike Picott President Page 1 of 5 Service Provider Information Company Info Minnesota Asphalt Maintenance 92 Ivy Ave West St. Paul, MN, 55117 Contact Person Mike Picott President mpicott(@minnesotaasphaIt.com Cell: 612- 366 -2444 Office 651 - 797 -2615 P:651- 797 -2615 F: 651 - 797 -2660 http: / /www.minnesotaasphalt.com About Us Minnesota Asphalt Maintenance is a locally owned company that is starting our 20th season. Rated as A Plus by the Better Business Bureau. Our name says it all, if you have asphalt maintenance issues we are the company to contact. We solve problems and take care of our customers. Sincerely, Mike Picott Page 2 of 5 Proposal: Trail Maintenance Road Guard 1. Area based on 7300 square yards 2. Areas to be blocked when we are working 3. Sweep area clean with power blowers 4. Apply adhesion promoter on designated areas 5. Install Road Guard at a rate of .50 gallons per square yard In 2 separate quotes Total Price for this item: $24,652.00 Asphalt Milling Repair 1. The area under consideration comprises approx: 2350 square feet 2. Our firm will mill your pavement to the depth of 1" 3. Millings and debris will removed from job site area and hauled to proper recycling center. Work area will then be swept and blown clean. 4. Then we will install {3} inches of compacted thickness surface asphalt. 5. All areas will be barricaded during and after the repair process. Total Price for this item: $7,050.00 Crack Sealing Hot Rubberized 1. Clean all dirt, loose gravel and weeds from cracks in preparation to apply a hot - rubberized non - tracking sealant 2. There will be a slightly elevated band not to exceed 3" in width on the pavement of the sealed crack. 3. All work areas will be barricaded at the time of crack sealing. 4. Based on the situation, we may lightly sprinkle sand on top of the crack sealant to prevent tracking when areas required to be open to foot traffic. 5. Crack Sealing shall be limited to 1/4" to 3/4" in width only. 6. We will rout out new cracks at a 3/4" X 3/4" spec. We will also touch up failed cracks with MN Dot Spec Hot Rubber. The total lineal feet of routed and touch up of failed cracks will be ....6300 lineal feet Total Price for this item: $5,970.00 Asphalt Milling Repair 1. The area under consideration comprises approx. 1300 square feet 2. Our firm will mill your pavement to the depth of 2" 3. Millings and debris will removed from job site area and hauled to proper recycling center. Work area will then be swept and blown clean. 4. Then we will install 2 inches of compacted thickness surface asphalt. 5. All areas will be barricaded during and after the repair process. Total Price for this item: $4,550.00 Page 3 of 5 Price Breakdown: Trail Maintenance Please find the following breakdown of all services we have provided in this proposal. This proposal originated on June 09, 2016. Item Description 1 Road Guard 2 Asphalt Milling Repair Crack Sealing Hot Rubberized 4 Asphalt Milling Repair Authorization to Proceed & Contract Cost $24,652.00 $7,050.00 $5,970.00 $4,550.00 Total $42,222.00 All material is guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviation from above specifications involving extra cost will become an extra charge over and above the estimate. Contractor to carry necessary insurance, including workman compensation insurance. No bonds or permits included. Any person or company supplying labor or materials for this improvement to your property may file a lien against your property if that person or company is not paid for the contributions. Under MN law, you have the right to pay persons who supplied labor or materials for this improvement directly and deduct this amount from our contract price, or withhold the amounts due from us until 120 days after completion of the improvement unless we give you a lien waiver signed by persons who supplied any labor or materials and who gave you timely notice. Proposal must be accepted within 30 days from date. Payment Terms We agree to pay the total sum in full upon completion of this project. Date: Tom Pawelk / Park Superintendent City of Monticello 909 Golf Course Road Monticello, MN, 55362 Tom .pawelk(o)ci.monticello.mn.us O: 763- 295 -3170 Page 4 of 5 Mike Picott / President mpicott(c)_minnesotaasphalt.com C: 612- 366 -2444 Minnesota Asphalt Maintenance 92 Ivy Ave West St. Paul, MN, 55117 P:651- 797 -2615 F: 651 - 797 -2660 http: / /www.minnesotaasphalt.com Attachments Please click any of the links below to view and print all documents. Company Attachments Certificate of Liabilitv Insurance - 2016 W9 -2016 Page 5 of 5 City Council Agenda: 6/13//16 4A. Consideration to approve Access Services Agreement with IRET governing provision of telecommunication services to Monticello Crossings 202 unit apartment development. (JO) A. REFERENCE AND BACKGROUND: City Council is asked to consider adoption of an agreement governing funding and provision of telecommunication services to "Monticello Crossings" which as you know Monticello Crossings is a 202 unit high amenity apartment complex currently under construction and nearing completion. Assistance with development of the agreement has come from Any Martin and Paul Reinke from IRET. Joel Jamnik, Mark Birkholz and Wayne Oberg have provided assistance on the City side. CTC and Bryan Rabe have provided strong support to IRET in developing a facility that is highly functional and operationally efficient for FiberNet technicians. Following are some of the features within the agreement: • 8 year term with year to year renewals. • IRET will provide exclusive marketing of FiberNet services to tenants. This includes exclusive right to access the property to market the services to residents. • FiberNet to pay $50 per apartment unit ($10,100) and 7% of gross revenue. The door fee and percentage of gross revenue contributions are less than industry standards.. • FiberNet to have exclusive use of high performance fiber network within structure. However, there is a parallel conventional wiring system that enables tenants the option of using other services. • IRET funds $85, 356 of cost of fiber network and labor within the structure with additional cost of $68,500 supporting individual apartment connectivity. • IRET pays cost of labor with FiberNet funding materials supporting installation of special cabinets housing FiberNet devices within each apartment. • City funds cost of special cabinets and materials for 202 units at $47,066 with costs paid over a two year period.. • Through a reimbursement to IRET, City funds cost of 4 signal distribution cabinets ($11,800) accessed only by FiberNet staff needed for securing and distributing exclusive fiber service. • City to purchase up to 4 Calix 4 E7 cards ($20,000 total) to be located at the facility that are necessary to accommodate the growth in the number of FiberNet users. The unique Calix Cards are purchased as an add -on component to the existing Calix E7 system. No substitutes available. This confirmed by Mark Birkholz at Arvig. Cards can be purchased in $5,000 increments at 48 users per card. Al. Budget Impact: It is proposed to fund expenses above via previous unused transfer from Liquor Fund. Given the term of the agreement and the potential revenue that could be derived from the project, it is highly likely that the FiberNet will see a return on this investment. City Council Agenda: 6/13//16 A2. Staff Workload The design of the system serving this high density development provides functionality that will result in fewer truck rolls per customer. Sales activity at this site will be efficient and collaborative. B. ALTERNATIVE ACTIONS: 1. Motion adopting agreement as proposed. Motion to include purchase up to 4 E7 cards from Calix Corporation at a cost of $5,000 per card. Number of cards dependent on tenant demand. Motion for approval subject to final review by the City Attorney 2. Motion to deny or table action. C. STAFF RECOMMENDATION: Staff supports alternative 1. The facility network is now poised to accommodate high end internet service offered by FiberNet. Due to this investment and exclusive marketing arrangement, FiberNet is poised to sell and compete well with other providers. City staff and Mark Birkholz look forward to working collaboratively with IRET to gain a high subscription rate and to provide an exceptional level of service and performance attractive to tenants. D. SUPPORTING DATA: • Draft Access and Services Agreement • Finance Plan Worksheet. 2 ACCESS AND SERVICES AGREEMENT (Monticello Crossings; FiberNet) This Access and Services Agreement (this "Agreement ") is made effective as of June 14 2016 (the "Effective Date "), by and between the City of Monticello, a Minnesota municipal corporation ( "FiberNet "), and IRET Properties, a North Dakota Limited Partnership ( "Owner "). A. FiberNet, directly or through its affiliates, is a provider of the following services (collectively, the "Services "): basic and premium cable television service; high speed internet service; and local and long distance telephone service. For clarification purposes, Services do not include satellite television service. FiberNet is currently providing the Services under the tradename "FiberNet Monticello." B. Owner holds title to a multifamily residential property located at 2205 Meadow Oak Avenue NE, Monticello, Minnesota, and commonly known as Monticello Crossings (the "Property "). The Property, which is currently being developed and constructed by Owner, will include 202 apartment units (each, an "Apartment Unit "), C. Owner desires to grant to FiberNet a license to access the Property to install and maintain certain facilities, and to sell and provide Services directly to residents renting or occupying the Apartment Units (each, a "Resident "). D. FiberNet desires and is willing to provide Services to Residents upon the terms and conditions set forth hereafter. NOW, THEREFORE, in consideration of the promises and covenants contained herein and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Term. This Agreement shall commence on June 14 , 2016, and terminate on June 14, 2024 (the "Initial Term "). At the end of the Initial Term, this Agreement will automatically renew for successive terms of 1 year each unless either party delivers to the other party written notice of its intent not to renew at least 90 days prior to the expiration of the then current term. The Initial Term and any renewal terms are collectively referred to as the "Term." 2. License. Subject to the provisions of this Agreement, Owner hereby grants FiberNet a license, during the Term of this Agreement, to install, operate, maintain, repair and replace the Distribution System (as defined below), to the extent necessary to provide the Services at the Property. FiberNet shall not enter an Apartment Unit without the express permission of the Resident. FiberNet acknowledges that Owner is not granting FiberNet the exclusive right to provide the Services to Residents of the Property. Except for the marketing rights granted to FiberNet pursuant to Section 10 below, the rights provided to FiberNet by this Agreement are not exclusive, and Owner reserves the right to grant, renew or extend similar and /or competing rights and licenses to others. 3. Services, Programming and Rates. A. FiberNet shall provide the Services to any Resident who desires to subscribe to any of the Services (each, a "Subscriber "), on the same terms, conditions, and rates that FiberNet offers such Services to other subscribers in Monticello, Minnesota. FiberNet shall provide the Services in accordance with all applicable statutes, rules, regulations and ordinances including, without limitation, those of the rules and regulations of the Federal Communications Commission (collectively, "Applicable Law "). B. Owner acknowledges that FiberNet's performance of this Agreement is subject to Applicable Law and that FiberNet is not guaranteeing the provision or availability of any particular Service or channel. The cable television Service provided to the Property will consist of FiberNet's then - current channel lineup which may be modified from time to time solely at FiberNet's discretion. It is specifically understood that in providing cable television Service, FiberNet makes use of certain programming owned by others. Owner agrees that it will make no claims nor undertake any legal action against any person or entity, including FiberNet, if certain programming is interrupted, discontinued or substituted, provided that FiberNet provides to Subscribers its standard cable television channel lineup at all times. C. The Services shall be provided at the rates FiberNet lawfully establishes from time to time. FiberNet shall give proper notice of any changes in rates or Services to Subscribers in accordance with Applicable Law. Fees shall be due and payable in advance pursuant to separate agreement between FiberNet and each Subscriber. Owner acknowledges and agrees that Services to any Subscriber may be terminated due to a Subscriber's failure to pay for Services, or to otherwise abide by the provisions of the applicable subscription agreement or related terms and conditions of use. It is understood that payment for the Services shall be the sole responsibility of each Subscriber and that Owner shall have no responsibility for any such payment. 4. Distribution System. A. Distribution System. The "Distribution System" shall consist of: (i) the FiberNet Wiring; (ii) the Building Demarcation Panel; (iii) the Wing Demarcation Panels; and (iv) the equipment owned and installed by FiberNet in any Media Center. FiberNet shall install, maintain, and repair the Distribution System at FiberNet's sole cost and expense. B. License to Use Wiring. In addition to the license granted to FiberNet in Section 2 above, to the extent necessary to provide any of the Services to a Subscriber during the Term of this Agreement, Owner grants to FiberNet a license to access and use: (i) one run of Wing Wiring designated by Owner that connects the Building Demarcation Point to each of the Wing Demarcation Panels; (ii) one run of To -Unit Wiring designated by Owner that connects the appropriate Wing Demarcation Panel to the Media Center in the Subscriber's Apartment Unit; and (iii) one run of In -Unit Wiring designated by Owner that connects the Media Center in the Subscriber's Apartment Unit to each appropriate outlet designated by Owner within the Subscriber's Apartment Unit. C. Ownership. The following is and will remain the personal property of FiberNet: (i) the FiberNet Wiring; (ii) the Building Demarcation Panel; (iii) the Wing Demarcation Panels; and (iv) the equipment owned and installed by FiberNet in any Media Center. The following is and will remain the personal property of Owner: (w) the Media Centers; (x) the In -Unit Wiring; (y) the To -Unit Wiring; and (z) the Wing Wiring. D. Damages to Premises. Any damage caused to the Property by FiberNet during installation, operation, maintenance, repair, or removal of the Distribution System shall be repaired by FiberNet to Owner's reasonable satisfaction at FiberNet's sole cost and expense. E. Definitions: "Building Demarcation Panel" shall mean the panel and associated equipment owned by FiberNet that will be installed by FiberNet in a location approved by Owner within the electrical room located in the lower level garage on the Southeast side of the Property. "Data Closets" shall mean the three data closets identified by Owner that are located on the second floor of the Property, with one such Data Closet located in each of the three wings of the Property. "FiberNet Wiring" shall mean the cables and associated equipment owned and installed by Fibernet that connect the Building Demarcation Panel to FiberNet's facilities located in the public right -of -way along Meadow Oak Avenue NE. FiberNet shall install the FiberNet Wiring from FiberNet's facilities located in the public right -of -way along Meadow Oak Avenue NE to the Building in the specific location identified on attached Exhibit A. To the extent located on the Property, FiberNet shall install all other FiberNet Wiring in locations approved by Owner in writing. FiberNet shall be responsible for obtaining all necessary permits, licenses and approvals in connection with FiberNet's installation and operation of the FiberNet Wiring. "in-Unit Wiring" shall mean the cables owned and installed by Owner to connect the Media Center in each Apartment Unit to the outlets designated by Owner within each Apartment Unit. "Media Center" shall mean the wireless enclosure owned and installed by Owner in each Apartment Unit, and shall include a patch panel within or attached to the wireless enclosure. The initial Media Center in each Apartment Unit will be a Leviton 49605 -30W, with a patch panel. "To -Unit Wiring" shall mean the cables owned and installed by Owner to connect the Wing Demarcation Panels to the Media Centers. "Wing Demarcation Panels" shall mean the three panels and associated equipment owned by FiberNet that will be installed by FiberNet in a location approved by Owner within the three Data Closets. "Wing Wiring" shall mean the cables owned and installed by Owner to connect the Building Demarcation Panel to the Wing Demarcation Panels in the Data Closets. 5. Disposition of Distribution System upon Expiration or Termination of Agreement. Within 60 days following the expiration or termination of this Agreement for any reason, FiberNet may, but is not obligated, to remove the following components of the Distribution System (the "Removable Equipment ") from the Property: (i) the equipment owned by FiberNet that was installed by as part of the FiberNet Wiring; (ii) the Building Demarcation Panel; (iii) the Wing Demarcation Panels; and (iv) the equipment owned and installed by FiberNet in any Media Center. Provided, however, FiberNet may not remove any underground conduit or cables, underground equipment, lockboxes, any portion of the FiberNet Wiring located within the roofs, floors, ceilings or walls of the Property, or connections located within individual Apartment Units (collectively, the "Non - Removables "). The Non - Removables include all parts of the Distribution System other than the Removable Equipment. Title to the Non - Removables automatically passes to Owner upon the expiration or any earlier termination of this Agreement, free and clear of all liens, claims, and encumbrances, and without any payment by Owner. Furthermore, any Removable Equipment not removed from the Property within 60 days following termination or expiration of this Agreement automatically becomes the property of the Owner, free and clear of all liens, claims, and encumbrances, and without any payment by Owner. All removal shall be done in a professional manner. Any damage caused to the Property by FiberNet during said removal shall be repaired by FiberNet during said 60 -day period to Owner's reasonable satisfaction at FiberNet's sole cost and expense. 6. Construction. Prior to the commencement of any installation or other work to be performed by FiberNet at any time at the Property under this Agreement (the "Work "), FiberNet shall prepare and deliver to Owner working drawings and specifications describing and detailing all such proposed Work (the "Plans ") for Owner's approval. No Work may commence until Owner has approved the Plans in writing. FiberNet shall also, at FiberNet's sole cost and expense: (a) perform all Work in a safe and workmanlike manner consistent with the highest construction standards; (b) perform all Work in such a way as to minimize interference with Residents and the operation of the Property; (c) obtain, prior to the commencement of any Work, all necessary federal, state and municipal permits, licenses and approvals, and all zoning and other approvals of any type required; and (d) maintain worker's compensation insurance in form and amounts as is required by law and employer's liability insurance in commercially reasonable amounts during all periods of the Work. Notwithstanding the foregoing, FiberNet is not required to obtain Owner's consent to perform routine repairs and maintenance, provided the same do not materially and adversely affect the structural integrity of the Property, do not require substantial modifications to the Distribution System, and do not have any material adverse effect upon any Residents. 7. Insurance; Risk of Loss. FiberNet shall maintain, at its sole cost and expense, during the entire term of this Agreement, commercial general liability insurance in form and substance reasonably acceptable to Owner and which (a) has a combined single limit of not less than $2,000,000; (b) is issued by a company rated at least A/VII by A.M. Best; (c) names Owner as additional insured with respect to all matters arising out of this Agreement; (d) applies coverage limits on a "per location' basis; and (e) does not include any self- insured retention or deductible in excess of $25,000. FiberNet's insurance will be primary with respect to all matters arising out of this Agreement, with any other insurance maintained by Owner being excess and non - contributing. FiberNet shall deliver such evidence of insurance reasonably satisfactory to Owner at least 30 days prior to the expiration of any current policy or certificate; and (z) at such other times as Owner may reasonably request. The Distribution System will be present at the Property at the sole risk of FiberNet, and Owner will not be liable for any casualty or other damage thereto or theft, misappropriation or loss thereof, except to the extent caused by Owner's negligence or willful misconduct. 8. Warranties. A. Owner warrants that (i) it owns the Property and holds all rights and has full authority to execute this Agreement and to grant the rights herein granted; (ii) this Agreement constitutes and shall constitute a binding obligation of Owner; and (iii) there are no prior or existing agreements, nor will there be any such agreements during the Term, with Subscribers or other third parties that would be breached or violated by the execution of this Agreement or by FiberNet's providing Services to the Property. B. FiberNet represents and warrants that (i) it holds all rights and has full authority to execute this Agreement and to grant the rights herein granted; (ii) this Agreement constitutes and shall constitute a binding obligation of FiberNet; and (iii) there are no prior or existing agreements between Owner and FiberNet relating to the Property. 9. Default. If either party fails to perform or observe any of the material conditions or agreements to be performed or observed by it hereunder (the "Defaulting Party ") and such failure is not cured within 30 days after receipt of written notice from the other party (the "Non- defaulting Party "), the Non - defaulting Party, in addition to any other rights at law or equity it may have, shall have the right to immediately terminate this Agreement. 10. Marketing. As consideration for the compensation set forth in Section 11 below, Owner grants to FiberNet, during the Term of this Agreement, the exclusive right to access the Property to market the Services to Residents of the Property. If Applicable Law prohibit Owner from granting or FiberNet from obtaining the exclusive right to access the Property to market any of the Services at the Property, then such rights automatically shall be deemed non - exclusive, but only to the extent and for so long as required by Applicable Law. All on -site marketing by FiberNet must be pre- approved by Owner in writing, and may be limited or denied in Owner's sole but reasonable discretion. In addition, during the Term of this Agreement, Owner agrees that it will use commercially reasonable efforts to perform the services (the "Owner Services ") identified on attached Exhibit B. 11. Marketing Compensation. As consideration for the marketing rights granted by Owner to FiberNet in Section 10 above, and for the performance of the Owner Services, FiberNet shall pay the following compensation to Owner during the Term of this Agreement: A. FiberNet will pay to Owner a one -time fee in the total amount of $50.00 per Apartment Unit, totaling $10,100.00. This fee shall be payable incrementally on a pro -rata basis based on timing of granting of occupancy permits. Incremental share of fee based on units approved for occupancy shall be paid within 30 days of granting of occupancy permit. B. FiberNet will pay an amount of $47,066, which represents the total cost of media panel material, coax splitter material, patch panel Material. Of this amount $23,533 (first half) shall be paid incrementally with each increment based on pro -rata share of the 202 apartment units covered by an occupancy permit. Payment of incremental amount shall be paid within 30 days of granting of occupancy permit. The second half payment of $23,533 to be made no later than December 31, 2017. FiberNet will reimburse IRET $13,300 for costs associated with installation of 4 wing demarcation panels along with backbone wiring. Reimbursement to occur within 60 days of the execution of this agreement. C. During the Term of the Agreement, FiberNet shall pay to Owner a fee equal to 7% of the gross revenue received by FiberNet from the sale of the Services to Residents of the Property, exclusive of all applicable federal, state, or local taxes or franchise fees which FiberNet is required to collect from its customers and remit to a governmental entity. The revenue share payment shall be paid to Owner on a quarterly basis each year during the term of this Agreement, with each such payment due no later than 45 days following the end of each calendar quarter. FiberNet shall not add the revenue share payment to a Resident's bill in any manner. D. Owner shall have the right, within 120 days following the expiration of any calendar quarter, to audit, inspect and copy, to the extent applicable to Owner and the Property, all underlying information for the compensation paid to Owner pursuant to this Section of this Agreement for the immediately preceding calendar quarter upon 10 days' advance written notice by Owner to FiberNet. If the results of such audit reveal either an overpayment or underpayment to Owner of more than 3% of the actual amount owed to Owner, then Owner may audit, to the extent applicable to Owner and the Property, all Quarterly Reports for the immediately preceding 4 calendar quarters. Copies of all audit results shall be delivered by Owner to FiberNet within 10 days following completion thereof. Owner and FiberNet shall each pay their own costs and expenses, if any, related to the audits permitted in accordance with this Agreement, and FiberNet shall credit or pay to Owner the amount of any underpayment to Owner, as discovered by the audit, within 10 days of completion of such audit. In the event such audit discloses an overpayment to Owner, Owner shall pay FiberNet the amount of such overpayment within 10 days of completion of such audit. 12. Indemnification. Each party shall indemnify, defend and hold harmless the other (and its employees, representatives and agents) against all liabilities, claims, losses, costs, damages, and expenses resulting from its breach of any provision of this Agreement and from any injury to or death of any person (including injury to or death of their employees) or loss of or damage to tangible real or tangible personal property or the environment, but only to the extent that such liability, loss, damage or expense was proximately caused by its breach of this Agreement or by any negligent act or omission, willful misconduct or violation of law on the part of the party from whom indemnity is sought. Each party seeking such indemnification shall use reasonable efforts to promptly notify the other of any situation giving rise to an indemnification obligation hereunder and neither party shall enter into a settlement that imposes liability on the other without the other party's consent, which shall not be unreasonably withheld. 13. Limitation of Liability. The parties acknowledge that during the Term, the Services may experience interruptions or unavailability for use by Owner and Subscribers. Accordingly, to the extent that Services are temporarily unavailable, interrupted, degraded, or otherwise incur an outage (each, an "Interruption "), the sole and exclusive remedy for Owner or any Subscriber due to any such Interruption shall be service credits as provided for under Applicable Law and any separate subscriber agreement. IN NO EVENT SHALL EITHER PARTY BE LIABLE FOR ANY INDIRECT, INCIDENTAL, CONSEQUENTIAL, SPECIAL, RELIANCE, PUNITIVE OR ENHANCED DAMAGES OF ANY KIND OR NATURE WHATSOEVER (INCLUDING BUT NOT LIMITED TO ANY LOST PROFITS, LOST SAVINGS, OR BUSINESS HARM) ARISING OUT OF OR RELATING TO THE SERVICES OR THE PERFORMANCE OR NONPERFORMANCE UNDER THIS AGREEMENT, EVEN IF ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. 14. Disclaimer Of Warranty. Except as otherwise set forth in this agreement, with respect to the Services, FiberNet makes no agreements, warranties or representations, express or implied, either in fact or by operation of law, statutory or otherwise, including warranties of merchantability and fitness for a particular 5 purpose. Except as otherwise set forth in this agreement, with respect to the Property, Owner makes no agreements, warranties or representations, express or implied, either in fact or by operation of law, statutory or otherwise, including warranties of merchantability and fitness for a particular purpose. Owner shall have no responsibility for, or obligation or liability with respect to, the reliability or continued operation of the Distribution System. 15. Successors; Assignment. A. The covenants, agreements and obligations herein contained, except as herein otherwise specifically provided, shall extend to, bind, and inure to the benefit of the parties hereto and their respective successors and assigns. B. FiberNet may, upon advance written notice (but without Owner's consent), assign all of FiberNet's right and interest in and under this Agreement (in whole but not in part) to (a) a subsidiary, affiliate or parent company; or (b) any entity which succeeds to all or substantially all of FiberNet's assets by merger, sale or similar business combination. Fibernet may not otherwise assign or transfer all or any portion of FiberNet's rights or interest in or under this Agreement without the prior written consent of Owner, which consent may be withheld in Owner's sole discretion. No assignment shall release FiberNet from any of its obligations hereunder. C. Owner may, upon notice (but without FiberNet's consent), assign its interest in the Property, or this Agreement, at any time. If Owner transfers (other than for collateral security purposes) Owner's interest in the Property, the transferor is automatically relieved of all obligations accruing under this Agreement from and after the transfer, and the transferee becomes the "Owner" hereunder, to the extent applicable to the transferred Property. This Agreement binds each successive "Owner" only during and with respect to its respective period of ownership. Notwithstanding any such transfer, however, the transferor remains entitled to the benefits of all releases and indemnity and insurance obligations (and similar obligations) under this Agreement with respect to matters arising or accruing during the transferor's period of ownership. 16. Subordination; Estoppels. This Agreement and all rights of FiberNet hereunder are subject and subordinate to (a) all easements, declarations, covenants, restrictions and other matters now or hereafter affecting title to the Property; and (b) the lien of any mortgage, deed of trust, security interest or other security document that at any time may encumber all or any part of the Property. The preceding subordination is hereby declared to be self- operative and no further instrument shall be required to effectuate the foregoing, but in confirmation of this provision, FiberNet shall execute, within 10 days after request any certificate that Owner may require acknowledging this subordination. Within 10 days after Owner's request, FiberNet shall execute and deliver a written statement in form satisfactory to Owner certifying: (a) that this Agreement is unmodified and in full force and effect (or, if modified, stating the modifications); (b) the last date of payment of any fees or other sums payable to Owner hereunder and the time period covered by such payment; (c) whether there are any existing breaches or defaults by Owner under this Agreement known to FiberNet and, if so, specifying the same; and (d) such other factual matters as may reasonably be requested. Any lender, prospective lender, investor, purchaser or other party dealing with all or any part of any Property may conclusively rely upon such statement as true and correct. If FiberNet fails to timely deliver the statement, any such party may conclusively presume (and FiberNet is estopped from denying) that (i) the terms and provisions of this Agreement have not been changed; (ii) this Agreement has not been canceled or terminated; (iii) not more than one month's fee has been paid in advance; and (iv) no breach or default by Owner exists under this Agreement. 17. Liens. FiberNet shall not create any mechanic's or materialman's lien on the Property (including without limitation on the System or the Inside Wiring). If any such lien is filed, FiberNet shall within 30 days after receiving written notice from Owner either pay the lien, or contest the validity or amount of any such lien or claimed lien but only if FiberNet shall have such lien bonded off and released of record. If FiberNet fails timely to take such action, Owner may take such action as it deems appropriate to discharge such lien and FiberNet shall cooperate with Owner to accomplish such discharge and shall reimburse Owner for all reasonable and actual costs incurred in connection therewith upon receipt of any invoice therefore. 18. Confidentiality. Owner and FiberNet shall not during the term of this Agreement, as well as for a period of 3 years following the expiration or earlier termination of this Agreement, disclose any of the terms of this Agreement to any third party without the prior written consent of the other party. Notwithstanding the foregoing, the parties may, without the prior written consent of the other party, disclose the terms of this Agreement: (1) as reasonably necessary to its employees, representatives, affiliates, attorneys, accountants, management agencies, and any potential bona fide purchasers of the Property ( "Permissible Parties "), so long as such Permissible Parties agree to be bound by the confidentiality provisions of this Section; or (2) as required by Applicable Law. 19. Miscellaneous. A. Authority to Execute. This Agreement shall not be effective unless and until executed by Owner and by an authorized corporate officer of FiberNet with actual authority to do so. B. Entire Agreement. This Agreement and any exhibits hereto collectively represent the entire understanding and agreement between Owner and FiberNet with respect to the subject matter hereof. This Agreement supersedes all prior negotiations and agreements, oral or written, between Owner and FiberNet with respect to the subject matter hereof and cannot be amended, supplemented or modified except by an agreement in writing which makes specific reference to this Agreement and which is signed by the party against which enforcement of any such amendment, supplement or modification is sought. C. Non - Waiver. Failure of either party to exercise any of its remedies as set forth in this Agreement or at law or in equity in the event of any default by the other party shall not constitute a waiver of the right of the non - defaulting party to exercise the same in the event of a subsequent default by the defaulting party. D. Attorneys' Fees. The prevailing party in any action brought under this Agreement shall be entitled to recover from the other party reasonable attorney's fees, costs and necessary disbursements. E. Governing Law. This Agreement and all issues related thereto shall be governed by the laws of the state of Minnesota, without regard to its conflicts of law provisions, except where the laws of the United States have precedence. F. No Agency. FiberNet and Owner are independent business entities and neither has any authority to act for, or on behalf of, or bind the other to, any contract, without the other's written approval. G. Notices. Any consent, election or notice required or permitted to be given under this Agreement shall be in writing and hand delivered or sent by certified or registered mail or via reputable overnight express delivery service to the address included at the end of this Agreement, or to such other address or addresses as shall, from time to time, be furnished in writing by the party to receive such notice to the other party. The initial notice address of each party is set forth below following each party's signature block. H. Short Form Agreement. If requested in writing by FiberNet, Owner shall execute and deliver to FiberNet a memorandum of this Agreement, in form reasonably acceptable to both Owner and FiberNet. FiberNet may record such memorandum in the real estate records associated with the Property, provided that the memorandum specifically states the date on which the Agreement shall automatically terminate and be of no further force and effect. I. No Third Party Beneficiaries. This Agreement constitutes an agreement solely among the parties hereto, and, is not intended to and will not confer any rights, remedies, obligations or liabilities, legal or equitable on any person (including, without limitation, any Resident or Subscriber) other than the parties hereto and their respective successors or assigns, or otherwise constitute any person (including, without limitation, any Resident or Subscriber) a third party beneficiary under or by reason of this Agreement. J. Severability. Any provision of this Agreement held by a court of competent jurisdiction to be invalid or unenforceable shall be deemed modified to the minimum extent necessary to make such provision valid and enforceable under the circumstances. The invalidity or unenforceability of any such provision, or any part thereof, shall not impair or invalidate the remainder of this Agreement and the effect thereof shall be confined to the provision held to be invalid or illegal. K. License Only. This Agreement creates a license only and FiberNet acknowledges that FiberNet does not and shall not claim at any time any interest or estate of any kind or extent whatsoever in the Property by virtue of this Agreement or FiberNet's use of the Property pursuant to this Agreement. The parties further acknowledge that in no event shall the relationship between FiberNet and Owner be deemed to be a so called landlord- tenant relationship and that in no event shall either party be entitled to avail itself of any rights afforded to landlords or tenants respectively under Applicable Law. This Agreement is not and does not grant an easement. L. Force Majeure. Neither party shall be liable to the other or any third party for failure to meet any of its obligations under this Agreement, where such failure is the result, in whole or part, of any labor dispute, failure of usual sources of supply, war, riot, insurrection, vandalism, commotion, fire, flood, earthquake, accident, storm, act of God or government or any other cause beyond such party's reasonable control. M. Construction. This Agreement has been negotiated by Owner and FiberNet and their respective legal counsel, and legal or equitable principles that might require the construction of this Agreement or any provision of this Agreement against the party drafting this Agreement shall not apply in any construction or interpretation of this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement as of the Effective Date. FIBERNET: City of Monticello, a Minnesota municipal corporation By: _ Name: Title: Address: 118 61h Street West, Suite A Monticello, MN 55362 OWNER: IRET Properties, a North Dakota Limited Partnership By: IRET, Inc., general partner By: _ Name: Title: Address: 1400 31s' Avenue SW, Suite 60 Minot, ND 58701 Exhibit A Location of FiberNet Wiring From ROW [see attached] �l. Exhibit B Owner Services 1. FiberNet will provide Owner with FiberNet's marketing and promotional materials for the Services ( "Marketing Materials "). The Marketing Materials shall be subject to the reasonable approval of both FiberNet and Owner. FiberNet shall provide the Marketing Materials at no cost to Owner. 2. Owner shall include Marketing Materials on how to order Services in Owner's leasing packet for Apartment Units. 3. Owner shall display Marketing Materials in the leasing office of the Property. 4. Owner shall require Owner's leasing agents at the Property to promote FiberNet to all potential Residents. 5. Owner's leasing agents will make commercially reasonable efforts to promptly communicate requests for the Services to FiberNet from a Resident or a prospective Resident pursuant to such reasonable policies and procedures that are provided to Owner by FiberNet, including but not limited to referrals to a specific website or to personnel designated by FiberNet. MONTICELLO CROSSINGS FiberNet powered by Arvig Negotiations Spreadsheet 2- Jun -16 Rev. 6/7/16 IRET /FNM - Cost items and potential distribution Description - all cost known to this point Total Ownership FiberNet FiberNet IRET Expense Expense Fiber Install Yr 1 Yr 2 Expense Notes: Labor pulling owner supplied fiber optic cable. Special Media Panels per FiberNet Specs (202 units) Media panel material Coax Splitter Material 6/12 /patch panel material High Voltage Outlet Material Labor and subcontractor mark -up Suppy 3MM Fiber Optic Cable Supply (425) fuse Connect 3.0 MM Connectors Fiber Splicing and Testing 200 Units Four FNM Cabinets (Base plus one per wing) Backbone wiring Fiber Drop to building E7 Card (necessary to accommodate new users) Door Fee at start ($100 /unit) Revenue Share 7% of gross revenue* $18,500 NA $18,500 Provided by IRET Contractor Fits FNM operational needs $22,220 IRET $11,110 $11,110 $0 Paid over two year period $6,868 IRET 423 423 $6,022 Paid over two year period $24,000 IRET $12,000 $12,000 $0 Paid over two year period $6,464 IRET $0 $0 $6,464 Labor - installation of Panels $19,048 IRET $0 $0 $19,048 Labor - installation of Panels $10,517 IRET $10,517 Internal wiring of buildings $7,335 IRET $7,335 Internal wiring of buildings $17,500 IRET $17,500 Internal wiring of buildings $11,800 FiberNet $11,800 Installed by IRET to be reimbersed $1,500 IRET $1,500 Installed by IRET to be reimbersed $2,500 FiberNet Installed under separate agreement with IRET to provide phone service $20,000 FiberNet $20,000 Needed for adding this number of Customers. Housed at IRET facility $10,100 FiberNet $10,100 Standard fee is $200 /unit Total Net $178,352 $66,933 $23,533 $85,386 23533 47066 Additional costs: Upgraded Cat 5 to Cat 6, plus 2nd RG6 cable IRET $20,450 Upgraded all phone & TV jacks to data /tv jacks IRET $48,100 Total $153,936 $53,088 City Council Agenda: 06/13/16 4B. Consideration to authorize a match of $9,000 for approximately three acres of Bertram Lake Shoreland for inclusion in the Bertram Chain of Lakes Regional Park. (AS) A. REFERENCE AND BACKGROUND: The City Council is asked to approve a matching contribution of $9,000 to acquire approximately 2 -3 acres of property adjacent to Bertram Lake for inclusion in the Bertram Chain of Lakes Regional Park. The property lies on the west shore of Bertram Lake, between Briarwood Avenue and the lake itself. The property is currently part of a larger 69 acre parcel owned by Roberta and Ladonna Lamm. Wright County Parks was approached by the property owner regarding the possibility of splitting and acquiring the small piece separated by Briarwood Avenue. Acquisition of the parcel will allow the City and County to more fully encompass Bertram Lake, extending the regional park boundary to almost completely surround Bertram Lake. Only one other privately owned parcel exists along the park's four lakes. The Bertram Chain of Lakes Regional Park Advisory Council recommends acquisition of the parcel, with joint ownership of the two bodies as part of the larger regional park. The Wright County Board of Commissioners previously approved the corresponding $9,000 County contribution in May of this year. If the City Council approves the match, Wright County will prepare the purchase agreement, which will be brought forward to the City Council for approval. A certificate of approval will also be prepared. Prior to Council's consideration of the purchase agreement, and consistent with Minnesota Statues, the Planning Commission will consider whether the acquisition is consistent with the Comprehensive Plan on July 5tn, 2016. Al. Budget Impact: The $9,000 cost of acquisition was not a budgeted expense. The amount would be paid from the Park & Pathway Dedication fund, which has a current balance of $1,208,908. Less the $553,090 in expenses related to the 2016 Phase IX and X acquisitions and the $200,000 budgeted for interim improvements at BCOL in 2016, the fund will have a balance of $455,000. It should be noted that there is one final acquisition at BCOL, Parcel 2. That acquisition is estimated at $507,000 for City share and is planned for 2017. If the park fund does not accrue sufficient dedication resources prior to the time of acquisition of Parcel 2, Council will be asked to fund an additional transfer from the Capital Project Fund. A2. Staff Workload Impact: Limited to discussion with the Advisory Council and preparation of this report. City Council Agenda: 06/13/16 B. ALTERNATIVE ACTIONS: 1. Motion to approve authorization of a match of $9,000 for approximately three acres of Bertram Lake Shoreland for inclusion in the Bertram Chain of Lakes Regional Park. 2. Motion to deny authorization of a match of $9,000 for approximately three acres of Bertram Lake Shoreland for inclusion in the Bertram Chain of Lakes Regional Park. 3. Motion of other. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. The acquisition of the parcel creates a longer continuous park boundary for the Bertram Chain of Lakes, secures additional shoreline at Bertram Lake and supports more secure management and operation functions for the park and lake. D. SUPPORTING DATA: • Parcel Illustration • Aerial Image, Bertram Lake Area • Park Concept Plan 2 Subject Parcel June 8, 2oi6 inch = 376 feet City Boundary Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES /Airbus DS, USDA, ary or USGS,AEX, Getmappng,Aerogrid, IGN, IGP, AMp nticello sWsstopo, and the GIS User Community Map Powered by DataLink from WSB & Associates Bertram Lake Area June 8, 2oi6 1 inch = 752 feet City Boundary Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES /Airbus DS, USDA, aiv or USGS, AEX, Getmappng, Aerogrid, IGN, IGP, IT Monticello sWsstopo, and the GIS User Community Map Powered by DataLink from WSB & Associates -- I UJ z II w 3 co Park jEntrance I Ift�7at�e I Park Use Reservation/ Visitor Faci ties \ it B M l- r Beach/ Fishing Bertram Lake N� Lake Access T City Trail Connectio R t Dry Prairie rw Interpretive Area Restored Dry Prairie ,nter retive Signs - �� I � Shaded Bench ,heating i c M Y v 3 , I m I i �. am odd Mud Lake I T YMCA ¢ De 'pl y f C�no� -Yn Camrng t Lake K j i i 1 % A a' 4a 1, m �i i 'Lake Ec logy — Interpre ve Area Overlook _ Lake /Water ualit (� Monitoring and Shorehoe Management Area - InferpFe v, Signs j Lake Overlooic�latforrri canoe $` Access T i o /Launch = ,y Long Lake 1� (n VI Bertram C6ain of La \ f Re 9 Tonal Park Development Concept Oak Savanna,, November 02, 2012 (rev.) r ' Interpretive' rea June 10, 2011 -'� Walk -In Campsites Restored Oak Savanna r� Kame Landform -- ��; Prepared for. Interpretive- Signs he B a n Chain of Lakes Shaded Bench - — / Advisory Council C anoe Seating by G. Sones 500' -- 1000' I Access /Launch �' Trail Head ' Parking % ,r Park Entrance h' /Trail Head �o / [�X* ' Parking s Jvore: Bike /Hike and Ski Trails and Walking Paths are shown for conceptual layout purposes. Existing pathways beyond these alignments (not shown here), such as mountain bi e routes, are subject to review by the BCOL Advisory Council's Technical Review Committee for consideration. - -- — ke /Hike Trail - - -- - - -- - -- — Overlook t Wetland Ecological i/ Interpre_ tive Al e K4nagement Area \ Bike /Hike Trail e it z Interpretive S,iiggn -s�-- Idle a at rfoul Overlook Blind )' W Obsei 4.. Blind III I City Trail - Connection City Council Agenda: 06/13/2016 4C. Consideration of approving internal rent for Prairie Center building (WO) A. REFERENCE AND BACKGROUND: This agenda item assigns internal rent to the various users of the Prairie Center building. The last paying tenant Rivers of Hope, which paid $1,635 monthly or $19,620 annually. FiberNet is charged $1,415 monthly or $16,980 annually. FiberNet typically gets 3 to 5 visitors a day. The Wright County Sheriff's Office is a light user of space and the space is provided through the law enforcement contract. Probation will move to accommodate Friendship Island. Friendship Island will be an intense user of the former Rivers of Hope space. The city has not attempted to fill vacant spaces with new tenants because it would be competing with the private sector. The adopted 2016 budget contains $14,120 for building operating expenditures. Internal rent should be allocated by space occupied and intensity of use. All expenditures should be allocated to users, not potential users. The bowling alley contract with the soccer club works this way. FiberNet and the sheriff's office should be considered low traffic, light users of the Prairie Center. Friendship Island should be considered an intense user because the demands (utilities, repair & maintenance, etc.) it places on the facility are much greater. The following schedule reflects space occupation, usage intensity, and distributed estimated costs. At year end, amounts can be adjusted to reflect actual expenditures. Budget to be distributed $ 14,120 Al. Budget Impact: Distribution of expenditures. A2. Staff Workload Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to adopt the above schedule format for distributing expenditures for the Prairie Center. 2. Other 1 % of Usage Space Tenant Intensity Load % of Annual Monthly Tenant Occupied Months Weight Factor Load Allocation Allocation FiberNet 25% 12 9 0.05952 59.6% $ 8,416 $ 701 Friendship 25% 3 10 0.01653 16.6% $ 2,338 $ 779 Sheriff 10% 12 9 0.02381 23.8% $ 3,366 $ 281 60% 27 28 0.09987 100.0% $ 14,120 $ 1,761 Al. Budget Impact: Distribution of expenditures. A2. Staff Workload Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to adopt the above schedule format for distributing expenditures for the Prairie Center. 2. Other 1 City Council Agenda: 06/13/2016 C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • None.