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City Council Agenda Packet 02-22-2016AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, February 22, 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 February 8, 2016 • Regular Meeting Minutes from February 8, 2016 • Special Meeting Minutes from January 12, 2016 (FiberNet 3rd Party Management) C. Consideration of Adding Items to Agenda D. Citizen Comments E. Public Service Announcements/Updates • Photo Contest Winners • Public Information Meeting F. Council Liaison Updates • FiberNet Advisory Board • EDA • TAC • MCC Advisory Board • Personnel Committee • MOAA Board G. Department Updates • Community Development • City Administrator Update 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 approve an application for a temporary charitable gambling permit for a raffle to be conducted by the Wright County Ducks Unlimited Chapter 39 E. Consideration to approve out -of -state training for Finance Director F. Consideration to approve a $50 monthly stipend for non - council members of the Economic Development Authority G. Consideration to approve Resolution 2016 -009 accepting a contribution for 2016 from Tom Perrault to go to the General Fund H. Consideration to approve a Special Permit allowing use of Yd Street parking lot, closure of Walnut Street and related assistance in conjunction with the Rotary "Taste of the Towns" event on September 15, 2016. Applicant: Monticello Rotary Club I. Consideration to adopt Resolution 2016 -012 calling for a Public Hearing to issue revenue bonds by the City of St. Cloud on behalf of CentraCare Health System Consideration to approve the purchase of a boarding river dock to replace the old fishing pier at Ellison Park K. Consideration to adopt Resolution No. 2016 -011 to approve an amendment to Conditional Use Permit in the R -A (Residential Amenities) Zoning District for wireless telecomm service antennae as per Chapter 4.13(G) Telecommunication Towers and Antennas of the Monticello Zoning Ordinance. Applicant: Richter, Kristine/Black & Veatch L. Consideration to adopt Resolution No. 2016 -010 approving an amendment to Conditional Use Permit for commercial lodging building addition in the B -3 (Highway Business) Zoning District as per Chapter 3.5€ and Chapter 5.2(F)(8) of the Monticello Zoning Ordinance. Applicant: Seifert, Joe/Miller Architects & Builders 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda 5. Added Items 6. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Tuesday, January 12 2016 — 8 a.m. Academy Room City Hall - Monticello Community Center Present: Brian Stumpf, Charlotte Gabler, Lloyd Hilgart, Glen Posusta Absent: Tom Perrault Others: Jeff O'Neill, City staff. Rachel Leonard and Bryan Rabe 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 8 a.m. 2. Interviews Council members and staff interviewed three companies with the potential to be a contract manager for FiberNet Monticello: MidAtlantic Broadband, Arvig, and Consolidated Telecommunications Company. 3. Discussion on FiberNet 3rd Party Management Interviews The City Council discussed continuing negotiations with two of the three potential 3rd Parry Management providers. Glen Posusta moved that the City negotiate with Consolidated Telecommunications Company and Arvig. Lloyd Hilgart seconded the motion. Motion carried 4 -0. 4. Adjournment By consensus the meeting was adjourned at .m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes — January 12, 2016 Page 1 1 MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, February 8, 2016 — 5 p.m. Academy Room City Hall - Monticello Community Center Present: Brian Stumpf, Charlotte Gabler, Lloyd Hilgart, Tom Perrault, Glen Posusta Absent: None Others: Jeff O'Neill, City staff. Tom Pawelk, Angela Schumann, Shibani Bisson, Kitty Baltos Park Commission Members: Larry Noland and Nancy McCaffrey 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5 p.m. 2. Bertram Chain of Lakes Athletic Park Angela Schumann, Community Development Director, gave a brief history of the park and the project. She noted the project goals that were provided in the City Council packet. She then reviewed the Master Planning process and the timeline. As part of this she mentioned the grant requirement and the need to complete and interim improvement by 2017. WSB Consultants Steven Foss and Jason Amberg were present to review the project and update the City Council on any changes. Jason Amberg, gave a recap of the November 23 Needs Assessment that was completed and noted that current capacity doesn't meet the needs of the community. As part of this he noted that there has been a change in the master plan layout. After meeting with stakeholders and others the baseball field have been moved to be more visible and closer to the play area. Steven Foss touched on future development of the park. The first development would be to complete the interim development improvements to meet the grant criteria. This would then be followed by four development areas. There is no specified order of building Area #1, #2, #3, or $4; much depends on need of City and cost associated with each area. It was mentioned to do the development area in three phases if agreeable to the City Council. Brian Stumpf and Lloyd Hilgart both noted that they would be in favor of three phases. Brian Stumpf added that he would support developing the norther section first. Charlotte Gabler would also support the northern tier first, and possibly the western tier. Glen Posusta expressed his concern about the large cost of the project. The next steps of the process include: 1) Adopt Master Plan; 2) Finalize Feasibility; 3) Construct 1St Phase (interim use per grant funding); and 4) Seek additional funding and develop site. Angela Schumann suggested that the City Council could review or tour other facilities like BCOL to get a better idea of the project. Angela Schumann provided a brief explanation of the conversion process relating to the Xcel /City ballfields. Jack Corkle, WSB Transportation Planner, was present to address City Council Special Meeting Minutes — January 25, 2016 Page 1 1 the conversion issue. She noted that this is an opportunity for the City to submit a request for conversion of the Xcel /City ballfields for the approximately 27 -acre bio -solid area as the replacement resource should it become necessary. While the City may elect to move forward with the formal conversion request at this time, it does not need to decommission the Xcel /City fields within a certain timeframe. However, when the City does seek to decommission the fields, the City will need to develop alternative outdoor recreation land and facilities within three years. Jack Corkle noted that in her discussions with the DNR, they have stated that they may be flexible on this 3 -year timeframe. If the City Council chooses not to move forward with the conversion and the City can no longer use the Xcel fields they will need to find space to re -build a comparable four -field pinwheel at an approximate costs of $2.5 -$3 million. The conversion process, although an expense, is an insurance policy for if or when the Xcel ballfields are decommissioned. There was discussion among the Council on the project phases and costs. Brian Stumpf requested the Council be provided some cost numbers on the different tiers of development and options. 3. Adjournment By consensus the meeting was adjourned at 6:20 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes — January 25, 2016 Page 2 1 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, February 8, 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. ADUroval of Meetine Minutes • Special Meeting Minutes from January 25, 2016 Tom Perrault moved approval of the Special Meeting Minutes of January 25, 2016. Lloyd Hilgart seconded the motion. Motion carried unanimously. • Regular Meeting Minutes from January 25, 2016 Charlotte Gabler moved approval of the regular meeting minutes of January 25, 2016 as revised. Tom Perrault seconded the motion. Motion carried unanimously. C. Consideration of Adding Items to the Agenda • Rachel Leonard, Communications Coordinator, provided an update on FiberNet in regard to internet subscribers. She commented that it is difficult to compare internet prices with others because other companies like to bundle their services. She added that FiberNet is priced competitively for this market. D. Citizen Comments • None. E. Public Service Announcements • MCC — Kitty Baltos, Community Center Director, announced that the Yd Annual Winter Block Party will be held on February 20 which will include a snow sculpting contest taking place from 9 a.m. — 1 p.m. They will also be awarding the photo contest winners. • Rachel Leonard commented on a tree sale that the City if offering to residents of the City of Monticello. Order forms are due by February 26. This year there are six types of trees available and there is a limit of three trees per resident. City Council Minutes — January 11, 2016 Page 1 1 5 F. Council Liaison Uudates • Parks Commission — Brian Stumpf provided an update on the Parks Commission meeting which included the following items: alcohol rules at Xcel ballfields; BCOL athletic field; Sprit Hills trails connection to Hillside Farms; Disc Golf; Otter Creek Park Gazebo; and Paws for Parks goal for the dog park. • BCOL — Brian Stumpf noted that a new member was added to the board. There was discussion on the Athletic Field master plan and the natural play scape area. The board also talked about the future triathlon. • IEDC — Jeff O'Neill stated that there was discussion about consolidating with the EDA. He added that networking is important to this group and that the group represents industry and has direct contacts with the industrial community. • Planning Commission — Charlotte Gabler mentioned that the Commission reviewed a variance and CUP for Best Western and approved a CUP amendment for wireless communication antennae. G. Debartment Uudates • Rachel Leonard provided a brief update on the process staff will be using to engage the public and receive input on community /city priorities. • City Administrator Jeff O'Neill provided the following updates: 1. TAC will be meeting on Thursday to discuss 95th Street and review any updates on Fallon Avenue. 2. MOAA met to discuss an ordinance amendment that would allow a 40 acre solar energy in the orderly annexation area. 3. Highway 25 Coalition met. To date, Big Lake and Big Lake Township have approved the Joint Powers agreement. Both Wright County and Sherburne County have not yet approved the agreement. Becker and Becker Township do not want to be involved. Brian Stumpf noted that he will be setting up a meeting to find out why there is no involvement by them. 4. Update on FiberNet 3rd Party Management Provider. Mr. O'Neill noted that staff is working on gathering information for the candidates to assist in their proposal process. These may be available in approximately three weeks. 2. Consent Agenda Lloyd Hilgart moved approval of the consent agenda excluding items A, F, G, and H. Tom Perrault 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 to ratify the hires for the MCC and the departures for the MCC. City Council Minutes — January 11, 2016 Page 2 1 5 C. Consideration of approving the sale /disposal of surplus city property. Recommendation: No report this cycle. D. Consideration to recommending the appointments of representatives to the Industrial and Economic Development Committee. Recommendation: Approved the appointment of Mari Lou McCormic and Chamber of Commerce representative Jason Kisner. E. Consideration to approve an application for a temporary charitable gambling permit for a raffle to be conducted by the Wright County Pheasants Forever Chapter #95 in conjunction with their Annual Membership banquet. Recommendation: Approved the application for gambling permit for an event to be held on March 5, 2016. F. Consideration to approve a Special Permit to allow alcohol during Monticello Community Center authorized/sponsored Adult Leagues at the Xcel Ball Fields. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. G. Consideration to approve Ordinance No. 632 establishing Therapeutic Massage Enterprise and Massage Therapist Licenses and Ordinance No. 633 amending the Fee Schedule. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. H. Consideration to authorize preparation of plans and specifications for interim improvements at the Bertram Chain of Lakes Regional Park — Athletic park and to authorize application for required permits, including Wright County for Land Alteration Permit. 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. Charlotte Gabler pulled the item due to question on payment to Consolidated Telecommunications. Jeff O'Neill responded that this payment is for consulting on the potential IRET project. Charlotte Gabler moved approval of the payment of bills. Lloyd Hilgart seconded the motion. Motion carried unanimously. F. Consideration to approve a Special Permit to allow alcohol during Monticello Community Center authorized /sponsored Adult League at the Xcel Ball Fields. City Council Minutes — January 11, 2016 Page 3 1 5 Glen Posusta pulled the item and questioned the process and how the alcohol is supplied. Kitty Baltos responded that the participants would bring their own alcohol. The MCC /Kitty Baltos would hold the permit which would allow those participating in the league to bring alcohol into the park. Glen Posusta moved approval of the Special Permit. Lloyd Hilgart seconded the motion. Motion carried unanimously. G. Consideration to approve Ordinance No. 632 establishing a Therapeutic Massage Enterprises and Massage Therapists Ordinance and Ordinance No. 632 amending the Fee Schedule. Tom Perrault pulled the item and had a question in regard to the City's capability in providing photo IDs to the applicants. Jennifer Schreiber, City Clerk, responded that the City is able to issue a photo ID. Brian Stumpf wondered if the time that these enterprises could open for business could change from 8 a.m. to 6 a.m. Jennifer Schreiber noted that the time could be amended to whatever the City Council prefers. Charlotte Gabler moved approval of Ordinance 632 establishing a Massage Therapy Ordinance with the amendment that establishments can be open from 6 a.m. —10 p.m.; approval of Summary Ordinance 632A; and approval of Ordinance 633 amending the Fee Schedule. Tom Perrault seconded the motion. Motion carried unanimously. H. Consideration to authorize preparation of plans and specifications for interim improvements at the Bertram Chain of Lakes Regional Park— Athletic Park to authorize application for required permits, including Wright County for Land Alteration Permit. Tom Perrault pulled the item in order to vote no. Angela Schumann gave a brief overview of the interim improvement which included information on public accessibility and stipulations of the grant. There are two decisions for approval on this item. Decision 1 Brian Stumpf moved approval to authorize preparation of plans and specifications for interim improvements at the Bertram Chain of Lakes Regional Park Athletic Park as identified in the staff report of 2/08/16. Lloyd Hilgart seconded the motion. Tom Perrault and Wayne Posusta voted against. Decision 2 Lloyd Hilgart moved to authorize application for required permits, including Wright County for Land Alteration Permit. Charlotte Gabler seconded the motion. Motion carried 3 -2; To Perrault and Glen Posusta voted against. 3. Public Hearings None. City Council Minutes — January 11, 2016 Page 4 1 5 4. Regular Agenda A. Consideration to approve preparation of a Parkland Conversion Request by WSB & Associates for the Xcel /City Ballfields and former City bio- solids property. Angela Schumann presented a brief overview of the conversion which included an estimated cost and scope of work. Jack Corkle, WSB, was present to address any questions relating to the approximate cost of $25,000 - $30,000 to complete the process. Ms. Schumann noted that, although the conversion process is a significant investment by the City, it preserves an opportunity for decommissioning of the Xcel /City ballfields utilizing approximately 27 -acre bio -solid area as the replacement resource should it become necessary. It was added that in discussion with the DNR there may be flexibility on the 3 -year time frame if the fields are still in use. This 3 -year time frame relates to the time the City will have to develop outdoor recreation land and facilities once the Xcel /City fields have been decommissioned. Lloyd Hilgart suggested that the City obtain something in writing from the DNR that notes they would be flexible on the three years. Lloyd Hilgart moved approval of the preparation of a Parkland Conversion Request by WSB & Associates for the Xcel/City Ballfields and form City bio- solids property, including continued communication with Xcel Energy regarding the process. Charlotte Gabler seconded the motion. Motion carried 3 -2; Tom Perrault and Glen Posusta voted against. 5. Adiournment By consensus the meeting was adjourned at 7:29 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes — January 11, 2016 Page 5 1 5 City Council Agenda: 02/22/16 2A. Consideration to approve the 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 $484,894.23. 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 Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 02/17/2016 - 1:20PM Batch: 00205.02.2016 - 205.02.2016 AP Invoice No Description Amount Payment Date Acct Number Vendor: 3974 A+ TAXI OF MONTICELLO INC Check Sequence: 1 20130842 January 2016 - 806 rides 3,333.33 02/23/2016 10145178- 431990 Check Total: 3,333.33 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 2 52175600 resale- wine 400.00 02/23/2016 609 - 49750- 425300 52175600 resale - liquor 96.00 02/23/2016 609 - 49750- 425100 52175600 freight 13.50 02/23/2016 609 - 49750- 433300 93433500 resale - condiments 143.29 02/23/2016 609 - 49750- 425500 93433500 freight 0.66 02/23/2016 609 - 49750- 433300 Check Total: 653.45 Vendor: 1067 BERNICK'S Check Sequence: 3 81813 resale - soda pop 132.30 02/23/2016 609- 49750- 425400 81813 resale juice 32.80 02/23/2016 609 - 49750- 425500 81814 resale - beer 1,816.85 02/23/2016 609 - 49750- 425200 82449 Resale - Pop, Water, Juice 319.00 02/23/2016 226 - 45127- 425410 84708 resale juice 32.80 02/23/2016 609 - 49750- 425500 84708 resale - soda pop 33.75 02/23/2016 609 - 49750- 425400 84709 resale - beer 1,145.00 02/23/2016 609 - 49750- 425200 85357 Parry Room - Water 19.20 02/23/2016 226 - 45127- 421460 85357 Resale - Pop, Water, Milk, Juice 681.50 02/23/2016 226 - 45127- 425410 Check Total: 4,213.20 Vendor: 4362 PATTY & KEVIN BERTHIAUME Check Sequence: 4 2/8/2016 Refund - Canceled Room Reservation 145.96 02/23/2016 226 - 45122- 347010 2/8/2016 Refund - Canceled Room Reservation 10.04 02/23/2016 226 - 00000 - 208100 Check Total: 156.00 Vendor: 2535 BORDER STATES ELECTRIC SUPPLY Check Sequence: 5 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number 910751126 (6) CYBE- CS50U48V 48V UPS 918.85 02/23/2016 656- 49877 - 421990 01312016 Check Total: 918.85 02/23/2016 656- 49879 - 430920 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF 1,326.45 Check Sequence: 6 1080431824 resale - liquor 4,433.69 02/23/2016 609- 49750- 425100 1080431824 resale- wine 306.23 02/23/2016 609 - 49750- 425300 1080431824 resale- wine n/a 39.95 02/23/2016 609 - 49750- 425400 1080431824 freight 48.20 02/23/2016 609 - 49750- 433300 2080122310 resale - liquor credit - 342.01 02/23/2016 609- 49750- 425100 2080122315 resale - liquor credit -85.15 02/23/2016 609 - 49750- 425100 Check Total: 4,400.91 Vendor: 1749 CALIX NETWORKS INC Check Sequence: 7 1143275 utx - (25) GigCenter 7,523.42 02/23/2016 656- 49877 - 421800 Check Total: 7,523.42 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 8 2348 -000G 162 Planning & Zoning - Jan 2016 150.00 02/23/2016 101 - 41910- 430400 2348 -000G 162 15D001 - Monticello Commerce 8th Addition - J 210.00 02/23/2016 101 - 00000 - 220110 2348 -000G 162 General Legal - Jan 2016 1,650.00 02/23/2016 101 - 41610 - 430400 2348 -125G 10 ZRCFOS - Church St.Henry/Fallon Ave Improve 1,200.00 02/23/2016 101 - 41610 - 430400 Check Total: 3,210.00 Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC Check Sequence: 9 279 -45 resale - n/a beer 168.50 02/23/2016 609 - 49750- 425400 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Check Total: 168.50 Vendor: 2213 CBS TV STATIONS Check Sequence: 10 01312016 WCCO Jan 2016 1,326.45 02/23/2016 656- 49879 - 430920 Check Total: 1,326.45 Vendor: 3602 CENTRACARE HEALTH MONTICELLO Check Sequence: 11 2/16/2016 ZZHELI - Refund Escrow on Helipad 744.50 02/23/2016 101 - 00000 - 220110 Check Total: 744.50 Vendor: 2654 CENTURYLINK Check Sequence: 12 L04003703716039 Feb 2016 Local Internet Serv. 99.07 02/23/2016 656- 49879 - 430910 R72010610616039 Feb 2016 Private Line Transport Access charge 600.00 02/23/2016 656- 49879 - 430910 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number 897006006016039 Feb 2016 Private Line Transport Access charge 145.21 02/23/2016 656- 49879 - 430910 Check Total: 844.28 Vendor: 3231 COMMISSIONER OF REVENUE Check Sequence: 13 2/3/2016 Sale of Parcel 155- 183 - 000010 250.00 02/23/2016 101 - 41310- 443990 Check Total: 250.00 Vendor: 2197 CORPORATE CONNECTION Check Sequence: 14 40772 (2) XL lime class zip Hoodie (1/2) 19.95 02/23/2016 602 - 49490 - 420650 40772 (2) XL lime class zip Hoodie (1/2) 19.95 02/23/2016 601 - 49440 - 420650 41734 (2) lime class zip Hoodie (1/2) 24.95 02/23/2016 601 - 49440 - 420650 41734 (2) lime class zip Hoodie (1/2) 24.95 02/23/2016 602 - 49490 - 420650 Check Total: 89.80 Vendor: 2476 CSI DIGITAL INC Check Sequence: 15 103423 80% 12/14/15- 12/13/16 Monitor /Supp; software 24,000.00 02/23/2016 656 - 49870 - 431990 103423 utx 20% 12/14/15- 12/13/16 Monitor /Supp; soften 6,000.00 02/23/2016 656- 49870 - 431990 Check Total: 30,000.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 16 1185963 resale - beer 264.00 02/23/2016 609 - 49750- 425200 1185976 resale - beer 14,797.89 02/23/2016 609 - 49750- 425200 1185976 resale - beer n/a 42.00 02/23/2016 609 - 49750- 425400 1189427 resale - beer 18,295.24 02/23/2016 609 - 49750- 425200 1189427 resale - beer n/a 249.60 02/23/2016 609 - 49750- 425400 121780 resale - beer credit -27.20 02/23/2016 609- 49750- 425200 121877 resale - beer 807.15 02/23/2016 609 - 49750- 425200 122084 resale - beer credit - 276.30 02/23/2016 609 - 49750- 425200 122085 resale - beer 862.30 02/23/2016 609 - 49750- 425200 Check Total: 35,014.68 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 17 297086 ZZATT2 - PHN - 6111 Wildwood Blvd Ad# 499 119.99 02/23/2016 101 - 00000 - 220110 297087 ZBWEST - PHN - 89 Chelsea Road Ad# 499903 119.99 02/23/2016 101 - 00000 - 220110 Check Total: 239.98 Vendor: 4239 ENVENTIS CORPORATION Check Sequence: 18 1219503- 02/2016 Consolidated Comm - Feb. 2016 - Gigabite Transl 7,667.57 02/23/2016 656- 49879 - 430930 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Check Total: 7,667.57 Vendor: 1680 EPIC PRODUCTS INC Check Sequence: 19 493399 resale - bottle stoppers; can coolers; glasses; etc 479.10 02/23/2016 609 - 49750- 425400 Check Total: 479.10 Vendor: 2004 TRACY ERGEN Check Sequence: 20 2/8/2016 Mileage for MPELRA Conference (39 miles) 21.06 02/23/2016 101 - 41800- 433100 Check Total: 21.06 Vendor: 1167 EXTREME BEVERAGE LLC Check Sequence: 21 W- 1367925 resale - rootbeer 174.50 02/23/2016 609 - 49750- 425400 Check Total: 174.50 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 22 0179760 resale - (40) 5/8x3/4 T10 MTR Ecdr 4,966.22 02/23/2016 601 - 49440 - 422710 Check Total: 4,966.22 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 23 2/1/2016 City Hall Phone Feb 2016 977.68 02/23/2016 702 - 00000 - 432100 2/1/2016 MCC Phone Feb 2016 618.59 02/23/2016 702 - 00000 - 432100 2/1/2016 Ballfields Phone Feb 2016 19.52 02/23/2016 702 - 00000 - 432100 2/1/2016 DMV Phone Feb 2016 275.25 02/23/2016 702 - 00000 - 432100 2/1/2016 Hi Way Liquor Phone Feb 2016 280.09 02/23/2016 702 - 00000 - 432100 2/1/2016 Fire Hall Phone Feb 2016 242.94 02/23/2016 702 - 00000 - 432100 2/1/2016 Public Works Phone Feb 2016 347.18 02/23/2016 702 - 00000 - 432100 2/1/2016 Parks Phone Feb 2016 113.99 02/23/2016 702 - 00000 - 432100 2/1/2016 Prairie Center Phone Feb 2016 20.75 02/23/2016 702 - 00000 - 432100 2/1/2016 Sheriff Phone Feb 2016 68.79 02/23/2016 702 - 00000 - 432100 2/1/2016 City Hall Internet Feb 2016 99.95 02/23/2016 702 - 00000 - 432300 2/1/2016 MCC Internet Feb 2016 10.00 02/23/2016 702 - 00000 - 432300 2/1/2016 Ballfields Internet Feb 2016 10.00 02/23/2016 702 - 00000 - 432300 2/1/2016 DMV Internet Feb 2016 41.95 02/23/2016 702 - 00000 - 432300 2/1/2016 Hi Way Liquor Internet Feb 2016 41.95 02/23/2016 702 - 00000 - 432300 2/1/2016 Fire Hall Internet Feb 2016 41.95 02/23/2016 702 - 00000 - 432300 2/1/2016 Animal Shelter Internet Feb 2016 29.95 02/23/2016 702 - 00000 - 432300 2/1/2016 Public Works Internet Feb 2016 69.95 02/23/2016 702 - 00000 - 432300 2/1/2016 Sheriff Internet Feb 2016 41.95 02/23/2016 702 - 00000 - 432300 2/1/2016 City Hall Cable Feb 2016 12.30 02/23/2016 101 - 41310- 431990 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number 2/1/2016 MCC Cable Feb 2016 319.39 02/23/2016 226 - 45122- 432500 2/1/2016 City Hall Data Hosting Feb 2016 500.00 02/23/2016 702 - 00000 - 431900 2/1/2016 City Hall Service Contract Feb 2016 250.00 02/23/2016 702- 00000 - 431900 Check Total: 4,434.12 Vendor: 1188 FORESTEDGE WINERY Check Sequence: 24 1646 resale - wine 351.00 02/23/2016 609 - 49750- 425300 Check Total: 351.00 Vendor: 2222 FOX SPORTS NET INC Check Sequence: 25 K14502 Fox Sports N Jan 2016 4,861.36 02/23/2016 656- 49879 - 430920 Check Total: 4,861.36 Vendor: 2462 FOX TELEVISION STATIONS INC Check Sequence: 26 01312016 WFTC Jan 2016 215.10 02/23/2016 656- 49879 - 430920 01312016 -2 KMSP Jan 2016 1,218.90 02/23/2016 656 - 49879 - 430920 Check Total: 1,434.00 Vendor: 4045 DAN GLESER Check Sequence: 27 387281 Mankato Ntwks- Jan 2016 Fiber xconn -SMF xct 1,260.00 02/23/2016 656- 49877 - 431900 Check Total: 1,260.00 Vendor: 4090 GOLDEN WEST TECHNOLOGIES Check Sequence: 28 160110423 Jan 2016 - (12) Usage; (438) Helpdsk; (216) Vid 834.00 02/23/2016 656- 49870 - 431990 Check Total: 834.00 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 29 6010573 Jan 2016 (37) locates (1/2) 26.83 02/23/2016 601 - 49440 - 432770 6010573 Jan 2016 (37) locates (1/2) 26.82 02/23/2016 656 - 49877 - 432770 Check Total: 53.65 Vendor: 1206 GRAPE BEGINNINGS INC Check Sequence: 30 MN00000414 resale - wine 432.00 02/23/2016 609 - 49750- 425300 NIN00000414 freight 4.50 02/23/2016 609 - 49750- 433300 Check Total: 436.50 Vendor: 1218 HACH COMPANY Check Sequence: 31 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number 9781759 (3) DPD Free Chlor RGT; (3) DPD TOT Chlor F 168.54 02/23/2016 601 - 49440 - 421990 Check Total: 168.54 Vendor: 4048 MELISSAHARTNER Check Sequence: 32 2/3/2016 Face Painting for Indoor Block Parry 2/20/16 100.00 02/23/2016 226 - 45127- 430130 Check Total: 100.00 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 33 809709 resale - beer 552.00 02/23/2016 609 - 49750- 425200 Check Total: 552.00 Vendor: 2305 HOME BOX OFFICE Check Sequence: 34 01312016 HBO Jan 2016 147.24 02/23/2016 656- 49879 - 430920 01312016 HBO Bulk Jan 2016 395.55 02/23/2016 656- 49879 - 430920 01312016 Max Jan 2016 51.84 02/23/2016 656- 49879 - 430920 Check Total: 594.63 Vendor: 2214 HUBBARD BROADCASTING INC Check Sequence: 35 01312016 KSTP Jan 2016 1,613.25 02/23/2016 656- 49879 - 430920 01312016 -2 KSTC Jan 2016 253.05 02/23/2016 656- 49879 - 430920 Check Total: 1,866.30 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 36 2474255 resale - beer 3,788.20 02/23/2016 609 - 49750- 425200 2474255 freight 3.00 02/23/2016 609 - 49750- 433300 Check Total: 3,791.20 Vendor: 1263 JOHNSON BROS WHOLESALE LIQUOR Check Sequence: 37 5360165 freight 11.52 02/23/2016 609 - 49750- 433300 5360165 resale- wine 562.40 02/23/2016 609- 49750- 425300 5361416 resale - liquor 798.44 02/23/2016 609 - 49750- 425100 5361416 freight 10.58 02/23/2016 609 - 49750- 433300 5361417 resale - wine 3,250.82 02/23/2016 609 - 49750- 425300 5361417 resale - wine n/a 32.00 02/23/2016 609 - 49750- 425400 5361417 freight 66.96 02/23/2016 609 - 49750- 433300 5362732 resale - liquor 12,274.73 02/23/2016 609 - 49750- 425100 5362732 freight 138.68 02/23/2016 609 - 49750- 433300 5362733 freight 36.47 02/23/2016 609 - 49750- 433300 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number 5362733 resale - wine 1,350.57 02/23/2016 609 - 49750- 425300 5362733 resale - wine n/a 106.24 02/23/2016 609 - 49750- 425400 5362734 resale - beer 104.00 02/23/2016 609 - 49750- 425200 5365229 freight 50.40 02/23/2016 609 - 49750- 433300 5365229 resale - liquor 6,138.28 02/23/2016 609 - 49750- 425100 5365230 resale - wine 229.60 02/23/2016 609 - 49750- 425300 5365230 freight 7.20 02/23/2016 609 - 49750- 433300 5366567 freight 41.82 02/23/2016 609 - 49750- 433300 5366567 resale - liquor 3,969.16 02/23/2016 609 - 49750- 425100 5366568 resale - wine 2,549.10 02/23/2016 609 - 49750- 425300 5366568 resale- mix 121.15 02/23/2016 609 - 49750- 425400 5366568 freight 79.20 02/23/2016 609 - 49750- 433300 5367909 resale - liquor 3,917.89 02/23/2016 609- 49750- 425100 5367909 freight 47.16 02/23/2016 609 - 49750- 433300 5367910 freight 28.80 02/23/2016 609 - 49750- 433300 5367910 resale- wine 1,485.30 02/23/2016 609 - 49750- 425300 5367911 resale- beer 144.00 02/23/2016 609 - 49750- 425200 562034 freight credit inv. 5352711 -1.44 02/23/2016 609 - 49750- 433300 562034 resle - wine credit inv. 5352711 -55.95 02/23/2016 609 - 49750- 425300 562802 resle - liquor credit inv. 5362732 -94.00 02/23/2016 609 - 49750- 425100 562802 freight credit inv. 5362732 -1.44 02/23/2016 609 - 49750- 433300 562803 resale - wine credit inv. 5361417 -40.00 02/23/2016 609 - 49750- 425300 562803 freight credit inv. 5361417 -1.44 02/23/2016 609 - 49750- 433300 Check Total: 37,358.20 Vendor: 4310 RONDAJUNGMANN Check Sequence: 38 2/15/2016 Zumba Class Instructor 12/14/15,2/11/16, 2/15/' 75.00 02/23/2016 226 - 45127- 430120 Check Total: 75.00 Vendor: 3044 KJELLBERGS INC Check Sequence: 39 2/16/2016 ZKJELL - Refund Escrow 1,690.00 02/23/2016 101 - 00000 - 220110 Check Total: 1,690.00 Vendor: 4363 LAMPI AUCTIONEERS Check Sequence: 40 2/16/2016 ZLAMPI - Refund Escrow 363.00 02/23/2016 101 - 00000 - 220110 Check Total: 363.00 Vendor: 1290 LEAGUE OF MINNESOTA CITIES Check Sequence: 41 230094 2016 MN Cities Stormwater Coalition Contribut 760.00 02/23/2016 101 - 43130 - 443300 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Check Total: 760.00 Vendor: 1291 LEAGUE OF MN CITIES INS TRUST Check Sequence: 42 1/31/2016 LMCIT Claim #C0041254 Date of Loss 10/21/1: 77.45 02/23/2016 226 - 45122- 436990 2/10/2016 Claim #PC0019738 Green Espel Addt'1 Legal Ex 371.40 02/23/2016 656- 49870 - 430400 Check Total: 448.85 Vendor: 4264 LEEB UNDERGROUND, INC Check Sequence: 43 54 -7255 (3) Composite Drops 1,481.25 02/23/2016 656- 49877 - 440100 Check Total: 1,481.25 Vendor: 1672 KURT LIEFERT Check Sequence: 44 02072016 meals - Arrowwood Training- Jake O,;Mike M. ;l 32.83 02/23/2016 101 - 42200 - 433100 Check Total: 32.83 Vendor: 1300 DOUGLAS WILLIAM LYSENG Check Sequence: 45 1330 On Site Services (1 /1- 2/10/16) 2,677.50 02/23/2016 702- 00000 - 431990 1330 Cable, Case, Backup Software for Fileserver 756.95 02/23/2016 702 - 00000 - 421990 Check Total: 3,434.45 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 46 168780 (493) gal. unleaded @ $1.41 694.59 02/23/2016 101 - 43120- 421200 168782 (20) gal. diesel @ $1.72 34.45 02/23/2016 101 - 43120 - 421200 175611 (550) diesel @ $1.72 948.06 02/23/2016 101 - 43120 - 421200 175612 (101) gal. unleaded @ $1.25 126.73 02/23/2016 101 - 43120 - 421200 Check Total: 1,803.83 Vendor: 2215 METRO GOLDWYN MAYER INC Check Sequence: 47 01312016 MGM Jan 2016 95.11 02/23/2016 656- 49879 - 430920 Check Total: 95.11 Vendor: 2217 MLB NETWORK LLC AFFILIATE SALE Check Sequence: 48 061305 MLB Jan. 2016 271.80 02/23/2016 656- 49879 - 430920 Check Total: 271.80 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 49 February 2016 Monthly Allocation - February 2016 4,730.00 02/23/2016 101 - 45175- 444310 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number Check Total: 4,730.00 Vendor: 2218 MUSIC CHOICE Check Sequence: 50 01312016 Music Choice Jan 2016 336.15 02/23/2016 656- 49879 - 430920 Check Total: 336.15 Vendor: 2072 NATIONAL TELCO TELEVISION CONSORT_ Check Sequence: 51 3971 January 2016 35,578.11 02/23/2016 656- 49879 - 430920 Check Total: 35,578.11 Vendor: 2518 NEOFUNDS BYNEOPOST Check Sequence: 52 2/3/2016 Postage for Pkgs to Dept Public Safety - Jan 201 127.31 02/23/2016 217 - 41990 - 432200 2/3/2016 Postage Purchased 1/7/16 Acct# 7900 0440 632 1,000.00 02/23/2016 101 - 00000 - 155010 Check Total: 1,127.31 Vendor: 2082 NEUSTAR INC Check Sequence: 53 Acct 20313 Inv.M10823896 - Jan. 2016 SOW 21.12 02/23/2016 656- 49870 - 431990 Acct 20313 Inv.M10823897 - Jan. 2016 LNP 661.03 02/23/2016 656- 49870 - 431990 M10823650 Acct. #19894- Jan. 2016 Local Portability Numb 60.00 02/23/2016 656- 49870 - 431990 Check Total: 742.15 Vendor: 2216 NHL NETWORK Check Sequence: 54 01312016 NHL Jan 2016 217.44 02/23/2016 656- 49879 - 430920 Check Total: 217.44 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 55 4437 January 2016 - TIF District 35 340.00 02/23/2016 213 - 46301 - 431990 Check Total: 340.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 56 22190 Jan 206 - Technical Assistance - City Projects 2,325.27 02/23/2016 101 - 41910- 431990 22191 ZBWEST - Jan 206 - Technical Assistance - Bes 1,521.00 02/23/2016 101 - 00000 - 220110 22191 ZZATT2 - Jan 206 - Technical Assistance - AT & 1,135.00 02/23/2016 101 - 00000 - 220110 22191 Jan 206 - Technical Assistance -7th St Commerc 232.50 02/23/2016 101 - 41910 - 431990 22192 Jan 206 - Technical Assistance - Meetings 300.00 02/23/2016 101 - 41910- 431990 22193 Jan 206 - Technical Assistance - Northwest Inter, 1,000.00 02/23/2016 101 - 41910 - 431990 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Check Total: 6,513.77 Vendor: 2716 DALLAS O'DELL Check Sequence: 57 2/3/2016 Clown Entertainment for Indoor Block Party 2/2 150.00 02/23/2016 226 - 45127- 430130 Check Total: 150.00 Vendor: 2131 ONVOY LLC Check Sequence: 58 160202008669 Feb 2016 - A- links; 800 Dips 1,261.98 02/23/2016 656- 49879 - 430910 160202009111 Feb. 2016- Voice Op Serv. Sholesale 800 Switch 409.18 02/23/2016 656- 49879 - 430910 160202009111 Fraud pymnt #4 of 9 2,072.47 02/23/2016 656- 00000 - 202010 Check Total: 3,743.63 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 59 2922078 freight 57.60 02/23/2016 609 - 49750- 433300 2922078 resale - liquor 4,050.90 02/23/2016 609 - 49750- 425100 2922998 resale - liquor 1,723.40 02/23/2016 609 - 49750- 425100 2922998 freight 23.76 02/23/2016 609 - 49750- 433300 2922999 freight 21.60 02/23/2016 609 - 49750- 433300 2922999 resale- wine 700.90 02/23/2016 609 - 49750- 425300 2924720 resale - liquor 794.44 02/23/2016 609 - 49750- 425100 2924720 freight 8.78 02/23/2016 609 - 49750- 433300 2924721 resale- wine 288.00 02/23/2016 609 - 49750- 425300 2924721 resale - liquor 45.50 02/23/2016 609 - 49750- 425100 2924721 freight 7.20 02/23/2016 609 - 49750- 433300 2925505 freight 33.12 02/23/2016 609 - 49750- 433300 2925505 resale - liquor 3,329.03 02/23/2016 609 - 49750- 425100 2925506 resale- wine 584.00 02/23/2016 609 - 49750- 425300 2925506 freight 14.40 02/23/2016 609 - 49750- 433300 2926430 freight 7.44 02/23/2016 609 - 49750- 433300 2926430 resale - liquor 586.50 02/23/2016 609 - 49750- 425100 2926431 resale- wine 1,488.90 02/23/2016 609 - 49750- 425300 2926431 freight 29.04 02/23/2016 609 - 49750- 433300 Check Total: 13,794.51 Vendor: 1428 PINNACLE PUBLISHING LLC Check Sequence: 60 0242972 Annual Telephone directory (12) mo @ $35.70 428.40 02/23/2016 609 - 49754- 434990 7632952711MCO Annual Telephone directory (12) mo @ $55.74 - 669.00 02/23/2016 101 - 41940 - 435100 Check Total: 1,097.40 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 4060 POP MEDIA NETWORKS, LLC POP MEDIA ( Check Sequence: 61 161988 Pop Jan 2016 489.66 02/23/2016 656- 49879 - 430920 Check Total: 489.66 Vendor: 3100 QUARRY COMMUNITY CHURCH Check Sequence: 62 2/16/2016 ZQCPUB - Refund on Escrow 4,008.00 02/23/2016 101 - 00000 - 220110 Check Total: 4,008.00 Vendor: 1455 RED'S MARATHON Check Sequence: 63 01/18/2016 PW- Recharge AC Syst.; oil; 134 lubrication; 130.00 02/23/2016 101 - 43120 - 422100 Check Total: 130.00 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 64 247850 Freight 7.99 02/23/2016 226 - 45122- 433300 247850 Cheese Pizzas for Parry 96.50 02/23/2016 226 - 45127- 421460 247850 Resale - Popcorn, Cheese Sauce, Chips, Dressing 434.72 02/23/2016 226 - 45127- 425410 254811 Freight 7.99 02/23/2016 226- 45122- 433300 254811 Pizzas 9.65 02/23/2016 226 - 45127- 421460 254811 Resale - Chips, Hot Dogs, Pretzels, Muffins, Che 565.31 02/23/2016 226 - 45127- 425410 262641 Freight 7.99 02/23/2016 226 - 45122- 433300 262641 Hot Dogs, Pretzels, Pizzas, 243.88 02/23/2016 226 - 45127- 425410 262641 Pizzas, Juice for Parties 106.23 02/23/2016 226- 45127- 421460 262641 Block Party Concessions 453.86 02/23/2016 226 - 45127- 421980 Check Total: 1,934.12 Vendor: 2602 RFD TV Check Sequence: 65 2216 -1242 RFD -TV Jan 2016 18.68 02/23/2016 656- 49879 - 430920 Check Total: 18.68 Vendor: 1474 PATRICIAA SALZWEDEL Check Sequence: 66 2/6/2016 Mileage Reimbursement January 2016 (360 mile 194.40 02/23/2016 101 - 42700 - 433100 February 2nd Semi Monthly Contract Payment 1,593.75 02/23/2016 101 - 42700 - 431200 Check Total: 1,788.15 Vendor: 3827 SAMBATEK INC Check Sequence: 67 06988 Code Updates: Project Admin Services thm 1/16 29.75 02/23/2016 101 - 41910 - 431990 Check Total: 29.75 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 2443 SECURITAS SECURITY SERVICES USA INC Check Sequence: 68 W5098630 1/23/16 - MNPinto Event 140.00 02/23/2016 226 - 45122- 431992 Check Total: 140.00 Vendor: 2301 SHOWTIME NETWORKS INC Check Sequence: 69 201601- 40843608 Showtime Jan 2016 117.81 02/23/2016 656- 49879 - 430920 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Check Total: 117.81 Vendor: 2212 SINCLAIR TELEVISION GROUP INC Check Sequence: 70 01312016 WUCW Jan 2016 466.05 02/23/2016 656- 49879 - 430920 Check Total: 466.05 Vendor: 3688 SOURCEONE SOLUTIONS LLC Check Sequence: 71 1143 Feb 2016 billing; (16) How to Read insrt; 2,000.24 02/23/2016 656- 49870 - 431800 1143 Feb 2016 - postage 568.90 02/23/2016 656- 49870 - 432200 Check Total: 2,569.14 Vendor: 3309 SOUTHERN WINE & SPIRITS OF MINNESO' Check Sequence: 72 1374343 resale - liquor 575.95 02/23/2016 609 - 49750- 425100 1374343 freight 9.80 02/23/2016 609 - 49750- 433300 1374345 freight 18.20 02/23/2016 609 - 49750- 433300 1374345 resale- wine 866.00 02/23/2016 609 - 49750- 425300 Check Total: 1,469.95 Vendor: 1505 STATE OF MN -DEPT PUBLIC SAFETY Check Sequence: 73 8610900332015 EPCRA Program- storage year 2015 Facility #1: 100.00 02/23/2016 601 - 49440 - 443700 8610900342015 EPCRA Program- storage year 2015 Facility #1: 100.00 02/23/2016 601 - 49440 - 443700 8610900352015 EPCRA Program- storage year 2015 Facility #1: 100.00 02/23/2016 601 - 49440 - 443700 8610900362015 EPCRA Program- storage year 2015 Facility #1: 100.00 02/23/2016 601 - 49440 - 443700 Check Total: 400.00 Vendor: 2251 TEGNA/GANNETT CO INC Check Sequence: 74 1045 -1139 Tegna Jan 2016 1,505.70 02/23/2016 656- 49879 - 430920 Check Total: 1,505.70 Vendor: 1522 THORPE DISTRIBUTING COMPANY Check Sequence: 75 1028585 resale - beer 18,318.45 02/23/2016 609 - 49750- 425200 1031585 resale - beer 191.60 02/23/2016 609 - 49750- 425200 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number 1031585 resale- wine 25.10 02/23/2016 609 - 49750- 425300 1031586 resale - mix 55.40 02/23/2016 609 - 49750- 425400 1032061 resale - beer 23,362.17 02/23/2016 609 - 49750- 425200 1035126 resale - N/A beer 122.00 02/23/2016 609 - 49750- 425400 1035127 resale- beer 70.20 02/23/2016 609 - 49750- 425200 120053 resale - beer credit -33.40 02/23/2016 609 - 49750- 425200 Check Total: 42,111.52 Vendor: 2252 TOWER DISTRIBUTION COMPANY Check Sequence: 76 492396 WGN American Jan. 2016 192.88 02/23/2016 656- 49879 - 430920 Check Total: 192.88 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: Check Sequence: 77 00055188 March 2016 WWTP Operations & Maintenance 60,645.00 02/23/2016 602 - 49480 - 430800 Check Total: 60,645.00 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 78 1687807 resale - soda pop 214.50 02/23/2016 609 - 49750- 425400 1687891 resale - soda pop 231.00 02/23/2016 609 - 49750- 425400 Check Total: 445.50 Vendor: 1684 VINOCOPIA Check Sequence: 79 143458 -CM resale - wine credit - 104.00 02/23/2016 609 - 49750- 425300 143458 -CM freight credit -2.00 02/23/2016 609 - 49750- 433300 144368 freight 12.50 02/23/2016 609 - 49750- 433300 144368 resale - liquor 379.96 02/23/2016 609- 49750- 425100 144368 resale- wine 88.00 02/23/2016 609 - 49750- 425300 144369 resale - beer 72.00 02/23/2016 609 - 49750- 425200 144369 freight 3.50 02/23/2016 609 - 49750- 433300 Check Total: 449.96 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 80 5374 Jan 216 Water Testing 240.00 02/23/2016 601 - 49440 - 422740 Check Total: 240.00 Vendor: 4364 WCL ASSOCIATES INC Check Sequence: 81 2/16/2016 ZZTACO - Refund Escrow 1,612.50 02/23/2016 101 - 00000 - 220110 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Check Total: 1,612.50 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 82 7066675 resale- wine 905.48 02/23/2016 609 - 49750- 425300 7066675 resale - wine n/a 23.00 02/23/2016 609- 49750- 425400 7066675 freight 14.40 02/23/2016 609 - 49750- 433300 7067734 resale- wine 720.00 02/23/2016 609 - 49750- 425300 7067734 freight 17.28 02/23/2016 609 - 49750- 433300 Check Total: 1,680.16 Vendor: 2219 WORLD FISHING NETWORK LTD Check Sequence: 83 612 -1013 World Fishing Jan 2016 21.46 02/23/2016 656- 49879 - 430920 Check Total: 21.46 Vendor: 1577 WRIGHT CO AUDITOR -TREAS - ACH Check Sequence: 84 2/12/2016 Court Fines & Fees for January 2016 2,286.67 02/23/2016 101 - 42100 - 430410 2/2/2016 Sale of Parcel 155- 183 - 000010 for Right of Way 47.68 02/23/2016 101 - 41310- 443990 Check Total: 2,334.35 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 85 2/2/2016 Record Sale of Parcel 155- 183 - 000010 46.00 02/23/2016 101 - 41310- 443990 201600000008 Satisfaction of Mortgage - A1306139 Hall 46.00 02/23/2016 101 - 41310 - 443990 Check Total: 92.00 Vendor: 1907 XO COMMUNICATIONS LLC Check Sequence: 86 280350292 Feb 2016 - Data & internet access 2,010.75 02/23/2016 656- 49879 - 430930 280425714 Feb 2016 - Data & internet access 5,491.63 02/23/2016 656- 49879 - 430930 Check Total: 7,502.38 Vendor: 2076 ZAYO BANDWIDTH LLC Check Sequence: 87 003293 02/16 2/1- 29/2016 Private Line; cost recovery surcharg 2,478.33 02/23/2016 656- 49879 - 430910 Check Total: 2,478.33 AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Invoice No Description Amount Payment Date Acct Number Total for Check Run: 378,190.94 Total of Number of Checks: 87 The preceding list of bills payable was reviev Date: 2/22/2016 Approved by AP- Computer Check Proof List by Vendor (02/17/2016 - 1:20 PM) Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 02/17/2016 - 3:39PM Batch: 00202.02.2016 - 00202.02.2016 US BANK Invoice No Description Amount Payment Date Acct Number Vendor: 4263 CAYAN Check Sequence: I Feb 2016 Cayan- (3) credit card terminals - Feb 2016 59.85 02/15/2016 60949754- 424100 Check Total: 59.85 Vendor: 2258 LIBRARY OF CONGRESS Check Sequence: 2 2/16/2016 SAl 2016 Filing Fee - Royalty License Fees 67.00 02/15/2016 656- 49879 - 443720 Check Total: 67.00 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 3 2/1/2016 February 2016 1,863.16 02/15/2016 101 - 00000 - 217066 Check Total: 1,863.16 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 4 10128 Qrt4 Office Facility 118 6th St W 39.97 12/31/2015 101 - 41941- 438200 10250 Qrt4 Head End Garage 3698 1/2 Sc. Blvd. 41.20 12/31/2015 656- 49870 - 438200 5249 Qrt4 Bridge Park W. sprinkler 415.75 12/31/2015 101 - 45201- 438200 5250 Qrt4 Bridge Park W -107 River St W Rm. 39.97 12/31/2015 101 - 45201- 438200 7224 Qrt4 WWTP 1,892.36 12/31/2015 602 - 49480 - 438200 7885 Qrt4 Help Center 50.28 12/31/2015 217 - 41990 - 438200 8086 Qrt4 4th St Warming House 39.97 12/31/2015 101 - 45201- 438200 8114 Qrt4 HiWay Liquor 119.78 12/31/2015 609 - 49754- 438200 8117 Qrt4 MCC 2,482.07 12/31/2015 226- 45122- 438200 8119 Qrt4 Fire Station 45.12 12/31/2015 101 - 42200 - 438200 8120 Qrt4 Blding Inspec. Garage 76.06 12/31/2015 101 - 41940 - 438200 8177 Qrt4 Library 288.27 12/31/2015 101 - 45501- 438200 8631 Qrt4 203 Chelsea Rd.- Animal Shelter 57.82 12/31/2015 101 - 42700 - 438200 8673 Qrt4 Head End Building 41.20 12/31/2015 656- 49870 - 438200 8903 Qrt4 PW Shop /Clerical 304.31 12/31/2015 101 - 43127 - 438200 8904 Qrt4 PW Vehicle Storage 51.17 12/31/2015 101 - 43127 - 438200 8905 Qrt4 PW Office 112.17 12/31/2015 101 - 43127 - 438200 AP- Computer Check Proof List by Vendor (02/17/2016 - 3:39 PM) Invoice No Description Amount Payment Date Acct Number Check Total: 6,097.47 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 5 2/6/2016 Arctic Glacier - resale - inv. 423536209 112.42 12/31/2015 609 - 49750- 425500 2/6/2016 Streichers - (10) traffic Vests; (1) sp. wording 290.00 12/31/2015 101 - 42200 - 421120 2/6/2016 Streichers - (6) duffle bags 57.00 12/31/2015 101 - 42200 - 421990 2/6/2016 Aramark - Dec. 2015 Parks 131.50 12/31/2015 101 - 45201- 441700 2/6/2016 Aramark - Dec. 2015 Sewer 55.75 12/31/2015 602 - 49490 - 441700 2/6/2016 Aramark - Dec. 2015 Water 55.75 12/31/2015 601 - 49440- 441700 2/6/2016 Aramark - Dec. 2015 Streets 184.75 12/31/2015 101 - 43120 - 441700 2/6/2016 Aramark - Dec. 2015 Towels Shop 142.30 12/31/2015 101 - 43127 - 421990 2/6/2016 WCHE- (30) lights 4018 Sc. Blvd. 11/16 - 12/15/, 415.50 12/31/2015 101 - 43160 - 431900 2/6/2016 WCHE- (14) lights 4489 Sch. Blvd 11/16- 12/1`- 193.90 12/31/2015 10143160- 431900 2/6/2016 WCHE- Chelsea Rd E. 11/16- 12/15/2015 180.00 12/31/2015 101 - 43160 - 431900 2/6/2016 WCHE- (9) lights 7th St & Highland Wy 11/16 -1 90.00 12/31/2015 101 - 43160 - 431900 2/6/2016 WCHE- Cedar to Chelsea 11/16 - 12/15/2015 124.65 12/31/2015 101 - 43160 - 431900 2/6/2016 WCHE- Sch. Blv to FenningAve 11/16- 12/15/2( 372.00 12/31/2015 101 - 43160 - 431900 2/6/2016 WCHE - HADCO lights@ E. 7th St - Dec. 2015 357.75 12/31/2015 101 - 43160 - 431900 2/6/2016 WCHE- W 7th St & adj. pathway - Dec. 2015 cc 119.75 12/31/2015 101 - 43160 - 431900 2/6/2016 Verizon - Nov 11 - Dec 10 25.02 12/31/2015 101 - 43115- 432100 2/6/2016 Verizon -Nov 11 - Dec 10 8.34 12/31/2015 601 - 49440 - 432100 2/6/2016 Verizon - Nov 11 - Dec 10 8.34 12/31/2015 602 - 49490 - 432100 2/6/2016 Verizon -Nov 11 -Dec 10 8.34 12/31/2015 656- 49870 - 432100 2/6/2016 Verizon - Dec 4 - Jan 3 101.54 12/31/2015 101 - 42400 - 432100 2/6/2016 Verizon - Dec 4 - Jan 3 94.94 12/31/2015 226 - 45122- 432100 2/6/2016 Verizon - Dec 4 - Jan 3 104.94 12/31/2015 101 - 43120 - 432100 2/6/2016 Verizon - Dec 4 - Jan 3 46.04 12/31/2015 601 - 49440 - 432100 2/6/2016 Verizon - Dec 4 - Jan 3 46.05 12/31/2015 602 - 49490 - 432100 2/6/2016 Verizon - FIREDN - Nov 21 - Dec 20 296.04 12/31/2015 101 - 42200 - 432100 2/6/2016 Verizon - Nov 21 - Dec 20 26.02 12/31/2015 101 - 43120 - 432100 2/6/2016 NBP - Credit for Calendar not in stock -7.40 12/31/2015 226- 45122- 420990 2/6/2016 G & K - Mat Service 13.20 12/31/2015 217 - 41990 - 421990 2/6/2016 NBP - Copy Paper, Plotter Paper, Tape 106.87 12/31/2015 226 - 45122- 420990 2/6/2016 Spectrum Supply - Wall Mount Receptacle 50.96 12/31/2015 226 - 45122- 422990 2/6/2016 Olson & Sons Electric - New Efficency Motor fc 221.56 12/31/2015 226 - 45122- 440440 2/6/2016 Olson & Sons Electric - Installed Rebuild Kit; B 541.99 12/31/2015 226 - 45122- 440440 2/6/2016 Olson & Sons Electric - Bulbs (12) 250 Watt; (1f 130.54 12/31/2015 226 - 45122- 421990 2/6/2016 Lano- #215 Joystick; Hyd. Fluid- Inv.# 02 -34331 811.35 12/31/2015 101 - 45201- 422100 2/6/2016 J H Larson - Returned Bulbs (12) -72.68 12/31/2015 226 - 45122- 422990 2/6/2016 Advanced Disposal - December 2015 37,350.41 12/31/2015 101 - 43230- 431000 2/6/2016 Advanced Disposal - December 2015 12,406.05 12/31/2015 101 - 43230 - 431010 2/6/2016 Advanced Disposal - December 2015 74.63 12/31/2015 656- 49870 - 431000 AP- Computer Check Proof List by Vendor (02/17/2016 - 3:39 PM) Invoice No Description Amount Payment Date Acct Number 2/6/2016 Advanced Disposal - December 2015 34.34 12/31/2015 656- 49870 - 431010 2/6/2016 Advanced Disposal - December 2015 35.80 12/31/2015 101 - 43127 - 431000 2/6/2016 Advanced Disposal - December 2015 47.74 12/31/2015 101 - 45201- 431000 2/6/2016 Advanced Disposal - December 2015 23.87 12/31/2015 101 - 45201- 431000 2/6/2016 Advanced Disposal - December 2015 113.38 12/31/2015 602 - 49480 - 431000 2/6/2016 Advanced Disposal - December 2015 208.87 12/31/2015 226 - 45122- 431000 2/6/2016 Advanced Disposal - December 2015 11.93 12/31/2015 101 - 45501- 431990 2/6/2016 Advanced Disposal - December 2015 23.87 12/31/2015 609 - 49754- 431000 2/6/2016 Advanced Disposal - December 2015 23.87 12/31/2015 101 - 45201- 431000 2/6/2016 Titan Machinery- credit sales tax charged 1/5/16 -85.60 02/15/2016 101- 43120 - 422100 2/6/2016 O'Reilly - #110 - (2) sealing wash 2.34 02/15/2016 101 - 43120 - 422110 2/6/2016 Grady's -(6) pin tension 2.70 02/15/2016 101 - 43127 - 440100 2/6/2016 Grady's -(3/4" collar in shaft 2.79 02/15/2016 101 - 43127 - 440100 2/6/2016 Grady's -(1) box screws 4.50 02/15/2016 601 - 49440 - 422701 2/6/2016 Grady's -12 ozSewer Jet paint for doors 6.99 02/15/2016 602 - 49490 - 422100 2/6/2016 Grady's -(4) Mender Hose 9.96 02/15/2016 601 - 49440 - 422300 2/6/2016 Grady's - Halogn Bulb 9.99 02/15/2016 101 - 45201- 421650 2/6/2016 Loop Parking - 1/14/16 conference 10.00 02/15/2016 101- 45201- 433100 2/6/2016 Monti Napa- #105 - (2) Cab lights 10.20 02/15/2016 101 - 43120 - 422110 2/6/2016 Grady's - Sew Jet- paint; 3pk sandsponge 12.98 02/15/2016 602 - 49490 - 422100 2/6/2016 Fastenal - (20) bolts for plow 13.67 02/15/2016 101 - 43125- 422100 2/6/2016 Randy's Sanitation - Jan. 2016 shredding FNM 16.30 02/15/2016 656- 49870 - 431990 2/6/2016 Grady's - Adapter Hose; stir elbow 90 16.48 02/15/2016 601 - 49440 - 421990 2/6/2016 IMPARK- (3) hr parking conf. 1/14/16 (1/2) 11.50 02/15/2016 601 - 49440 - 433100 2/6/2016 IMPARK- (3) hr parking conf. 1/14/16 (1/2) 11.50 02/15/2016 602 - 49490 - 433100 2/6/2016 Northern Green - Expo. 1/14/2016 -M.S. (1/2) 15.00 02/15/2016 602 - 49490 - 433100 2/6/2016 Northern Green - Expo. 1/14/2016 -M.S. (1/2) 15.00 02/15/2016 601 - 49440 - 433100 2/6/2016 USPS - Health Dept. Water Samples; Flouride; B 35.39 02/15/2016 601 - 49440 - 432200 2/6/2016 Monti Napa- #110 - Blower Motor 37.47 02/15/2016 101 - 43120 - 422110 2/6/2016 Moon Motors - (7) blade sharpen 42.00 02/15/2016 101- 46102 - 440440 2/6/2016 Runnings - snow shovel; 12 pk. mud glove 44.98 02/15/2016 101 - 45201- 421650 2/6/2016 Monti Napa- #116 - Hydr. hose; (2) hose fittings 46.36 02/15/2016 101 - 43125- 422100 2/6/2016 DISH - Jan. 2016 56.64 02/15/2016 609 - 49754- 432500 2/6/2016 Titan Machinery- #104; #103 - PIN 10 5/8 57.26 02/15/2016 101 - 43120- 422100 2/6/2016 Monti Napa- #211; shop supply- Adptr. Brg. Hou 57.31 02/15/2016 101 - 45201- 421650 2/6/2016 Northern Green - Expo. 1/14/2016 -Brian & Bob 30.00 02/15/2016 602 - 49490 - 433100 2/6/2016 Northern Green - Expo. 1/14/2016 -Brian & Bob 30.00 02/15/2016 601 - 49440 - 433100 2/6/2016 NBP - (2) toilet cleaner; (1) Dsnfct Wipes; (2) do 65.93 02/15/2016 609 - 49754- 421990 2/6/2016 Grainger - Jet Truck- 25' Alum. Clip trim seal 79.38 02/15/2016 602 - 49490 - 422100 2/6/2016 SnapFramesDirect.com - (2) 24 "x36" frames 81.50 02/15/2016 101 - 45201- 421650 2/6/2016 Varitech - Valve for Sb600; float valve; tube adpi 105.09 02/15/2016 101 - 43120 - 422100 2/6/2016 Titan Machinery -(2) Lamps 123.34 02/15/2016 101 - 43120 - 422100 2/6/2016 Central Hydraulics- brush mower 126.15 02/15/2016 101 - 43120 - 422100 AP- Computer Check Proof List by Vendor (02/17/2016 - 3:39 PM) Invoice No Description Amount Payment Date Acct Number 2/6/2016 MN Nursery Landscape Asso- (6) Trade Show Ir 180.00 02/15/2016 101 - 45201- 433100 2/6/2016 Home Depot - Meter/MXU Supplies 184.93 02/15/2016 601 - 49440 - 422701 2/6/2016 Safety Kleen - washer services solvent 191.68 02/15/2016 101 - 43127 - 431990 2/6/2016 MN Nursery Landscape Asso- (7) Trade Show Ir 210.00 02/15/2016 101 - 45201- 433100 2/6/2016 G & K - inv. 91043375779; 1043381333; 10433' 271.54 02/15/2016 609 - 49754- 431990 2/6/2016 Monti. Chamber- 2016 Membership dues 400.00 02/15/2016 101 - 41940 - 443300 2/6/2016 Monti. Chamber- 2016 Sec. Business Chamber D 100.00 02/15/2016 656- 49870 - 443300 2/6/2016 Grady's -return (2) bulbs -21.38 02/15/2016 609 - 49754- 421990 2/6/2016 Boyer Truck- #110 - Control; Compressor; belt 597.83 02/15/2016 101 - 43120- 422110 2/6/2016 Spirit - Jan 2016 billing 658.32 02/15/2016 656- 49877 - 431990 2/6/2016 SJE- Rhombus- 1 MG Key Board- Water Tower t 895.20 02/15/2016 601 - 49440 - 422100 2/6/2016 Grady's -(2) boxes sheet metal screws; sandpape 20.29 02/15/2016 601 - 49440 - 422701 2/6/2016 Dyna - doz. Thermi - Kleen; (3) Cyrobits; (5) cap 345.51 02/15/2016 101 - 43127 - 421990 2/6/2016 Holiday - Unleaded Fuel 10.222 gals @ $1.859 19.00 02/15/2016 217 - 41990 - 421200 2/6/2016 Domino's Pizza - Planning Commission Special 36.76 02/15/2016 101 - 41910 - 443990 2/6/2016 Sensible Land Use Coalition - 2016 Membership 75.00 02/15/2016 101 - 41910 - 443300 2/6/2016 Randys Sanitation - Jan 2016 Shredding DMV 16.30 02/15/2016 217 - 41990- 431990 2/6/2016 Randy's Sanitation - Jan. 2016 shredding CH 16.30 02/15/2016 101- 41940 - 431990 2/6/2016 123 SignUp - 2016 Northstar Chapter Membersh 50.00 02/15/2016 101 - 41520- 433100 2/6/2016 Super America - Unleaded Fuel - 8.988 gals @ $ 16.17 02/15/2016 217 - 41990 - 421200 2/6/2016 Cub - Fruit for Concession Stand: Apples, Orang 25.42 02/15/2016 226 - 45127- 425410 2/6/2016 Home Depot - Batteries, Shower Rod & Hooks,' 106.91 02/15/2016 226 - 45122- 422990 2/6/2016 Olson & Sons Electric - Replace Motor Ceiling 1 708.28 02/15/2016 101 - 45501- 440100 2/6/2016 Amazon - Cell Phone Case BW 24.99 02/15/2016 226- 45122- 443990 2/6/2016 Spectrum Supply - Locker Room/Bathroom Supl 368.28 02/15/2016 226 - 45122- 421990 2/6/2016 Spectrum Supply - Cleaning Supplies 248.62 02/15/2016 226 - 45122- 421100 2/6/2016 Gradys - Razor Blades & Silcone 12.97 02/15/2016 226- 45122- 422990 2/6/2016 Gradys - Drill Bit, Bolt, Spring Snap 24.67 02/15/2016 226 - 45122- 422990 2/6/2016 NBP - File Folders (3 boxes) 17.97 02/15/2016 101 - 41940 - 420990 2/6/2016 NBP - File Folders 65.32 02/15/2016 101 - 41940 - 420990 2/6/2016 NBP - Pens, Stapler, Clipboard, Post Its, Paper, ( 268.06 02/15/2016 101 - 41940 - 420990 2/6/2016 NBP - Stickers 3.32 02/15/2016 226 - 45127- 421980 2/6/2016 NBP - Cash Register Paper 54.50 02/15/2016 226 - 45122- 420990 2/6/2016 Walmart - Cupcakes for Party 27.52 02/15/2016 226 - 45127- 421460 2/6/2016 Walmart - Bananas 4.90 02/15/2016 226 - 45127 - 425410 2/6/2016 Walmart - Cleaning Supplies: Swiffer, Sink Cad( 32.61 02/15/2016 226 - 45122- 421100 2/6/2016 Walmart - Batteries 4.37 02/15/2016 226 - 45122- 421990 2/6/2016 Walmart - Sign Holders (6) 25.62 02/15/2016 217 - 41990 - 420990 2/6/2016 Walmart - Cleaning Supplies 10.71 02/15/2016 217 - 41990 - 421990 2/6/2016 Walmart - Zone Bars for Concession Resale 14.31 02/15/2016 226- 45127- 425410 2/6/2016 Walmart - Cupcakes for Party 13.76 02/15/2016 226- 45127- 421460 2/6/2016 Walmart - Heater, Wastebasket, Snow Shovel 33.22 02/15/2016 226 - 45122- 443990 2/6/2016 Farm Rite Equip- credit sales tax charged -3.57 02/15/2016 101 - 45201- 422100 AP- Computer Check Proof List by Vendor (02/17/2016 - 3:39 PM) Invoice No Description Amount Payment Date Acct Number 2/6/2016 Fastenal - (100) meter supplies 6x1/2 S/S PPHST 3.37 02/15/2016 601 - 49440 - 422701 2/6/2016 USPS - Certified Mail- Adam Prigh 5.99 02/15/2016 656- 49870 - 432200 2/6/2016 Cub- resale- (20) limes; (3) Lemons 9.27 02/15/2016 609 - 49750- 425500 2/6/2016 CWP -(4) hydraul. adapters 9.98 02/15/2016 101 - 43120 - 422100 2/6/2016 Monti Napa- #302 air filter 11.19 02/15/2016 101 - 43127 - 422120 2/6/2016 Grady's - (2) Hose barbs; (2) tubing braids; (2) c! 13.94 02/15/2016 601 - 49440 - 422300 2/6/2016 Walmart - coffee maker- Hi -way 18.04 02/15/2016 609 - 49754- 421990 2/6/2016 Kwik Trip - #21 case- (9.251) gal Diesel @ $2.0. 19.05 02/15/2016 101 - 45201- 421300 2/6/2016 Holiday - #3- Unleaded Fuel 11.813 gals @ $1.7� 20.66 02/15/2016 656- 49877 - 421200 2/6/2016 Home Depot - 11 8o flat paint mtg. room- Fire 20.72 02/15/2016 101 - 42200 - 422990 2/6/2016 Cub- resale- (26) limes; (10) Lemons 17.48 02/15/2016 609 - 49750- 425500 2/6/2016 Cub- (3) hand soap 6.41 02/15/2016 609 - 49754- 421990 2/6/2016 Monti Napa- (6) U- bolts; (2) U- bolts- 1/2 Water 13.36 02/15/2016 601- 49440 - 422110 2/6/2016 Monti Napa- (6) U- bolts; (2) U- bolts- 1/2 Sewer 13.36 02/15/2016 602 - 49490 - 422110 2/6/2016 Home Depot -(12) 9v btry; scrwdrvr; (3) elect ta] 32.18 02/15/2016 656- 49877 - 421990 2/6/2016 Lake Cafe -(3) lunch 1/24 Fire training- Don, K 39.46 02/15/2016 101 - 42200 - 433100 2/6/2016 Home Depot- 4 "x10' PVC; (2) 1 1/2" x10' PVC; 23.36 02/15/2016 601 - 49440 - 422110 2/6/2016 Home Depot- 4 "x10' PVC; (2) 1 1/2" x10' PVC; 23.35 02/15/2016 602 - 49490 - 422110 2/6/2016 Office Max - (2) cases of 10 reams paper 42.73 02/15/2016 656- 49870 - 421990 2/6/2016 Batteris Plus - (3) custom battery pk 6 cel 54.47 02/15/2016 601 - 49440 - 421990 2/6/2016 Runnings - chainsaw blade 61.62 02/15/2016 101 - 43127 - 422100 2/6/2016 Home Depot - 118oz flat paint; supplies mtg. roc 64.44 02/15/2016 101 - 42200 - 422990 2/6/2016 Cub- (5) coffee; Plates; (4) plasticware; (2) tissue 69.57 02/15/2016 101 - 43127 - 421990 2/6/2016 Home Depot - (4) 124oz paint; supplies- mtg rm 88.81 02/15/2016 101 - 42200 - 422990 2/6/2016 Home Depot -240' fish tape; LED flashlight; 115.88 02/15/2016 656- 49877 - 421990 2/6/2016 Home Depot - (2) tape; drp cloth; supplies; etc n 142.41 02/15/2016 101 - 42200 - 422990 2/6/2016 Titan Machinery- #121- Manual Solenoid Spool 261.45 02/15/2016 101 - 43120 - 422100 2/6/2016 Amazon -(2) 24" LED Monitor 277.86 02/15/2016 656- 49870 - 421990 2/6/2016 Farm Rite Equip- Idler micro -v; fuel fltr; dri -bell 330.55 02/15/2016 101 - 45201- 422100 2/6/2016 Bigmount Inc.com- resale - asst glasses; wraps; l 416.00 02/15/2016 609 - 49750- 425400 2/6/2016 Bigmount Inc.com- freight 52.00 02/15/2016 609 - 49750- 433300 2/6/2016 Big Lake Lumber- (20) lx6xl6 T &G Cedar; (4) 599.60 02/15/2016 101 - 45201- 422300 2/6/2016 MacQueen Equip - #108- Sealmstr; (2) ball sock 636.11 02/15/2016 101 - 43120 - 422100 2/6/2016 Amazon - Graphics card; motherbrd; 6 core proc. 660.50 02/15/2016 656- 49870 - 421990 2/6/2016 Amazon - Graphics card; motherbrd;6 core proc. 660.50 02/15/2016 656- 49870 - 421990 2/6/2016 Crysteel Truck- blade half w /edge; push frm. ass 2,227.50 02/15/2016 101 - 43125- 422100 2/6/2016 Amazon - Graphics card; motherbrd; 6 core proc. 660.50 02/15/2016 656- 49870 - 421990 2/6/2016 Amazon -(2) Corsair SC series; (2) 6 core proces 1,321.00 02/15/2016 656- 49870 - 421990 2/6/2016 Fastenal - (4) small parts env. 93031 0.59 02/15/2016 601 - 49440 - 422110 2/6/2016 Grady's -quick link; (2) eye swivel - 1/2 3.99 02/15/2016 601 - 49440- 421990 2/6/2016 Grady's -quick link; (2) eye swivel - 1/2 3.99 02/15/2016 602 - 49490 - 421990 2/6/2016 Monti Napa- (2) U -bolt 510; U -bolt 10.67 02/15/2016 602 - 49490 - 422110 2/6/2016 Amazon -utx - (4) HDMI Adapter Cable- 6.6 fee 27.96 02/15/2016 656- 49870 - 421990 AP- Computer Check Proof List by Vendor (02/17/2016 - 3:39 PM) Invoice No Description Amount Payment Date Acct Number 2/6/2016 Grady's - (2) C batteries; 6' Wire; (2) PVC Gmd. 53.68 02/15/2016 101 - 42200 - 421990 2/6/2016 Papco - Carpet Machine Part - Lid Kit for Recov 48.99 02/15/2016 226 - 45122- 422100 2/6/2016 Beef O Bradys - Personnel - Final Interview w /Ji 48.64 02/15/2016 101 - 41310 - 443990 2/6/2016 Dollar Tree - Frames (2) 2.00 02/15/2016 217 - 41990 - 420990 2/6/2016 Kwik Trip - Unleaded Fuel - 8.318 gals @ $1.74 14.55 02/15/2016 217 - 41990 - 421200 2/6/2016 APEC - Mesh Filters (4) 136.88 02/15/2016 226 - 45122- 422990 2/6/2016 Park Supply of America - Shower Head w/Brack 421.55 02/15/2016 226 - 45122- 422300 2/6/2016 IAPMO - MN Plumbing Code Books (2) 196.00 02/15/2016 101 - 42400 - 443500 2/6/2016 Electric Motor Service - Motor for Pool Meehan 658.44 02/15/2016 226 - 45122- 422100 2/6/2016 D Michael B's - Area Finance Meeting PK & SR 25.00 02/15/2016 101 - 41520- 433100 2/6/2016 USPS - Return via Priority Mail to Elk Grove Vi 23.70 02/15/2016 101 - 41940 - 432200 2/6/2016 Wall Street Journal - Monthly Subscription 32.99 02/15/2016 101 - 41520- 443300 2/6/2016 Price Chopper Wristbands - Bulk Wristband Ord 2,902.50 02/15/2016 226 - 45122- 421990 2/6/2016 Spectrum Supply - Concession Supplies 249.81 02/15/2016 226 - 45127- 425410 2/6/2016 Spectrum Supply - Cleaning Supplies 707.26 02/15/2016 226- 45122- 421100 2/6/2016 Spectrum Supply - Locker Room & Bathroom Si 792.91 02/15/2016 226 - 45122- 421990 2/6/2016 NBP - Label Stickers, Copy Paper 51.14 02/15/2016 226 - 45122- 420990 2/6/2016 Gradys - Ball Pump Parts: Blow Gun Inflator Kii 10.48 02/15/2016 226 - 45122- 422990 2/6/2016 Walmart - Council Meeting Dinner 23.94 02/15/2016 101 - 41110 - 443990 2/6/2016 Cub - Safety Bingo Prize 45.00 02/15/2016 101 - 41800 - 421990 2/6/2016 G & K Services - Mat Service 15.60 02/15/2016 217 - 41990 - 421990 2/6/2016 G & K Services - Uniform Rental - Jeans 21.60 02/15/2016 226 - 45122- 441700 2/6/2016 G & K Services - Mops 39.40 02/15/2016 226 - 45122 - 431110 2/6/2016 G & K Services - Towels 6.60 02/15/2016 226- 45122- 441710 2/6/2016 G & K Services - Uniforms - Jeans 10.80 02/15/2016 226 - 45122- 441700 2/6/2016 G & K Services - Uniforms - Mops 19.70 02/15/2016 226 - 45122- 431110 2/6/2016 G & K Services - Uniforms - Towels 3.30 02/15/2016 226- 45122- 441710 2/6/2016 Murphy's USA- Unleaded fuel 7.512 gals @ $1. 12.24 02/15/2016 217 - 41990 - 421200 2/6/2016 NBP - Markers, Paper, Tape 99.40 02/15/2016 101 - 41940 - 420990 2/6/2016 MN Recreation & Parks Assoc - 2016 Membersl 299.00 02/15/2016 226 - 45122- 443300 2/6/2016 Monti Napa - Batteries for Simpley Panel (2) 48.58 02/15/2016 226 - 45122- 422990 2/6/2016 ThyssenKrupp - Maint Agreement 2/1/16 - 4/30/ 376.98 02/15/2016 226 - 45122- 431900 2/6/2016 ThyssenKrupp - Maint Agreement 2/1/16 - 4/30/ 180.00 02/15/2016 101 - 41941- 431900 2/6/2016 Cub - Bananas & Oranges for resale at concessic 9.17 02/15/2016 226 - 45127- 425410 2/6/2016 G & K - Uniform Rental - Jeans 10.80 02/15/2016 226 - 45122- 441700 2/6/2016 G & K - Towels 3.30 02/15/2016 226 - 45122- 441710 2/6/2016 G & K - Mops 19.70 02/15/2016 226 - 45122- 431110 2/6/2016 Grady's -magic mount hanger 2.99 02/15/2016 601 - 49440 - 422300 2/6/2016 Grady's - Clear Krylon spray 4.99 02/15/2016 101 - 45201- 421650 2/6/2016 Monti Napa- #108 - (4) Lamps (50- 30200Y3/R? 5.96 02/15/2016 101 - 43120 - 422100 2/6/2016 Cub - resale - (25) limes 8.25 02/15/2016 609 - 49750- 425500 2/6/2016 O'Reilly - #116- Winter blade 10.45 02/15/2016 101 - 43120 - 422100 2/6/2016 Monti Napa- #108 - (2) Severe Duty (60 -1650) 13.18 02/15/2016 101 - 43120 - 422100 AP- Computer Check Proof List by Vendor (02/17/2016 - 3:39 PM) Invoice No Description Amount Payment Date Acct Number 2/6/2016 Monti Pawn & Gun - tool (1/2) 6.81 02/15/2016 601 - 49440 - 421990 2/6/2016 Monti Pawn & Gun - tool (1/2) 6.82 02/15/2016 602 - 49490 - 421990 2/6/2016 Monti Napa- (4) Napagold 300 filter 15.60 02/15/2016 101 - 43127 - 422120 2/6/2016 Monti Napa- #108 - (8) bulb; (4) lamp 18.01 02/15/2016 101 - 43120 - 422100 2/6/2016 Kwik Trip - (8.321) gal non -oxi gas @ $2.259 18.80 02/15/2016 101 - 42200 - 421200 2/6/2016 Grady's- Halogen 500w light 18.99 02/15/2016 601 - 49440 - 421990 2/6/2016 Grady's- hammer; sledge (1/2) 10.74 02/15/2016 601 - 49440 - 421990 2/6/2016 Grady's- hammer; sledge (1/2) 10.74 02/15/2016 602 - 49490 - 421990 2/6/2016 Grady's - (16) Hex screw; (16) nut stop 21.92 02/15/2016 101 - 45201- 421650 2/6/2016 Runnings - (2) chain sharpening 22.00 02/15/2016 101 - 43120 - 422100 2/6/2016 Monti Napa- #105 Brine- (2) switch 22.82 02/15/2016 101 - 43125- 422100 2/6/2016 Fastenal - street sign assemb prts (200) sm prts 23.73 02/15/2016 101 - 43120 - 422600 2/6/2016 Grady's - engraver dremel - shop 26.99 02/15/2016 101 - 43127 - 421990 2/6/2016 Northern Green - Expo. 1/14/2016 (1/2) 15.00 02/15/2016 601 - 49440 - 433100 2/6/2016 Northern Green - Expo. 1/14/2016 (1/2) 15.00 02/15/2016 602 - 49490 - 433100 2/6/2016 Grady's- 6pc socket set; balldriver 33.68 02/15/2016 101 - 43127 - 421990 2/6/2016 Auto Value - (12) variety wrenches; 6pt socket 37.18 02/15/2016 101 - 45201- 421650 2/6/2016 Runnings - (5) chain sharpening; stihl 38.75 02/15/2016 101- 43120 - 422100 2/6/2016 DISH - Feb. 2016 56.64 02/15/2016 609 - 49754- 432500 2/6/2016 Home Depot - pegboard; (7) 1x4x8 common brd 74.43 02/15/2016 101 - 45201- 421650 2/6/2016 Shoe Menders- Leo S. boots 2016 90.00 02/15/2016 101 - 45201- 420650 2/6/2016 Runnings - (5) boot covers 94.95 02/15/2016 601 - 49440 - 421990 2/6/2016 Monti Napa -8p 3 8 DR 6p; IOp 3 8D 6P; (2) ada 140.32 02/15/2016 101- 45201 - 421650 2/6/2016 Runnings - reel ext. cord; hose; (2) coupler; plug 141.61 02/15/2016 101 - 43120 - 422100 2/6/2016 Home Depot -(2) 500' Them wire; (2) cold chise 151.82 02/15/2016 601 - 49440 - 422701 2/6/2016 Crysteel- #229 plow- push beam 152.10 02/15/2016 101 - 43125- 422100 2/6/2016 MN Equip- (2)Tire /wheel assmbly; (2) bearing; a 186.96 02/15/2016 101 - 45201- 422100 2/6/2016 Fastenal -Alum. Pipe Wrench; 22pc Hex key set; 111.19 02/15/2016 601 - 49440 - 421990 2/6/2016 Fastenal -Alum. Pipe Wrench; 22pc Hex key set; 111.19 02/15/2016 602 - 49490 - 421990 2/6/2016 Runnings - #105 Brine- Elec. Valve 1" Flange; In 303.98 02/15/2016 101 - 43125- 422100 2/6/2016 Am. Water Works Asso- M.T. mbrshp 4/1- 3/31/2 315.00 02/15/2016 601 - 49440 - 443300 2/6/2016 Environmental Prod & Access- Valve for Jet/Vac 331.16 02/15/2016 602 - 49490 - 422100 2/6/2016 Zep - (5) degreaser; (1) doz brake wash; (4) cher 461.92 02/15/2016 101 - 43127 - 421100 2/6/2016 MN Equip- Ext Prunner 487.96 02/15/2016 101 - 43120- 421990 2/6/2016 Royal Tire - #108 (2) Tires; mount - dismount 597.68 02/15/2016 101 - 43120 - 431990 2/6/2016 Zamoth - 68" Bobcat recess cblwrp broom refill; 1,040.00 02/15/2016 101 - 45201- 422100 2/6/2016 Zamoth - cablewrap broom refill; (4) dirt shoe; (4 632.00 02/15/2016 101 - 43120 - 422100 2/6/2016 WHCE- Snst Pnds /94th Lift - 12/1- 1/1/2015- (971 127.84 02/15/2016 602 - 49490 - 438100 2/6/2016 WHCE- 1645 & 1675 CR39 28.16 02/15/2016 602 - 49490 - 438100 2/6/2016 WHCE- DMV 19.95 02/15/2016 217 - 41990 - 431900 2/6/2016 WHCE- 2171 W Rvr St 36.45 02/15/2016 101 - 45201- 431900 2/6/2016 WHCE -Fire Dept 27.95 02/15/2016 101- 42200 - 431900 2/6/2016 WHCE- 5980 Jason Ave NE - Water 19.95 02/15/2016 601 - 49440 - 431900 AP- Computer Check Proof List by Vendor (02/17/2016 - 3:39 PM) Invoice No Description Amount Payment Date Acct Number 2/6/2016 WHCE- MCC 27.95 02/15/2016 226 - 45122- 431900 2/6/2016 WHCE- 207 Chelsea Rd- Water 32.95 02/15/2016 601 - 49440 - 431900 2/6/2016 WHCE- 209 Cedar St. - Water 29.95 02/15/2016 601 - 49440 - 431900 2/6/2016 WHCE- 132 E Broadway- Water 19.95 02/15/2016 601 - 49440 - 431900 2/6/2016 WHCE- 107 River St W- Parks 19.95 02/15/2016 101 - 45201- 431900 2/6/2016 WHCE- Hi -Way Liquor Feb. 2016 21.32 02/15/2016 609 - 49754- 431900 2/6/2016 WHCE -MCC - Feb. 2016 19.95 02/15/2016 226 - 45122- 431900 2/6/2016 WHCE -200 Dundas Rd - Feb. 2016 29.95 02/15/2016 601 - 49440 - 431900 2/6/2016 WHCE -909 Golf Course Rd - Feb. 2016 19.95 02/15/2016 101 - 43110- 431900 2/6/2016 WHCE- Gen. Street Lighting 1,301.40 02/15/2016 101 - 43160 - 438100 2/6/2016 Tavern At Wild Marsh - City Administrators Lun 16.22 02/15/2016 101 - 41310 - 443990 2/6/2016 Greenheck Fan - Microprocessor & Cords for Pc 560.33 02/15/2016 226 - 45122- 422100 2/6/2016 Minvalco - Damper Motor for Innovent Pool Un 364.37 02/15/2016 226 - 45122- 422100 2/6/2016 NBP - Redaction Tape (12) 47.06 02/15/2016 101 - 41940 - 420990 2/6/2016 Trusted Employees - Background Checks (3) 75.85 02/15/2016 226- 45122- 431990 2/6/2016 Trusted Employees - Background Check (1) 37.00 02/15/2016 213 - 46301 - 431990 2/6/2016 Society Human Resource Mgmt - 2016 Member; 190.00 02/15/2016 101 - 41800- 443300 2/6/2016 NBP - Redaction Tape (18) 70.60 02/15/2016 101- 41940 - 420990 2/6/2016 International Code Council - (2) Seminars 2/10 290.00 02/15/2016 101 - 42400 - 433100 2/6/2016 International Code Council - (2) Seminars 2/8 & 290.00 02/15/2016 101 - 42400 - 433100 2/6/2016 International Code Council - (2) Seminars 2/8 & 290.00 02/15/2016 101 - 42400 - 433100 2/6/2016 Walmart.com - Toys for Childcare 98.15 02/15/2016 226 - 45127- 421740 2/6/2016 Walmart - Whiteout (3) 13.32 02/15/2016 101- 41940 - 420990 2/6/2016 Walmart - Whiteout (4) 23.38 02/15/2016 101 - 41940 - 420990 2/6/2016 Grady's - Air Filters (9) 26.94 02/15/2016 217 - 41990 - 421990 2/6/2016 Kwik Stop - Unleaded Fuel 10.117 gals @ $1.59 16.18 02/15/2016 217 - 41990 - 421200 2/6/2016 Mayflower Dist - Paper Products for Birthday N 201.05 02/15/2016 226- 45127- 421460 2/6/2016 Randys Sanitation - Feb 2016 Shredding FNM 16.02 02/15/2016 656- 49870 - 431990 2/6/2016 Auto Value 4112- gal. color grade Med. 22.99 02/15/2016 101 - 43120 - 421510 2/6/2016 NBP - (2) 4 pk Legal pads 27.20 02/15/2016 609 - 49754- 420990 2/6/2016 Monti Napa- #107- (3) switch 45.42 02/15/2016 101 - 43120 - 422110 2/6/2016 Terminal Supply - #116- (6) Deutsch HD 16 Proti 53.82 02/15/2016 101 - 43120 - 422110 2/6/2016 Mill Supply - #301 - Plow -cvr & seal assmbly; ( 27.05 02/15/2016 601 - 49440 - 422110 2/6/2016 Mill Supply - Plow - cvr & seal assmbly; (3) O r 27.05 02/15/2016 602 - 49490 - 422110 2/6/2016 Home Depot - (2) Dewalt Por Organinzer; (2) 5C 68.04 02/15/2016 101 - 45201 - 421650 2/6/2016 Monti Napa- #112 - Intermix; (6) 6 Disc; It. wt fil 105.43 02/15/2016 101 - 43120 - 422600 2/6/2016 G & K - inv. 1043386859; 1043392418 125.58 02/15/2016 609 - 49754- 431990 2/6/2016 NBP - (2) sealing tape; disinfec. wipes; (2) fram¢ 181.08 02/15/2016 609 - 49754- 421990 2/6/2016 Fastenal -(2) 824 alum. pipe wrnch; (1) 818 pipe 142.41 02/15/2016 601 - 49440- 422700 2/6/2016 Fastenal -(2) 824 alum. pipe winch; (1) 818 pipe 142.40 02/15/2016 602 - 49490- 422700 2/6/2016 Royal Tire - #114- (4) Tires; mount- dismount; al 604.52 02/15/2016 101 - 43120 - 431990 2/6/2016 WHCE- (30) Its- 4018 Sc. Blvd 415.50 02/15/2016 101 - 43160 - 438100 2/6/2016 WHCE- (14) Its- 4489 Sc. Blvd. 193.90 02/15/2016 101 - 43160 - 438100 AP- Computer Check Proof List by Vendor (02/17/2016 - 3:39 PM) Invoice No Description Amount Payment Date Acct Number 2/6/2016 WHCE- Chelsea Rd. E. 180.00 02/15/2016 101 - 43160 - 438100 2/6/2016 WHCE- (9) Its - 7th St. & Highland Way 90.00 02/15/2016 101 - 43160 - 438100 2/6/2016 WHCE- Cedar St. Dundas to Chelsea 124.65 02/15/2016 101 - 43160 - 438100 2/6/2016 WHCE- Sch. Blvd Fenning Ave /CSAh 18 to Edr. 372.00 02/15/2016 101 - 43160 - 438100 2/6/2016 WHCE- HADCO Its @ E 7th St 357.75 02/15/2016 101 - 43160 - 438100 2/6/2016 WHCE- W 7th St. & adjacent pathway 119.75 02/15/2016 101 - 43160- 438100 2/6/2016 WHCE- K -201 & K205 replace glass 1/7/16 600.00 02/15/2016 101 - 43160 - 421530 2/6/2016 WHCE- 2014 W. 7th St- CR 39 110.50 02/15/2016 101 - 43160 - 438100 2/6/2016 Fastenal - (4) small parts- inv. 93034 0.59 02/15/2016 601 - 49440 - 422110 2/6/2016 Red's - Parks additive 11.82 02/15/2016 101 - 45201- 421300 2/6/2016 Auto Value - (2) Hi Pwr. H Ind. V -Belt 13.78 02/15/2016 101 - 45201- 422100 2/6/2016 MN State Fire Chiefs Assn- Mossey membershil 57.00 02/15/2016 101 - 42200 - 443300 2/6/2016 Normandale Web CE- R.L.- Design Basics 2/10/ 99.00 02/15/2016 101 - 41310- 433100 2/6/2016 McMaster -Carr - Vac /Jet truck- cutting in valve 118.64 02/15/2016 602 - 49490 - 422100 2/6/2016 MN Dept. of Health- Monitring Well Permit 669 50.00 02/15/2016 601 - 49440 - 443700 2/6/2016 MN Dept. of Health- Monitring Well Permit 575 100.00 02/15/2016 602 - 49490 - 443700 2/6/2016 Arctic Glacier - resale - inv. 423601310; 195460 213.35 02/15/2016 609 - 49750- 425500 2/6/2016 Kwik Trip - #3 - (13.261) gal Oxy87 @ $1.599 21.20 02/15/2016 656- 49877 - 421200 2/6/2016 Cub - resale - (40) limes; (12) lemons 23.88 02/15/2016 609 - 49750- 425500 2/6/2016 Cub - tape 3.20 02/15/2016 609 - 49754- 421990 2/6/2016 Home Depot - (5) 5 gal water w/ exchange 34.30 02/15/2016 656- 49877 - 421990 2/6/2016 Kwik Trip - #2 - (28.645) gal Oxy87 @ $1.659 47.52 02/15/2016 656- 49877 - 421200 2/6/2016 Nokomis Shoe - Derek Whipper boots 90.00 02/15/2016 101 - 45201- 420650 2/6/2016 Amazon - Security Camera for Ipad/phone - out( 184.99 02/15/2016 656- 49870 - 421990 2/6/2016 Dalco - Vacuum Parts: Hose, Power Cord, Filter 167.82 02/15/2016 226 - 45122- 422100 2/6/2016 Constant Contact - Email Program 55.00 02/15/2016 226 - 45122- 430910 2/6/2016 NBP - Paper (3 cases); Staple Remover (2) 122.40 02/15/2016 217- 41990 - 420990 2/6/2016 NBP - Paper 68.80 02/15/2016 226 - 45122- 420990 2/6/2016 Walmart - Protein Bars (13 boxes); Bananas; Ap 76.23 02/15/2016 226 - 45127- 425410 2/6/2016 Walmart - Cupcakes for Party 27.52 02/15/2016 226 - 45127- 421460 2/6/2016 Walmart - Batteries, Flashlights (4), Duct Tape (: 57.53 02/15/2016 226 - 45122- 421990 2/6/2016 Compliance Signs - Restroom Signs for Main M 49.00 02/15/2016 226 - 45122- 420990 2/6/2016 Marties Farm Service - Salt for Water Softner (T 464.40 02/15/2016 226 - 45122- 422990 2/6/2016 J P Cooke - Black Replacement Pads for Dater S 75.73 02/15/2016 217 - 41990- 420990 2/6/2016 Subway - Lunch for Working Meeting 24.31 02/15/2016 101 - 41940 - 433100 2/6/2016 Sportsmith - Treadmill Belt (1) Deck (1) Nuts (] 379.64 02/15/2016 226 - 45122- 422105 2/6/2016 Monti Napa- #203- socket 2.41 02/15/2016 101 - 45201- 422110 2/6/2016 Monti Napa- #203- stop, turn & tailling 9.95 02/15/2016 101 - 45201- 422110 2/6/2016 Monti Napa -12pc Bi -Metal Reciprocatin 27.99 02/15/2016 101 - 43127 - 421990 2/6/2016 Runnings - #225- Brass conjet; (.49)lbs bolts /nut 38.90 02/15/2016 101 - 43127 - 422100 2/6/2016 Dyna - (50) screw set- Signs 64.22 02/15/2016 101 - 43120 - 422600 2/6/2016 Ras Glass - West Bridge vandalism -1/2 down pz 252.65 02/15/2016 101- 45201- 422300 2/6/2016 Ras Glass - West Bridge vandalism -1/2 remainil 252.65 02/15/2016 101 - 45201- 422300 AP- Computer Check Proof List by Vendor (02/17/2016 - 3:39 PM) Invoice No Description Amount Payment Date Acct Number 2/6/2016 Northern Toot/Equip - alum. top mount; (5) grit 1 359.94 02/15/2016 101 - 43120 - 422100 2/6/2016 PayPal- Werner Auction- (2) Poly Tanks 501.90 02/15/2016 101 - 43125- 422100 2/6/2016 Dyna - return wrong parts - 237.28 02/15/2016 101 - 43125- 422100 2/6/2016 MN State Patrol - Decals 34.50 02/15/2016 101 - 43127 - 421990 2/6/2016 Normandale Cont Ed - Graphic Design Class 2/1 99.00 02/15/2016 101 - 43110- 433100 Check Total: 98,456.51 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 6 00007173797 Vanco - Fitness Rewards - January 2016 92.00 02/15/2016 226 - 45122- 430700 00007176797 Vanco - Gateway Transactio Program - January: 38.80 02/15/2016 656- 49870 - 443980 00007176797 Vanco - Gateway Transactio Program - January : 14.25 02/15/2016 601 - 49440 - 443980 00007176797 Vanco - Gateway Transactio Program - January : 14.25 02/15/2016 602 - 49490 - 443980 Check Total: 159.30 Total for Check Run: 106,703.29 Total of Number of Checks: 6 The preceding list of bills payables was reviewed and approved for payment. Date: 2/22/16 Approved by: Mayor Brian Stumpf AP- Computer Check Proof List by Vendor (02/17/2016 - 3:39 PM) City Council Agenda: 2/22/16 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 Ron Hackenmueller Building Inspector Building Dept. 2/29/2016 FT TERMINATING EMPLOYEES Name Reason Department Last Day Class Jessica Lemperes Voluntary FNM 1/258/16 PT Hallie Leffingwell Voluntary MCC 2/8/16 PT New Hire and Terms City Council 2016: 2/16/2016 City Council Agenda: 02/22/16 2C. Consideration of approving the sale or disposal of surplus city property (WO) There is no report this City Council cycle. City Council Agenda: 02/22/16 2D. Consideration to approve an application for a temporary charitable gambling permit for a raffle to be conducted by the Wright County Ducks Unlimites Chapter 39 in conjunction with their Annual Banquet (JS) A. REFERENCE AND BACKGROUND: The Wright County Ducks Unlimited has applied for a temporary charitable gambling permit for a raffle to be held on May 2, 2016 in conjunction with their 31St Annual Membership Banquet. The event is being held at the River City Extreme. To receive a permit from the State, the City must approve the application. In the past the City has not opposed these exempt gambling license applications for charitable events. B. ALTERNATIVE ACTIONS: 1. Motion to approve the application for a charitable gambling permit for a raffle conducted by the Wright County Ducks Unlimited Chapter 39 on May 2, 2016 for their annual membership banquet at River City Extreme, 3875 School Blvd. 2. Motion to not approve the application for a charitable gambling permit. C. STAFF RECOMMENDATION: Staff supports Alternative #1 and requests Council to approve the application which will be submitted to the State Gambling Control Board. D. SUPPORTING DATA: • Copy of Application for Exempt Gambling Permit MINNESOTA LAWFUL GAMBLING F FR - 0 2016 5/15 LG220 Application for Exempt Permit Page 1 of 2 An exempt permit maybe issued to a nonprofit Application Fee (non - refundable) Ilication organization that: Applications are proc �Qr ° ^ °' °' Tf *h • conducts lawful gambling on five or fewer days, and is postmarked or received 30 days or more before the event, the • awards less than $50,000 in prizes during a calendar year. application fee is $100; otherwise the fee is $150. If total raffle prize value for the calendar year will be Due to the high volume of exempt applications, payment of $1,500 or less, contact the Licensing Specialist assigned to additional fees prior to 30 days before your event will not expedite your county by calling 651- 539 -1900. service, nor are telephone requests for expedited service accepted. QRaANIZATION IN'FORMAT3,ON *'" Organization f %_ {� j, r _ / E, %% 09evious Gambling Name: cUJ h l Ol,f�t /�tTC(CS /�� -lnGl�lPermit �iP4 Number: Minnesota Tax ID Federal Employer ID Number, if any/: Number (FEIN), if any: Mailing Address: l Q �CCX �(� ! yesl C ( �— �� City: � State: � v " /�,� Zip: �� r � County: Name of Chief Executive Officer (CEO): Daytime Phone: A/ G 3� �� ®� Email: A C (P 4n It.., P l- ("V,7 NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious Veterans Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) A current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651 - 296 -2803, or toll free 1- 877 - 551 -6767 IRS income tax exemption (501(c)) letter in your organization's name Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1- 877 - 829 -5500. IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling, and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. 'GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted /� V /�j� /' �( o (for raffles, list the site where the drawing will take place): 1 \ (lief% C� �Grl 6' "(�+��(� l Address P.O. box): -7 C S�c. �0 67 (do not use 1 (V City or O � C �/ 4 Township: �l � !N h . Zip: County: Date(s) of activity (for raffles, '�j,1� b m q K� 1 �1 indicate the date of the drawing): _ -4 / Check each type of gambling activity that your organization will conduct: Bingo* Paddlewheels* ®Pull -Tabs* =Tipboards* ®�� Raffle (total value of raffle prizes awarded for the calendar year: $ O C) ) * Gambling equipment for bingo paper, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo number selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.gov /gcb and click on Distributors under LIST OF LICENSEES, or call 651 - 539 -1900. M e% is r== LG220 Application for Exempt Permit 5/15 Page 2 of 2 LOCAL UNIT QF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to th.e ,M'innesota Gambling Control Board) CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises located within city limits located in a township The application is acknowledged with no waiting period. The application is acknowledged with no waiting period. The application is acknowledged with a 30 -day waiting The application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days period, and allows the Board to issue a permit after (60 days for a 1st class city). 30 days. The application is denied. The application is denied. Print City Name: Print County Name: Signature of City Personnel: Signature of County Personnel: Title: Date: Title: Date: information, the Board may not be able to TOWNSHIP (if required by the county) which law or legal order authorizes a new use or On behalf of the township, I acknowledge that the organization address which will remain public. Private data is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or as a consequence, may refuse to issue a permit. The city or county must sign before given; and anyone with your written consent. If your organization supplies the information submitting application to the deny an application, per Minn. Statutes, section 349.213.) access to the information; Minnesota's Depart- Gambling Control Board. This form will be made available in alternative format (i.e. large print, braille) upon request. Print Township Name: Signature of Township Officer: Title: Date: CHI "EF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this application is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned tote Board within 30 days of the event date. Chief Executive Officer's Signature: Date: / O (SigniAture be CEO's signature; designee may not sign) %must L Print Name: I "L ( .REQUIREMENTS MAIL APPLICATION AND' ATTACHMEISITS Complete a separate application for: Mail application with: • all gambling conducted on two or more consecutive days, or a copy of your proof of nonprofit status, and • all gambling conducted on one day. Only one application is required if one or more raffle drawings are application fee (non - refundable). If the application is postmarked or received 30 days or more before the event, conducted on the same day. the application fee is $100; otherwise the fee is $150. Financial report to be completed within 30 days after the Make check payable to State of Minnesota. gambling activity is done: To: Gambling Control Board A financial report form will be mailed with your permit. Complete 1711 West County Road B, Suite 300 South and return the financial report form to the Gambling Control Roseville, MN 55113 Board. Questions? Your organization must keep all exempt records and reports for Call the Licensing Section of the Gambling Control Board at 3 -1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). 651- 539 -1900. Data privacy notice: The information requested application. Your organization's name and ment of Public Safety; Attorney General; on this form (and any attachments) will be used address will be public information when received Commissioners of Administration, Minnesota by the Gambling Control Board (Board) to by the Board. All other information provided will Management & Budget, and Revenue; Legislative determine your organization's qualifications to be private data about your organization until the Auditor, national and international gambling be involved in lawful gambling activities in Board issues the permit. When the Board issues regulatory agencies; anyone pursuant to court Minnesota. Your organization has the right to the permit, all information provided will become order; other individuals and agencies specifically refuse to supply the information; however, if public. If the Board does not issue a permit, all authorized by state or federal law to have access your organization refuses to supply this information provided remains private, with the to the information; individuals and agencies for information, the Board may not be able to exception of your organization's name and which law or legal order authorizes a new use or determine your organization's qualifications and, address which will remain public. Private data sharing of information after this notice was as a consequence, may refuse to issue a permit. about your organization are available to Board given; and anyone with your written consent. If your organization supplies the information members, Board staff whose work requires requested, the Board will be able to process the access to the information; Minnesota's Depart- This form will be made available in alternative format (i.e. large print, braille) upon request. City Council Agenda: 02/22/2016 2E. Consideration to approve out -of -state training for Finance Director. A. REFERENCE AND BACKGROUND: City Council is asked to consider approving the Finance Director's attendance at the upcoming annual Governmental Finance Officers Association's (GFOA) conference in Toronto, Ontario, Canada May 22 -25, 2016. The current City policy allows for out -of- state training for the City Administrator and Department Heads upon approval of the City Council. The Personnel Committee recently met to discuss this request and based on the information provided recommends approval of attendance. Al. Budget Impact: The estimated cost of attendance including airfare, hotel, conference fee, and meals is $1725. This is a budgeted item for 2016. ALTERNATIVE ACTIONS 1. Motion to approve out -of -state training for Finance Director. 2. Motion to deny out -of -state training for Finance Director. B. STAFF RECOMMENDATION: The Personnel Committee recommends Alternative #1 approving out -of -state training for the Finance Director. Approval of the request was based on the following criteria: prior attendance, budget impact /cost, and relatedness to the position. C. SUPPORTING DATA: • Conference Agenda and Supporting Materials • Personnel Policy Relating to Out -of -State Training Top to preconference Participate in half-day n . • • . reasons attend • •. GFOAs annual conference features over 60 educational sessions on topics Saturday, May 21, 2016. related to accounting and financial reporting, auditing, budgeting, capital`. Concur rent sessions will planning, debt administration; economic development, pension and benefit begin 0 p.m. on Sunday, administration, and treasury and investment management. Come hear May 22, 2016, leading practitioners and recognized experts in the field of public finance 0 p.m. on Wednesday, -discuss case studies, lessons learned, and innovative approaches to May 25, 2016. addressing common challenges. Speakers will include both United States and,Canadian representatives and provide delegates a unique and valuable The preconference seminars opportunity to network and share with a wide variety of state and local concurrent and will �� be government public finance practitioners:' � at the Bi Convention Centre, 222 emner The';annual conference will also include: Boulevard, Toronto, Ontario Special preconference sessions to explore selected topics of special` mtest in even; greater depth; General sessions that will bring participants into direct contact with ' (* Canada Day na pnally recognized speakers of special interest to the public finance 'pr, ofession; Sunday, May 22 +9:00 a.m. -1:00 p.m. `= Metro Toronto Convention Centre Discussion groups, networking sessions, and social events that . Lunch will be provided create countless opportunities for connecting, building new relationships We would like to invite all Canadian with peers, and cementing existing relationships; attendees to join us for a program of Over 20 continuing professional education (CPE) credits, with even special interest to Canada. This forum more credits available if you elect to participate- in preconference of discussions and panels is a great sessions; and opportunity for public finance An exhibit hall that will give participants an opportunity to meet with professionals from across Canada to gather together to share ideas and vendors that offer practical tools and solutions for a bmad,range of experiences. Watch GFOAs website professional challenges. - for program details to be announced. While advance registration is required, Select preconference seminars, concurrent sessions, discussion groups, and there is no extra charge for those who networking sessions you 11 would like to attend to customize your own " are already registered for the annual educational curriculum. conference. Please RSVP at www.gfoa.org/c.anada-day-rsvo. RV REMEMBER: P All delegates traveling to Toronto from the United States �� z fly r.j vv +11 need a passport. Apply or renew yours today at �: http:! /Yravelsta #e.gov /content /passports7en% - Ego €oit Hall The GFOAs exhibit hall will be open Sunday through Tuesday. Seethe latest innovations from exhibitors offering management- and finance - related products and services to local, state, and provincial governments. For a current list of exhibitors, updated floorplan, and information on how to exhibit, go to www.afoa.ora. If you partner with any companies that you think would be a good fit to join GFOAs roster of exhibitors, please send your suggestions to c o n f e re n c e ft f oa. o ra . Certification Examinations The GFOAs Certified Public Finance Officer (CPFO) program examinations will take place on Saturday, May 21, from 1:30 p.m. -5:00 p.m. and on Sunday, May 22, from 8:30 a.m- 12:00 p.m. For more details, go to www gfoa.orgLwfo. The GFOA strives to provide leadership to the government finance profession through education, research, and best practices. Nowhere are these efforts more apparent than at the GFOA annual conference To keep with our commitment, the GFOA Executive Board is pleased to announce: 50scholarships will be awarded per state or province in the amount of the full- conference registration fee to first -time conference attendees who are GFOA active government members, We encourage you to take advantage of this opportunity. To learn more about this opportunity and to apply, please e -mail firstannualconference@gfoa.org A First - Timers brunch will take place on Sunday, May 22, 2016, at the MetroTorontb Convention Centre for first -time attendees to learn more about the conference, meet the GFOAs Executive Board and senior staff, and network with peers. • Concurrent sessions on Sunday through Wednesday • Welcome Reception on Sunday night for delegates and guests • General sessions on Monday and Tuesday mornings • Luncheons for delegates on Monday anclTuesday • Discussion groups held Throughout the conference ■ Take advantage of the following discounts. This is a great way to save when sending junior staff in your office. * Receive a 10 ;percent discount on the conference registration fee when three or more people' f rom your jurisdiction register together (registrations must be submitted and paid togetherL This discount does not apply to preconference seminars. • Qualify for the early registration fee discount. Payment must be received by April 14, 2016. a .Join the GFOA today and receive $25 off the conference registration fee with a paid new membership. t t Jiiliif111aIbIIS r; ` ` invoices .Registration confirmations and •- sent as 'D attachments via e-mailf rom April 14, 2616 No fee for cancellations received (Govemment entities only) A one - for -one substitution of a nonmember for an active member is allowed. If your organization has a' current GFOA member on the staff who is not attending conference, a nonmember may attend in his or her place at the lower member rate. Please provide the name or the membership number of the GFOA member. h -0 before this date. April 15, 2616 Cancellations postmarked between April 15 and May 12 will be refunded, less a 25 percent service fee. May 13, 2616 Cancellations postmarked between May 13 and May 20 will be refunded, less a 50 percent service fee. May 21, 2616 No refunds will be issued this date forward. It is possible to earn more than 20 continuing professional education (CPE) credits at the GFOAs annual conference. Additional CPE credits can be earned by attending one or more of the GFOAs preconference seminars, - The GFOA is registered with the National Association of State Boards of Accountancy (NASBA) as a sponsor of continuing professional education on the National Registry of CPE Sponsors. State boards of accountancy have final authority on the acceptance of individual courses for CPE credit. Complaints regarding registered sponsors may be submitted to the National Registry of CPE Sponsors through its website: www:leammmarket.om. National Registry of CPE Sponsors v 150 Fourth Avenue North, Suite 700 Pi,,^ Nashville, . TN 37219 -2417 z: Airline Discount Codes . Rail Billy Bishop Airport Visiting Toronto is convenient through Toronto Pearson International Airport and Billy Bishop Toronto City Airport. GFOA has arranged for discounts with the following airlines: AirCanada (www.aircanada.com) Agreement code - RFXPNDB1. Enter the promotion code in the search panel. Delta (www.delta.corn) Meeting ID - NMMAF, Select Meeting Event Code and enter the Meeting ID in the box provided on the search flight page. Porter (www.flyporter.com) Promo code - GFOA16. Enter the promo code in the box provided on the search flight page. United (www,united.com) Z -code - ZVJY. Agreement code - 957446.To book travel online, enter both the Z -Code and Agreement Code (i.e., ZVJY957446) in the Offer Code box. VIA Rail (www.viarail.ca) and AMTRAK (www.amtrak, com) bring visitors into the heart of the city each day. Toronto's Union Station is centrally located downtown and connects to the subway by underground tunnel Rental Car > Phone- 800- 654 -2240 }:-` (www.hertz,com) CV# 04SJ0004 Toronto Pearson International Airport & , UP Express (Train to City) www.torontopearson.com/ en /toandfrom /upexpress /# UP Express departs from both Union Station and Toronto Pearson International Airport every 15 minutes. The trip to downtown takes just 25 minutes. A one -way fare is Can$28 and US$21. Toronto Transit Commission Billy Bishop Airport is easily accessible by the Toronto Transit Commission. You'll be dropped a short walk from the ferry terminal building. Take the 511 Bathurst streetcar(www.ttc.ca /Routes /511/ Northbound.isp) or the 509 Harbourfront (http: / /www.ttc.ca/ Routes /509 /Eastbound.isp). The cash fare is Can$3 and US$2.25. Shuttle Service = A complimentary express shuttle bus (www.portstoronto.com/Airport/ Getting -To /Airport -S huttle.aspx) to and from the Billy Bishop Airport runs approximately every 15 minutes. The shuttle is open to anyone going to the airport, whether traveling or not. Sunday, May 22,2016 *5:00 - 6:30 p.m. Exhibit Hall E of the Metro Toronto Convention Centre Complimentary to all registered attendees and guests Join the GFOA on Sunday evening as we kick off the 110th Annual Conferencel Enjoy beverages and delicious appetizers as you mingle with friends and colleagues and make new acquaintances. This informal reception will finish early enough to allow maximum flexibility for dinner plans or an evening to explore the unique ambiance of one of North America's most international cities. Members of the Toronto Convention & Visitors Association will be on hand to assist you with dinner reservations during your stay. Tuesday, May 24, 2016 ® 7:00 -10:30 p.m. Sony Centre Ticketed event, which includes buffet dinner and live entertainment After a busy couple of days, sit back, relax, and have fun in downtown Toronto! Let us plan an evening for you filled with food and entertainment. Don't miss this lively night exclusively for GFOA conference attendees and guests) 'j it Ticket price includes food, beverages, and entertainment. ' e Adults: Can$53 or US$40 in advance (Can$67 or US$50 after May 16, 2016, and on site) ® Children /teens under 18: Can$20 or US$15 in advance (Can$27 or US$20 after May 16, 2016, and on site) ' a Children under 5: complimentary j 1 w Come join us for food, fun, and entertainment! x� Go to the GFOA's website foridetails and to purchase your tickets online, or use the conference registration form to bdy'ryour tickets. 1 e } Tours will be offered on Saturday through Tuesday and will include: Toronto Orientation City Coach Tour City Coach Tour & Harbor Cruise Toronto City Coach Tour & CNTower " t Niagara Falls Orientation Tour CityPASS r 3 -day Double- Decker Bus Pass 5' For more information or to reserve a spot, visit www.reg6nllne.6.aJgfoa2o16tours or e -mail f '.. ann.eorbitt@vlsiontrayel.ca. Onsite registration will f be available; however, space is limited, Tourism Niggare. ABOUTTORIONTO Toronto is center of rare openness, warmth, energy, gy, and style enriched by the fusion of traditions, passions and l # 0 perspectives on life of the more than ' 4 l� 100 cultures found here. !Miles of waterfront, boardwalks, parks, and trails nestle together with urban delights like caf6s, artisans' exhibits and - �T ; one -of -a -kind shops. MY .; Experience the game that defines Canada and a sport that has been adopted by over seventy 1 I, countries in the Hockey Hall of Fame! The Hall of Fame offers hockey artifacts at all levels of play owwphoto l Dreemshme.com- Stanley Cup Photo from around the world;, a replica NHL dressing room; exhibits dedicated to the game's greatest players, teams, and achievements; and NHL trophies, For more information on what to do while in including hands -on access toThe STANLEY CUP. Toronto, visit www.seetorontonow.com. irtha GFnA 110th •. be processed on a first come, first - served be assigned in order of your preference, as st to event if not available. You can expect to ation within three business days of booking anon Afyou have not received your in ,72 hours, please contact the GFOA Housing =:OAhotels @onpeak.com'or 1-800-947-7358. A valid' until June 2016 or later or a check for and tax -(add 13% tax) is required to secure a. it cards.and checks are for guarantee only and o'hoid reservations. A charge of one night's ieckib are subject Suite 200, Chicago, IL 60654.. Note institutional purchase orders are NOT accepted Refunds to those who guaranteed accommodations with a check deposit will be mailed after the end of the event. Housing Policies The lowest available room rates at event hotels have been specially negotiated. Other booking channels are continuously monitored to track rival rates. ® Internet: onP onP Use online system to simplify your group /block booking and reserve rooms in real -time with an immediate confirmation. Log on to wv✓ ,gfoa.org and look for the housing link. Phone: .? 8:00 a.m. -5:00 p.m. CST, Mon —Fri 1 -800- 947- 73581US Toll -Free) 1- 312- 527 -7300 (International callers) Mail: GFOA 2016 Annual Meeting, c/o onPeak 350 N Clark Street, Suite 200 Chicago, IL 60654 E -mail: G FOAhotels @onpeak.com Changes and cancellations Cancellations within 72 hours of arrival will be charged one night's room and tax. Room Requests Use the grid on the housing reservation form (enclosed and posted at www.gfoa.org) to indicate your room type(s) and number of rooms you are requesting per night. For more space, attach an additional page or log on to www.gfoa.org, where you can easily make your group booking through on Peak's online system. Please Indicate any special needs. "onPeak will be the ONLY official housing company forthis event and will not contact attendees directly to make ` Government Finance Officers Association G of the United States a ud Canada 203 North LaSalle Street, Suite 2700 Chicago, Illinois 60601 -1210 312.977.9700 fax: 312.977.4806 conference@gfoa.org I www.gfoa.org Government Finance Officers Association of the United States and Canada 110TH GFOA ANNUAL CONFERENCE I TORONTO, ONTARIO, CANADA I MAY 22-25,2016 Register ONLINE at www.gfoa.org or complete and scan the registration farm and E -MAIL it to conferenceggfoa.org. You may also FAX it to 1312) 977-4806ar MAIL it to: GFOA, 203 N. LaSalle Street, Suite 2700, Chicago, IL 60601 -1 21 0 City State /Province Zip /Postal Code Country Telephone Fax E -mail Address (REQUIRED) GFGA Membership # (if available) Preferred Name on Badge ❑ Indicate if you are substituting for a government member. ❑ Finance Under a Microscope 1:00 pm — 5:00 pm 6hecktate6e(ayt' ":Each = ., , . , €Ack: ❑ Government Member $160 ❑ Nonmember Government $175 ❑ Private - Sector Member $185 ❑ Nonmember Private Sector $210 , l Member Type* Please Check One: ❑ Government Member. ❑ Private - Sector Member Name of Government Member *Join the GFOA today and receive $25 off your conference registration tee with a paid new membership. Print namm sl of additional guestls, Please attach additional names on a separate sheet if needed. First Name Last Name First Name Last Name ❑ Children 12 or Under: Print barrels) of child(ren112 or under. Please attach additional names on a separate sheet if needed. First Name Last Name Conference Registration: Group Discount: ** Preconference Seminads): New member fee: Visit www.gfoa,org or call GFOA at (3121977 -9700 for fee. Discount for paid new member: ($25.00 *) Subtotal: Conference Finale: #of tickets /adult,$40.00 x # of tickets /children under 18, $15.00 x = #of tickets /children under 5, complimentary x = I 1 Total Fees: $ First Name Last Name _ ` *.Receive a 10 percent discount an your conference registration if three or more people from, your jurisdiction are attending the annual conference (registrations must be submitted and paid together) This discount does not Advance Full apply to preconference seminars If you plan to sign up with 10 or more ,r Registration Registration colleagues, e-mail conferenca@gfoa.org for dis counted fees. (not currently employed) CONFIRMATIONS Confirmations and invoices will be sent as PDT attachments via e -mail from training@gfoa.org. Please add this address to your allowed senders list. Please see the GFOA conference brochure and www.gfoo.org for the cancellation and refund policy. 1111VIIIIIIII, t ❑ Payment by check: Make payable to "Gavernmant Finance Officers Association' ❑ .Payment by credit card: ❑ Amex ❑ Discover ❑ MasterCard ❑ Visa an Card Number Expiration Date (mandatary) ❑ Bill Me: R0. Number: You must include a purchase order number. GFOA Tax ID Number: 36- 2167796 Postmarked and paid Postmarked and paid b after 4 /14/16 Government Member ❑ $425 ❑ $475 Private - Sector Member 0$570 ❑$645 Nonmember Government ❑ $575 ❑ $630 Nonmember Private Sector ❑ $845 ❑ $920 Full -Time Student ❑ $135 ❑ $145 Retired GFOA Member ❑ $ 0 ❑ $ 0 (not currently employed) CONFIRMATIONS Confirmations and invoices will be sent as PDT attachments via e -mail from training@gfoa.org. Please add this address to your allowed senders list. Please see the GFOA conference brochure and www.gfoo.org for the cancellation and refund policy. 1111VIIIIIIII, t ❑ Payment by check: Make payable to "Gavernmant Finance Officers Association' ❑ .Payment by credit card: ❑ Amex ❑ Discover ❑ MasterCard ❑ Visa an Card Number Expiration Date (mandatary) ❑ Bill Me: R0. Number: You must include a purchase order number. GFOA Tax ID Number: 36- 2167796 Conference Sessions I Government Finance Officers Association About GFOA Products and Services Home / Annual Conference / Conference Sessions Page 1 of 3 tole GFGA Staff DireMOry Contact Us E-Store Annual Conference Award Programs Saigon Topics ED Topics Conference Sessions Select All Conference sessions for the 11.0th GFOA annual conference are listed below. GFOA sessions will feature public- sector []Accounting & Financial practitioners discussing best practices, lessons learned, or innovative approaches to meeting challenges faced by Reporting governments across the United Slates and Canada, QBudgeting & Financial Planning ❑Oc / Economic Development Specific times for each session along with session agendas, speakers, and handouts will be posted n the Information [:]()chi Management becomes available. All sessions will take place May 22 -25. 2016 at the Metropolitan Toronto Convention Centre. Concurrent [Financial Management sessions start on Sunday, May 22 at Uat) PM. Sessions are scheduled all day on Monday, May 23 and Tuesday, May 24. ❑Pension & Benefit Tile conference sessions conclude on Wednesday, May 25 at 12:10 PM. GFOA also offers preconference sessions on Friday, Administration May 20 and Saturday, May 21, Technology Note: The session progg'am listed is tentative and subject to change. For any additional questions, please contact Mike Mucha. []Treasury Management BART BY i note I Title Resat 58 Sessions 1 2 3 next last Sunday, May 22, 2016 - ' Current Trends in Bank Loans 1:30pm to 2:20pm Speaker: Speaker To Be Determined, i Sunday, May f.2 > , J016 " How to Build a Finance Office 1:30pm to 2:20pm 1 Speaker: Speaker To Be Determined, Sunday, May 22, 2015 Investment Fee Disclosure 130pm to 2:20pm Speaker: Speaker To Be Determined, Sunday May22 2016 Pension Funds and Infrastructure 1:30pm to 2:20pm i Speaker: Speaker To Be Determined, Sunday, May 22, 2016 1 Renew Your Lease: Major Changes In Lease Accounting 130pm is 2:20pin Speaker: Speaker To Be Determined, Sunday, May 22, 2016 - s The Value of Transparency 1:30pm to 2:20pm Speaker: Speaker To Be Determined, Sunday, May 22, 2016 - P A Financially Resilient Organization is a Risk -Aware Organization 2:40pm to 3:30pin Speaker: Speaker To Be Determined, Coping with Unfunded Mandates - When the 'Buck' Gets Passed to You Conference Sessions I Government Finance Officers Association Page 2 of 3 Sunday, May 22, 2,016 - Speaker: Speaker To Be Determined, 2:40pm to 3:30pm , Sunday, May 22, 2016 - ? Liquidity Estimates 2A0pm to 3:30pm. Speaker: Speaker To Be Determined, Sunday, May 22, 2016 - The Bond Market: A Legislative /Regulatory Update 2:40pm to 3:56pm I Speaker: Speaker To Be Determined, Sunday May 22, 2016 - j Water: Is Blue Gold the "New Normal "? 2:40pm to 3:30pm Spenker. Speaker To Be Determined, Sunday, May 22, 2016 - j What You Need to Know About Fair Value Accounting 2:40pm to 3:30pm Spenker, Speaker To Be Determined, Sunday, May 22, 2016 - ': Buckle Upl Calculating the Cadillac Tax 3:50pm to 4:40pn1 Speaker. Speaker To Be Determined, Sunday, May 22, 2016 - Running a Tight Ship: Making Internal Audit Work for You 3:50pm to 4:40pm j Speaker, Speaker To Be Determined, Sunday, May 22, 207.6 - Service -Level j Agreements for IT g 3:50pm to 4:40prn i Speaker: Speaker To Be Determined, Sunday, May 22, 2016 - ''- Using Cash -Flow Forecasting to Support Fiscal Sustainabillty 350pm to 4:40pm ! Speaker: Speaker To Be Determined, 'Monday, May 23, 2016- - Achieving Efficient and Compliant Purchasing 10130am in 12:10pm Speaker: Speaker To Be Determined, Monday, May 23, 2016 - i Avoiding Yesterday's News: Keeping IT policies and Procedures Up To 10:30am to 12:10pm Date Speaker: Speaker To Be Determined, Monday, May 23 2016 - I The Accounting and Auditing Year In Review 10:30am to 12:10pm Speaker: Speaker To Be Determined, f Monday, Mav 23, 2016 - = Fiscal Impacts of Land -Use Policy 1:30pm to 2:201)m € Speaker: Speaker To Be Determined, E Give Me a Break! How to Report Tax Abatements Conference Sessions I Government Finance Officers Association Page 3 of 3 Monday, May 23, 2016 - Speaker: Speaker To Be Determined, .1.:30pm to 2:20irm ,Monday, May 23 2016 - ' Improving Cash -Basis Reporting: GFOA's Small Government Reporting k 1t30pm to 2:20pm Program Speaker, Speaker To Be Determined, Monday May 23, 201fi The Politics of Pensions :L 30pm to 2:20pm speaker: Speaker To Be Determined, Monday. May 23, 2016 Accurate Pension Forecasting e :40pin to 3:55pm i speaker: Speaker To Be Determined, Monday, May 23, 2016- _�.._j Case Studies In Asset Management 2:40lam to 3:55pm ' Speaker: Speaker To Bo Determined, 1 2 3 next, last Q 2014 Government Finance Officers Association of the United states and Canada 203 N. LaSalle Street - Suite 2700 1 Chicago. IL 60601 -1210 1 Phone: (312) 977 -9700 - Fax: (312) 977 -4806 Conference Sessions I Government Finance Officers Association About GFOA Products and Services Home / Annual Conference / Conference Sessions Topics Select All []Accounting & Financial Reporting Budgeting & Financial Planning E]CIP / Economic Development [jDebt Management [,,,Financial Management Pension & Benefit Administration [Technology []Treasury Management Page 1 of 3 Join GFOA Staff Directory Contact Us GStore Annual Conference Award Programs Search Topics 0 Conference Sessions Conference sessions for the 110th GFOA annual conference are listed below. GFOA sessions will feature public- sector practitioners discussing best practices, lessons learned, or ingovative approaches to meeting challenges faced by governments across the United States and Canada. Spoelfle times for each session along with session agendas, speakers, and handouts will be posted as the information becomes available. All sessions will take place May 22 -25, 2019 at the Metropolitan Toronto Convention Centre. Concurrent sessions start on Sunday, May 22 at 1:30 PM. Sessions are scheduled all day on Monday, May 23 and Tuesday, May 24, The conference sessions conclude on Wednesday, May 25 at 12:10 PM. GFOA also offers preconference sessions on Friday, May 20 and Saturday, May 21. Note: The session program listed is tentative and subject to change. For any additional questions, please contact Mike Mucha. sQRT BY i Hate_ i f Title �. 66 Sessions Reset first , previous 1 2 3 -next - last . Monday, May 23, 2016 - _. Credit Cards Risk: Update on PCI Compliance 2:40pm to 3:51pm i Speaker: Speaker To Be Determined, Monday, May 23 2.016 Take The Puppy, Raise the Dog: Effectively Managing Grants 2:40pm to 3:55pm i Spoaken Speaker To Be Determined, -, Monday, may 23,2016- j Accurate Pension Forecasting 2:40pm to 3:55pm Sneaker: Speaker To Be Determined, ,Monday, May 23 2016 - Taking It to the Next Level: GFOA's Certification Program 2:40pm to 3:55pm Speaker: Speaker To Be Determined, Monday, May 23 2016 : ERP War Stories 4:15pm to 5:30pn 1 Speaker: Speaker To Be Determined, Monday, May 23 2016 - i Across the Border: Sharing P3 Experiences 4:15pm to 5:30pm Speaker: Speaker To Be Determined, Monday, May 23, 2016 Putting it All Together: Preparing the Financial Statements 4:15pm to 5:30pm i Speaker: Speaker To Be Determined, { Next Generation of Finance Conference Sessions I Government Finance Officers Association Page 2 of 3 Monday, May 23, 201C - ` Speaker: Speaker To Be Determined, 4:S5pm to 5:30pm I Monday, May 23, 2016 - Auditing that Pays for Itself 4 16pm to 5 30pm Speaker: Speaker To Be Determined, Tuesday, May 24, 2016 - Budget Process 101 10:20am to 12;00pm. Speaker: Speaker To Be Determined, Tuesday May 24 2016 - ! Getting Out Front: Stopping Fraud Before It Starts 110:20am to 12:00pm [ Speaker: Speaker To Be Determined, Tuesday, May 24, 2016 - Modern Strategies for Public Funds Investing 10:20am to 12:00pm Speaker: Speaker To Be Determined, Tpeaday, May 24, 2016 - E Big Data vs. Useful Data -, 10:20am to 12:00pm E Speokea Speaker To Be Determined, Tuesday May 24 2016 - t Municipal Securities Disclosure Compliance - Federal Focus and Improved 2:00pm to 3:1.51pm Speaker: Speaker To Be Determined, 10:20arn to 12:00pm [ Outcomes ��- .._.,...,..; Speaker: Speaker To Be Determined, Tuesday, May 24, 2016 The Future Is Now: Implementing GASB Guidance on Pensions and OPEB 10:20am to 12;00pni I Speaker: Speaker To Be Determined, Tuesday, May 24, 2016 - i?i The Finance Officer's Guide to IT ''.. 2:00pm to 3:15mn p Speaker: Speaker To Be Determined, Tum day, May 24, 2016 - ' lust Say "No." Financial Products and Strategies to Avoid 2 ;00mn to 3:15mn Speaker: Speaker To Be Determined, Tuesday, May 24, 2016 1 Nowhere to Hide: Detecting and Investigating Fraud 2:00pm to 3:1apm I Speaker: Speaker To Be Determined, Tuesday, May 24 201 .6 - I Tronds in the Muni Market 2:001dm to 3:151pm ( i Speaker; Speaker To Be Determined, Tuesday. May 24, 2016 - A CFO's Last 100 Days 2:00pm to 3:1.51pm Speaker: Speaker To Be Determined, i Reaching for the Sky: Internal Control Over Cloud /Outsourced. Functions Conference Sessions I Goverment Finance Officers Association Page 3 of 3 Tuesday, May 24,'2016 - 1 Speaker: Speaker To Be Determined, 3:35pm to 4:50pm Tuesday May 24, 201-6 . I Analyzing and Issuing Refunding Bonds 3:35pm to 4:50pm Speaker: Speaker To Be Determined, Tuesday. May 24, 2016 - In for the Long Haul: Accounting for Capital Assets 3;35pm to 4:50pm j Speaker. Speaker To Be Determined, Tuesday May 24 2016 A CFO's First 100 Days 3:35pm to 4:50pm i Speaker: Speaker To Be Determined, Wednesday, May 25, 2016 i Accurate and Effective Forecasting • &:30am to 10:10ain Speaker, Speaker To Be Determined, first , previous 1 2 3 next, last , 0 2014 Government Finance Officers Association of the United states and Canada 203 N. LaSalle Street - Suite 2700 ( Chicago, IL 60601 -1210 1 Phone: (312) 977 -9700 - Fax; (31.2) 977-4806 Conference Sessions I Goverranent Finance Officers Association Page 1 of 2 Join OFOA Staff Dimcdory Contact Us EStore About GFOA Products and Services Annual Conference Award Programs Home / Annual Conference / Conference Sessions Topics Select All []Accounting & Financial Reporting []Budgeting & Financial Planning ❑CIP / Economic Development ❑Debt Management ❑Financial Management ❑Pension & Benefit Administration ❑Technology ❑Treasury Management Search Topics M Conference Sessions Conference sessions for the 11.0th GFOA annual conference are listed below. GFOA sessions will feature public - sartor practitioners discussing best practices, lessons learned, or innovative approaches to meeting challenges faced by governments across the United States and Canada. Specific times for each session along with session agendas, speakers, and handcute will ba posted as the information becomes available. All sessions will take place May 22 -25, 2010 at the Metropultan Toronto Convention Centre. Concurcent sessions start on Sunday, May 22 at .LSO PM. Sessions are scheduled all day on Monday, May 23 and Tuesday, May 24. The conference sessions conclude on Wednesday, May 25 at 12 :10 PM. CFOA also offers preconference sessions on Friday, May 20 and Saturday, May 21. Note: The session program listed is tentative and subject to change. For any additional questions, please contact Mike Mucha SORT BY r ante Title 58 SoasionS Reset first - previous 1 2 3 Wednesday, May 25, 2016 ' Something for Everyone: Adjusting to the OMB's "Super Circular" $:30am to 10:10am I Speaker: Speaker To Be Determined, Wednesday, May 25, 2.016 Dealing with Fraud in a High -Tech Age - B Dam to 10,'Wam € Speaker: Speaker To Be Determined, Wednesday, May 26, 2016 j Getting the Right People: How to Recruit and Retain Qualified Financial - S:30am to.10:10am i Staff Speaker: Speaker TO Be Determined, Wednesday, May 25, 2016 Muni Bonds Best Practices - $:30am to SO::LOam Speaker: Speaker To Be Determined, Wednesday May 25 2016 Say It Isn't Sol Financial Reporting Deficiencies and Misunderstandings - 1.0:30am to 72:10pm Speaker: Speaker To Be Determined, Wednesday May 25 2016 1 Current State of Banking Technologies - 10:30mn to 12:.tOpm i Speaker: Speaker To Be Determined, 'Wednesday, May 28, 2016 I Lean Finance: Where are We Now? - 10:30am to 12:10pm 1 Speaker: Speaker To Be Determined, Conference Sessions I Government Finance Officers Association Page 2 of 2 Wednesday, May 25, 20:1.6 Capital 13udgeting for Short -Term Assets 10:30am to 7.2;10pm Speaker: Speaker To Be Determined, first , previous 1 2 3 0 2014 Government Finance Officers Association of the United States and Canada 203 N. LaSalle Street - Suite 2.700 1 Chicago, IL 60601-1.210 1 Phone: (312) 9779700 - Fax: (312) 9774806 18. EMPLOYEE EDUCATION AND TRAINING The City promotes staff development as an essential, ongoing function needed to maintain and improve cost effective quality service to residents. The purposes for staff development are to ensure that employees develop and maintain the knowledge and skills necessary for effective job performance and employees are provided with an opportunity for job enrichment. General Policies A. The City shall encourage training sessions involving employees of the same department or of similar job classifications where necessary to aid in work performance. B. Supervisors shall provide an orientation program for new employees. C. The immediate supervisor shall ensure training is provided for the operation of new equipment as required. D. The City encourages contact with personnel from other municipalities and public agencies in order to learn more efficient job procedures. E. The City encourages the use of in -house talents and skills in training as well as the expertise of local citizens, companies and agencies. F. Training that costs the City money must be approved in advance by the employee's supervisor. G. Upon completion of the training the supervisor may request a certificate of completion or a short summary by the employee. General Guidelines General guidelines for training where the City provides financial support and /or time off work are as follows: Work interference shall be minimal. 2. Training shall not duplicate recent training. 3. Training costs shall be within budgetary limits. 4. Preference shall be given to training that provides the most benefit to the City at the least cost. 5. The department head shall ensure that there is adequate coverage of departmental responsibilities before approving training applications. 6. Training shall relate to an employee's job or health/safety. 7. Efforts shall be made to distribute training equitably within a department. 8. Training shall be structured to provide information that will aid in an employee's growth or maintenance of professional standards. 9. Temporary, seasonal, casual part-time and intermittent employees shall be excluded unless approved by their department head. Safety training shall be provided to all employees. 10. If attendance is required at a seminar, the City will pay tuition/registration fees and hourly wages for all required hours of attendance. Expenses will be paid in accordance with standard practices. This applies to regular full -time and part-time employees. 11. Employees should be aware at all times that they are representing the City while attending any conference, meeting, class or outside training. Employees should conduct themselves as if they were at work. Improper conduct at any City authorized or sponsored event reflects poorly on the City and will be subject to disciplinary action as if it occurred during regular working hours. National and Regional Training To be approved for national or regional training sessions, the employees must meet the following requirements: Be employed as a regular full -time or benefit - earning part-time employee for a minimum of six (6) months with the City. 2. Training must be approved in advance by the City Council. 3. Training sessions will normally not exceed five (5) workdays. 4. Council may require an employee reimburse the City for airfare, hotel, and registration fees for an approved national or regional training event if the employee voluntarily terminates employment within six (6) months of completion of the training. The classes of employees eligible for national training sessions (out of the region) are the City Administrator and Department Heads. Exceptions may be approved by the City Administrator. All management and supervisory staff are eligible for regional training sessions in Wisconsin, Iowa, North Dakota, and South Dakota, assuming general guidelines of this policy are met. On an exception basis, non - supervisory staff may be approved for regional training by the City Administrator. Training Sessions Within Minnesota Professional and technical employees are eligible for training sessions held anywhere within the State of Minnesota assuming general guidelines of this policy are met. All employees are eligible for local training (Monticello, St. Cloud or the Twin Cities metro -area) under the same assumptions. Employees are expected to attend training sessions in the closest proximity to their work or home. Payment or Reimbursement for Training Whenever possible employees should use their City Purchasing Card to pay for approved training and follow applicable procedures for substantiation of payment. If not possible, the City will pre -pay tuition or registration costs directly to the organization sponsoring the training. A copy of the conference or meeting agenda listing registration fees, meals included therein, and official starting and ending dates must be provided to the finance department with prepayment requests. Requests for reimbursement of training costs must include a copy of the conference or meeting agenda listing registration fees; meals included therein, official start and ending dates and proof of payment. Tuition Reimbursement Full -time and part-time benefited employees are eligible for tuition reimbursement for courses taken for credit at an approved post -high school educational institution subject to the following criteria: A. Courses must be directly related to the employee's present position (whether required for a degree program or not); or B. Courses must be directly related to a reasonable promotional opportunity in the same field of work as present position (whether part of a degree program or not). C. Courses must be approved in advance of the first day of class by the Department head and City Administrator in accordance with established procedures and the cost must be included in the approved City budget. The employee education request should cover any adjustment in the work schedule that may be necessary. D. Any costs other than tuition and course materials will not be reimbursed by the City. E. Employees are required to take courses outside of their work schedule whenever possible. All work schedule adjustments must be approved by the supervisor. The City will pay 50% of the cost of tuition and course materials upon successful completion (C grade), 75% reimbursement upon completion with a "B" or "A" grade. Courses taken "pass /fail" will be reimbursed at the same percentage as a C grade (if passed). All reimbursements will be prorated for benefit- earning part-time employees. The maximum reimbursement will be $1500 per year per employee, subject to budget limitations. Employees must reimburse the City if they voluntarily leave employment within twelve (12) months of reimbursement. Memberships and Dues The purpose of memberships to various professional organizations must be directly related to the betterment of the services of the City. Normally one City membership per agency, as determined by the City Administrator is allowed, providing funds are available. Upon separation of employment, when allowed by the professional organization, individual memberships paid for by the City will remain with the City and will be transferred to other employees by the department head. *For additional information regarding training and reimbursement procedures contact the Human Resources Manager or Finance Department. 19. TRAVEL AND REIMBURSEMENT POLICY Purpose The purpose of the travel and reimbursement policy is to establish uniform and consistent guidelines for the reimbursement of money spent on official city business. The guidelines were developed using City practices, State regulations, and State Auditor recommendations. The policy and procedures relative to such travel are contained in the following statement. Travel by City officials and employees to attend a professional or municipal association meeting is beneficial to progressive local government. A person engaged in such travel for the benefit of the City has a responsibility to keep accurate, substantiated records and to submit a request for reimbursement in accordance with this policy. Training Training must be approved in advance by the department head. All out -of -state training must be approved by the City Council. Whenever possible the City will prepay tuition or registration costs directly to the organization sponsoring the training. A copy of the conference or meeting agenda listing registration fees, meals included therein, and official starting and ending dates must be provided to the finance department with prepayment requests. If it is not possible to prepay tuition or registration cost the employee will be reimbursed the cost. Requests for reimbursement of training costs must include a copy of the conference or meeting agenda listing registration fees; meals included therein, official start and ending dates and proof of payment. Travel Mileage will be reimbursed at the current IRS mileage reimbursement rate. Reimbursable mileage will be the lesser of actual miles driven from normal work location to training /meeting/conference location or the actual miles traveled from departure location to destination less the mileage of commute to normal work location. If this results in the employee traveling less miles, the City will not reimburse the employee for mileage. When more than one City employee uses the same personal car for travel, reimbursement shall be based upon the IRS mileage reimbursement rate, payable to the owner of the vehicle. Out -Of -State Travel: All out -of -state travel must be approved by the City Council. A copy of the conference or meeting agenda listing registration fees, meals included therein, and official starting and ending dates must be provided. Airfare or train fare for out -of -state travel in coach or economy class or the lowest available fare shall be the preferred mode of transportation. When authorized, an employee may choose to drive their personal vehicle and will be reimbursed the current mileage rate or the cost of coach or economy class fare, priced at least 14 days in advance of the travel, whichever is less. If the employee travels by some other mode than by air, the additional time required over the time the air would require will be taken as vacation or compensatory time for full and part-time employees. Fire department personnel will not be reimbursed (paid) for extra time required for driving. Reimbursement for vehicular travel (meals, mileage, and lodging) shall not exceed what the total cost of what airline travel would have been. Local transportation such as taxicab and bus fares to and from airport, train station, lodging and conference, seminar or meeting is reimbursable only if circumstances require such travel. Receipts must be submitted for reimbursement. Costs for local transportation not pertaining directly to City business will not be reimbursed. Rental Vehicles: Reimbursement for the costs of renting a vehicle shall be made only when the necessity of such rental is for City purposes. Travel Credits: Whenever public funds are used to pay for travel or vehicle rental by an elected official or City employee, any credits or other benefits issued by the provider must accrue to the benefit of the City of Monticello. Request for reimbursement must include receipts or statements clearly stating dates and cost of travel fares paid and/or cost of the transportation paid. Reimbursement for rental vehicles must include dates of rental, vehicle type and fees paid. Meals The City will reimburse the elected official or City employee up to a maximum allowance of, $12.00 for breakfast, $20.00 for lunch and $25.00 for dinner, including sales tax and gratuities /tips, whichever is less, while on City business. The reimbursement for gratuity /tip should not exceed 15% of the total costs of reimbursable costs. Alcoholic beverages are not eligible for reimbursement. The limits do not apply when meal expense is included in the cost of the training, conference, or seminar. Additionally, the City does not reimburse cost on a per diem basis but for actual cost incurred. Itemized receipts must be submitted to qualify for reimbursement and must clearly state the date, name of the establishment (pre - printed form), itemized list of purchased items, total, and gratuity (if appropriate) of no more than 15 %. Reimbursement request without a receipt or non - itemized credit card receipts will not be reimbursed. Elected officials or employees may occasionally be in the position of having to provide a meal for other persons who have official business with the City. In addition receipts for these meals must include the name of each person attending the meal along with a description of the public purpose/benefit of the meeting. The actual cost of the meals will be reimbursed in these instances however the cost of any alcoholic beverages will not be reimbursed. Lodging Hotel, motel or other authorized accommodations will be reimbursed at actual cost not to exceed the base occupancy rate and should be chosen based on reasonableness of cost and proximity to conference, meeting or training site. Each employee shall be allowed a base room. Unless previously approved by the City Administrator, overnight stays within 60 miles of the City will not be reimbursed. Detail lodging receipts must be submitted for reimbursement. The receipts must include the dates of the stay, nightly room rate and any incidental expenses charged. Only incidental costs related to the room charges will be reimbursed. Lodging costs, unless previously approved by the City Administrator, shall be reimbursable only from the night preceding a conference, seminar, or training through the night immediately following such event. Miscellaneous Expenses Hourly employees may receive overtime pay if the training/seminar /meeting hours including travel to /from exceed normal work hours. The employee's supervisor will approve all overtime prior to registering for the training /seminar /meeting. If the training /seminar /meeting hours including travel to /from are less than the normal work hours employees will use vacation or compensatory time to achieve normal work hours. Employees will be paid eight (8) hours of paid for training/seminar /meeting, which require overnight stays. Telephone expenses incurred will be reimbursed only when their necessity for City purpose is fully accounted for. Reimbursable parking is limited to daily parking at destination business (meeting, conference, training, etc.) site and/or hotel site (when applicable). Valet parking and all other parking are not allowable. Detail receipts including date, times and costs of parking should be provided when requesting reimbursement. Gratuities /tips for service providers may be reimbursed as long as reasonable and serve the public purpose of the trip. Non - Reimbursable Expenses The City shall not pay for any expenses, of which the costs are included in the registration fees. Costs for alcoholic beverages shall not be reimbursed. The City shall pay no expenses for a spouse /guest who accompanies the city official /employee to a conference, seminar, or meeting including the incremental lodging expenses of occupancy rates over base occupancy rates. The City will not reimburse for personal telephone calls, rental of luxury vehicles, or recreational expenses such as golf or tennis unless included as part of the registration fees or previously approved by the City Administrator. Reimbursement Process To apply for reimbursement, an elected official /City employee must complete an "Employee Reimbursement Voucher" form. The completed form with expenditures totaled, detailed original receipts attached, and signed should be submitted to the Department Head, who shall review and approve (by signing) such request. The Department Head shall forward the request to the Finance Department for reimbursement. The Finance Department will review the report and supporting documentation for completeness and accuracy. If complete the reimbursement check will be processed during the next regular accounts payable processing. If the request is not complete or supporting data does not meet policy guidelines, the request will be returned to the employee. Any exceptions to this policy must receive approval from the City Administrator whenever practicable prior to the conference, seminar or training. City Council Agenda: 02/22/2016 2F. Consideration to approve a $50 monthly stipend for non - council members of the Economic Development Authority. (TE) A. REFERENCE AND BACKGROUND: City Council is asked to consider approving a $50 monthly stipend for non - council members of the Economic Development Authority (EDA). At a recent council meeting Councilmember Posusta requested the Personal Committee review the compensation for both the Planning Commission and EDA. The Personnel Committee recently reviewed the compensation for both the Planning Commission and EDA and based on the information provided recommends compensating non - council EDA members $50 per month. The Personnel Committee also reviewed the compensation for Planning Commission members and does not recommend an increase at this time. Al. Budget Impact: The estimated cost is $3000 per year. Funds are available within the EDA budget to support the stipend. ALTERNATIVE ACTIONS 1. Motion to approve a $50 monthly stipend for non - council members of the Economic Development Authority. 2. Motion to deny a $50 monthly stipend for non - council members of the Economic Development Authority. B. STAFF RECOMMENDATION: The Personnel Committee recommends Alternative #1 approving a $50 monthly stipend for non - council members of the EDA. Based on information gathered from other communities and the time commitment of EDA members the Personnel Committee supports the monthly stipend. C. SUPPORTING DATA: • None City Council Agenda: 02/22/16 2G. Consideration to approve Resolution #2016 -009 accepting a contribution for 2016 from Tom Perrault to go to the General Fund (JS) A. REFERENCE AND BACKGROUND: Tom Perrault intends to contribute a total of $3,000 for the year 2016 to go into the General Fund. This is a turnback from the compensation he receives as a member of council. The City expresses their thanks for the donation. 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: None A2. Staff Workload Impact: Staff accounts for and reconciles donations contributed through the City. B. ALTERNATIVE ACTIONS: 1. Approve Resolution 2016 -009 accepting the contributions and authorize use of funds as specified. 2. Do not approve the contributions and return the funds to the donors. C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contributions. D. SUPPORTING DATA: • Resolution #2016 -009 1 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-009 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 Tom Perrault Cash $3000 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 RECIPIENT PURPOSE Tom Perrault City of Monticello General Fund donation ADOPTED BY the City Council of Monticello this 22nd day of February, 2016. ATTEST: Jeff O'Neill, City Administrator CITY OF MONTICELLO Brian Stumpf, Mayor City Council Agenda: 02/22/16 2H. Consideration to approve a Special Event Permit allowing use of 3rd Street parking lot, closure of Walnut Street and related assistance in conjunction with the Rotary "Taste of the Towns" event on September 15th, 2016. Applicant: Monticello Rotary Club (AS /PW) A. REFERENCE AND BACKGROUND: The City Council is asked to consider approval of a special event permit for the Taste of the Towns event, a food and beverage fundraising event organized by the Monticello Rotary Club. The request has three associated considerations: a) Approval for use of City 3rd Street parking lot Lot closure from 7 AM Wednesday, September 14th —10 PM Thursday, September 15th, 2016 b) Approval of closure of Walnut Street Street closure from 4 -9 PM on Thursday, September 15th, 2016 C) Approval of City traffic control equipment and staff assistance This community event is proposed to occur Thursday, September 15, 2016 and is proposed to be located in the 3rd Street parking lot. Event tents will be placed in the 3rd Street parking lot, with event parking to occur on adjacent streets and private parking lots. A site map illustrating the proposed configuration of the event tent is included in supporting data. The event itself will occur from 5:30 PM to 8:30 PM on Thursday the 15th. The Rotary Club is requesting that the parking lot be closed for set -up by volunteers on Wednesday morning. As such, the lot will be fully closed for two days (Wednesday and Thursday) to accommodate the event set -up. The Public Works Department sign trailer will be placed at the parking lot prior to the event to notify users of the closures. Rotary is also requesting the closure of Walnut Street from 4:00 -9:00 PM on Thursday the 15d` as part of the request. Event coordinators will also be asking for permission for temporary parking in adjacent private lots. Letters of agreement will be requested for reference. Event organizers will also be asked to notify surrounding property owners of the event and closures. During the event, volunteers will be directing traffic for parking into the signed designated areas. As part of lot use, the group will need City assistance for providing barricades, cones, trash receptacles and picnic tables. The Public Works Department has indicated that if approved by Council, they are able to provide tables, cones and barricades for parking areas on Wednesday during business hours. The group has indicated in their narrative that they will also provide on -site waste containers and will provide full site clean -up. As in past years, Rotary is proposing to set up large rental tents for the event. To secure the tents, metals stakes will be fastened into the parking lot pavement surface. Rotary is again asked to patch and repair at the stake locations to the satisfaction of the Public City Council Agenda: 02/22/16 Works Department. Public Works has indicated that they will work with Rotary regarding power supply for the event. The Wright County Sheriff's Office has reviewed the permit application and has indicated no issues with the proposed permit; they will monitor with existing on -duty staff. However, the event organizers have in the past hired an off -duty deputy to assist with security. The Monticello Rotary Club has provided proof of insurance to cover the event and its activities with the City named as second insured. The liquor permit application will be a separate review. The Taste of the Towns was developed by Rotary as a fundraiser benefitting local community service projects. All patrons taking part in this event must be age 21 or older and identification will be checked at the entrance door. The group anticipates selling up to 1000 tickets for the Monticello Taste event. Al. Budget Impact: None. A2. Staff Workload Impact: Rotary is requesting coordination of street and parking lot closure. Rotary is also requesting City assistance for delivery and pick -up of barricades, cones, trash receptacles and picnic tables. These will be delivered to the site and picked up during regular staff hours. The Street Superintendent will also prepare a site plan for barricade and cone placement to aid volunteer set -up. Total staff involvement will require approximately 32 hours of time on the part of the Street and Parks Departments. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Special Event Permit for Taste of the Towns allowing temporary use and closure of the 3rd Street parking lot for set -up beginning at 7 AM on Wednesday, September 14th through 10 PM on Thursday, September 15th, 2016, and closure of Walnut Street on Thursday, September 15th, 2016 from 4 -9 PM. This approval includes the use of City resources and services as described in the staff report of February 22r'd, contingent on: a. Continued site plan coordination with the Street Superintendent, including parking lot closure and signage. b. Coordination of tent placement with Streets Department. C. Verification of parking agreements with surrounding property owners. d. Notification regarding the event to surrounding property owners within a 2 block area west of TH 25. e. Notification and event coordination with Wright County Sheriff's Office. f. Application as required for any alcohol /liquor permits. 2 City Council Agenda: 02/22/16 2. Motion to deny Special Event Permit. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 above. D. SUPPORTING DATA: Application Narrative Monticello Rotary Club Taste of the Towns Site Plan Certificate of Insurance February 17, 2016 Monticello City Council 505 Walnut Street Monticello, MN 55362 Members of the Monticello City Council, Rotary Club of Monticello The Rotary Club of Monticello would like to request a special events permit for the Taste of the Towns event on Thursday, September 15, 2016 from 5:30- 8:30pm. The Taste of the Towns event is a fun food and beverage experience where patrons enjoy sampling various food and beverages. Last year over 600 people participated. A maximum of 1000 tickets will be sold at $30 per person. Tickets are sold to persons 21 years of age and older. The event has been very successful the past six years and we are looking forward to another great community get together. All proceeds benefit local community service projects such as: Literacy Dictionary Donations to all 3rd grade students, Natural Playground at Bertram Chain of Lakes, Teen Accident Avoidance Driving Course, STRIVE High School Student Mentoring, Student of the Month programs, Arion Music Awards, MHS Scholarships (3 for $750 each), Camp Enterprise for High School Students, Monticello High School All -Night Graduation Party, Food Shelf, Meals on Wheels, Toys for Tots and much more. We are asking the City to allow Taste of the Towns to take place in the City parking lot at 125 3rd Street (corner of 3rd and Walnut). We'd also like to request: • Barricade for lot with notice of closure Wed. Sept. 14, 7am - Thursday, Sept. 15th, 10pm. We would need cars off the lot on Wed., Sept. 14th by 7am to allow for tent set -up. The tent will be taken down Friday morning. • 10 picnic tables and 8 garbage barrels. (Additional containers will be provided by Advanced Disposal & JME, with JME handling disposal.) • Barricades and cones for lot • Street closure of Walnut Street on Thursday, Sept. 15th from 4 -9pm Everything will be held under large tents. Our hope is to attract 40 vendors (20 food and 20 beverage). The spaces for each vendor are 10'x 8' and the beverage and food vendors will be staggered throughout the space. All food and beverage will stay under the tent and not leave the premises. We will be contacting surrounding businesses for their permission to use their lots for parking. At the end of the event we will restore the property to its former condition. Thank you for taking time to consider this special event for the Monticello community. Sincerely, L-01461 , I t Michele Hertwig Rotary Club of Monticello PO Box 161, Monticello MN 55362 Subject Area , b,,,,,,,,6,,,,,, .iarh- taafiaet + Water Hydrants —IT sate area Water Flumes RWeseWakr wR-.s' DO _ Maim Ma140EII0 Water Lateral .�.,.mnacu..m.....r Lmas Mmaatbn Mee T CtlyB msry —w ACORN'°' CERTIFICATE OF LIABILITY INSURANCE DATE (M&VDIN"I ) 7/1/2 16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CE TIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFF ED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING 1 URER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. ff SUBROGATt N IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate d not confer rights to the certificate holder In Ileu of such endorsement(s). PRODucER LOCKTON COMPANMS Lockton Com anies 500 West Monroe, Suite 3400 PKOKE 1 -800- 921 -3172 1- 312 - 681 -6769 CHICAGO II. 60661 E.MaI Rotary@lockton.com (312) 669 -6900 INSURER A : All Active US Rotary Clubs & Districts 1379367 Attn: Risk Management Department 1560 Sherman Ave. Bvanston, IL 60201 -3698 ceVFRerFS unTlWO I c =0TII=1ceT =1►II IURFIQ• OCInO M M1 MkMCD. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED AB O INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WI CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SU EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. FOR THE POLICY PERIOD RESPECT TO WHICH THIS ECT TO ALL THE TERMS, INSR TYPE OF INSURANCE ACCORDANCE WITH THE POLICY PROVISIONS. POLICY NUMBER POLIC"POUCY D 9/15/2016 LIMITS A X COMMERCIAL GENERAL LlABILnY CLAIMS -MADE [j ]OCCUR X Liquor Liability Included GEML AGGREGATE LIMIT APPLIES PER: POLICY JEC LOC OTHER: L 1 PNQ x}23861355 007 7/1/20 DAMAGE TO PREMISES Ea oco D ante $ 500,000 MED EXP (Any one Asmoni PERSONAL a ADV ! IJURY $2,000,000 GENERAL AGGRE WE $ PRODUCTS - COM OP AGO S $ A AUTOMOBILE LIABILITY AW AUTO ALL AUTOS OWNED AUTOS SCHEDULED X HIRED AUTOS X A� � PMT G23861355 007 7/1/2015 7/1/2016 (Ea accldeM S BODILY INJURY (Pq person) $ BODILY INJURY acWent S PROPERTY DAMA $ XXXXXXX $XXXXXXX UMBRELLA LIAB EXCESS LIAR OCCUR CLAIMS -MADE NOT APPLICABLE EACH OCCURREN $ XXxXXXX AGGREGATE $ DED RETENTION S $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICEPJMEM13ER EXCLUDED? (Mandatory In NH) if es, desalbe antler IPTI N F N/A NOT APPLICABLE STATUTE ER E.L. EACH ACCEDE $ E.L. DISEASE - EA O $ XXXXXXX EL. DISEASE - P CY LIMIT I $ XXICKXXX DESCRIPTION OF OPERATIONS I LOCATIONS /VEHICLES (ACORD 101. Additional Remarks Schedule. mov be attschsd Ir mere sows Is resumed) The Certificate Holder is included as Additional Insured where required by written and signed contract or permit and conditions of the General Liability policy, but only to the extent bodily injury or property damage is caused by the acts or omissions of the insured. subject to the terms in whole or in part CFRTIFICOTF IdnLnFR CONCFI 1 STIn111 City of Monticello 505 Walnut Street Suite 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES THE EXPIRATION DATE THEREOF, NOTICE BE CANCELLED BEFORE MLL BE DELIVERED IN Monticello, MN 55362 ACCORDANCE WITH THE POLICY PROVISIONS. RE:Taste of the Town -all locations in Monticello, MN 55362 9/15/2016 AUTHORIZED REP -..r- - _ „_. --� . , e L 1 V =W-24714 ACORD WKPOKI LTIOR. All rlgntS reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD City Council Agenda: 02/22/16 2I. Consideration to adopt Resolution #2016 -012 calling for a public hearing to issue revenue bonds by the City of St. Cloud on behalf of Centracare Health System (WO) A. REFERENCE AND BACKGROUND: The St. Benedict's Senior Community, here in Monticello and operated by CentraCare Health System, a Minnesota nonprofit, was originally financed as part of a revenue bond issued by the City of St. Cloud. As a nonprofit, they can issue debt using a government entity's tax exempt status, in which they have facilities located. Since CentraCare Health System has locations in St. Cloud, Monticello and other communities, they issued debt using St. Cloud's tax exempt status. CentraCare Health System is now trying to refinance their debt again using the City of St. Cloud as the debt issuer. Since part of the bonds financed St. Benedict's Senior Community in Monticello, the City of Monticello is required by federal tax law to hold a public hearing and approve the sale of debt. Therefore, the attached resolution calls for the required public hearing to be held at the Council meeting on March 28, 2016. This action has no effect on the City of Monticello or commits the City to any future debt obligations or expenses. Al. Budget Impact: This action has no financial impact on the City. A2. Staff Workload Impact: This action has no staff impact now or in the future. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution #2016 -012 calling for a public hearing on March 28, 2016 to consider issuance of bonds by the City of St. Cloud on behalf of CentraCare Health. 2. Deny the resolution calling for a public hearing. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: Resolution #2016 -012 - Notice of public hearing to be published in the newspaper by CentraCare Health System 4814 - 3834- 7550FalseI False CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-012 CALLING FOR A PUBLIC HEARING ON AN ISSUE OF REVENUE BONDS BY THE CITY OF ST. CLOUD ON BEHALF OF CENTRACARE HEALTH SYSTEM BE IT RESOLVED by the City Council of the City of Monticello, Minnesota (the "City "), as follows: 1. CentraCare Health System, a Minnesota nonprofit corporation, on behalf of itself and its nonprofit affiliates (the "Corporation "), has advised this Council of its desire to refinance all or a portion of the Health Care Revenue Bonds, Series 2010A (CentraCare Health System) (the "Refunded Bonds "), which Refunded Bonds were issued by the City of St. Cloud, Minnesota (the "Issuer ") on behalf of the Corporation to refinance all or a portion of the Health Care Revenue Bonds (The Saint Cloud Hospital Obligated Group), Series 2000 -A, the proceeds of which were used to finance and refinance certain facilities of the Corporation, including but not limited to St. Benedict's Senior Community — Monticello, located at 1301 and 1305 Seventh Street in the City, all with the proceeds of revenue bonds (the "Bonds ") issued by the Issuer under the authority of Minnesota Statutes, Chapter 462C and Sections 469.152 through 469.165. 2. Since a portion of the facilities proposed to be refinanced by the Bonds are located in the City, Section 147(f) of the Internal Revenue Code of 1986, as amended, and regulations promulgated thereunder, require that prior to the issuance of the Bonds, this Council approve the issuance of the Bonds by the Issuer, after conducting a public hearing thereon. A public hearing on the proposal that the Issuer issue the Bonds is hereby called and shall be held on March 28, 2016, at 6:30 o'clock P.M., at City Hall. 3. The City Administrator shall cause notice of the public hearing, in substantially the form attached hereto as Exhibit A, to be published in a newspaper of general circulation in the City, once not fewer than 14 days prior to the date fixed for the public hearing. Adopted by the City Council of the City of Monticello on this 22nd day of February, 2016. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST Jeff O'Neill, City Administrator iwall-.101m, CITY OF MONTICELLO 505 WALNUT AVE., SUITE ONE MONTICELLO, MINNESOTA NOTICE OF PUBLIC HEARING ON THE ISSUANCE OF REVENUE BONDS BY THE CITY OF ST. CLOUD UNDER MINNESOTA STATUTES, CHAPTER 462C AND SECTIONS 469.152 TO 469.165, ON BEHALF OF CENTRACARE HEALTH SYSTEM NOTICE IS HEREBY GIVEN that a public hearing shall be conducted by the City Council of the City of Monticello, Minnesota (the "City "), at the City offices, 505 Walnut Ave., Suite One, on March 28, 2016, at 6:30 p.m., on a proposal that the City of St. Cloud, Minnesota (the "Issuer ") issue revenue bonds (the "Bonds ") on behalf of CentraCare Health System, a Minnesota nonprofit corporation and its nonprofit affiliates (the "Corporation "), in one or more series, pursuant to Minnesota Statutes, Chapter 462C and Sections 469.152 to 469.165, in an amount not to exceed $ , for the purpose of, among others, refunding a portion of the Issuer's Health Care Revenue Bonds, Series 2010A (CentraCare Health System), issued on behalf of the Corporation (the "Refunded Bonds "). A portion of the proceeds of the Refunded Bonds were used to refinance the Issuer's Health Care Revenue Bonds (The Saint Cloud Hospital Obligated Group), Series 2000 -A, the proceeds of which were used in part to finance the acquisition, construction and equipping of St. Benedict's Senior Community — Monticello, located at 1301 and 1305 Seventh Street in the City (the "Facilities "). The Facilities are operated by The Saint Cloud Hospital, an affiliate of the Corporation. The Bonds will not be issued by the City of Monticello. All persons interested may appear and be heard at the time and place set forth above, or may submit written comments with the Administrator prior to the date of the hearing set forth above. Dated: February 22, 2016. s/ Jeff O'Neill City Administrator City of Monticello Council Meeting - 02/22/2016 2J. Consideration to approve the purchase a boarding river dock to replace the old fishing pier at Ellison Park. (TP) A. REFERENCE AND BACKGROUND: Council is asked to consider installing a boarding river dock to replace the old fishing pier at Ellison Park. The proposed Ellison Park improvement project involves the removal of old the 40' fishing pier and installation of a new 6' wide by 54' long boarding dock. The existing fishing pier was designed for a lake application and we have struggled each year with maintaining the pier on the river as it takes staff time to adjust the spud poles daily during the summer months. The pier is also in need of new floats and repairs. Once the repairs have been made staff will relocate pier out to the Bertram Chain of Lakes Regional Park. The new boarding dock is designed for river applications using a roller guide for spud poles and has been used successfully by the City of Hudson for 15 years. As opposed to the current fishing pier, the boarding dock is specifically designed to allow river users a safe transfer from dock to water vessel. The boarding dock will be purchased from Minncor Industries which is a Minnesota Department of Corrections industry program and is part of the State Contract Purchasing Policy. Al. Budget Impact: This is a budgeted item. Minncor Industries is part of the State Contract Purchasing Policy. The cost to purchase the boarding dock is $8,246, including delivery. Funds to complete the purchase will come out of the 2016 Park and Pathway Fund. A2. Staff Workload Impact: Staff time will be used to repair the old fishing pier as time permits and place it at the Bertram Chain of Lakes Regional Park. The construction time for the new boarding dock is approximately 12 -14 weeks. Staff will then schedule time with Minncor for unloading and placement of the dock. B. ALTERNATIVE ACTIONS: 1. Motion to authorize purchasing the boarding dock from Minncor Industries at the state contract price of $8,246 for construction and delivery. 2. Motion to deny purchase of the boarding dock at this time. C. STAFF RECOMMENDATION: City staff and the Monticello Parks Commission recommend replacement of the old fishing pier at Ellison Park with the new boarding dock which is specifically designed for river use. The old fishing pier will be refurbished and placed at the Bertram Chain of Lakes Regional Park. With the amount of river use Ellison Park sees from boating, canoeing and guided fishing tours this expenditure would improve public safety at the landing by having a solid transfer point. We have had countless reports of people trying to squeeze through the rails of the current fishing pier and getting hurt while trying to access water vessels. 4. SUPPORTING DATA: Council Meeting - 0711312009 Copy of Minncor Proposal. Photo of old fishing pier. Photo of river boarding dock, float protector and roller guide. MINNCOR Industries 1450 Energy Park Drive Suite 110 Saint Paul. MN 55108 Main ...........: 651.361.7500 Toll Free .... : 800.MINNCOR Fax .............: 651.603.0119 E -mail ........: customer - service @minncor.com Bill To: City of Monticello 505 Walnut St. Monticello, MN 55362 Line# Item number Item Name Quotation Number ............................: SQ- 013657 -3 f Quotation Date .................: 1/26/2016 Page .. ..............................: 1 of 1 Customer PO Number .....: Your Contact. ................... Sales Responsible...........: Jessica Berg Quotation Expiration Date: 2/25/2016 Terms . ..............................: NET 30 Deliver To: City of Monticello Ellison Park 811 River Street Tom Pawelk 763 - 271 -3276 Monticello, MN 55362 Quantity Unit Unit price Req Ship Date Amount 1 Boarding DockKitted Boarding Docks Kit / 54 1.00 EA 7,250.0000 1/26/2016 7,250.00 ft Length Boarding Dock Dept: 10 CC: 10 StraightOut 54ft 6ft 2 DockSpudPole Boarding Dock Spud 4.00 EA 174.0000 1/26/2016 696.00 Pole / Spud Pole 14 foot Dept: 10 CC: 10 Length 14ft Galvanized 3 CustomerpockorSite Customer Dock or Site 1.00 EA Delivery Dept: 10 CC: Product will be delivered to the customer specified receiving area or loading dock. Product will remain in factory packaging. Sales balance Sales tax 8,246.00 0.00 300.0000 1/26/2016 300.00 Total 8,246.00 OUTDOOR RECREATION Boarding Docks Our Boarding Docks are the ideal launching point for a day of fun Y' on the lake with easy, safe access to the water. The Boarding Dock is a modular construction available in lengths from 34 to 90 feet and a standard width of six feet. It features: • All steel parts are hot -dip galvanized for long wear • Built tough for years of wear • All systems meet the Minnesota Department of Natural Resources specifications • Complete systems are shipped on one truck • Flotation material is encased in plastic which helps to eliminate pollution of the waterways from flotation material • Deck boards are treated pine • Boat cleats to secure the boat mooring lines and rubber dock bumpers = to protect the boats' finish are included with every dock MINNCOR IMCD LF__ Mr • • ;Z; i n d u s t r i e s Boarding Docks Pricing 44'L- Shaped Dock 1078123400 Dimensions (feet) 34' 10' Description Item Number Width Len h Len h Price # of Spud Poles 38'T Custom Dock 1078132200 6' 38' T or L $9,250.00 4 Required ( * *) 34' Boarding Dock 1078116300 6' 34' N/A $5,000.00 4 40' Boarding Dock 1078116900 6' 40' N/A $5,500.00 4 44' Boarding Dock 1078117100 6' 44' N/A $6,000.00 4 50' Boarding Dock 1078117200 6' 50' N/A $6,750.00 4 54' Boarding Dock 1078117400 6' 54' N/A $7,250.00 4 60' Boarding Dock 1078118000 6' 60' N/A $8,250.00 6 64' Boarding Dock 1078118200 6' 64' N/A $8,750.00 6 64'Boarding Dock 1078120200 8' 64' N/A $11,000.00 6 74' Boarding Dock 1078137900 6' 74' N/A $10,000.00 8 84'Boarding Dock 1078138000 6' 84' N/A $11,000.00 8 90'Baording Dock 1078123000 6' 90' N/A $12,000.00 10 44'L- Shaped Dock 1078123400 6' 34' 10' $8,750.00 5 20'T-Shaped Dock 1078122200 6' 16' 30' $8,500.00 4 38'T Custom Dock 1078132200 6' 38' 20' X 8'W $9,250.00 4 30'T-Shaped Dock 1078119500 6' 30' 30' $9,750.00 4 *Please note: MINNCOR does not install Boarding Docks. Description Item Number Price Spud Pole 6' 1048115200 $75.00 Spud Pole 8' 1048115300 $95.00 Spud Pole 10'6" 1048115400 $105.00 Spud Pole 12' 1048118300 $157.00 Spud Pole 14' 1048118400 $174.00 Spud Pole 16' 1048131900 $180.00 Spud Pole 21' 1048132000 $195.00 Spud Pole Puller 1078100100 $1,950.00 * *Please note: Spud Poles and Spud Pole Puller must be purchased separately. Contract Release and Contract Number: P- 720(5) 436803 Piers and Docks * *Prices do not include shipping or handling charges or applicable sales tax. * *Prices effective August 2009. ALE MUST BE ORDERED SEPARATELY Contact Information: Please call 651- 361 -7500 for questions regarding MINNCOR products, or to place an order with a MINNCOR Representative. Central Office 800.MINNCOR (646.6267) �1450 Energy Park Drive, Suite 110 www.minnconcom 651.361.7500 St. Paul, MN 55108 -5219 i 12 d 12 S f r 1 e N Customer- service @minncor.com City Council Agenda — 2/22/16 2K. Consideration to adopt Resolution No. 2016 -011 to abnrove an amendment to Conditional Use Permit in the R -A (Residential Amenities) Zoning District for wireless telecomm service antennae as per Chapter 4.13(G) Telecommunication Towers and Antennas of the Monticello Zoning Ordinance. Applicant: Richter, Kristine /Black & Veatch (NAC) Property: Legal: Outlot A, Spirit Hills Address: 6111 Wildwood Way The site is a wooded outlot near the crest of the "Monti Club Hill ", and is occupied by two telecommunications towers, accessed from the Wildwood subdivision. Planning Case Number: 2016 -006 A. REFERENCE & BACKGROUND Request(s): Conditional Use Permit to replace wireless communication equipment on an existing tower (applicants are upgrading their own existing equipment). Deadline for Decision: March 13th, 2016 Land Use Designation: Places to Live Zoning Designation: R -A (Residential Amenities District) The purpose of the "R -A" residence district is to provide move up housing in the form of low density, single family, detached residential dwelling units and directly related complementary uses in areas of high natural residential amenities including such conditions as woodlands, wetlands, and significant views. The proposed use is a conditional use in the district. Current Site Use: The site is currently occupied by two telecommunication towers, one of which (a self - supporting tower on the south) contains various telecommunications equipment, including that of the current applicant, and another, taller tower array City Council Agenda — 2/22/16 (north tower) which also includes a large area occupied by guy wires. Surrounding Land Uses: North: Public uses, including park and water tower East: Single Family Residential South: Single Family Residential West: Public uses, primarily open space Project Description: The applicant proposes to replace its existing antenna arrays and ground equipment with newer technology. The ground equipment will be located within the existing enclosure. The applicant has indicated that they are still waiting for a structural engineer's review. The three existing antenna arrays will be replaced by three new arrays of slightly larger dimensions, including four antenna panels on each bracket structure, rather than the current three. Ordinance Requirements: The zoning ordinance encourages co- location of antenna equipment on existing towers or other structures. Chapter 4, Section 13 of the Zoning Ordinance provides for regulation of Telecommunication Towers & Antenna. Per ordinance, a Conditional Use Permit is required for the new antenna equipment as it represents an expansion over the current condition. ANALYSIS As noted, the ordinance is written to encourage co- location of antenna arrays on existing structures. The replacement of the proposed equipment will facilitate that objective in this case, by increasing capacity in the area served by this tower, potentially limiting the need for future tower construction. Common Conditional Use application materials include the following: Parking. There is no specific parking requirement. Landscaping. The enclosure is not being altered as a part of this work. 2 City Council Agenda — 2/22/16 Lighting. No additional lighting is proposed. Signage. No signage is proposed. Building Design. The equipment is required to match existing buildings, however, no additional construction is proposed. Access and Circulation. The property gets its access from Wildwood Way, within the Wildwood subdivision. An existing easement is in place for this access. No additional traffic or improvements are anticipated resulting from this application. Grading and Drainage. No changes to grade or drainage are proposed. Utilities. No city utilities are impacted by this work. Conditional Use Permit Requirements The zoning ordinance requires a Conditional Use Permit for co- location of antenna equipment on existing structures. The applicants have submitted the required information and appear to be in compliance with each of the required regulations of the code. The applicant has submitted with their narrative a description of the proposed project in relationship to the ordinance's criteria for conditional use permit. As noted, the changes are slight; the applicant seeks to replace old equipment with new equipment near the top of the towner. The existing antenna arrays are approximately 15 feet in width and extend about 4 feet out from the tower (the submitted plans do not include dimensioned details). The proposed replacement arrays are approximately 20 feet in width and extend out about 6 feet from the tower. As noted previously, each of the three bracketed structures will have four, rather than the current three, antenna panels. The height of the existing tower (370 feet) will remain the same, and the antenna arrays will be replaced at the same height (nearly 350 feet above ground level). The fact that the proposed antenna changes are near the top of the tall structure results in an expectation that the visual impact will be minimal. As with all telecommunications equipment of this type, the City is required to make reasonable accommodations to allow the use, based on technology and service needs of the operator and the public. Moreover, the City must accommodate minor expansions of this equipment when the impact is not substantial, and there is no expectation of impacts 3 City Council Agenda — 2/22/16 on public health, safety, and welfare. The proposed expansion appears to be consistent with these requirements. Planning Commission Recommendation The Planning Commission held a public hearing to consider action on this CUP amendment on February 2"d, 2016. There was nobody present from the general public to speak to the proposal. After limited discussion, the Commission closed the hearing and voted unanimously 3 -0 to recommend approval as presented. B. ALTERNATIVE ACTIONS The Planning Commission recommends alternative 1 below. 1. Motion to approve Resolution No. 2016 -011 approving the Conditional Use Permit pending the structural engineer's review and approval. 2. Motion to deny Resolution No. 2016 -011 for the Conditional Use Permit, based on findings to be made by the City Council. 3. Motion of other. C. STAFF RECOMMNDATION Staff recommends Alternative 1 above, approval of the Conditional Use Permit pending the structural engineer's review and approval, based on the application materials provided, and with findings that the proposal meets the requirements of the ordinance, and that the proposal is replacing existing equipment with no visual or other impacts on surrounding property. As noted above, the Planning Commission also recommended approval. D. SUPPORTING DATA • Resolution No. 2016 -011 • Resolution PC- 2016 -004 • Applicant Narrative • Frequency /Interference Information • Decommissioning Information • Application Plan Packet, including: 4 City Council Agenda — 2/22/16 • Title Sheet • Compound Plan • Shelter Plan • Site Work and Drainage Note • Tower Elevations • Antenna Configurations • Antenna & RRH Requirements • Tower Equipment Notes • Tower Section Notes • Antenna Grounding Plan • Grounding Details • Electrical Section Notes • Legend and Abbreviations • General Notes 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-011 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A CONDITIONAL USE PERMIT FOR AN EXPANSION OF AN EXISTING WIRELESS ANTENNA SERVICE ON THE FOLLOWING PARCEL: OUTLOT A, SPIRIT HILLS ADDITION WHEREAS, Black and Veatch, applicants on behalf of AT &T Wireless, have submitted an application for approval of a Conditional Use Permit to expand an existing wireless service antenna facility; and WHEREAS, the property in question is guided for residential uses under the "Places to Live" category in the Monticello Comprehensive Plan; and WHEREAS, the property in question will be zoned R -A, Residential - Amenities District according to the official Monticello zoning map and ordinance; and WHEREAS, the proposed project is consistent with the requirements of the zoning ordinance for the intended use; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan and Zoning Ordinance encouraging co- location of such facilities on existing antenna support structures; and WHEREAS, the Planning Commission held a public hearing on February 2, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The property is guided for residential uses, consistent with the proposed use and zoning. 2. The use meets the performance requirements for wireless services antenna arrays as identified by the Planning Commission's findings. 3. The proposed facility will have no significant impact on the visual impact or public services requirements of the surrounding area. 4. The proposed facility is consistent with the City's policy of promoting co- location of such facilities on existing structures. 5. The use will not overburden the City's street or utility services. 6. The use will not create undue levels of traffic or other negative impacts. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Conditional Use Permit for an expansion of an existing wireless services antenna facility as recommended by the Planning Commission, subject to compliance with related codes and regulations for such use. ADOPTED this 22nd day of February, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -004 RECOMMENDING APPROVAL OF A COND]lTIONAL USE PERMIT AMENDMENT RELATING TO ALLOW THE REPLACEMENT OF EXISTING TELECOMMUNICATIONS ATTENNA EQUIPMENT ON AN EXISTING TOWER WHEREAS, the applicant has an existing wireless services antenna array on an existing tower at 6111 Wildwood Way, legally described as Outlot A, Spirit Hills; and WHEREAS, the subject property is zoned R -A, Residential Amenities District, in which co- location of wireless communications antennae are allowed by Conditional Use Permit; and WHEREAS, the applicant proposes to amend the existing CUP to replace the current antenna arrays with new equipment at the same location on the tower; and WHEREAS, the proposed replacement equipment will be slightly larger than the existing equipment; and WHEREAS, the height of the equipment above grade will minimize any potential visual impact of the replacement equipment; and WHEREAS, no other changes are proposed to the site that would impact land uses in the area; and WHEREAS, the proposed development amendment is consistent with the general intent of the communications requirements of the zoning ordinance; and WHEREAS, the Planning Commission held a public hearing to consider the matter at its regular meeting on February 2"a, 2016 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed amendment is consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed amendment will meet the requirements of the Monticello Zoning Ordinance. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -004 3. The proposed amendment will not create undue burdens on public systems, including streets and utilities. 4. The proposed amendment will not create substantial impacts, visual or otherwise, on neighboring land uses. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota that the proposed Conditional Use Permit amendment is hereby recommended for approval. ADOPTED this 2nd day of February, 2016, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION L-02 ATTEST: Angela Sclj iViin,1Community Development Director 2 Monticello 1900 Narrative Monticello 1900 MRUMW013973 3511A03GN7 MONTICELLO 1900 LTE 3C /4C 10081753 MNL01136 AT &T is proposing to swap and /or replacing antennas, and associated equipment (such as RRHs), and that there will be no increase to the height of the tower, or to the size of the compound. Monticello 1900 MRUMW013973 3511A03GN7 MONTICELLO 1900 LTE 3C /4C 10081753 MNL01136 Conditional Use Permit Approval Criteria Approval of a Conditional Use Permit application requires that the City find that conditions can be established to ensure that the following criteria will be met: 1. The conditional use will not substantially diminish or impair property values within the immediate vicinity of the subject property; RESPONSE: The applicant assures the maintenance upgrades of the existing tower will not substantially diminish or impair property values within the immediate vicinity of the subject property; 2. The conditional use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use; RESPONSE: The applicant assures the maintenance upgrade of the existing tower will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use; 3. The conditional use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area; RESPONSE: The applicant assures the maintenance upgrade of the existing tower will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area; 4. The conditional use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided; RESPONSE: The applicant assures the maintenance upgrade of the existing tower will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided; 5. The conditional use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with City code requirements; RESPONSE: The applicant assures the maintenance upgrade of the existing tower will provide adequate parking and loading spaces, and all storage on the site does conform to the City Code 6. The conditional use will not result in any nuisance including but not limited to odor, noise, or sight pollution; RESPONSE: The applicant assures the maintenance upgrade of the existing tower will not result in any nuisance including but not limited to odor, noise, or sight pollution; 7. The conditional use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled; The applicant assures the maintenance upgrade of the existing tower will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled; 8. The conditional use will adhere to any applicable additional criteria outlined in Chapter 5 of the Monticello Zoning Ordinance for the proposed use. The applicant assures the maintenance upgrade of the existing tower will adhere to any applicable additional criteria outlined in Chapter 5 of the Monticello Zoning Ordinance for the proposed use. BLACK&VEATCH Building a world of difference- January 12, 2016 City of Monticello Attention Angela Schumann Community Development Director 505 Walnut Street, Suite 1 Monticello MN 55362 VIA — Hand Delivered on 111512016 RE: Request for Minor Modification to Existing Wireless Facility - Section 6409/47 CFR § 1.40001 ( "6409 ") Site Address: 6111 Wildwood BLVD Prior Case No.: Requested a copy of original CUP via Kerry Burri on 1/6/2015 AT &T Project No.:_ PACE MRUMW013973 FA 10081753 Site ID MNLO1136 Dear Ms Angela Schumann: On behalf of New Cingular Wireless PCS, LLC ( "AT &T ") we are pleased to submit this request t, [modify AT &T's existing wireless communication site / collocate at the location referenced above, as an Eligible Facilities Request r for a minor modification under Section 6409. A copy of the Federal Communication Commission's new 6409 rule is enclosed for your information. Scope of Work AT &T proposes the following minor modifications to this site. (Please note: all work will be performed wholly within the existing premises and utility- easements; this site is free of any concealment features; and the project otherwise complies with the site's original conditions of approval.) This is a Self Support Structure Component Federal Section 6409 Limits AT&T's Proposed Modification Increase height of tower 20 feet or less No increase in height Antennas extending horizontally from edge of tower 20 feet or less Antennas extend _6_ feet horizontally from edge of tower Additional equipment cabinets 4 or fewer _0_ additional equipment cabinets Sec 6409 Application Filing January 12, 2016 Page 2 FCC Shot Clock for Section 6409 Minor Modifications Based on a filing date of 1/15/2016, the projected FCC deadline for a decision is 3/16/2015 Our goal is to work with you to obtain approval of this minor modification earlier than the deadline. We will respond promptly to any requests for information you may have for our application. Please let us know how we can work with you to expedite the approval process. We look forward to working with you on this important project, which will significantly improve wireless telecommunication services in your community without requiring an additional site. Should you have any questions or require additional information, please do not hesitate to contact me. Sincerely, Kristine M Richter 4 Kristine Richter I Wireless Regulatory and Land Specialist I Telecommunications Black & Veatch 1 7760 France Avenue South Suite 920, Bloomington, Minnesota 5.5435 Office: 952- 896 -0816 1 richterk @BV.com Cell: 763 -744 -7 145 Building a World of Difference.@ Enclosures: Submitted to City Hall 1/4/2015 Plans and drawings, CUP Application all other requirements listed Submitted to City Hall 1/15/20015 FCC Rule for Section 6409 Applications (47 CFR § 1.40001); Certificate of Insurance Building permit application Y L Signed revised CUP Application as requested Original Lease agreement linking to legal description of the property w/ Property Tax including the Property ID Radio Frequency per. AT &T RF Engineer cc: Dan Dushinske y141CA7'I 44 , s �Q. Federal C®[�1imunicat ➢ons Comm, assQnu� 445 121h St.' &W. VryashMgto , D.C. 10556 News Media Information 202 / 418 -0500 Internet: http: / /Www.fcc.gov TTY: 1- 888 -835 -5322 W1RELFSS TELECOM MUN1CATEONS BUREAU OFFERS GUIDANCE ON INTERPRETATION OF SECTION 6409(a) OF THE PvIEDD LIE CLASS TAX RELIEF AND JOB CREATION ACS' OF 2012 DA 12 -2047 January 25, 2013 On February 22, 2012, the Middle Class Tax Relief and Job Creation Act of 2012 (Tax Act)' became law. Section 6409(a) of the Tax Act provides that a state or local government "may not deny, and shall approve" any request for collocation, removal, or replacement of transmission equipment on an existing wireless tower or base station, provided this action does not substantially change the physical dimensions of the tower or base station.2 The full text of Section 6409(a) is reproduced in the Appendix to this Public Notice. To date,-.the Commission has not received any formal petition to interpret or apply the provisions of Section 6409(a). We also are unaware of any judicial precedent interpreting or applying its terms. The Wireless Telecommunications Bureau has, however, received informal inquiries from service providers, facilities owners, and state and local governments seeking guidance as to how Section 6409(a) should be applied. In order to assist interested parties, this Public Notice summarizes the Bureau's understanding of Section 6409(a) in response to several of the most frequently asked questions.' What does it mean to "substantially change the physical dimensions" of a tower or base station? Section 6409(a) does not define what constitutes a "substantial[] change" in the dimensions of a tower or base station. Ina similar context, under the Nationwide Collocation Agreement with the Advisory Council on Historic Preservation and the National Conference of State Historic Preservation Officers, the Commission has applied a four -prong test to determine whether a collocation will effect a "substantial increase in the size of [a] tower. "4 A proposed collocation that does not involve a substantial increase in ' Middle Class Tax Relief and Job Creation Act of 2012, Pub. L. 112 -96, H.R. 3630, 126 Stat. 156 (enacted Feb. 22, 2012) (Tax Act). 2 Id., § 6409(a). ' Although we offer this interpretive guidance to assist parties in understanding their obligations under Section 6409(a), see, e.g., Truckers United for Safety v. Federal Highway Administration, 139 F.3d 934 (D.C.Cir. 1998), the Commission remains free to exercise its discretion to interpret Section 6409(a) either by exercising its rulemaking authority or through adjudication. With two exceptions not relevant here, the Tax Act expressly grants the Commission authority to "implement and enforce" this and other provisions of Title VI of that Act "as if this title is a part of the Communications Act of 1934 (47 U.S.C. 151 et seq.)." Tax Act § 6003. 4 47 C.F.R. Part 1, App. B, Nationwide Programmatic Agreement for the Collocation of Wireless Antennas, § I.0 (Nationwide Collocation Agreement). size is ordinarily excluded from the Commission's required historic preservation review under Section 106 of the National Historic Preservation Act (NHPA).5 The Commission later adopted the same definition in the 2009 Declaratory Ruling to determine whether an application will be treated as a collocation when applying Section 332(c)(7) of the Communications Act of 1934.6 The Commission has also applied a similar definition to determine whether a modification of an existing registered tower requires public notice for purposes of environmental review. Under Section I.0 of the Nationwide Collocation Agreement, a "substantial increase in the size of the tower" occurs if. 1) [t]he mounting of the proposed antenna on the tower would increase the existing height of the tower by more than 10 %, or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater, except that - the mounting of the proposed antenna may exceed the size limits set forth in this paragraph if necessary to avoid interference with existing antennas; or 2) [t]he mounting of the proposed antenna would involve the installation of more than the standard number of new equipment cabinets for the technology involved, not to exceed four, or more than one new equipment shelter; or 3) [t]he mounting of the proposed antenna would involve adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than twenty feet, or more than the width of the tower structure at the level of the appurtenance, whichever is greater, except that the mounting of the proposed antenna may exceed the size limits set forth in this paragraph if necessary to shelter the antenna from inclement weather or to connect the antenna to the tower via cable; or 4) [t]he mounting of the proposed antenna would involve excavation outside the current tower site, defined as the current boundaries of the leased or owned property surrounding the tower and any access or utility easements currently related to the site. Although Congress did not adopt the Commission's terminology of "substantial increase in size" in Section 6409(a), we believe that the policy reasons for excluding from Section 6409(a) collocations that substantially change the physical dimensions of a structure are closely analogous to those that animated the Commission in the Nationwide Collocation Agreement and subsequent proceedings. In light of the Commission's prior findings, the Bureau believes it is appropriate to look to the existing definition of "substantial increase in size" to determine whether the collocation, removal, or replacement of equipment 5 See 16 U.S.C. § 470f, see also 47 C.F.R. § 1.1307(a)(4) (requiring applicants to determine whether proposed facilities may affect properties that are listed, or are eligible for listing, in the National Register of Historic Places). 6 See Petition for Declaratory Ruling to Clarify Provisions of Section 332(c)(7)(B) to Ensure Timely Siting Review and to Preempt Under Section 253 State and Local Ordinances that Classify All Wireless Siting Proposals as Requiring a Variance, WT Docket No. 08 -165, Declaratory Ruling, 24 FCC Rcd. 13994, 14012, para. 46 & n. 146 (2009) (2009 Declaratory Ruling), recon. denied, 25 FCC Rcd. 11157 (2010), pet. for review denied sub nom. City of Arlington, Texas v. FCC, 668 F.3d 229 (5h Cir.), cert. granted, 113 S.Ct. 524 (2012); 47 U.S.C. § 332(c)(7). See 47 C.F.R. § 17.4(c)(1)(B); National Environmental Policy Act Compliance for Proposed Tower Registrations, WT Docket No. 08 -61, Order on Remand, 26 FCC Rcd. 16700, 16720 -21, para. 53 (2011). 2 on a wireless tower or base station substantially changes the physical dimensions of the underlying structure within the meaning of Section 6409(a). What is a "wireless tower or base station "? A "tower" is defined in the Nationwide Collocation Agreement as "any structure built for the sole or primary purpose of supporting FCC - licensed antennas and their associated facilities. "' The Commission has described a "base station" as consisting of "radio transceivers, antennas, coaxial cable, a regular and backup power supply, and other associated electronics. "9 Section 6409(a) applies to the collocation, removal, or replacement of equipment on a wireless tower or base station. In this context, we believe it is reasonable to interpret a "base station" to include a structure that currently supports or houses an antenna, transceiver, or other associated equipment that constitutes part of a base station.10 Moreover, given the absence of any limiting statutory language, we believe a "base station" encompasses such equipment in any technological configuration, including distributed antenna systems and small cells. Section 6409(a) by its terms applies to any "wireless" tower or base station. By contrast, the scope of Section 332(c)(7) extends only to facilities used for "personal wireless services" as defined in that section." Given Congress's decision not to use the pre- existing definition from another statutory provision relating to wireless siting, we believe the scope of a "wireless" tower or base station under Section 6409(a) is not intended to be limited to facilities that support "personal wireless services" under Section 332(c)(7). May a state or local government require an application for an action covered under Section 6409(a)? Section 6409(a) states that a state or local government "may not deny, and shall approve, any eligible facilities request...." It does not say that a state or local government may not require an application to be filed: The provision that a state or local government must approve and may not deny a request to take a covered action, in the Bureau's view, implies that the relevant government entity may require the filing of an application for administrative approval. 8 See Nationwide Collocation Agreement, § I.B. ' See Implementation of Section 6002(b) of the Omnibus Budget Reconciliation Act of 1993, WT Docket No. 10- 133, Annual Report and Analysis of Competitive Market Conditions With Respect to Mobile Wireless, Including Commercial Mobile Services, Fifteenth Report, 26 FCC Rcd. 9664, 9481, para. 308 (2011). to See also 47 C.F.R. Part 1, App. C, Nationwide Programmatic Agreement Regarding the Section 106 National Historic Preservation Act Review Process, § II.A.14 (defining "tower" to include "the on -site fencing, equipment, switches, wiring, cabling, power sources, shelters, or cabinets associated with that Tower but not installed as part of an Antenna as defined herein'). 1147 U.S.C. § 332(c)(7)(A). "Personal wireless services" is in turn defined to mean "commercial mobile services, unlicensed wireless services, and common carrier wireless exchange access services." Id. § 332(c)(7)(C)(1). Is there a time limit within which an application must be approved? Section 6409(a) does not specify any period of time for approving an application. However, the statute clearly contemplates an administrative process that invariably ends in approval of a covered application. We believe the time period for processing these applications should be commensurate with the nature of the review. In the 2009 Declaratory Ruling, the Commission found that 90 days is a presumptively reasonable period of time to process collocation applications. 12 In light of the requirement of Section 6409(a) that the reviewing authority "may not deny, and shall approve" a covered request, we believe that 90 days should be the maximum presumptively reasonable period of time for reviewing such applications, whether for "personal wireless services" or other wireless facilities. Wireless Telecommunications Bureau contact: Maria Kirby at (202) 418 -1476 or by email: Maria.Kirby @fcc.gov. -FCC- For more news and information about the Federal Communications Commission please visit: www.fcc.gov 12 See 2009 Declaratory Ruling, 24 FCC Rcd. at 14012 -13, paras. 46 -47. fn SEC. 6409. WIRELESS FACILITIES DEPLOYMENT (a) FACILITY MODIFICATIONS (1) IN GENERAL. Notwithstanding section 704 of the Telecommunications Act of 1996 (Public Law 104 -104) or any other provision of law, a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. (2) ELIGIBLE FACILITIES REQUEST. For purposes of this subsection, the term "eligible facilities request" means any request for modification of an existing wireless tower or base station that involves — (A) collocation of new transmission equipment; (B) removal of transmission equipment; or (C) replacement of transmission equipment. (3) APPLICABILITY OF ENVIRONMENTAL LAWS. Nothing in paragraph (1) shall be construed to relieve the Commission from the requirements of the National Historic Preservation Act or the National Environmental Policy Act of 1969. at &t January 13, 2016 AT &T Mobility 901 Marquette Ave. 7th Floor Minneapolis, MN 55402 www.att.com RE: AT &T Wireless facility FA# 10051753/I\4NL01136 /Monticello 1.900 Here is a statement that satisfies the Local Ordinance or Law requirement concerning interference from our site FA# 10031753 - Monticello 1900, located at 6111 Wildwood Boulevard, Monticello, MN, 55362. AT &T Mobility Inc. is aware of the interference issues that can arise while co- locating, with other carriers. Therefore, careful isolation studies have been performed to determine the correct vertical and }iorizontal separation between AT &T antennas and any other carrier. In addition, AT &T has acquired an FCC license, which exclusively entitles the company to operate within an assigned frequency range. This in turn eliminates any interference issues from CB radios, electronic appliances, pacemakers, fire and police equipment as well as other carriers. In the highly unlikely event that interference does occur, AT &T agrees to fully cooperate with the entity experiencing interference to identify and correct, to the extent reasonably possible, any issues caused by its installation. The frequencies that AT &T will operate at this site are 700 MHz for LTE, 1900 MHz for GSM, LTE and UMTS, 2100 MHz for LTE, and 2300 MHz for LTE. Sincerely, By: Name: Jessica Kofoid Title: RAN Engineer Date: __ 1/13/2016 AT &T Mobility PZA10 14. Rlinoval,of Bouipmeng. WihUn, a period of 20 days following the expiration or ten;iination of this Agreement, LICENSEE shall (i) remove the w' uipment and all cables, components and other peoperty of LICEMSE-Efrom the Premmses, (it) repair anydamage- to, the -Premises caused by suck -vem, oval a�id NO restore those portion of the Premises upon and/or within which the Equipment was located to the condision which existed as of the Commencement Date. Any equipment, cabling, components or other property of I,IC`ENSEE remaining on the Premises after the expiration of the aforestated period shall be deemed to have been abandoned and may be disposed of as 'MCENSOR'sees fat. LICENSEE shall reimburse LJCENSOR for all expenses incurred by MCEVSOR in removing and disposing of any such abandone d property of ° LICENSEE, Should LICENSEE jail to commence to repair any damage to the Premises or to restore the Premises to the original ;cond tioY, within the aforestated period, .i`.lCENSOR may, w 9 eir option, have such repair andlor restoration performed, and LICENSEE shall reimburse LICENSOR for all swch expenses incurred by LICENSOR. SITE PHOTO ENGINEERING AT&T 2012 INTERNATIONAL BUILDING CODE 2015 MINNESOTA BUILDING CODE 2014 NATIONAL ELECTRIC CODE ° TIA /EIA -222 -G OR LATEST EDITION AT &T MOBILITY MOBILITY 901 MARQUETTE AVENUE — �� MINNEAPOLIS, MN 55402 II .I PROJECT: LTE 3C /4C AT &T SITE ID: MNL01136 -- AT &T FA #: 10081753 0. PACE #: M R U M WO 12745 BLACK &VEATCH PTN##. 3511796704 BLACK &VEATCH CORPORATION (913) 3) 45 OVERLAND KANSADS166210 458 -2000 PROJECT INFORMATION SITE ADDRESS: 6111 WILDWOOD WAY MONTICELLO, MN 55362 PROJECT N0: 129041.8310 COUNTY SITE NAME: WRIGHT MONTICELLO 1900 MONTICELLO 1900 REFERENCE MATERIALS DRAWN BY: DMW AT &T SITE ID MNLO1136 THESE LTE DRAWINGS ARE BASED ON AT &T SCORING DOCUMENT DATED 07/27/2015 CONTRACTOR SHALL USE THE LATEST VERSION OF THE RFDS WITH THE CONSTRUCTION CHECKED BY: RLF FA NUMBER: 10081753 MONTICELLO M N 55362 PACE NUMBER: MRUMWO12745 ' DRAWINGS PER THE SCOPE OF WORK. PTN NUMBER: 3511796704 AREA MAP DRAWING INDEX USID NUMBER: 1690 VICINITY MAP LOCAL MAP SHEET NO: SHEET TITLE LATITUDE (NAD 83): 45' 16' 48" N 45.28000' R A N n e R c L-w- COVER TITLE SHEET C -1 COMPOUND PLAN LONGITUDE (NAD 83): 93' 46' 04" W -93.767778' R 1'' m1 es �j ,9y_ _ _ ,,,r,r5nga a `�7 C -2 SHELTER PLAN C -3 SITE WORK AND DRAINAGE NOTES GROUND ELEVATION: ZONING DISTRICT: 1,060' AMSL NA we�ael bbverae der " --`'' r91� " -s s,enonfiela ` Folev � -> ,a _ _ --T -Cis, 52 \ T -1 TOWER ELEVATIONS 1 12/21/2015 PER COMMENTS T -2 ANTENNA CONFIGURATION 0 12/03/2015 ISSUED FOR CONSTRUCTION sPrin9velo, - _ rs. senaP - zs. -- _ REV DATE DESCRIPTION TOWER OWNER: SBA TOWERS °Ilegevni . > ¢ROpas r` �� _ wy nen '95th, T -3 ANTENNA AND RRH REQUIREMENTS T -4 TOWER EQUIPMENT DETAILS AILS 5900 BROKEN SOUND PKWY NW BOCA RATON, FL 33487 a sy el "° n - .._.. yr ^ °eoan c "nkrdye° „ ._..... ___. t ,, GROUND OWNER: SBA TOWERS` 5900 BROKEN SOUND PKWY NW e � R I N T I e�ak Isem� I ! T -5 TOWER SECTION NOTES E -1 ANTENNA GROUNDING PLAN E -2 GROUNDING DETAILS BOCA RATON, FL 33487 Ij " g ns -`: J ,' S H E R t3 II R 11 E — E 3 ELECTRICAL SECTION NOTES LANDLORD CONTACT: KENT MEIER KMEIEROSBASITE.COM 44-788-1133 Orr°ck . ..... ....... . l !` _ - - � � �� - _ N -1 LEGEND AND ABBREVIATIONS N -2 IGENERAL NOTES } OCCUPANCY GROUP: U M I fR N F S 0 T A ` L k oak Orove _ V CONSTRUCTION TYPE: V -B al 'Pig �`.\ aeyo ar°+a. v AT &T PROJECT MANAGERS: JANIS DELINS� (952) 229 -9656 annona'Ie A HemLekeµ I E a - JD799U ®ATT.COM Mepi'Lek'' W R I c H r i� ° °Aenoeer kA,t. 'I. o1 -_ w'C s o y1on;' fffjjj \ � 12/21/2015 B &V PROJECT MANAGER: JERRY SLOBODNIK (651) 338 -7438 Alan C'M', ,. Q.ft M. Roger ChamPl R}pIMS 4`` 1 SLOBODNIKJJ OOVERLANDCONTRACTING.COM FO.kcre» —_. / -I �� "_ IT IS A VIOLATION OF LAW FOR ANY PERSON, B &V SITE ACQUISITION MANAGER: RON MIELKE (612) 801 8629 MIELKERL�BV COM .. -__� _ _ cokelo - Wave iy wpm rare N osse Racklard M pl Grae �,Jte Nryn Shor E ale f a hwMr °s q s *' �-12 H 7c" 9 ' - _ N UNLESS THEY ARE ACTING UNDER THE DIRECTION LICENSED PROFESSIONAL ENGINEER, OF A AL THIS TO TER T S B &V CONSTRUCTION MANAGER: TOM DAVISON _ �° o f M -- p p tl pl -a,, e tl GAQ 0 �r 111... -- MONTICELLO 1900 DAVISON202-8074 D ®OOVERLANDCONTRACTING.COM ° o wean °epenaena sr or° NnAm � r L en�k sa 4 MNL01136 B &V LEAD ENGINEER: PATRICK MCGREGOR (651) 343 -2454 �,� - Is.. o4 gP - Ip5., M retvime p phq '° .�jH ��': a Bfi[h S[ NE ��IS. 61 1 1 WILDWOOD WAY II 11 11 x17 PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED MCGREGORP ®BV.COM alY�d° �zzQ° 9Q °P ` 5 ,° sh eWCOa °E CeS10f e� EI 1. -- ak fN �o °,° M ewe of A��'"I Id' IL / w v Cn hose �y -Qz70° 90 °P S1 MONTICELLO, MN 55362 3C 4C LTE TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES Dtiti sQ gMe C A R v a el o ` != tih D sQ a, N� BEFORE YOU DIG IN MINNESOTA, CALL GOPHER STATE ONE CALL ao° s v °»ngn nee o - �- _ ? at N 180° TOLL FREE: 1- 800 - 252 -1166 OR SHEET TITLE FAX A LOCATE: 1- 800 - 236 -4967 DRIVINGDIRECTIONS MIN STATUTE REQUIRES MIN OF 48 HOURS NOTICE BEFORE YOU EXCAVATE TITLE SHEET DIRECTIONS FROM AT &T OFFICE: HEAD NORTH ON MARQUETTE AVE. TURN LEFT (WEST) ONTO S 3RD ST. TURN RIGHT (NORTH) ONTO 1 -94. FOLLOW TO SHEET NUMBER MONTICELLO; TAKE EXIT 194, FENNING AVE / CR -18, TURN SOUTH. AT JASON AVE, TURN LEFT (EAST). AT OAK RIDGE DR, -THESE PLANS CONFORM TO ALL OF THE REQUIREMENTS CALLED OUT IN THE JURISDICTION TURN RIGHT (WEST). AT TROY MARQUETTE DR, TURN LEFT (SOUTH). AT WILDWOOD WAY, TURN RIGHT (WEST). SITE ACCESS IS PLANNING AND ZONING FOR ANTENNAS AND SUPPORT STRUCTURES WHERE SITE IS LOCATED. - SUBCONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING CONDITIONS ON SITE. IMMEDIATELY AT END OF WILDWOOD WAY. TOTAL 38 MILES. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PERFORMING ANY WORK OR BE RESPONSIBLE COVER FOR THE SAME x x x EXISTING EQUIPMENT PAD EXISTING METER EXISTING H -FRAME EXISTING TRANSFORMER EXISTING GENERATOR N o° �,�iso a,EQ 270` 9W°� v �sQ 180° EXISTING OTHER I CARRIER SHELTER EXISTING OTHER CARRIER SHELTER 9324' -0" FENCED COMPOUND AREA 4645' -10" CL OF EXISTING TOWER x x x x� Lx -x /' -2" % s, COMPOUND PLAN x EXISTING CHAIN LINK FENCE- EXISTING DOUBLE SWING ACCESS GATE (TYP) EXISTING SELF - SUPPORT TOWER EXISTING EQUIPMENT PAD (OTHER CARRIER) EXISTING ICE BRIDGE (OTHER CARRIER) EXISTING OTHER CARRIER SHELTER X X W.P. x x x X i w 3 0 c� ro z I H � N � x 0 U THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: PROPOSED - TOWER: REMOVE (3) EXISTING SECTOR FRAMES RELOCATE ALL EXISTING ANTENNAS AND DEVICES TO NEW FRAMES INSTALL (3) ALCATEL- LUCENT PCS RRH (4C LTE) PROPOSED- SHELTER: INSTALL (4) BREAKERS INSTALL (2) RECTIFIER IN EXISTING POWER PLANT EQUIPMENT IN FIF RACK IF NEEDED TO MAKE a a ° AT &T TO VERIFY REQUIRED SHELTER EQUIPMENT. U 0 v z 8' 4' 0 8' 16' PROJECT DESCRIPTION 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10' -0" MINIMUM SEPARATION BETWEEN THE PROPOSED LTE GPS ANTENNA AND TRANSMITTING ANTENNAS. 3. PROPERTY LINES ARE APPROXIMATIONS ONLY. 4. ANTENNAS & MOUNTS OMITTED FOR CLARITY. 5. FOR FIBER TRUNK REF AT &T LTE GUIDE LINES REV. 1.9 PAGE 13 TABLE 2.1.2. 6. FOR DC POWER CABLE TRUNK REF AT &T LTE GUIDE LINES REV 1.9 PAGE 14 TABLE 2.1.3 NOTES WOOD FENCE ❑ o- CHAINLINK FENCE x x LEASE AREA PROPOSED ICE BRIDGE . : , . .�VA��.AVB ��.�t � M Lvfflomvwlmlu 1 I LEGEND AT &T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 0. BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RILE 1 12/21/2015 PER COMMENTS 0 12/03/2015 ISSUED FOR CONSTRUCTION REV I DATE I DESCRIPTION I H 12/21/2015 IT IS A MOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C /4C LTE SHEET TITLE COMPOUND PLAN SHEET NUMBER C -1 I � EXISTING AT &T ` ICE BRIDGE ` EXISTING LTE EXISTING 11' -5 "x28' -0" ` CPS ANTENNA AT &T SHELTER ` SEE SHELTER PLAN LX X X X X X x X X — COMPOUND PLAN x EXISTING CHAIN LINK FENCE- EXISTING DOUBLE SWING ACCESS GATE (TYP) EXISTING SELF - SUPPORT TOWER EXISTING EQUIPMENT PAD (OTHER CARRIER) EXISTING ICE BRIDGE (OTHER CARRIER) EXISTING OTHER CARRIER SHELTER X X W.P. x x x X i w 3 0 c� ro z I H � N � x 0 U THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: PROPOSED - TOWER: REMOVE (3) EXISTING SECTOR FRAMES RELOCATE ALL EXISTING ANTENNAS AND DEVICES TO NEW FRAMES INSTALL (3) ALCATEL- LUCENT PCS RRH (4C LTE) PROPOSED- SHELTER: INSTALL (4) BREAKERS INSTALL (2) RECTIFIER IN EXISTING POWER PLANT EQUIPMENT IN FIF RACK IF NEEDED TO MAKE a a ° AT &T TO VERIFY REQUIRED SHELTER EQUIPMENT. U 0 v z 8' 4' 0 8' 16' PROJECT DESCRIPTION 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10' -0" MINIMUM SEPARATION BETWEEN THE PROPOSED LTE GPS ANTENNA AND TRANSMITTING ANTENNAS. 3. PROPERTY LINES ARE APPROXIMATIONS ONLY. 4. ANTENNAS & MOUNTS OMITTED FOR CLARITY. 5. FOR FIBER TRUNK REF AT &T LTE GUIDE LINES REV. 1.9 PAGE 13 TABLE 2.1.2. 6. FOR DC POWER CABLE TRUNK REF AT &T LTE GUIDE LINES REV 1.9 PAGE 14 TABLE 2.1.3 NOTES WOOD FENCE ❑ o- CHAINLINK FENCE x x LEASE AREA PROPOSED ICE BRIDGE . : , . .�VA��.AVB ��.�t � M Lvfflomvwlmlu 1 I LEGEND AT &T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 0. BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RILE 1 12/21/2015 PER COMMENTS 0 12/03/2015 ISSUED FOR CONSTRUCTION REV I DATE I DESCRIPTION I H 12/21/2015 IT IS A MOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C /4C LTE SHEET TITLE COMPOUND PLAN SHEET NUMBER C -1 EXISTING COAX ENTRY PORT (TYP) a 0 0_ -I O z 27'_0" INTERIOR WALL EXISTING ACCESS DOOR (TYR) INSTALL (4) BREAKERS (2) RECTIFIERS AND (2) CONVERTERS IN EXISTING POWER PLANT SHELTER PLAN `F RA EXI IF N HVAC HVAC 12" 6" 0 1' 2' 3' 4' 5' 1/2"=1' -0" 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10' -0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS ANTENNAS AND TRANSMITTING ANTENNAS. AT &T TO VERIFY REQUIRED SHELTER EQUIPMENT. NOTES AT &T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 0. BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RLF 1 12/21/2015 PER COMMENTS 0 12/03/2015 ISSUED FOR CONSTRUCTION REV I DATE DESCRIPTION H / 6-1 �- 12/21/2015 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C /4C LTE SHEET TITLE SHELTER PLAN SHEET NUMBER C -2 EXISTING AUTOMATIC EXISTING TRANSFER SWITCH TELCO BOARD EXISTING OVERHEAD CABLE LADDER (TYP)� .EXISTING AC LOAD CENTER UMTS GSM CABINET CABINET POWER PLANT EMERSON FY BATTERY STACK T W.P. INSTALL (4) BREAKERS (2) RECTIFIERS AND (2) CONVERTERS IN EXISTING POWER PLANT SHELTER PLAN `F RA EXI IF N HVAC HVAC 12" 6" 0 1' 2' 3' 4' 5' 1/2"=1' -0" 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10' -0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS ANTENNAS AND TRANSMITTING ANTENNAS. AT &T TO VERIFY REQUIRED SHELTER EQUIPMENT. NOTES AT &T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 0. BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RLF 1 12/21/2015 PER COMMENTS 0 12/03/2015 ISSUED FOR CONSTRUCTION REV I DATE DESCRIPTION H / 6-1 �- 12/21/2015 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C /4C LTE SHEET TITLE SHELTER PLAN SHEET NUMBER C -2 PART 1 - GENERAL B. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND /OR TRENCHED TO VERIFY C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2° - 3/4" CRUSHED STONE ON CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND TOP SOIL STABILIZER FABRIC. AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY D. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO 1.1 REFERENCES: OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. THEIR ORIGINAL CONDITION. A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY C. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED 3.7 ASPHALT PAVING ROAD: CONSTRUCTION- CURRENT EDITION). AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF -SITE IN A LEGAL MANNER. KANSAS: B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). 3.2 BACKFILL: A. DIVISION 600 - KDOT FLEXIBLE PAVEMENT. A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING MISSOURI C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST -IN -PLACE CONCRETE, BACKFILL THE A. SECTION 403 - MODOT ASPHALT CONCRETE PAVEMENT. EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. 1.2 INSPECTION AND TESTING: COLORADO 1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE A. DIVISION 400 - CDOT PAVEMENT A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. CONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE CONTRACTOR. MINNESOTA: 2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL A. SECTION 2321 - MN /DOT ROAD -MIXED BITUMINOUS SURFACE. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8- INCHES LOOSE B. SECTION 2360 - MN /DOT PLANT MIXED ASPHALT PAVEMENT. THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL WORK AS SPECIFIED AND /OR CALLED FOR ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED. IOWA: TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS A. IOWA DOT CHAPTER 8 - HOT MIX ASPHALT (HMA) PAVEMENT, BASES, AND SUBBASES. OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION NEBRASKA: 1.3 SITE MAINTENANCE AND PROTECTION: REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. THE A. DIVISION 500 - BITUMINOUS PAVEMENT. CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION WISCONSIN: THE SUBCONTRACT. REQUIREMENTS. A. SECTION 460 - WISDOT HOT MIX ASPHALT PAVEMENT. B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY ILLINOIS: TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698. A. ILLINOIS DOT SECTION 403 - BITUMINOUS SURFACE TREATMENT. REMOVAL FROM BEING DAMAGED BY THE WORK. B. ILLINOIS DOT SECTION 406 - BITUMINOUS CONCRETE BINDER AND SURFACE COURSE CLASS I. 3.3 TRENCH EXCAVATION: 4 C. KEEP SITE FREE OF ALL PONDING WATER. A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK.. CONDUIT. F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, BACKFILL AT THE OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. BACKFILL WITH GRANULAR BEDDING MATERIAL. 1. PROVIDE A MINIMUM 48 -HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED 3.4 TRENCH BACKFILL: BEFORE INTERRUPTING ANY UTILITY SERVICE. A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY PART 2 - PRODUCTS REQUIREMENTS. 2.1 SUITABLE BACKFILL: ASTM D2321 (CLASS I, II, III OR IV) FREE FROM FROZEN LUMPS, REFUSE, STONES OR B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE MATERIAL UNSUITABLE FOR BACKFILL. ACCEPTANCE TESTING. 2.2 NON- POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6 -INCH AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. SPACE AROUND CONDUITS. 2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE FREE E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 8 -INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. 2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850 -95. FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE REQUIRED. G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95 2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL - GRADED SAND MEETING THE GRADATION REQUIREMENTS OF PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698. ASTM D2487 (SE OR SW -SM). 3.5 AGGREGATE ACCESS ROAD: 2.6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM D2940. A. CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD TO THE LINES AND GRADES INDICATED ON 2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL >45). MATERIAL CONTAINING THE DRAWINGS. SCARIFY TO A DEPTH OF 6 INCHES AND PROOF -ROLL. ALL HOLES, RUTS, SOFT PLACES REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS AND OTHER DEFECTS SHALL BE CORRECTED. OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS DETERMINED BY THE CONSTRUCTION MANAGER. TYPICALLY THESE WILL BE SOILS CLASSIFIED BY ASTM AS: PT, MH, CH, OH, ML, AND OL. B. THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM D 1557. 2.8 GEOTEXTILE FABRIC: MIRAFI 500X OR ENGINEER APPROVED EQUAL. C. AFTER PREPARATION OF THE SUBGRADE IS COMPLETE THE GEOTEXTILE FABRIC ( MIRAFI 500Xi) SHALL BE 2.9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY INSTALLED TO THE LIMITS INDICATED ON THE DRAWINGS BY ROLLING THE FABRIC OUT LONGITUDINALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, 6 INCHES WIDE WITH A MINIMUM ALONG THE ROADWAY. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE THICKNESS OF 0.004 INCH. TAPE SHALL HAVE MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND ROLL IN A SINGLE OPERATION, ROLLING OUT AS SMOOTHLY AS POSSIBLE. MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED IN 1. OVERLAPS PARALLEL TO THE ROADWAY WILL BE PERMITTED AT THE CENTERLINE AND AT LOCATIONS A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR SHALL BEYOND THE ROADWAY SURFACE WIDTH (I.E. WITHIN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES. OVERLAPS SHALL BE LOCATED BETWEEN THE CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET WIDE. PART 3 - EXECUTION 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE END OF A ROLL SHALL OVERLAP 3.1 GENERAL: IN THE DIRECTION OF THE AGGREGATE PLACEMENT (PREVIOUS ROLL ON TOP) AND SHALL HAVE A MINIMUM LENGTH OF 3 FEET. A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE 3. ALL OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 INCHES LONG TO EVENT OF RAIN THE SITE WILL BE DRAINED AT ANY TIME. INSURE POSITIONING DURING PLACEMENT OF AGGREGATE. PIN LONGITUDINAL SEAMS AT 25 FOOT CENTERS AND TRANSVERSE SEAMS EVERY 5 FEET. B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, D. THE AGGREGATE BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. INCH (COMPACTED) THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE END - DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AGGREGATE. THE FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE COMPACTION. AT NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE AREA TO BE CLEARED. AGGREGATE, BE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE FABRIC. 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR E. THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM D 1557 WITH A TAMPING ROLLER, OR LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS WITH A PNEUMATIC -TIRED ROLLER, OR WITH A VIBRATORY MACHINE OR ANY COMBINATION OF THE ABOVE. THEREBY EXPOSED. THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE -WHEEL OR TANDEM ROLLER. 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE 3.6 FINISH GRADING: DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS. A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL. COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. A. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. SITE WORK AND DRAINAGE NOTES AT&T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 0. BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RLF 1 112/21/20151 PER COMMENTS 0 1 2/03/20151 ISSUED FOR CONSTRUCTION REV I DATE I DESCRIPTION H 12/21/2015 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C/4C LTE SHEET TITLE SITE WORK AND DRAINAGE NOTES SHEET NUMBER C -3 THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. EXISTING AT &T ANTENNAS AND DEVICES TO BE RELOCATED TO PROPOSED SECTOR FRAMES ldk (k RAD CENTER 0347 -0" AGL Xlw TIP HEIGHT ®351' -0" AGL (3) PROPOSED AT &T ANTENNAS (9) RELOCATED EXISTING AT &T ANTENNAS (12) RELOCATED EXISTING RRH's (6) PROPOSED RRH's RAID CENTER ® 347' -0" AGL THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: PROPOSED — TOWER: REMOVE (3) EXISTING SECTOR FRAMES RELOCATE ALL EXISTING ANTENNAS AND DEVICES TO NEW FRAMES I 11. F INSTALL (3) KATHREIN 800- 10891K ANTENNAS _ & AT&T MOBILITY 901 M A RQ U ETTE AVENUE MINNEAPOLIS, MN 55402 INSTALL (3) ALCATEL— LUCENT PCS RRH (4C LTE) PROPOSED— SHELTER: EXISTING T —ARMS TO BE (3) PROPOSED SECTOR FRAMES INSTALL (4) BREAKERS REMOVED AND REPLACED (ANDREW MODEL MTC -3606 OR INSTALL (2) RECTIFIER IN EXISTING POWER PLANT ENGINEER APPROVED EQUAL) S V ST POW P T INSTALL (i) BBU IN EXISTING FIE RACK (NUMBER 9136R) AND RELOCATE EXISTING EQUIPMENT IN FIF RACK IF NEEDED TO MAKE 00 FOR N 0 BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RILE EXISTING CABLES EXISTING CABLES ON WAVEGUIDE LADDER ON WAVEGUIDE LADDER EXISTING TOWER EXISTING TOWER or 0 0 - ° I EXISTING ANTENNAS (OTHER CARRIER) z (TYR) N w - ° EXISTING ANTENNAS (OTHER CARRIER) (TYR) N w AT&T TO VERIFY REQUIRED SHELTER EQUIPMENT. 1 12/21/2015 PER COMMENTS 0 0 � a 0 12/03/2015 ISSUED FOR CONSTRUCTION REV DATE DESCRIPTION 0 0 I H PROJECT DESCRIPTION 1. FENCE NOT ENTIRELY SHOWN FOR CLARITY. 2. WHEN STACKING CABLES 3 OR MORE DEEP, USE STACKABLE SNAP —INS, TALLEY PART NUMBER SSH -158 -3 (OR ENGINEER APPROVED EQUAL) 12/21/2015 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, NOTES TOTTER THIS DOCUMENT. MONTICELLO 1900 MNLO1136 6111 WILDWOOD WAY EXISTING SHELTER EXISTING SHELTER THE ING BUILDING IS CURRENTLY BY OTHERSI TO DETERMINE ITS STRUCTURALBCAPACITYLTOECCARRY MONTICELLO, MN 55362 (OTHER CARRIER) (TYP) (OTHER CARRIER) (TYP) THE PROPOSED LOADS. THESE DRAWINGS HAVE BEEN CREATED BASED ON THE ASSUMPTION THAT THE STRUCTURAL ANALYSIS 3 C /4C LT E WILL SHOW THAT THE BUILDING HAS SUFFICIENT CAPACITY TO EXISTING AT &T SHELTER EXISTING AT &T SHELTER SUPPORT THE PROPOSED NEW LOADS. INSTALLATION OF THE PROPOSED EQUIPMENT SHALL NOT COMMENCE UNTIL AN SHEET TITLE APPROVED STRUCTURAL ANALYSIS HAS BEEN RECEIVED BY THE EXISTING FENCE EXISTING FENCE OWNER OR AT &T AND HAS BEEN REVIEWED BY BLACK & VEATCH. CONTRACTOR SHALL REFERENCE THE TOWER TOWER ELEVATIONS STRUCTURAL ANALYSIS /DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION /ROUTING. SHEET NUMBER 7777�V ��A �� A��A��A��VA�V��A��SV��AA�� T-1 20' 10' 0 20' 40 20' 10' 0 20' 40' EXISTING TOWER WEST ELEVATION 1 PROPOSED TOWER WEST ELEVATION 2 STRUCTURAL NOTE N o� �JSo yQ -iQ27W 90°6jii-- L80° G2 AZIMUTH 330' (UMTS) G1 AZIMUTH 330' (GSM) 33 J AZIMUTH 210' (LTE) B2 AZIMUTH 210° (UMTS) G3 AZIMUTH 330' (LTE) B1 AZIMUTH 210° (GSM) EXISTING ANTENNA ORIENTATION DIAGRAM AZIMUTH 90° (LTE) EXISTING SELF- SUPPORT TOWER ' EXISTING DC6- 48- 60 -18 -8F SURGE UNIT TO REMAIN (TYP) EXISTING AT &T ANTENNA AND TMA Al A/ TO RELOCATE TO PROPOSED SECTOR AZIMUTH FRAME (TYP OF 3) 90° (GSM) EXISTING ANTENNA SECTOR FRAME TO BE REPLACED (TYP OF 3) EXISTING AT &T ANTENNA AND RRH UNITS TO RELOCATE TO PROPOSED SECTOR FRAME (TYP OF 3) EXISTING AT &T RRH UNIT TO RELOCATE TO PROPOSED SECTOR FRAME (TYP OF 3) EXISTING AT &T ANTENNA TO RELOCATE TO PROPOSED SECTOR FRAME (TYP OF 3) NO SCALE NOTES 1. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S STANDARD DETAILS. 2. SEE ANTENNA & TRANSMISSION CABLE REQUIREMENTS ON SHEET T -3 FOR ANTENNA POSITION, AT &T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 N o� �3�s• ayQ -iQ271Y 90°6jii-- 180° PROPOSED ANTENNA ORIENTATION DIAGRAM I NO SCALE IT IS A 11OLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOTTER THIS DOCUMENT. MONTICELLO 1900 MNLO1136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C /4C LTE SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER T -2 2 0. BLACK &VEATCH AZIMUTH 330° LTE) BLACK &VEATCH CORPORATION 10950 GRANDVIEW DRIVE G3 OVERLAND PARK, KANSAS 66210 AZIMUTH (913) 458 -2000 330° (UMTS) G2 EXISTING SELF - SUPPORT TOWER AZIMUTH PROJECT NO: 129041.8310 330' / — EXISTING AT &T GSM ANTENNA, (LTE) • Al EXISTING GSM TMA, AND PROPOSED DRAWN BY: DMW AZIMUTH LTE WCS RHH ON PROPOSED PIPE 90• MAST (TYP OF 3) Gt (GSM) CHECKED BY: RLF AZIMUTH 330° . PROPOSED AT &T LTE ANTENNA, (GSM) HO, NAND EXIISTGEDLTET AWS RRH N PROPOSED PIPE MAST (TYP OF 3) A2 AZIMUTH 90' (LTE) EXISTING DC6- 48- 60 -18 -8F SURGE UNIT (TYP OF 3) EXISTING AT &T UMTS ANTENNA, (2) EXISTING 1900 UMTS RRH ON PROPOSED PIPE MAST (TYP OF 3) A3 1 12/21/2015 PER COMMENTS AZIMUTH 0 12/03/2015 ISSUED FOR CONSTRUCTION 90' (UMTS) REV DATE DESCRIPTION PROPOSED SECTOR FRAME H B4 ANDREW MODEL MTC -3606 OR AZIMUTH ENGINEER - APPROVED EQUAL 210° (LTE) A4 B3 _ AZIMUTH AZIMUTH 90' 210° - (LTE) (UMTS) B2 AZIMUTH EXISTING AT &T LTE ANTENNA AND 210 EXISTING 700 LTE RRH (TYP OF 3) (LTE) 61 AZIMUTH 12/21/2015 210° I (GSM) N o� �3�s• ayQ -iQ271Y 90°6jii-- 180° PROPOSED ANTENNA ORIENTATION DIAGRAM I NO SCALE IT IS A 11OLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOTTER THIS DOCUMENT. MONTICELLO 1900 MNLO1136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C /4C LTE SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER T -2 2 EXISTING ANTENNA AND TRANSMISSION EQUIPMENT REQUIREMENTS (VERIFY WITH LATEST RFDS) ANTENNA TILT TMA /RRU SURGE & DISTRIBUTION SECTOR RAD CENTER POSITION AZIMUTH ANTENNA MODEL TECHNOLOGY MECH ELEC QTY MODEL CABLES MODEL TRUNKS 1 MECH ELEC 90' KATHREIN 800 -10766 GSM QTY MODEL (QTY) TYPE MODEL (QTY) TYPE A 347' 1 (2) 3 -PAIR DC POWER 2 90' KATHREIN 800 -10766 GSM 1 DUAL TMA 1 -5/8" COAX LTE WCS RHH LTE PCS RRH (2) DC POWER PAIR (2) FIBER PAIR A 347' RAYCAP (2) 3 -PAIR DC POWER 2 UMTS 2 90' CMA - BTLBHH /6516/20/20/RET UMTS 2 UMTS 1C RRH (2) DC POWER PAIR 4 90' CCI WIRELESS HPA -65R- BUU -H8 LTE 1C LTE 2C 2 LTE 700 RHH LTE AWS RRH (2) DC POWER PAIR (2) FIBER PAIR UMTS 2C RRH (2) FIBER PAIR DC6- 48- 60 -18 -8F 210' KATHREIN 800 -10764 GSM 3 DUAL TMA 1 -5/8" COAX 90' HPA -65R- BUU -H8 LTE 1C 2 LTE 700 RHH (2) DC POWER PAIR 2 210' KATHREIN 800- 10891K LTE 3C LTE 4C 2 LTE 2C (2) DC POWER PAIR (2) FIBER PAIR LTE AWS RRH (2) FIBER PAIR 210' CMA- BTLBHH /6516 /20/20/RET UMTS 1 UMTS 1C RRH UMTS 2C RRH (2) DC POWER PAIR (2) FIBER PAIR 210' KATHREIN 800 -10764 GSM 1 DUAL TMA 1 -5/8" COAX 210' B 347' RAYCAP (2) 3 -PAIR DC POWER 2 210' CMA - BTLBHH /6516/20/20/RET UMTS 2 UMTS 1C RRH (2) DC POWER PAIR 1 DUAL TMA 1 -5/8" COAX G 347' RAYCAP DC6- 48- 60 -18 -8F (2) 3 -PAIR DC POWER UMTS 2C RRH (2) FIBER PAIR DC6- 48- 60 -18 -8F (1) 18 -PAIR FIBER KATHREIN 800- 10891K LTE 3C LTE 4C 2 LTE WCS RHH LTE PCS RRH 3 3 210' HPA -65R- BUU -H4 LTE 1C 2 LTE 700 RHH (2) DC POWER PAIR (2) DC POWER PAIR (2) FIBER PAIR 4 LTE 2C 330' LTE AWS RRH (2) FIBER PAIR 2 LTE 700 RHH LTE AWS RRH (2) DC POWER PAIR (2) FIBER PAIR 1 330' KATHREIN 800 -10766 GSM 1 DUAL TMA 1 -5/8" COAX C 347' RAYCAP (2) 3 -PAIR DC POWER 2 330' CMA - BTLBHH /6516/20/20/RET UMTS 2 UMTS 1C RRH (2) DC POWER PAIR UMTS 2C RRH (2) FIBER PAIR DC6- 48- 60 -18 -8F 3 330' HPA -65R- BUU -H8 LTE 1C 2 LTE 700 RHH (2) DC POWER PAIR LTE 2C LTE AWS RRH (2) FIBER PAIR FINAL ANTENNA AND TRANSMISSION EQUIPMENT REQUIREMENTS (VERIFY WITH LATEST RFDS) ANTENNA TILT TMA /RRU SURGE & DISTRIBUTION SECTOR RAD CENTER POSITION AZIMUTH ANTENNA MODEL TECHNOLOGY MECH ELEC QTY MODEL CABLES (QTY) TYPE MODEL TRUNKS (QTY) TYPE 1 90' KATHREIN 800 -10766 GSM 1 DUAL TMA 1 -5/8" COAX A 347' RAYCAP DC6- 48- 60 -18 -8F (2) 3 -PAIR DC POWER 2 90' KATHREIN 800- 10891K LTE 3C LTE 4C 2 LTE WCS RHH LTE PCS RRH (2) DC POWER PAIR (2) FIBER PAIR 3 90' CMA - BTLBHH /6516/20/20/RET UMTS 2 UMTS 1C RRH UMTS 2C RRH (2) DC POWER PAIR (2) FIBER PAIR 4 90' CCI WIRELESS HPA -65R- BUU -H8 LTE 1C LTE 2C 2 LTE 700 RHH LTE AWS RRH (2) DC POWER PAIR (2) FIBER PAIR 1 210' KATHREIN 800 -10764 GSM 1 DUAL TMA 1 -5/8" COAX B 347' RAYCAP DC6- 48- 60 -18 -8F (2) 3 -PAIR DC POWER (1) 18 -PAIR FIBER 2 210' KATHREIN 800- 10891K LTE 3C LTE 4C 2 LTE WCS RHH LTE PCS RRH (2) DC POWER PAIR (2) FIBER PAIR 3 210' CMA- BTLBHH /6516 /20/20/RET UMTS 2 UMTS 1C RRH UMTS 2C RRH (2) DC POWER PAIR (2) FIBER PAIR 4 210' CCI WIRELESS HPA -65R- BUU -H4 LTE 1C LTE 2C 2 LTE 700 RHH LTE AWS RRH (2) DC POWER PAIR (2) FIBER PAIR 1 330' KATHREIN 800 -10766 GSM 1 DUAL TMA 1 -5/8" COAX G 347' RAYCAP DC6- 48- 60 -18 -8F (2) 3 -PAIR DC POWER 2 330' KATHREIN 800- 10891K LTE 3C LTE 4C 2 LTE WCS RHH LTE PCS RRH (2) DC POWER PAIR (2) FIBER PAIR 3 330' CMA - BTLBHH /6516/20/2O/RET UMTS 2 UMTS 1C RRH UMTS 2C RRH (2) DC POWER PAIR (2) FIBER PAIR 4 330' CCI WIRELESS HPA -65R- BUU -H8 LTE 1C LTE 2C 2 LTE 700 RHH LTE AWS RRH (2) DC POWER PAIR (2) FIBER PAIR 1. CONTRACTOR IS TO REFER TO AT &T'S MOST CURRENT RADIO FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION. 2. CABLE LENGTHS WERE DETERMINED BASED ON A VISUAL INSPECTION DURING SITE WALK. CONTRACTOR TO VERIFY ACTUAL LENGTH DURING PRE - CONSTRUCTION WALK. 3. CONTRACTOR TO USE ROSENBERGER FIBER LINE HANGER COMPONENTS (OR ENGINEER APPROVED EQUAL). NOTES ANTENNA AND RRH REQUIREMENTS AT&T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 m BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RLF 1 112/21/20151 PER COMMENTS 0 112/03/20151 ISSUED FOR CONSTRUCTION REV I DATE I DESCRIPTION H 12/21/2015 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOTTER THIS DOCUMENT. MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C/4C LTE SHEET TITLE ANTENNA AND RRH REQUIREMENTS SHEET NUMBER T -3 KATHREIN 800 10891K WIDTH: 14.8" (377mm) DEPTH: 6.7" (169mm) HEIGHT: 78.5" (1995mm) TOTAL WEIGHT (WITHOUT BRACKETS): 74.9 lb (34 kg) CONNECTOR: 10x7/16" DIN FEMALE LONG NECK 6.7" ANTENNA SPECIFICATIONS NOT USED NOT USED 14.8" NO SCALE 1 NO SCALE 1 3 NO SCALE 6 NOTE: ANTENNA NOT SHOWN FOR CLARITY NOT USED RRH MOUNTING PLATE DETAIL NOT USED NO SCALE 1 2 PROPOSED MOUNTING PLATE PROPOSED PIPE MOUNT BRACKET (TYP OF 2) GALV STEEL MOUNTING PIPE NO SCALE 1 4 NO SCALE 7 MANUFACTURER PART NO. DESCRIPTION WEIGHT (LBS) ANDREW: MTC3606 SECTOR FRAME QUICK —V FACE 12' -0" FACE 455.31 NOTES 1. FITS TOWER LEGS UP TO 8" OD, 8" ANGLE 60', OR 6" ANGLE 90' 2. THIS SHEET IS INCLUDED FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL REFER TO MANUFACTURER DETAILS FOR SPECIFIC PART ORDERING. 12' -0" QUICK -V SECTOR FRAME NOT USED AT &T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 0. BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RLF 1 12/21/2015 PER COMMENTS 0 12/03/2015 ISSUED FOR CONSTRUCTION REV DATE I DESCRIPTION I H NO SCALE 5 12/21/2015 IT IS A MOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOTTER THIS DOCUMENT. MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C /4C LTE SHEET TITLE TOWER EQUIPMENT DETAILS SHEET NUMBER T -4 NO SCALE $ PART 1 - GENERAL 1.1 SCOPE: A. PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ITEMS AS SHOWN ON THE DRAWINGS OR REQUIRED BY OTHER SECTIONS OF THESE SPECIFICATIONS. 1.2 REFERENCES: A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION (13TH EDITION), ALLOWABLE STRESS DESIGN (ASD). B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). ASTM A36: STRUCTURAL STEEL ASTM A53: PIPE, STEEL BLACK AND HOT DIPPED, ZINC- COATED WELDED AND SEAMLESS. ASTM A108: STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY. ASTM A123: ZINC (HOT- DIPPED GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM A307: CARBON STEEL BOLTS AND STUDS, 60,000 PSI TENSILE STRENGTH. ASTM A325: HIGH - STRENGTH BOLT FOR STRUCTURAL STEEL JOINTS. ASTM A490: HEAT - TREATED, STRUCTURAL STEEL BOLTS, 150 (KSI) (1035MPA) TENSILE STRENGTH. ASTM A500: COLD- FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SHAPES. ASTM A563: CARBON AND ALLOY STEEL NUTS. ASTM 8695: COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL. ASTM F436: HARDENED STEEL WASHERS. ASTM F959: COMPRESSIBLE - WASHER -TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL FASTENERS. C. AMERICAN WELDING SOCIETY (AWS): AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES. AWS A5.5: LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES. AWS D1.1: STRUCTURAL WELDING CODE - STEEL. D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 BOLTS OR ASTM A490 BOLTS" AS ENDORSED BY AISC. E. STEEL STRUCTURES PAINTING COUNCIL (SSPC): SSPC -SP3: POWER TOOL CLEANING. SSPC -PAINT 11: RED IRON OXIDE, ZINC CHROME, RAW LINSEED OIL OR ALKYD PAINT. 1.3 SUBMITTALS: A. SUBMIT THE FOLLOWING FOR APPROVAL: 1. FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND ALL TOP STEEL ELEVATIONS. B. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1. PART 2 - PRODUCTS 2.1 STRUCTURAL STEEL: A. SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM A36 AND ASTM A992. B. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B. 2.2 ANCHOR BOLTS: A. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS. 2.3 BOLTS: A. COMMON (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE COMMON BOLT ASSEMBLY SHALL CONSIST OF A BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER. B. HIGH STRENGTH BOLT SHALL CONFORM TO ASTM A325, ONE HIGH STRENGTH BOLT ASSEMBLY SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, A HARDENED WASHER CONFIRMING WITH ASTM F436 AND A DIRECT TENSION INDICATOR CONFORMING WITH STM F959. THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT TURNED IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS. 2.4 WELDING ELECTRODES: A. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE COMPATIBLE WITH THE WELDING PROCESS SELECTED. 2.5 PRIMER: A. PRIMER SHALL BE RED OXIDE - CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATION NO. 11. PART 3 - EXECUTION 3.1 FABRICATION: A. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN. 1. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC -ASD SPECIFICATION, AND AS INDICATED ON THE APPROVED SHOP DRAWINGS. 2. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM. 3. PROPERLY MARK AND MATCH -MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO LOCATION FOR WHICH INTENDED. 4. FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD HANDLING OF MATERIALS. 5. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS. 6. PROVIDE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINAL STRUCTURE FREE FROM MARKINGS, BURNS, AND OTHER DEFECTS. B. PROVIDE CONNECTIONS AS SPECIFIED HEREIN: 1. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. USE 3/4 INCH DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE. 2. INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS." 3. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF WELD, AND METHODS USED IN CORRECTING WELDED WORK. 4. THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT -UP OF WELDED CONNECTIONS. 5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 OF THE AISC -ASD SPECIFICATION. 6. GUSSET AND STIFFENER PLATES SHALL BE 3/8 INCH THICK MINIMUM. 3.2 PRIMING: A. STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. B. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFORM TO SSPC -SP3, "POWER TOOL CLEANING." C. SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE AS INCLUDED IN THE ASD MANUAL OF STEEL CONSTRUCTION. D. MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE, MANUFACTURER'S POT -LIFE REQUIREMENTS SHALL BE STRICTLY ADHERED TO. E. PRIMER SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER PRIMING SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES F. THE RELATIVE HUMIDITY IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS LESS THAN 5 DEGREES F ABOVE THE DEW POINT. F. GENERALLY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE RESTRICTED TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN. G. PRIMER SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY OR OTHER BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND THE AREA RE- COATED. SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, CORNERS, EDGES, ETC., TO OBTAIN THE REQUIRED NOMINAL FILM THICKNESS. H. THE DRY FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILS. I. IF THE PRIMER IS DAMAGED BY WELDING OR PHYSICAL ABUSE, THE AREA SHALL BE TOUCHED -UP AND REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE APPLIED PRIMER WITH MINIMUM DRY FILM THICKNESS OF 1.5 MILS. 3.3 INSTALLATION: A. INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH AISC "CODE OF STANDARD PRACTICE." B. STRUCTURAL FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC PROCESS. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1. C. PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO ELEVATOR SHAFT WALLS AND OTHER IN -PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY FOR PRESETTING BOLTS AND ANCHORS TO ACCURATE LOCATIONS. D. SPLICE MEMBERS ONLY WHERE INDICATED ON THE DRAWINGS. E. ANY GAS CUTTING TORCHES HAVE TO BE APPROVED IN WRITING BY THE PROJECT STRUCTURAL ENGINEER. F. PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED LOADS. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE AND THE FINAL CONNECTIONS HAVE BEEN MADE. G. ALIGN AND ADJUST MEMBERS, AND OTHER SURFACES WHICH WILL BE IN PERMANENT CONTACT, BEFORE ASSEMBLY. H. HIGH - STRENGTH BOLTS AS A MINIMUM, SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED IN THE LATEST AISC SPECIFICATION. ALL HIGH - STRENGTH BOLTS SPECIFIED ON THE DESIGN DRAWINGS TO BE USED IN PRETENSIONED OR SLIP- CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT TENSION NOT LESS THAN THAT GIVEN IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE FOLLOWING METHODS: TURN -OF NUT METHOD, A DIRECT - TENSION - INDICATOR, TWIST -OFF -TYPE TENSION - CONTROL BOLT, CALIBRATED WRENCH, OR ALTERNATIVE DESIGN BOLT. TOWER SECTION NOTES AT&T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 m BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RLF 1 12/21/2015 PER COMMENTS 1 12/03/2015 ISSUED FOR CONSTRUCTION REV I DATE I DESCRIPTION H 12/21/2015 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C /4C LTE SHEET TITLE TOWER SECTION NOTES SHEET NUMBER T -5 TOWER ANTENNA EQUIPMENT GROUNDING ONE -LINE NO SCALE ■ EXOTHERMIC CONNECTION I GROUND ROD TEST GROUND ROD WITH ■ MECHANICAL CONNECTION II T INSPECTION SLEEVE LEGEND 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN COMPLIANCE WITH NEC SECTION 250 AND AT &T GROUNDING AND BONDING REQUIREMENTS (ATT —TP- 76416) AND MANUFACTURER'S SPECIFICATIONS. 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. 4. FOR ALCATEL— LUCENT 850 AND 1900 RRH's, TWO GROUNDS ARE REQUIRED (TOP AND NOTES OA EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL OR FOOTING. (ATT —TP -76416 2.2.3.5/7.5.1) TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND B AN ANTENNA TOWER'S LEGS, AND /OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. (ATT —TP -76416 7.5.1) OC INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE PERIMETER OF THE EQUIPMENT AREA. ALL NON — TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN INSULATED CONDUCTOR. (ATT —TP -76416 7.6.4) OBOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE BUILDING. (ATT —TP -76416 7.5.2.2) OGROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 5/8" DIAMETER BY EIGHT FEET LONG. ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. (ATT —TP -76416 1.4 / 2.2.3.10) F CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. (ATT —TP -76416 7.6.7) OHATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS. WHEN A HATCH —PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH —PLATE AND TO THE INTERIOR GROUND RING USING TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS. H EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE. (ATT —TP -76416 7.6.7.2) OJ TOWER EXIT GROUND BAR: #2 AWG SOLID TINNED COPPER BOND TO THE TOWER GROUND RING. (ATT —TP -76416 7.5.5) K TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR AND EXTERIOR GROUND RING. (ATT —TP -76416 7.6.8) L FRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. BOND THE FRAME GROUND BUS TO THE "I" SECTION OF THE CELL REFERENCE GROUND BAR. (ATT —TP -76416 7.8) M INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITHIN THE AREA OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE INTERIOR GROUND RING. (ATT —TP -76416 7.12.3.1) ON FENCE -Al GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH GATE POST AND ACROSS GATE OPENINGS. (ATT —TP -76416 7.12.2.2) OEXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE DEER, SHALL BE BONDED TO THE EXTERIOR GROUND RING. (ATT —TP -76416 7.12.2) OQ ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. (ATT —TP -76416 7.4.2.6) ODURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICES CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR (CRGB) PER TP76300 SECTION H 6 AND TP76416 FIGURE 7 -11 REQUIREMENTS. GROUNDING KEY NOTES AT&T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 m BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RLF 1 112/21/20151 PER COMMENTS 0 112/03/20151 ISSUED FOR CONSTRUCTION REV I DATE I DESCRIPTION 12/21/2015 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C/4C LTE SHEET TITLE ANTENNA GROUNDING PLAN SHEET NUMBER E -1 INSPECTION WINDOW IN BARREL, REQUIRED FOR ALL INTERIOR TWO -HOLE BUTNER, N.C. CLEAR HEAT SHRINK CONNECTORS PART NUMBER DESCRIPTION CONNECTORS MNL01136 CONDUCTOR INSULATION TO BUTT UP EXTERNAL TOOTHED O AGAINST THE CONNECTOR BARREL 3/8 "0x1 1/2" S/S NUT GROUND BAR CLEAR HEAT SHRINK S/S LOCK a OR A.L.T 382227 (1/4" x 4° x 20) WASHER - A -6056 S /S FLAT JJJl� LABEL WASHER BRACKET 2 COPPER _ TINNED INSULATORS O4 GROUND BAR GROUND 3012 -1 / / 11�� LABEL ------------ 1/16" MINIMUM SPACING I I S/S FLAT WASHER S/S BOLT (1 OF 2) Do Nor CT "DO NOT DISCONNECT" TAG ON ALL GROUN NOTES DISCONNE INTE CON CTS AND D BAR EQUALIZERS 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." THE CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ( °P° °A ", "I ") WITH 1° HIGH LETTERS. 3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18 -8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI - OXIDANT COMPOUND BEFORE MATING. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI - OXIDANT COMPOUND BEFORE MATING. 5. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUND BUS 6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT- SHRINKING TUBE, 600 VOLT INSULATION, ON ALL GROUND TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 7. SUPPLIED AND INSTALLED BY CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 9. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). 10. BOLTS SHALL BE MADE "SNUG- TIGHT" PLUS 1/4 TURN. INTERIOR TWO HOLE LUG DETAIL NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. NO REQUIRED PART NUMBER DESCRIPTION CONNECTORS MNL01136 CONDUCTOR INSULATION TO GALVANIZED STEEL O 1 HAGAR TGBI- 14420C GROUND BAR CONNECTOR BARREL 3/8 "0x1 1/2" OR A.L.T 382227 (1/4" x 4° x 20) O2 2 A -6056 WALL MOUNTING E -2 S/S LOCK BRACKET O3 2 3061 -4 INSULATORS O4 2 3012 -1 5/8 °- 11x1" H.H.C.S. BOLTS OS 4 3015 -8 5/8" LOCKWASHER * HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 07/16" 2 4 1 o 0 ° r0000 o 0 ° Po ° ° 0 ° 0 0 a NOTE 2) NOTE 1) NO SCALE 1 1 EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION SECTION "P" - SURGE PROTECTORS (EC) CELL REFERENCE GROUND BAR (IF COLLOCATED) (EC) GENERATOR FRAMEWORK (IF AVAILABLE) ( #2 AWG) (EC) TELCO GROUND BAR ( #2 AWG) (EC) COMMERCIAL POWER COMMON NEUTRAL /GROUND BOND (3/0) (EC) FIBER GROUND BAR ( #2 AWG) (EC) POWER ROOM REFERENCE GROUND BAR ( #2 AWG) (AT &T) RECTIFIER FRAMES SECTION "A" - SURGE ABSORBERS (EC) INTERIOR GROUND RING ( #2 AWG) (EC) EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) ( #2 AWG) (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) (1/0 AWG) (EC) BUILDING STEEL (IF AVAILABLE) (1/0 AWG) SECTION "I" - ISOLATED GROUND ZONE (AT &T) ALL ISOLATED GROUND REFERENCE (AT &T) GROUND WINDOW BAR DETAIL NOTES 1. EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. THE INSTALLER SHALL USE PERMANENT MARKER TO DRAW THE LIKE BETWEEN SECTION AND LABEL EACH SECTION ("P ", "A ", "I" WITH 1" HIGH LETTERS REFERENCE GROUNDING BAR DETAIL CLOSED BARREL, FOR BLACK HEAT SHRINK UV RATED ALL EXTERIOR TWO -HOLE THWN -2 INSULATION GROUNDED TO GROUND BAR MONTICELLO 1900 CONNECTORS MNL01136 CONDUCTOR INSULATION TO EXTERNAL TOOTHED BUTT UP AGAINST THE 3C /4C LTE CONNECTOR BARREL 3/8 "0x1 1/2" SHEET TITLE GROUNDING DETAILS CLEAR HEAT SHRINK S/S NUT — E -2 S/S LOCK NO SCALE WASHER S/S FLAT JJJl� LABEL WASHER - TINNED COPPER -- - - - - - -- GROUND BAR n /, LABEL 1/16" MINIMUM SPACING S/S FLAT WASHER S/S BOLT (1 OF 2) CD.00 NT "DO NOT DISCONNECT" ONNECT TAG ON ALL GROUND BAR INTERCONNECTS AND NOTES EQUALIZERS 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." THE CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ( "P ", °A ", "I ") WITH 1" HIGH LETTERS. 3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18 -8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI - OXIDANT COMPOUND BEFORE MATING. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI - OXIDANT COMPOUND BEFORE MATING. 5. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUND BUS. 6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT- SHRINKING TUBE, 600 VOLT INSULATION, ON ALL GROUND TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 7. SUPPLIED AND INSTALLED BY CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 9. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). 10. BOLTS SHALL BE MADE "SNUG- TIGHT" PLUS 1/4 TURN. GROUND BAR ON WALL OR FLOOR #4 OR #6 AWG STRANDED CU CONDUCTOR WITH GREEN, 60OV, THWN -2 INSULATION RIOR TWO HOLE LUG DETAIL 1/16" (2) TWO EXOTHERMIC TO BE USED — WITH #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR, EXOTHERMIC WELD TO BURIED GROUND RING AND GROUND BAR PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END— No SCALE I 3 I GROUNDING BAR DETAIL I NO SCALE a s 12" n ANTENNA CABLE } WEATHERPROOFING KIT CABLE GROUND KIT 4 I CONNECTION OF CABLE GROUNDING KIT TO ANTENNA CABLE NO SCALE 1 2 AT&T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 0. BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RILE 1 12/21/2015 PER COMMENTS 0 12/03/2015 ISSUED FOR CONSTRUCTION REV I DATE I DESCRIPTION H 12/21/2015 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 60OV, THWN -2 INSULATION GROUNDED TO GROUND BAR MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C /4C LTE SHEET TITLE GROUNDING DETAILS SHEET NUMBER E -2 NO SCALE 5 PART 1 - GENERAL 1.1 GENERAL CONDITIONS: A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. ANSI /IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES INC.) B. AT &T GROUNDING AND BONDING STANDARDS TP -76416 1.4 SCOPE OF WORK A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL. B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFILLING, AND REMOVAL OF EXCESS DIRT. D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. E. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. PART 2 - PRODUCTS 2.1 GENERAL: A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS. B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION. 2.2 MATERIALS AND EQUIPMENT: A. CONDUIT: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT- DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. 2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTALL USING SOLVENT- CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. CONDUCTORS AND CABLE: 1. CONDUCTORS AND CABLE SHALL BE FLAME - RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN -2, 600 VOLT, SIZE AS INDICATED, #12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 2. #10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND #8 AWG AND LARGER CONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAIN- RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, J- BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY, OR APPROVED EQUAL). C. DISCONNECT SWITCHES: 1. DISCONNECT SWITCHES SHALL BE HEAVY DUN, DEAD - FRONT, QUICK -MAKE, QUICK - BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE -D OR ENGINEER APPROVED EQUAL. D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMICALLY WELDED PIGTAIL, PROTECTIVE BOXES, AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE AT GROUNDING ROD TYPES K2 -( *)CS OR K2L -( *)CS ( *) LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON- TRAFFIC APPLICATIONS, INCLUDING BOLT DOWN FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL ////XB -22. ALL DISCONNECT SWITCHES AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICISID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BARE, SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. 3. CONNECTORS SHALL BE HIGH - CONDUCTIVITY, HEAVY DUN, LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS. INTERIOR CONNECTIONS USE TWO -HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH- STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5/8 "x10' -0 ". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT &T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 - EXECUTION 3.1 GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LABOR AND WORKMANSHIP: A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN -LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER- FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A. CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE. 2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS, RMC OTHERWISE NOTED. EMT MAY BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 3. INSTALL SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL OTHER NON- TRAFFIC APPLICATIONS (REFER TO 2008 NEC, TABLE 300.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. 5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER- BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. B. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND /OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. B. CONDUCTORS AND CABLE: 1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: DESCRIPTION 208/240/120 VOLT SYSTEMS PHASE A B PHASE B RED PHASE C BLUE NEUTRAL WHITE GROUNDING GREEN 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDUITS APPROVED FOR THIS PURPOSE. 3. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ELECTRICAL SECTION NOTES C. DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT &T GROUNDING AND BONDING STANDARDS TP- 76416, ND- 00135, AND THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND /OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN- POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. B. APPLY CORROSION - RESISTANT FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE KOPR- SHIELD ANTI- OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE #6 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE. 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6" BELOW FROST LINE, USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUNDING BAR AT THE BASE OF THE TOWER, A SECOND GROUNDING BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE GROUNDING KITS AND IN -LINE ARRESTORS. 16. CONTRACTOR SHALL REPAIR, AND /OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. 3.5 ACCEPTANCE TESTING: A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. B. WHEN MATERIAL AND /OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, THE NON - COMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON- COMPLIANCE. C. TEST PROCEDURES: 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING 1000V DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD 3 -POINT "FALL -OF- POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. AT&T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 m BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RLF 1 112/21/20151 PER COMMENTS 0 112/03/20151 ISSUED FOR CONSTRUCTION REV I DATE I DESCRIPTION H 12/21/2015 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOTTER THIS DOCUMENT. MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C/4C LTE SHEET TITLE ELECTRICAL SECTION NOTES SHEET NUMBER E -3 AB ANCHOR BOLT INT INTERIOR EXOTHERMIC CONNECTION ABV ABOVE LB(S) POUND(S) MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LF LINEAR FEET CHEMICAL ELECTROLYTIC GROUNDING SYSTEM ADDL ADDITIONAL MAS MASONRY AFF ABOVE FINISHED FLOOR MAX MAXIMUM AT&T TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM 14 AFG ABOVE FINISHED GRADE MB MACHINE BOLT MOBILITY EXOTHERMIC WITH INSPECTION SLEEVE O AIC AMPERAGE INTERRUPTION CAPACITY MECH MECHANICAL ALUM ALUMINUM MFR MANUFACTURER GROUNDING BAR ALT ALTERNATE MGB MASTER GROUND BAR 901 MARQUETTE AVENUE GROUND ROD I u ANT ANTENNA MIN MINIMUM MINNEAPOLIS, MN 55402 APPROX APPROXIMATE MISC MISCELLANEOUS TEST GROUND ROD WITH INSPECTION SLEEVE IF- I■I T ARCH ARCHITECTURAL MTL METAL ATS AUTOMATIC TRANSFER SWITCH MTS MANUAL TRANSFER SWITCH SINGLE POLE SWITCH AWG AMERICAN WIRE GAUGE MW MICROWAVE BATT BATTERY (N) NEW DUPLEX RECEPTACLE BLDG BUILDING NEC NATIONAL ELECTRIC CODE �LLI� BILK BLOCK NO.(#) NUMBER DUPLEX GFCI RECEPTACLE BLKG BLOCKING �lY NTS NOT TO SCALE 0 BM BEAM _ F _ OC ON CENTER J FLUORESCENT LIGHTING FIXTURE BTC BARE TINNED COPPER CONDUCTOR OPNG OPENING (2) TWO LAMPS 48 -T8 I F L_____J BOF BOTTOM OF FOOTING (P) PROPOSED BLACK &VEATCH CAB CABINET SMOKE DETECTION (DC) SD CANT CANTILEVERED P/C PRECAST CONCRETE PCs PERSONAL COMMUNICATION SERVICES BLACK & VEATCH CORPORATION CEC CALIFORNIA ELECTRIC CODE 10950 GRANDVIEW DRIVE CHG CHARGING PCU PRIMARY CONTROL UNIT OVERLAND PARK, KANSAS 66210 EMERGENCY LIGHTING (DC) PRC PRIMARY RADIO CABINET (913) 458 -2000 CLG CEILING SECURITY LIGHT W /PHOTOCELL LITHONIA ALXW CLR CLEAR PP POLARIZING PRESERVING LED- 1- 25A400/51 K -SR4- 120 - PE- DDBTXD O COL COLUMN PSF POUNDS PER SQUARE FOOT COMM COMMON PSI POUNDS PER SQUARE INCH PROJECT NO: 129041.8310 CHAINLINK FENCE x x x x CONC CONCRETE PT PRESSURE TREATED CONSTR CONSTRUCTION PWR POWER CABINET DRAWN BY: DMW WOOD/WROUGHT IRON FENCE z�0 DBL DOUBLE QTY QUANTITY CHECKED BY: RLF WALL STRUCTURE DC DIRECT CURRENT RAD RADIUS DEPT DEPARTMENT RECT RECTIFIER LEASE AREA _ — — — — — — — — — — — _ DF DOUGLAS FIR REF REFERENCE PROPERTY LINE (PL) - - - - - - DIA DIAMETER REINF REINFORCEMENT SETBACKS DIAG DIAGONAL REQ'D REQUIRED DIM DIMENSION RET REMOTE ELECTRIC TILT PROPOSED ICE BRIDGE DWG DRAWING RMC RIGID METALLIC CONDUIT PROPOSED CABLE TRAY DWL DOWEL RRH REMOTE RADIO HEAD (E) EXISTING RRU REMOTE RADIO UNIT WATER LINE W IN W W IN EA EACH RWY RACEWAY UNDERGROUND POWER UGP UGP UGP UGP EC ELECTRICAL CONDUCTOR SCH SCHEDULE 1 12/21/2015 PER COMMENTS 0 12/03/2015 ISSUED FOR CONSTRUCTION EL ELEVATION SHT SHEEP UNDERGROUND TELCO UGT UGT UGT UGT ELEC ELECTRICAL SIAD SMART INTEGRATED DEVICE REV DATE DESCRIPTION UNDERGROUND FIBER —UGF UGF UGF UGF EMT ELECTRICAL METALLIC TUBING SIM SIMILAR H ENG ENGINEER SPEC SPECIFICATION OVERHEAD POWER oHP oHP oHP DHP EQ EQUAL SO SQUARE OVERHEAD TELCO OHT OHT OHT OHT EXP EXPANSION SS STAINLESS STEEL EXT EXTERIOR STD STANDARD UNDERGROUND TELCO /POWER UGT /P — UGT /P — UGT /P — UGT /P — UGT /P FAB FABRICATION STL STEEL ABOVE GROUND POWER — AGP — AGP — AGP — AGP — AGP — AGP — FF FINISH FLOOR STRUCT STRUCTURAL ABOVE GROUND TELCO — AGT — AGT — AGT — AGT — AGT — AGT — FG FIF FINISH GRADE FACILITY INTERFACE FRAME TEMP THK TEMPORARY THICKNESS ABOVE GROUND TELCO /POWER AGT /P — AGT /P — AGT /P — AGT /P — AGT /P FIN FINISH(ED) TMA TOWER MOUNTED AMPLIFIER WORKPOINT FLR FLOOR TN TOA TOE NAIL TOP OF ANTENNA W P FDN FOC FOUNDATION FACE OF CONCRETE TOC TOP OF CURB SECTION REFERENCE XX FOM FACE OF MASONRY TOF TOP OF FOUNDATION 12/21/2015 X -X TOP TOP OF PLATE (PARAPET) DETAIL REFERENCE XX FOS FOW FACE OF STUD FACE OF WALL TOS TOP OF STEEL IT IS A VIOLATION OF LAW FOR ANY PERSON, X-X FS FINISH SURFACE TOW TOP OF WALL UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A L ENSEDPROFESSIONAL ENGINEER, FT FOOT TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM TOTTER THIS DOCUMENT. FTG FOOTING TYP TYPICAL GA GEN GAUGE GENERATOR UG UL UNDERGROUND UNDERWRITERS LABORATORY MONTICELLO 1900 GFCI GROUND FAULT CIRCUIT INTERRUPTER UNO UNLESS NOTED OTHERWISE MNL01 136 GLB GLUE LAMINATED BEAM UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS 61 1 1 WILDWOOD WAY GLV GALVANIZED SYSTEM MONTICELLO, MN 55362 GPS GLOBAL POSITIONING SYSTEM UPS UNINTERRUPTIBLE POWER SYSTEM 3C /4C LTE GND GROUND (DC POWER PLANT) GSM GLOBAL SYSTEM FOR MOBILE VIF VERIFIED IN FIELD SHEET TITLE HDR HEADER W WIDE HGR HANGER W/ WITH LEGEND AND HVAC HEAT/VENTILATION /AIR CONDITIONING WCS WIRELESS CALL SERVER ABBREVIATIONS HT HEIGHT WD WOOD IGR INTERIOR GROUND RING W.P. WORK POINT SHEET NUMBER IN INCH WP WEATHERPROOF WT WEIGHT I N -1 LEGEND ABBREVIATIONS NOT USED � -j GENERAL CONSTRUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - OVERLAND CONTRACTING INC. (B &V) CONTRACTOR: (CONSTRUCTION) OWNER - AT &T 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT &T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. S. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND /OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2 -A OT 2- A:10 -B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND /OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE - APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT &T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT &T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM /GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING ". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOUNTING 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA -222 OR APPLICABLE LOCAL CODES. 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS ", UNLESS NOTED OTHERWISE. 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC - COATING (HOT -DIP) ON IRON AND STEEL HARDWARE ", UNLESS NOTED OTHERWISE. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 6. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 7. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50 -OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. 8. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 5% AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE RFDS. REFER TO ND- 00246. 9. JUMPERS FROM THE TMAS MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 10. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT &T. 11. TMAs SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. TORQUE REQUIREMENTS 1. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 2. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. 3. ALL SM ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). 4. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 5. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 6. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18 -22 LB -FT (24.4 - 29.8 NM). 7. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15 -20 LB -IN (1.7 - 2.3 NM). FIBER & POWER CABLE MOUNTING 1. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 2. THE TYPE TC -ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC -ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE OF (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 3. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC -ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. COAXIAL CABLE NOTES 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 2. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 3. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND -00027 LATEST VERSION. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6' -0 ". 5. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4' -0" OC. 6. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 7. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT &T STANDARDS. 8. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMAs, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. GENERAL NOTES 9. CONTRACTOR SHALL PROVIDE STRAIN- RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN - RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 10. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH NEW SNAP IN HANGERS IF APPLICABLE. GENERAL CABLE AND EQUIPMENT NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 2. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 3. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS /DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION /ROUTING. 4. ALL OUTDOOR RF CONNECTORS /CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE -HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. 5. IF REQUIRED TO PAINT ANTENNAS AND /OR COAX: A. TEMPERATURE SHALL BE ABOVE 50' F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER /LANDLORD. C. FOR REGULATED TOWERS, FAA /FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 6. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200' -0 ", ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 7. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4' -0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 9. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. 10. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12' -0" STAND -OFF SECTOR ANTENNA MOUNT, OR 14' -16" PLATFORM WITH HANDRAIL, INCLUDING ALL HARDWARE AS REQUIRED AND NOTED ON DRAWINGS. AT&T MOBILITY 901 MARQUETTE AVENUE MINNEAPOLIS, MN 55402 m BLACK &VEATCH BLACK & VEATCH CORPORATION 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: 129041.8310 DRAWN BY: DMW CHECKED BY: RLF 1 112/21/20151 PER COMMENTS 0 112/03/20151 ISSUED FOR CONSTRUCTION REV I DATE I DESCRIPTION H 12/21/2015 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MONTICELLO 1900 MNL01136 6111 WILDWOOD WAY MONTICELLO, MN 55362 3C /4C LTE SHEET TITLE GENERAL NOTES SHEET NUMBER N -2 City Council Agenda — 2/22/16 2L. Consideration to adopt Resolution No. 2016 -010 anMroving an amendment to Conditional Use Permit for commercial lodging building addition in the B -3 (Highway Business) Zoning District as per Chapter 3.5(E) and Chapter 5.2(F)(8) of the Monticello Zoning Ordinance. Applicant: Seifert, Joe /Miller Architects & Builders (NAC) Property: Legal: PID: 155- 079 - 001030 Address: 89 Chelsea Road, Monticello, MN, 55362 Planning Case Number: 2016 -005 A. REFERENCE & BACKGROUND: Request(s): 1. Conditional Use Permit to allow hotel expansion (Commercial Lodging) including CUP for use and height. Deadline for Decision: March 11th, 2016 Land Use Designation: Places to Shop Zoning Designation: B -3, Highway Business District The purpose of the "B -3" (highway business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities. Overlays /Environmental Freeway Bonus Sign District Regulations Applicable: Current Site Use: Hotel / Commercial Surrounding Land Uses: North: Places to Shop (Motel) East: Places to Shop (Former Bowling Alley) South: Places to Shop (Vacant) West: Places to Shop (Hotel) City Council Agenda — 2/22/16 Project Description: The applicant proposes to add 21 rooms to an existing hotel. The expansion will include three stories with 7 rooms on each floor. The project received a variance to encroach into the 20 -foot side yard setback from the Planning Commission (acting as the Board of Adjustment and Appeals) at its February 2nd meeting. The building expansion has two corners that will be 17 feet 7 inches and 18 feet 1 inch. The applicant seeks approval of a conditional use permit to allow for a hotel in the B -3 zoning district. By code, a hotel (commercial lodging) is allowed with a conditional use permit in the B -3 district. In addition, the height of the expansion area, at three stories, requires a conditional use permit. ANALYSIS Conditional Use Permit. In the B -3, Highway Business District, hotels are listed as Conditional Uses in the B- 3 District. The proposed hotel expansion would be a reasonably expected use in a business district. In this case, a hotel is already in operation on the site. The use is compatible with the surrounding area which includes two other hotel uses, restaurants, and a banquet hall. In addition, the Zoning Ordinance identifies the following special requirements for "Commercial Lodging ": Commercial Lodging (a) All hotels and motels shall adhere to the following: (i) A hotel or motel shall have its principal frontage, access, and orientation direction on an arterial street or collector street. (ii) Vehicular access from a local residential street is prohibited. (iii) No more than one security or caretakers quarters may be provided on the site, and such quarters shall be integrated into the building's design. The facility in question has its frontage and access on Chelsea Road, a major east - west collector route. The hotel expansion is to the east side of the property. The existing hotel is three stories tall with 51 rooms. The proposed expansion would continue the third story, and include an overall renovation of the exterior of the building. 2 City Council Agenda — 2/22/16 When the facility was initially constructed, no CUP was necessary under the zoning ordinance at the time. However, a CUP was approved and is in place for the shared access /parking configuration with the adjacent property. The current regulations changed commercial lodging to a conditional use in the B -3, and added a CUP provision for buildings exceeding the standard allowed height of two stories. Parking. The site currently has 89 parking stalls and will remain the same after the expansion of the building. The parking supply includes a row of parking accessible from a shared driveway to the northwest of the building that will remain in place as part of the expansion project. The zoning ordinance applies a parking standard of one space for each unit, plus one space for each ten units, plus one space on the maximum shift. For a facility of 72 units, this would result in a standard of 79 spaces for the room count, plus the shift requirement. The existing supply of 89 spaces will accommodate that standard without requiring additional parking to serve the facility. Site Landscaping and Lighting. The applicant has proposed landscaping around the new part of the building on the east side of the site. The plan consists of deciduous shrubs and coniferous shrubs both existing and new including the relocation of some plantings. The total number of shrubs meets the requirements of the code. In addition, the lighting photometric plan indicates compliance with the requirements of the zoning ordinance. The applicants will be required to verify compliance with all related standards, including light source, at the time of building permit application. Siege. The site plan shows the existing wall sign on the front of the building will remain the same. There are also two directional signs on site that are not shown in the building plans. Presumably, the directional signs are to remain, the applicant shall confirm this. The facility also includes an existing freestanding sign identifying the site, which is not proposed to change. All signage on the property as shown is compliant with existing sign regulations. Any sign changes would be required to meet the City's sign regulations in Section 4.5 of the zoning ordinance. Planning Commission Recommendation - CUP The Planning Commission reviewed the Conditional Use Permit request at a public hearing on February 2" d, 2016. The Commission discussed the surrounding land uses, and the site on which the CUP was proposed. The Commission also sought clarification from staff on the parking and access conditions on the site. There was nobody from the general public to speak at the hearing. After closing the hearing and considering the proposal, the Planning Commission voted unanimously 3 -0 to recommend approval of the Conditional Use Permit as requested (see below for discussion related to the variance approved for the side yard setback). 3 City Council Agenda — 2/22/16 Variance to side yard setback. As noted above, the Planning Commission approved a variance to the side yard setback abutting a right of way. The vote was unanimous. The variance request was to encroach into the side yard setback on the eastern part of the property. The required setback is 20 feet from a public right -of -way. Currently, the ROW in this area contains a pedestrian path that connects the Oakwood Drive cul -de -sac to Chelsea Road. The variance would encroach into the required setback at the two corners of the building, with the proposed encroachment leaving a setback of just over 17 feet. The street formerly within the Oakwood Drive right of way was removed several years ago as a part of reconstruction of Chelsea Road and the realignment of the Chelsea/Oakwood intersection. With that project, there does not appear to be any likelihood of a need to re- construct street in the right of way. The right of way was retained, however, since there are utilities and the pathway noted above that still exist in that space. The expansion resulting in the variance request does not encroach into the nearby utility and drainage easement. However, the site plan shows an underground phone line running where the building expansion is scheduled. Staff recommends this phone line be relocated inside the utility easement. But for the existence of the right of way, the required setback would be 10 feet from this property line. The Planning Commission found the variance request to be a reasonable one, given the unique conditions on the site (the right of way without a fully improved street) and the minimal degree of encroachment proposed. With the approval of the variance, the Conditional Use Permit was found to be fully in conformance with the applicable requirements for such requests. B. ALTERNATIVE ACTIONS: The Planning Commission recommends alternative 1 below. 1. Motion to adopt Resolution No. 2016 -010 approving the Conditional Use Permit for hotel building expansion, based on findings stated in the resolution, and the Conditions listed in Exhibit Z of this report. 2. Motion to deny adoption of Resolution No. 2016 -010, based on findings identified by the City Council. 3. Motion of other. L, City Council Agenda — 2/22/16 C. STAFF RECOMMENDATION: Staff recommends adoption of the Resolution No. 2016 -010. The resolution supports the approval of the Conditional Use Permit, with the conditions identified in Exhibit Z. As noted, the expansion represents a reasonable and expected use of the subject property, and can be accommodated with the existing improvements, both private and public. D. SUPPORTING DATA: • Exhibit Z — Conditions of Approval • Resolution No. 2016 -010 • Variance Resolution No. PC- 2016 -002 • Conditional Use Permit Resolution No. PC- 2016 -003 • Applicant Narrative • Certificate of Survey • Colored Building Elevations • Landscape Plan • Site Plan • Floor Plans • Building Elevations • Civil Plan Title Sheet • Erosion Control Details • Existing Conditions & Removals • Site & Grading Plan • Erosion Control Plan • Photometric Plan 5 City Council Agenda — 2/22/16 EXHIBIT Z Variance, Conditional Use Permit, SILVER FOX Lot -3 Block -1 (as platted) 1. The underground phone line be relocated to the utility / drainage easement on the eastern part of the property. 2. Compliance with the conditions identified by the City Engineer. G CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016 -010 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A CONDITIONAL USE PERMIT FOR AN EXPANSION OF A HOTEL ON THE FOLLOWING PARCEL: LOT 3, BLOCK 1, SILVER FOX ADDITION WHEREAS, Applicants, on behalf of the Best Western Hotel, have submitted an application for approval of a Conditional Use Permit to expand an existing three story hotel facility; and WHEREAS, the property in question is guided for commercial uses under the "Places to Shop" category in the Monticello Comprehensive Plan; and WHEREAS, the property in question will be zoned B -3, Highway Commercial according to the official Monticello zoning map and ordinance; and WHEREAS, the proposed project is consistent with the requirements of the zoning ordinance for the intended use; and WHEREAS, the Planning Commission granted a variance allowing a reduced setback from the east right of way line to accommodate the plan and the Conditional Use Permit; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan; and WHEREAS, the Planning Commission held a public hearing on February 2, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The property is guided for commercial uses, consistent with the proposed use and zoning. 2. The use meets the performance requirements for hotels as identified by the Planning Commission's findings and approval of variance. 3. The existing parking and site improvements, with additions specified in the plans and application, are sufficient to serve the property. 4. The use will not overburden the City's street or utility services. 5. The use will not create undue levels of traffic or other negative impacts. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Conditional Use Permit for a three story hotel expansion as recommended by the Planning Commission, subject to the conditions identified in Exhibit Z of the applicable staff report, and as identified below: 1. The underground phone line be relocated to the utility / drainage easement on the eastern part of the property. 2. Compliance with the conditions identified by the City Engineer. ADOPTED this 22nd day of February, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -002 APPROVING A VARIANCE TO THE REQUIRED SIDE YARD SETBACK TO ALLOW THE EXPANSION OF AN EXISTING COMMERCIAL LODGING FACILITY WHEREAS, the applicant operates an existing hotel at 89 Chelsea Road West, legally described as Lot 3, Block 1, Silver Fox; and WHEREAS, the subject property is zoned B -3, Highway Business District, in which commercial lodging establishments are allowed by Conditional Use Permit; and WHEREAS, the applicant proposes to expand the existing hotel to add 21 rooms, and renovate the existing structure; and WHEREAS, the proposed expansion will encroach into the required side yard setback adjacent to a public street, requiring a variance; and WHEREAS, the proposed encroachment will be less than three (3) feet into a required setback of 20 feet; and WHEREAS, the expansion will otherwise be consistent with the improvements currently on the property; and WHEREAS, the proposed land use is a reasonable use of the subject property, consistent with the land uses in the area, including other commercial lodging establishments; and WHEREAS, the right of way adjacent to the side yard has public utilities and other improvements, but no public street; and WHEREAS, the City does not expect the need for public street improvements within the subject right of way for the foreseeable future; and WHEREAS, the Planning Commission held a public hearing to consider the matter at its regular meeting on February 2nd, 2016 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -002 WHEREAS, the Planning Commission of the City of Monticello snakes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed expansion is consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed use is reasonable, given the conditions in the area, and on the subject property. 3. There are practical difficulties in using the lot as proposed without approval of the proposed variance. 4. The proposed expansion will meet the requirements of the Monticello Zoning Ordinance for consideration of the proposed setback variance. 5. The proposed expansion will not create undue burdens on public systems, including streets and utilities. 6. The proposed use will not create substantial impacts on neighboring land uses that are not within the expectations of the current zoning allowances. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, sitting as the Board of Adjustment and Appeals, Minnesota that the proposed Variance amendment is hereby approved. ADOPTED this 2nd day of February, 2016, by the Planning Commission of the City of Monticello, Minnesota. 2 01 re CITE' OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -002 Angela Schumann, Community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -003 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT TO ALLOW THE EXPANSION OF AN EXISTING COMMERCIAL LODGING FACILITY OF THREE STORE ES IN HEIGHT WHEREAS, the applicant operates an existing hotel at 89 Chelsea Road West, legally described as Lot 3, Block 1, Silver Fox; and WHEREAS, the subject property is zoned B -3, Highway Business District, in which commercial lodging establishments are allowed by Conditional Use Permit; and WHEREAS, the applicant proposes to expand the existing hotel to add 21 rooms, and renovate the existing structure; and WHEREAS, the proposed expansion will, pending approval of a proposed setback variance, meet the zoning requirements of the Monticello Zoning Ordinance; and WHEREAS, the height of the building, at three stories, also requires approval of a Conditional Use Permit; and WHEREAS, the expansion, including the third story, will be consistent with the improvements currently on the property; and WHEREAS, the proposed land use is consistent with the land uses in the area, including other commercial lodging establishments; and WHEREAS, the Planning Commission held a public hearing to consider the matter at its regular meeting on February 2" d, 2016 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed amendment is consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed amendment will meet the requirements of the Monticello Zoning Ordinance, subject to consideration of the proposed setback variance, including parking, supply. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -003 3. The proposed amendment will not create undue burdens on public systems, including streets and utilities. 4. The proposed amendment will not create substantial impacts on neighboring land uses that are not within the expectations of the current zoning allowances. NOW, THEREFORE, RE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota that the proposed Conditional Use Permit amendment is hereby recommended for approval. ADOPTED this 2nd day of February, 2016, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION ATTEST: 00/ Angela Schlm)uoomrnunity Development Director 2 gg ARCHITECTS & BUILDERS Development i Architectural Design I Construction Services Project Narrative Best Western - Chelsea Hotel Monticello, MN January 4, 2016 The existing three story, wood frame, slab -on -grade has 52 rooms and sits on 1.99 acres of land at 89 Chelsea Road in Monticello, Minnesota. The hotel currently has 55 parking stalls on the property and 40 parking stalls on adjacent cross drive easement property. No changes are required to the existing parking lot. The proposed project is a 9,693 square foot addition consisting of 21 rooms between three floors to be connected to the existing building on the east side of the buildings. Interior remodeling of the existing building will consist of relocating the exercise room to an existing guest room, which will reduce the total number of existing guest rooms to 51. The total guest room count will be 72 with the additional proposed rooms. The existing breakfast area and pantry will be remodeled and enlarged to serve the additional room. The exterior wall finishes of the proposed addition will be an acrylic stucco finish to match the existing and the existing wall finishes will be recoated to blend in with the new finishes. Cultured stone veneer wall finishes will be added to the existing entry canopy and main entrance. The renovation and addition of 20 guest rooms is needed to help serve Monticello's growing need, based on current market studies, which have concluded that there is a lack of upper mid - scale hotel rooms in the area. The proximity of the industrial park makes this addition ideal for the convenience of the local businesses. The project is located within the B -3 (highway business) zoning district, which allows hotels under a conditional use status. The addition also will require the approval of a variance to modify the existing side yard street building set back from 20' to 15'. Oakwood Drive has been abandoned in this area but the right of way remains. CERTIFICA,7E OFSURVEY SANITARY E "2 V. L — — —. — — — — — — — — — — — — — — — — — — — — / BLOCK ' 1 POINT / / / \\ �\ •� AV �° CATCH BA51N INViINABLE To oP"eN\ MINNIE � CATCH BASIN IN M,1V:95� \ R AT BASIN' - i INV: 9b6:6 i ps SANITARY MANHOLE \ RIM: 962.76 - L iA�/ \ \\ O\ \ Y \\ : \ INV: 940.31 1 / STORM MANHOLE =1 INV:962J2 INV:956 ] � \ / u \� • S I L V E Al GU PSTER PDX I V 1 h CATCH BASIN--_ CULVERT A RON - �. �INV:96S.59 \ - RIM:959 76 INV:957.00 / � B9 CHELSEA ROAD � A �-p �� 1 •� va �.A - I EXISTING BUILDING \ / FFE =962 61 90 � ` ��6 � .- . AA_ r _ 3 5 ,, BLOCK \ \ \ r < .•.�.. I I I I' I I I �_ � V auILDINC :. _ LIGHT �.'. IUCHT. .I CANOPY FLAG POLE FLAG POLE / i�b� \ ' �I \\ OO• J LIGHT MAILBO% I I �° 2 � �PIILAR (TYP) I. I. CATCH 9 BASIN IN ';959.95 INV; 967 25 I � CATCH BASIN a �u`� �I / RIM: 959.fi0.. INV: 956:05 {_ v —_.._ - - =_r h —• -1I _. r .— _.. -. i1 ��( 1/ - �1�. f'-/, { �� j ° \ / \ r / — T �. 7.,,;� S88'47'33 ' W 497.41 _ _ - -____ VGT \ UGF— UGT UGT -UGT \ — I — G_ UGT- -UGT VGF� VGT . UGT - BENCHMARK -__ L -. -- -- - - -' "— - TOP NUT HYDRANT - - ELEV: 964.15 r; ORIENTATION OF THIS BEARING SYSTEM IS BASED ON AN ASSUMED DATUM. (xxx) = DENOTES RECORD • = DENOTES FOUND IRON MONUMENT O = DENOTES 112 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SETAND MARKED RLS# 45352 X = DENOTES FOUND PK NAIL X 1 L — ONTICELL (b 0 30' 60' SURVEYOR'S NOTES: 1. The locations of the existing utilities shown hereon are approximate. They have been plotted from available surveys and /or records. Location and sizes of underground utilities may vary from locations shown. The contractor is responsible to ensure that any existing utilities (shown or not shown) are not damaged during construction. Gopher State One Ticket # 153481037. Gopher State One Call: 1- 800 - 252 -1166. LEGAL DESCRIPTION (AS PROVIDED BY CLIENT): Lot 3, Block One, SILVER FOX, according to the recorded plat thereof, Wright County, Minnesota. LEGEND HYDRANT \� SANITARY MANHOLE IX] GATE VALVE POWER POLE LIGHT POLE CATCH BASIN — SIGN >� DECIDUOUS TREE -� I CONIFEROUS TREE SHRUB ® PEDESTAL GUY WIRE ED BOLLARD L POWER BOX -❑ FENCE L STORM SEWER LINE —> —SANITARY SEWER LINE WATERMAIN one-- OVERHEAD ELECTRIC - -UGT UNDERGROUND TELEPHONE —FO UNDERGROUND FIBER —UGE UNDERGROUND ELECTRIC - -- -GAS UNDERGROUND GAS LINE / / / / / / / /// BUILDING — — EASEMENT LINE —RIGHT OF WAY LINE CONCRETE PAVEMENT D BITUMINOUS PAVEMENT DLANDSCAPING (b 0 30' 60' SURVEYOR'S NOTES: 1. The locations of the existing utilities shown hereon are approximate. They have been plotted from available surveys and /or records. Location and sizes of underground utilities may vary from locations shown. The contractor is responsible to ensure that any existing utilities (shown or not shown) are not damaged during construction. Gopher State One Ticket # 153481037. Gopher State One Call: 1- 800 - 252 -1166. LEGAL DESCRIPTION (AS PROVIDED BY CLIENT): Lot 3, Block One, SILVER FOX, according to the recorded plat thereof, Wright County, Minnesota. GENERAL NOTE: A) VERIFY EXISTING TREE LOCATIONS AND QUANTITIES TO REMAIN, AND ADJUST PLANTING SCHEDULE ACCORDINGLY, TO BE APPROVED BY CITY. B) ALL LANDSCAPED AREAS TO BE IRRIGATED. EQUIPMENT TO HAVE BACK FLOW PREVENTION DEVICE AND RAIN SENSOR DEVICE. VERIFY W/ G.C. C) ALL LANDSCAPED AREAS WITHOUT ROCK /CEDAR MULCH TO HAVE SOD OR SEED. VERIFY W/ G.C. � D) PLANTING DEPTH OF ALL MATERIALS SHALL BE SUCH THAT THE ROOT FLAIR IS AT FINISHED GRADE. / E) — LANDSCAPE FL ,4N NUMBER NOTES ' I. LANDSCAPE CLOTH, W/ CEDAR MULCH (MATCH EXISTING) THIS AREA SHOWN HATCHED. / 2. AREA TO BE SEED / SODDED. / 3. PLASTIC EDGING TO MATCH EXISTING DISTANCE FROM BUILDING. 4. EXISTING SHRUB TO BE RELOCATED, SHOWN DASHED. SEE NOTE sty. � S. RELOCATED EXISTING SHRUB. \ , , , , tr � ` N L(1 / / / 4 i -ti l�S / / p �/S r EXISTING SIDEWALK u , \ w LLI ` O CL cn °�° 8 J COLD MOUND SPIREA Splraea bumalda 'goldmound' 24" — POTTED 5 GAL. CONTAINER ac x (.0 8 K 0 NINEBARK SUMMER WINE Physocarpus opullfollus 24" — POTTED 5 GAL. CONTAINER o L COMPACT PJM RHODODENDRON Splraea bumalda 'goldmound' 24" — POTTED 5 GAL. CONTAINER U 0 7 M MISS KIM LILAC syringa pantula 'mess klm' 24" — POTTED 5 GAL. CONTAINER 30 TOTAL DECIDUOUS SHRUBS PROVIDED 30 SHRUBS REQUIRED PER BUILDING PERIMETER 152' -4" LINEAR FEET / 10 X 4) / 2 om 15 N SAVIN JUNIPER Junlperus sabina 24 — POTTED 5 GAL. CONTAINER %=: I6 P GOLDEN ARBORVITAE Thu,la occldentalls aurea 24 — POTTED 5 GAL. CONTAINER "' 31 TOTAL EVERGREEN SHRUBS PROVIDED 31 SHRUBS REQUIRED PER BUILDING PERIMETER (152' -4" LINEAR FEET / 10 X 4) / 2 Q y� \rye 4 EXISTING REFUSE yv \ F EXISTING SIDEWALK CHELSEA ROAD EXISTING SIDEWALK - L4NDSCAFE FLAN SCALE: I" = 30' -0" po O U (n r� O __jJ Li 0 Ld O J / / / / / / / / i k to EXISTING SIDEWALK \ \ \ / �U�% Q� u g� , vY \ CHELSEA ROAD \ EXISTING SIDEWALK SITE FLAN SCALE: I" = 30' -0" y. O O (n M O W J Li 0 w 0 J d I I I I I I I I I I . I mromommomm ■■mmm■■■■■ momm "■■■■■ Ll EXISTING DRIVE- UNDER CANOPY I � ' I 1 � I � I , � I � I I � � I I vv I � \ I � / I / \ I FA/ M FA M\ I � SCALE: 1/8" = 1' -0" -1 NEW GUEST ROOMS tr i r N ao ' FRIO i iv O i g O O CL M r O Ln W J W Ir W H O J d SCALE: 1/8" = 1' -0" I NEW GUEST ROOMS O i N 0 0 w J W 0 W O J 61' -O" 12,_8„ 12,_8„ 6' -8" 21,_4„ SCALE: 1/8" = 1' -0" l NEW GUEST ROOMS tr i 'r N 00 i 10 g O O a_ M r O Ln W J W Ir n W H O J d PAINT EXISTING E.I.F.S. COLOR #1 - ASPHALT SHINGLES TO MATCH EXISTING EXISTING -I E.I.F.S. ACCENT BANDS RAISED 2" EACH 'J----------- - - - - -- CONTINUOUS RIDGE VENT TO MATCH EXISTING ROOF VENTS AS REQ'D.- TO MATCH EXISTING PREFINISHED MTL. FASCI TO MATCH EXISTING ASPHALT SHINGLES - TO MATCH EXISTING T.O. TRUSS BRG. NIVELEV. 131'-1 1/8" PACKAGE THERMAL AIR CONDITIONING UNIT TO MATCH EXISTING JhFIN. 3rd FLR. N�JE 122' -0" NEW E.I.F.S. COLOR #1 SHOWN HATCHED i*FIN. 2nd FLR. NIVELEV. III' -0" NEW E.I.F.S. ACCENT BAND TO MATCH EXISTING W/ - DARK COLOR SHOWN HATCHED FIN. Ist FLR. ELEV. 100' -0" T.O. FTG. ELEV. 96' -8" C_VLVK AFL SHOWN HATCHED NEW CULTURED STONE CAP AS REQ'D. NEW I EXISTING CONSTRUCTION I CONSTRUCTION - - - -- ------------------------------------1-------------- - - -- ---------------------------------------------------- I" WIDE 'V' GROOVE REVEAL TO MATCH EXISTING NEW E.I.F.S. COLOR 1*2 SHOWN HATCHED CAP AS REQ'D. CONSTRUCTION SHUWN HAIUHEU SOUTH ELEVATION SCALE: 1/8" = 1' -0" SHUWN HAIUHEU _CONTINUOUS RIDGE VENT TO MATCH EXISTING ASPHALT SHINGLES TO MATCH EXISTING ----------------------------------------------------- NEW E.I.F.S. ACCENT BAND -TO MATCH EXISTING W/ DARK COLOR SHOWN HATCHED CONTINUOUS RIDGE VENT TO MATCH EXISTING ASPHALT SHINGLES TO MATCH EXISTING PREFINISHED MTL. FASCIA TO MATCH EXISTING CONDITIONING UNIT TO MATCH EXISTING NEW E.I.F.S. COLOR #1 SHOWN HATCHED T' WIDE 'V' GROOVE REVEAL TO MATCH EXISTING ARMOR COAT NEW 12" E.I.F.S. ACCENT NEW ROOF VENTS BAND W/ DARK COLOR 12 AS REQ'D. TO SHOWN HATCHED 4 �- MATCH EXISTING FAINT EXISTING E.I.F.S. 12 COLOR 42 14 SHOWN HATCHED NEW E.I.F.S. COLOR #1 PREFINISHED MTL. FASCIA SHOWN HATCHED TO MATCH EXISTING ALUMINUM FRAME EXISTINIGDOWS ®. SEE WINDOW SCHEDULE PAINT EXISTING E.I.F.S. ACCENT BAND DARK COLOR NEW E.I.F.S. ACCENT BAND TO MATCH EXISTING W/ 8M. BRG. DARK COLOR ELEV. II'f' -i" SHOWN HATCHED EXISTING E.I.F.S. ACCENT BANDS RAISED 2" EACH I" WIDE 'V' GROOVE REVEAL TO MATCH EXISTING _ - - 2'-4" ARMOR - COAT FIN, Ist FLR. - �_ ELEV. 100'- CONDITIONING UNIT TO MATCH EXISTING J - - - - -- -- 1------------------------------------------- ------------------------- J- ------------------------ ------------------------ - - - -L, T. O. F T G. -- -- - -- - - - --- - - -- ----------------- - - - - -J ELEV. q5'_ -4 NEW E.I.F.S. COLOR 1*2 NEW CULTURED STONE SHOWN HATCHED VENEER SHOWN HATCHED QUEST ELEVATION SCALE: 1/8" = 1' -0" WE IN WE PAINT EXISTING E.I.F.S. PAINT EXISTING E.I.F.S. ACCENT BAND DARK COLOR PAINT EXISTING E.I.F. ACCENT BAND DARK COLOR r COLOR 2 --------------------------------------------- - - - - -- - - - -- SHOWN HATCHED PAINT EXISTING E.I.F.S. 1J-------------------------------------- - - - - -- ------------------ - - - - -- ---------------------------------- - - - -J, PAINT EXISTING E.I.F.S. ALUMINUMFRAME WINDOWS COLOR 1*I L--------------------------------------------------------------------------------------------------------------------- - - - -J' COLOR 41 TO MATCH EXISTING SEE WINDOW SCHEDULE SOUTH ELE\,/zATION SCALE: 1/8" = 1' -0" EXISTING E.I.F.S. ACCENT BANDS RAISED 2" EACH -SHINGLES ASPHALT TO MATCH EXISTING 0 v PAINT EXISTING E.I.F.S. M COLOR 1*2 SHOWN HATCHED a w J L T 0 w 0 J 0- BEST WESTERN CHELSEA INN &SUITES 2016 ADDITION } '� " '� 'X a _ 11 i ► � Yu +�� f �r " � 'r 1:. _ Y, a .I R s. . - r' .- 'i'«. : , - i , , I ' _ : �r ,711Ilr.:. ' - "•'� yP. If J' J® r , V , T 4 , All �., ,r� � � �;,,' ., ��' •,_ a '•_ "at --.. �r # � " -� - .r. �� " �'�.p "�� -x y t , � la3 r r " �+ :il y �'i . �' Rte. _ -". �,ij� � '� • � 1�. � + � _.i � �+,�* ,yr . . �F�;' r ^ `� ,� �' �, � � � 41F;" � � "4- ;' � _ . rya 'tl Y � -• „ � �� . ' � _ 4& 1 - i llia Apr r ,+ ri411 '4 f a i, IF n 1 "p+iF4 11r ALA, 4d Ja ir of so 6 —., _ f AhL , j - ., ,, it s "ra. '�" f''• _ . it - "• ' .' .° , —06 rA 40 g Ih ' , rla`"a '' n M �? a..d v `r I 'r AO _. Y Y l . �. - Avid dk r •ayR a .fir.. y t -., ';] ' • a A# q1" � *. � � '~. ,o-,._5 _ ° y ' ,• .�V.' ". 11 ' ar IA" A RL % 'i 4V yak !44 r emk AVO !A • r L" - �''.�* � .. ->•_ ' as �-rl r .,,, III! + � �� + .. r- jNT ERSTATE g - r °-,I,I 4 _ F r�r `. IN I. s- - „a F IlIkm • .t I ' 4 F r. rl tia , IF a 1� r �. Illl..11 CITY OF MONTICELLO r VICINITY MAP CHELSEA ROAD L + AIL° ?7�7 j ,• r + x y P. ir AL ir ri .r / r:rrrir� yp I '.,�. fit' `+!.!! '�'i.�..,.,� �°'�} i - •rr� l� "� '� I ", . ate. f � � k°y .IY��`��F_ 'r+'tA€!��. . '� + ,r se •5+ :� !,t Y'•'�. .. G ' SHEET DESCRIPTION C0.0 TITLE SHEET IS EROSION CONTROL DETAILS i " h !4 - O• C4.0 (320) 217 -5597 (Fax) EROSION CONTROL III! + � �� + .. r- jNT ERSTATE g - r °-,I,I 4 _ F r�r `. IN I. s- - „a F IlIkm • .t I ' 4 F r. rl tia , IF a 1� r �. Illl..11 CITY OF MONTICELLO r VICINITY MAP CHELSEA ROAD L + AIL° ?7�7 j ,• r + x y P. ir AL ir ri .r / r:rrrir� yp I '.,�. fit' `+!.!! '�'i.�..,.,� �°'�} i - •rr� l� "� '� I ", . ate. f � � k°y .IY��`��F_ 'r+'tA€!��. . '� + ,r se •5+ :� !,t Y'•'�. .. G ' SHEET DESCRIPTION C0.0 TITLE SHEET C1.0 EROSION CONTROL DETAILS C2.0 EXISTING CONDITIONS & REMOVALS C3.0 SITE & GRADING PLAN C4.0 (320) 217 -5597 (Fax) EROSION CONTROL PLAN PROJECT LOCATION PROJECT AREA LOCATION OF PROJECT AREA GOPHER STATE ONE CALL 1- 800 - 252 -1166 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING M011kr ARCHITECTS & BUILDERS 320 \251.4109 320 \240.8711 fx 3335 West St. Germain Street PO Box 1228 St Cloud, MN 56302 -1228 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 00—,_j 41L-a� DANIEL J. FOLSOM DATE: 01/11/16 LICENSE #: 23897 �W M �Z z F xz REVISIONS SHEET TITLE TITLE SHEET DRAWNBY.• DAT01 E. PROD. No. RJK /11/16 03615009 SHEET NO. cM0*0 `)i Design Tree ENGINEERING AND LAND SURVEY , NG EL 2510 Broadway Street South 3339 W. St. Germain St., Suite 250 Alexandria, MN 56308 St. Cloud, MN 56301 320 762 -12911 Phone 320 217 -5557 Phone (320) 762 -8054 (Fax) (320) 217 -5597 (Fax) I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 00—,_j 41L-a� DANIEL J. FOLSOM DATE: 01/11/16 LICENSE #: 23897 �W M �Z z F xz REVISIONS SHEET TITLE TITLE SHEET DRAWNBY.• DAT01 E. PROD. No. RJK /11/16 03615009 SHEET NO. cM0*0 GEOTEXTILE FABRIC, 36" WIDE ° DISTRURBED WORK AREA DRAINSTO S COARSE TER AGGREGATE O 5 FT. MIN. LENGTH POST AT 6 FT. MAX. SPACING 12" O 00 00000000 a o o o o 0 0 o0 ° SILT FENCE CONSTRUCTION O GEOTEXTILE FABRIC LIMITS 0 0 0 0 0 0 0 0 0 00 o o o o o o a o ° FLANGE FLOW BE HEAT CUT INTO ALL FOUR SIDE PANELS) ° 10-20% SLOPE GRADE° OPTIONAL METHOD SECTION FOR SILT FENCE, HEAVY DUTY y z 0 20' MIN. z o 6" MIN. 6'-0' 08), �m CRUSHED ROCK �w SILT FENCE, HEAVY DUTY SLOPE (HAND INSTALLED) DESIGN GUIDELINES: DESIGN GUIDELINES: STORM FREQUENCY: 2 YEAR -24 HOUR TO PROTECT AREAS FROM SHEET FLOW. MAXIMUM CONTRIBUTING AREAL 1 ACRE. SILT FENCE NEAR TOE OF < ROADWAY SLOPE AND OUTSIDE OF CONSTRUCTION LIMITS 'JWALE TAACAL t6 LOCATION OF SILT FENCE AT TOE OF ROADWAY EMBANKMENT SILT FENCE ° DISTRURBED WORK AREA DRAINSTO S GROUND LINE oo00000000 a00000000 WITH CAST CURB BOX REPLACE O 00 00000000 a o o o o 0 0 o0 ° SILT FENCE CONSTRUCTION ° ° LIMITS 0 0 0 0 0 0 0 0 0 00 o o o o o o a o ° FLANGE X25' MIN. WITH BE HEAT CUT INTO ALL FOUR SIDE PANELS) ° 10-20% SLOPE GRADE° CATCH BASINI SECTION MANHOLE MINIMUM POSSIBLE TURNING z RADIUS = 10' (MAY BE LARGER 20' MIN. WITH LARGER EQUIPMENT) OF1 "T02" 6'-0' 08), CRUSHED ROCK PROVIDE RIPRAP AT OUTLET TEMPORARY DOWN DRAIN ON FILL SLOPE BANK OR TOE OF SLOPE PLAN VIEW INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTHTO MATCH FLAP POCKET OO MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS FRONT, BACK, AND BOTTOM TO BE - MADE FROM SINGLE PIECE OF FABRIC. FILTER BAG INSERT (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUTACURB BOX) CONSTRUCTION LIMITS STREAM BANK OR TOE OFSLOPE SIDE VIEW SILT FENCE, J -HOOK INSTALLATION TYPE 9 MULCH 00000 o q GROUND LINE oo00000000 a00000000 WITH CAST CURB BOX REPLACE O 00 00000000 a o o o o 0 0 o0 SAND BAG BARRIER FT. EXTEND 10" BEYOND GRATE 0 0 0 0 0 0 0 00 0 o0 0 0 0 0 0 0 o WIDTH ON BOTH SIDES, LENGTH PLASTIC DRAINAGE PIPE 0 0 0 0 0 0 0 0 0 00 o o o o o o a o FLOW FLANGE OVERFLOW HOLES (2" X 4" HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) TUBE RISER J CATCH BASINI SECTION MANHOLE ��nl��rrr•P�rt•��Iml�lrr_�� NOTE: THE SEDIMENT CONTROL BARRIER SHALL BE A METAL OR PLASTIC /POLYETHYLENE RISER SIZED TO FIT INSIDE THE CATCH BASIN /MANHOLE; HAVE PERFORATIONS TO ALLOW FOR WATER INFILTRATION; HAVE AN OVERFLOW OPENING, FLANGES AND A LID/COVER. 8., USE REBAR OR STEEL ROD q FOR REMOVAL ( FOR INLETS w WITH CAST CURB BOX REPLACE — EMBANKMENT BRIDGE END SLOPE ROD WITH WOODTX4 "). SAND BAG BARRIER FT. EXTEND 10" BEYOND GRATE 12" WIDTH ON BOTH SIDES, LENGTH PLASTIC DRAINAGE PIPE VARIES. SECURE TO GRATE WITH FLOW WIRE OR PLASTICTIES OVERFLOW HOLES (2" X 4" HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) z w ag_ zgm w GEOTEXTILE FABRIC, 36" WIDE FABRIC ANCHORAGE TRENCH. \. BACKFILL WITH TAMPED NATURAL SOIL. SEE OPTIONAL METHOD IN INSET. 6 MIN. FLOW 5 FT. MIN. LENGTH POST PERSPECTIVE VIEW AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC, 36" WIDE w STAPLES — EMBANKMENT BRIDGE END SLOPE FABRIC ANCHORAGE SAND BAG BARRIER FT. TRENCH. BACKFILL / WITH TAMPED PLASTIC DRAINAGE PIPE NATURAL SOIL FLOW FLOW ti 0 ENDS SECURELY CLOSED TO PREVENT LOSS OF OPT' ^ ^ " ^ °^ AGGREGATE FILL. SEC 50 PSI. ZIP TIE. BUTT JOINTS ROCK LOG /COMPOST LOG 5' MIN. LEN, - 36" GEOTEXT PLASTIC ZIP TIE: (50 LB TENSILE) GEOTEXTILE IN ON ALL POSTS TYPE 9 MULCH GEOTEXTILE ANCHO LAY GEOTEXTILE UNL TYPE 9 MULCH 12"OUT ROADWAY SHOULDER FUTURE BRIDGE 2 _____________ _ _� SILT FENCE, SUPER DUTY CRfiCALAREA O2 CRIi18ALAREA :WRAPPED -------- - - GEOTEXTILE FABRIC EMBANKMENT - BRIDGE END SLOPE O MACHINE SLICED SILT FENCE SILT FENCE, SUPER DUTY ACCESS SILT FENCUND �y STOCK PILE STOCK PILE TOE OF E U y OR STEEP SLOPE CRITICAL STOCK PILE 1= F TOE OF SLOPE AREA STOCK PILE BRIDGE FILL ACCESS SILT FENCE, SUPER DUTY DESIGN GUIDELINES: SILT FENCE, SUPER DUTY CURB AND GUTTER PROTECTION SYSTEM CRITICAL AREA O WATERCOURSE FLOW VELOCITY: STAGNANT ACCESS ROCK PAD CONTRIBUTING SLOPE AREA 112ACRE (MINIMUM6 'DEPTH BY MACHINE SLICED SILT FENCE 1 HAUL TRUCK LENGTH AND WIDTH LONG) SILT FENCE, SUPER DUTY ROADWAYSHOULDER FUTURE BRIDGE --------- - - - - --L -------------- - - - - -- - PERSPECTIVE VIEW zo � m 6„ w M" — EMBANKMENT BRIDGE END SLOPE SILT FENCE, PREASSEMBLED SAND BAG BARRIER FT. DESIGN GUIDELINES: / TO PROTECT AREAS FROM SHEET FLOW. PLASTIC DRAINAGE PIPE MAXIMUM CONTRIBUTING AREA 1 ACRE. ENDS SECURELY CLOSED TO PREVENT LOSS OF OPT' ^ ^ " ^ °^ AGGREGATE FILL. SEC 50 PSI. ZIP TIE. BUTT JOINTS ROCK LOG /COMPOST LOG 5' MIN. LEN, - 36" GEOTEXT PLASTIC ZIP TIE: (50 LB TENSILE) GEOTEXTILE IN ON ALL POSTS TYPE 9 MULCH GEOTEXTILE ANCHO LAY GEOTEXTILE UNL TYPE 9 MULCH 12"OUT ROADWAY SHOULDER FUTURE BRIDGE 2 _____________ _ _� SILT FENCE, SUPER DUTY CRfiCALAREA O2 CRIi18ALAREA :WRAPPED -------- - - GEOTEXTILE FABRIC EMBANKMENT - BRIDGE END SLOPE O MACHINE SLICED SILT FENCE SILT FENCE, SUPER DUTY ACCESS SILT FENCUND �y STOCK PILE STOCK PILE TOE OF E U y OR STEEP SLOPE CRITICAL STOCK PILE 1= F TOE OF SLOPE AREA STOCK PILE BRIDGE FILL ACCESS SILT FENCE, SUPER DUTY DESIGN GUIDELINES: SILT FENCE, SUPER DUTY CURB AND GUTTER PROTECTION SYSTEM CRITICAL AREA O WATERCOURSE FLOW VELOCITY: STAGNANT ACCESS ROCK PAD CONTRIBUTING SLOPE AREA 112ACRE (MINIMUM6 'DEPTH BY MACHINE SLICED SILT FENCE 1 HAUL TRUCK LENGTH AND WIDTH LONG) SILT FENCE, SUPER DUTY ROADWAYSHOULDER FUTURE BRIDGE --------- - - - - --L -------------- - - - - -- - SILT FENCE TO MEET SAND BAG BARRIER TOE OF SLOPE BRIDGE FILL DESIGN GUIDELINES: WATER COURSE FLOW VELOCITY: 1 TO 7 FT. /SEC. CONTRIBUTING SLOPE AREA 1 ACRE - - - - -- FUTURE BRIDGE ROADWAY SHOULDER - - -- EMBANKMENT OR WORK ROAD END SLOPE LEMBANKMENT -�ti TEMPORARY SHEETING ADJACENT t' TO WATER COURSE. EXTEND 10 FT. BACK FROM TOE OF END SLOPE. SILT FENCE TO I/ MEET SHEETING TOE OF SLOPE EMBANKMENT OR WORK ROAD FILL DESIGN GUIDELINES: WATER COURSE FLOW VELOCITY: 8 TO 15 FT. /SEC. CONTRIBUTING SLOPE AREA 3ACRES SILT FENCE AT BRIDGE EMBANKMENT ADJACENT TO WATER NOTES: SEE SPECS. 2573,3149 &3886. T COARSE FILTER AGGREGATE (SPEC. 3149) SHALL BE INCIDENTAL. 3/16" THICK (MIN.) STEEL COVER 6" DIAMETER O POLYETHYLENE O � 2112" D =T O O O J TUBE RISER SECTION (UP POSITION) 2.5' MAX SPACING """" "" "WITH GRATE SILT FENCE RING AND ROCK FILTER BERM USE WHERE INLET DRAINS IN AN AREA WITH SLOPESAT 1:3 or LESS VEL OF FILTER 3E BELOW ROfjQ PERSPECTIVE VIEW ELEV. 5 IF PRESENT, BY WIRE OR PLASTIC ZIP TIES, OR TO METAL FENCE PRECAST CONCRETE BARRIER 3/16" THICK(MIN.) — EMBANKMENT BRIDGE END SLOPE STEEL PLATE SAND BAG BARRIER FT. /qQ, _ / HIGH ADJACENT TO WATER COURSE. EXTEND 50 FT. BACK PLASTIC DRAINAGE PIPE O FROM TOE OF END SLOPE. SILT FENCE TO MEET SAND BAG BARRIER TOE OF SLOPE BRIDGE FILL DESIGN GUIDELINES: WATER COURSE FLOW VELOCITY: 1 TO 7 FT. /SEC. CONTRIBUTING SLOPE AREA 1 ACRE - - - - -- FUTURE BRIDGE ROADWAY SHOULDER - - -- EMBANKMENT OR WORK ROAD END SLOPE LEMBANKMENT -�ti TEMPORARY SHEETING ADJACENT t' TO WATER COURSE. EXTEND 10 FT. BACK FROM TOE OF END SLOPE. SILT FENCE TO I/ MEET SHEETING TOE OF SLOPE EMBANKMENT OR WORK ROAD FILL DESIGN GUIDELINES: WATER COURSE FLOW VELOCITY: 8 TO 15 FT. /SEC. CONTRIBUTING SLOPE AREA 3ACRES SILT FENCE AT BRIDGE EMBANKMENT ADJACENT TO WATER NOTES: SEE SPECS. 2573,3149 &3886. T COARSE FILTER AGGREGATE (SPEC. 3149) SHALL BE INCIDENTAL. 3/16" THICK (MIN.) STEEL COVER 6" DIAMETER O POLYETHYLENE O � 2112" D =T O O O J TUBE RISER SECTION (UP POSITION) 2.5' MAX SPACING """" "" "WITH GRATE SILT FENCE RING AND ROCK FILTER BERM USE WHERE INLET DRAINS IN AN AREA WITH SLOPESAT 1:3 or LESS VEL OF FILTER 3E BELOW ROfjQ PERSPECTIVE VIEW ELEV. 5 IF PRESENT, BY WIRE OR PLASTIC ZIP TIES, OR TO METAL FENCE PRECAST CONCRETE BARRIER 3/16" THICK(MIN.) DESIGN 8337 (TYPICAL) STEEL PLATE (SEE STANDARD PLATE 8337) O 7-3 O PLASTIC DRAINAGE PIPE O O WIRE PIPE TO TWO 2"X2" 0 TUBE RISER J WOOD STAKES EMBEDDED SECTION (DOWN POSITION) POP -UP HEAD NOTES: SEE SPECS. 2573, 3137, 3686 & 3891. MANUFACTURED ALTERNATIVES LISTED ON Mn /DOTS APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. O ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3666. O2 FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. O INSTALLATION NOTES: DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWERTHAN 30 INCHES, MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 31NCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDE CLEARANCE. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 21NCH X4 INCH OR USEA ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE FLOODING OF THE ROADWAY. © GEOTEXTILE SOCK BETWEEN 4 -10 FEET LONG AND 4-6 INCH DIAMETER SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137 -1; CA-3GRADATION. WIRE OR THREE PLASTIC ZIP TIES BARRIER BARRI PARR SILT FENCE, SUPER DUTY STOCK PILE CONTAINMENT BARRIER BARRIER METAL FENCE BARRIER METAL FENCE POST SIDE VIEW TOP VIEW BARRIER WITHOUT CABLE RINGS TOP VIEW BARRIER WITH CABLE RINGS SILT FENCE, SUPER DUTY M 3TIC ZIP TIES FABRIC CABLEI TIC ZIP TIES FABRIC 24" CONSTRUCT DIVERSION MOUND MIN. FROM MATERIAL OBTAINED 18" MIN - � FROM ROADWAY CUT FLOW GROUND UNE r� LDO NOT CONSTRUCT DITCH i� DIVERSION MOUND DESIGN GUIDELINES: STORM FREQUENCY: 10 YEAR -24 HOUR MAXIMUM DRAINAGE AREA 5ACRES MAXIMUM DIVERSION: GRADES% 5' -0„ �- EXCAVATION e , AREA - A eXkX/ . ° INSTREAM ° DISTURBANCE e " STREAM FLOW EXCAVATION -� . ` . AREA PLAN VIEW SEDIMENT MATS Z7 EDGE OF STREAM T STAKE AT 4' INTERVALS A 4' MIN. DOWNSTREAM COVERAGE OF SEDIMENT MATS FOR EACH FTJSEC. OF WATER VELOCITY EDGE OF STREAM — — — — 6" MIN. OVERLAP FLOW - — STREAM BED 18" MIN. DEPTH INSTREAM DISTURBANCE SECTION A -A SEDIMENT MAT TYPICAL STREAM BED INSTALLATION DESIGN GUIDELINES: MAXIMUM FLOW VELOCITY: 5 FTJSEC. MAXIMUM FLOW DEPTH: 2 FT. jL/ v,Lvv GEOTEXTILE FABRIC STANDARD SHEEP NO. TITLE: 5- 297.408 (2 of 2) STANDARD APPROVED: SEPTEMBER 27, 2006 GEOTEXTILE FABRIC SILT FENCE, SUPER DUTY STOCK PILE OR STEEP SLOPE SILT FENCE, SUPER DUTY DITCH PROTECTION SYSTEM NOTES: SEE SPECS. 2533, 2573 & 3886. PLACE SUPER DUTY SILT FENCE ALONG A CONSTANT ELEVATION. SUPER DUTY SILT FENCE CAN UTILIZE EITHER A CONCRETE, OR WATER FILLED, TEMPORARY MEDIAN BARRIER O PLACING STOCKPILES NEXT TO AN ENVIRONMENTALLY SENSITIVE AREA IS NOT RECOMMENDED. WHEN THERE ARE NO FEASIBLE ALTERNATIVES, THE SUPER DUTY SILT FENCE IS TO BE USED AS SHOWN OR AS DIRECTED BY THE ENGINEER O CRITICAL AREAS INCLUDE WETLANDS, JUDICIAL DITCHES, STREAMS, WATER BODIES, AND OTHER AREAS REQUIRING PROTECTION. TEMPORARY SEDIMENT CONTROL SUPER DUTY SILT FENCE GEOTEXTILE FABRIC, T WIDTH, ATTACH TO BARRIER CABLE RINGS, TEMPORARY PORTABLE IF PRESENT, BY WIRE OR PLASTIC ZIP TIES, OR TO METAL FENCE PRECAST CONCRETE BARRIER POST WITH WIRE OR THREE PLASTIC ZIP TIES. DESIGN 8337 (TYPICAL) (320) 762 -1290 (Phone) (320) 217 -5557 (Phone) (SEE STANDARD PLATE 8337) VAR• 1:6 STOCK PILE PLASTIC DRAINAGE PIPE 8' BUFFER MINIMUM, OR STEEP SLOPE AS DIRECTED BY THE ENGINEER SILT FENCE, SUPER DUTY WIRE PIPE TO TWO 2"X2" STOCKPILE SEDIMENT CONTROL STANDARD SHEEP NO. TITLE: 5- 297.408 (2 of 2) STANDARD APPROVED: SEPTEMBER 27, 2006 GEOTEXTILE FABRIC SILT FENCE, SUPER DUTY STOCK PILE OR STEEP SLOPE SILT FENCE, SUPER DUTY DITCH PROTECTION SYSTEM NOTES: SEE SPECS. 2533, 2573 & 3886. PLACE SUPER DUTY SILT FENCE ALONG A CONSTANT ELEVATION. SUPER DUTY SILT FENCE CAN UTILIZE EITHER A CONCRETE, OR WATER FILLED, TEMPORARY MEDIAN BARRIER O PLACING STOCKPILES NEXT TO AN ENVIRONMENTALLY SENSITIVE AREA IS NOT RECOMMENDED. WHEN THERE ARE NO FEASIBLE ALTERNATIVES, THE SUPER DUTY SILT FENCE IS TO BE USED AS SHOWN OR AS DIRECTED BY THE ENGINEER O CRITICAL AREAS INCLUDE WETLANDS, JUDICIAL DITCHES, STREAMS, WATER BODIES, AND OTHER AREAS REQUIRING PROTECTION. TEMPORARY SEDIMENT CONTROL SUPER DUTY SILT FENCE FLOW �/ 1 4 4" 6" STAPLES AT T-0 C. EMBEDMENT METHOD BLANKET METHOD BALE BARRIER DETAIL APPROX. BALE SIZE: 14" X 18"X36" LONG NOTES: SEE SPECS. 2573, 3892, & 3894. O ROCKS AT ENTRANCE CLEAN WORKSITE MUD OFF OF TRUCK TIRES BEFORE TRUCKS ENTER MAIN ROAD. KEEPING MUD OFF THE ROAD WILL PREVENT AUTO DAMAGE AND KEEP CONSTRUCTION SEDIMENT OUT OF DRAINAGE SYSTEMS AND WETLANDS. GEOTEXTILE MAY BE PLACED UNDER THE ROCK TO KEEP ROCKS SEPARATE FROM SOIL. O W =10 FT. MIN., 20 FT. MAX O3 D =2 FT. TWO 2 IN. X 2 IN. WOOD STAKES OR REINFORCING BARS IN EACH BALE EMBEDDED 10 INCHES MINIMUM IN THE GROUND. 5O PLACE A CATEGORY 3 EROSION CONTROL BLANKET, 6 FT. WIDE MINIMUM, OVER THE BALE INSTEAD OF TRENCHING. THIS DETAIL MAY NOT BE ACCEPTABLE FOR WORK ON PUBLIC WATERS, SEE GENERAL PUBLIC WATERS PERMIT (GP) 2004-0001. a LOCATION OF DOWNSTREAM TEMPORARY SEDIMENT CONTROL DEVICE. THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING M011W ARCHITECTS & BUILDERS 320 \251.4109 320\240.8711 fix 3335 West St. Germain Street PO Box 1228 St Cloud, MN 56302 -1228 PUBLIC ROAD CONSTRUCT TEMPORARY BERM INLET APRON INSTALLED < ROADWAY IN TEMPORARY BERM St. Cloud, MN 56301 (320) 762 -1290 (Phone) (320) 217 -5557 (Phone) 10" DIA. FLEXIBLE VAR• 1:6 PLASTIC DRAINAGE PIPE OE TRR6LE RADIUS AS WIRE PIPE TO TWO 2"X2" REQUIRED WOOD STAKES EMBEDDED 10" MIN. IN THEGROUND z 6 "MIN. DEPTH 20' MIN. OF1 "T02" 6'-0' 08), CRUSHED ROCK PROVIDE RIPRAP AT OUTLET TEMPORARY DOWN DRAIN ON FILL SLOPE DESIGN GUIDELINES: STORM FREQUENCY: 2 YEAR -24 HOUR MAXIMUM DRAINAGE AREA 3ACRES ENTRANCE WIDTH AS REQUIRED ROCK CONSTRUCTION ENTRANCE CONSTRUCTION AREA < DRAINAGE WAY B 3 O — B L_ BALES PLACED ON EDGE, BUTTEDTIGHT -I TWINE ORWIRE L 2W PLAN CRITICAL RESOURCE (WETLAND ETC.)' ly FLOW __ O L1 %MIN. REVERSE GRADIENT SECTION B -B BALE BARRIERS SEDIMENT TRAP DETAIL TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS FLOW �/ 1 4 4" 6" STAPLES AT T-0 C. EMBEDMENT METHOD BLANKET METHOD BALE BARRIER DETAIL APPROX. BALE SIZE: 14" X 18"X36" LONG NOTES: SEE SPECS. 2573, 3892, & 3894. O ROCKS AT ENTRANCE CLEAN WORKSITE MUD OFF OF TRUCK TIRES BEFORE TRUCKS ENTER MAIN ROAD. KEEPING MUD OFF THE ROAD WILL PREVENT AUTO DAMAGE AND KEEP CONSTRUCTION SEDIMENT OUT OF DRAINAGE SYSTEMS AND WETLANDS. GEOTEXTILE MAY BE PLACED UNDER THE ROCK TO KEEP ROCKS SEPARATE FROM SOIL. O W =10 FT. MIN., 20 FT. MAX O3 D =2 FT. TWO 2 IN. X 2 IN. WOOD STAKES OR REINFORCING BARS IN EACH BALE EMBEDDED 10 INCHES MINIMUM IN THE GROUND. 5O PLACE A CATEGORY 3 EROSION CONTROL BLANKET, 6 FT. WIDE MINIMUM, OVER THE BALE INSTEAD OF TRENCHING. THIS DETAIL MAY NOT BE ACCEPTABLE FOR WORK ON PUBLIC WATERS, SEE GENERAL PUBLIC WATERS PERMIT (GP) 2004-0001. a LOCATION OF DOWNSTREAM TEMPORARY SEDIMENT CONTROL DEVICE. THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING M011W ARCHITECTS & BUILDERS 320 \251.4109 320\240.8711 fix 3335 West St. Germain Street PO Box 1228 St Cloud, MN 56302 -1228 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 00"3- 44)�O� DANIEL J. FOLSOM DATE: 01/11/16 LICENSE # 23897 �W kin M CA 4 z F xz REVISIONS SHEET TITLE EROSION CONTROL DETAILS DRAWNBY.• DATE. PROJ" NO. RJK 01/11/16 03615009 SHEET NO. Design Tree 2510 Broadway Street South 3339 W. St. Germain St., Suite 250 Alexandria, MN 56308 St. Cloud, MN 56301 (320) 762 -1290 (Phone) (320) 217 -5557 (Phone) (320) 762 -8054 (Fax) (320) 217 -5597 (Fax) I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 00"3- 44)�O� DANIEL J. FOLSOM DATE: 01/11/16 LICENSE # 23897 �W kin M CA 4 z F xz REVISIONS SHEET TITLE EROSION CONTROL DETAILS DRAWNBY.• DATE. PROJ" NO. RJK 01/11/16 03615009 SHEET NO. CATCH BAK \ \ \\ RIM: 960.92 \� i V A \ IN�ABLE TO \R, NOTES: 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATIONS OF ALL EXISTING UNDERGROUND UTILITIES. \ \ Q 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS PRIOR TO ANY CONSTRUCTION. �A BASIN V A� :956:64 QU ` 3. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1- 800 - 252 -1166. 4. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN TCH BASIN \ ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ RIM:960.3� o Nv.956 59 OR RECORDS. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY 9 �o \ \ EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING / � \ CONSTRUCTION. SANITARY MANHOLE RIM: 96276 INV: 940.31 _ I ° JG _ \ STORM MANHOLE J \ — , I :9 .37 � \ 1 INV: V. 95858.37 J I <. JG ° + ,9 62\ \ - \ \ / CATCH BASIN RIM: 959.78 INV: 957.00 / ` \ + ++ + ++ + + + + + + ++ + + a+ + + + + + + + + + + \ CpLVERT AARON \\ \ INV: 959/59 `9� \ i LANDSCAPING AND \ ♦ V A EXISTING UNDERGROUND EYEE SHRUBS TO BE v A \ G + \� TELEPHONE WIRES TO BE REMOVED WITHIN \ V \ RELOCATED. COORDINATE \ 89 CHELSEA ROAD BUILDING FOOTPRINT \ �GC ,GGt WITH LOCAL UTILITY COMPANY EXISTING BUILDING _ �V ♦� G° FFE= 962.90 AREA OF IMPROVEMENTS G \ 9 \ CONCRETE SIDEWALK ♦ \ \ TO BE REMOVED J / \ i \ JG� / \ + + +' + + + + ++ + + ++ + + + + ++ + \ ++ G _962— J ❑ ❑ ❑� / _ — _ d a A 961— \ I BUILDING ILI HT urHT CANOe a FLAG POLE\ � - � / / / FLAGPOLE � 967 - — \ 2 — — — LIGHT / SAWCUT OR REMOVE `� \ do MAILBOX -n ' SIDEWALK AT \ / CATCH BASIN / RIM- 959.68 � N V: 956.05 -GAS— - GAS GASGAb—� V A— — PILLAR (TYP) EXPANSION JOINT `�� G `� I \ / CATCH BASIN G / RIM: 959.95 INV: 957.25 J - -- - - -_ -- / J / — _ — - uc \ � � UG UG'F - -- UG J — / UGC a UGT UG�UG�U ^T — UFO UGTLG� —UG UGT.UG UGC --UGT � UG�UG -- --- - - -- UG'F —UGC - - UGCUG'� —UG UGF— � �GL� UG� _ —_ - - UlGir / V � _\ UGF- --�UG� —UGC -- \ / / l q - UGF�� —UG UGC— UGC_ _ _ UG'�- IL / — i GASG G BENCHMARK X19 d / G�A��A�� —G' - -G ns� As / TOP NUT HYDRANT 96 \ — G GAS�� Gee E L E V: 961.20 GAS — GAS - -GA cAS cAS GG� — -G =- GAS- - _ G GAS— GAS -GAS�GAS CATCH BASIN RIM: 958.01 INV: 954.58 STORM MANHOLE RIM: 958.32 � Q - - J /CATCH BASIN RIM:961.29 / NV' 956 79 CHELSEA ROAD �— SANITARY MANHOLE > >- - - -- - - - > -- - RIM: 961.11 - - - - -� - ---STORM SEWER MANHOLE RIM: 961.64 INV: BENCHMARK TOP NUT HYDRANT ELEV: 964.15 \ \J LEGEND HYDRANT OSANITARY MANHOLE I GATE VALVE St. Cloud, MN 56301 POWER POLE (320) 762 -8054 (Fax) LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB PEDESTAL \ i 0 BOLLARD ❑s POWER BOX CHELSEA ROAD �— SANITARY MANHOLE > >- - - -- - - - > -- - RIM: 961.11 - - - - -� - ---STORM SEWER MANHOLE RIM: 961.64 INV: BENCHMARK TOP NUT HYDRANT ELEV: 964.15 \ \J \ LEGEND HYDRANT OSANITARY MANHOLE I GATE VALVE St. Cloud, MN 56301 POWER POLE (320) 762 -8054 (Fax) LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB PEDESTAL \ GUY WIRE 0 BOLLARD ❑s POWER BOX (f ELECTRIC METER MONITORING WELL SANITARY SEWER CLEANOUT WOOD FENCE D STORM SEWER LINE SANITARY SEWER LINE 1 WATERMAIN OHl OVERHEAD ELECTRIC UNDERGROUND TELEPHONE Fo UNDERGROUND FIBER ucle UNDERGROUND ELECTRIC —GAS— UNDERGROUND GAS LINE DCONCRETE PAVEMENT DBITUMINOUS PAVEMENT OLANDSCAPING BUILDING \ Design Tree I Alexandria, MN 56308 St. Cloud, MN 56301 (320) 762 -1290 (Phone) (320) 217 -5557 (Phone) (320) 762 -8054 (Fax) (320) 217 -5597 (Fax) SANITARY MANHOLE RIM: 964.92 INV: THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING M011kri ARCHI'T`ECTS & BUILDERS 320 \251.4109 320 \240.8711 fx 3335 West St. Germain Street PO Box 1228 St Cloud, MN 56302 -1228 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ocu'-j 41L-a� DANIEL J. FOLSOM DATE: 01/11/16 LICENSE #: 23897 �W M �Z z F xz REVISIONS SHEET TITLE EXISTING CONDITIONS AND REMOVALS DRAWNBY. DATE: PROD. NO. RJK 01/11/16 03615009 SHEET NO. Cm2*0 Design Tree 2510 Broadway Street South 3339 W. St. Germain St., Suite 250 Alexandria, MN 56308 St. Cloud, MN 56301 (320) 762 -1290 (Phone) (320) 217 -5557 (Phone) (320) 762 -8054 (Fax) (320) 217 -5597 (Fax) I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ocu'-j 41L-a� DANIEL J. FOLSOM DATE: 01/11/16 LICENSE #: 23897 �W M �Z z F xz REVISIONS SHEET TITLE EXISTING CONDITIONS AND REMOVALS DRAWNBY. DATE: PROD. NO. RJK 01/11/16 03615009 SHEET NO. Cm2*0 \ \\ l � STORM MANHOLE J I + RIM: 962.72 + + \ INV:958.37 + + G + 1 I + + + I I ,962 \ . ° + + \ \ P / / + + + + + \ + + I v�y� + + zj y + + \ \ 96� +: o \ c + + \ v + + + + + + + + + + + + \ \ \ a + + + + + + + + + + + + + + + + + + + + + + + + + + + I \ + + + + + + + + + + + + + + + + + + + + + + CULVERT FlPRON INV:959.56 I GAT EXISTING UNDERGROUND \ \ TELEPHONE WIRES TO BE v \ RELOCATED. COORDINATE WITH LOCAL UTILITY COMPANY \\ 962 v \ \ "cT G \ ++ + ++ + + + + + + + + El + + + + + + + + + + + + + + ++ + + + + I zu a I 'I 89 CHELSEA ROAD EXISTING BUILDING FFE= 962.90 PROPOSED ADDITION FFE= 962.90 I II 5.00 �-- /— 4' CONCRETE STOOP + + + + + + + + + + + + + + + + + / + + + + + + + + + + + + + + + + 962 80 962.80 + ++ +4- + + + + + + + + + + ++ d° / + + + + + + M + + + + + + + + + + + + + + + + + + + + + + + + 00 +\\ + + + + + + + + TEMPORARY 5' o0 + + + + + + + + + + + - CONCRETE SIDEWALK a 2 _ a a � ° a II / I I � I❑ fl F E / J a �o �1 961 962 co \9 \ T \ 5.00 \ \ 962.80 ° . 962.80 v Gp \ G PROPOSED 5' HANDICAP �\ CONCRETE CA � G ACCESSIBLE RAMP c\ X90 9b \ \7— MATCH INTO EXISTING CONCRETE SIDEWALK 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATIONS OF ALL EXISTING UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS PRIOR TO ANY CONSTRUCTION. 3. HANDICAP ACCESSIBLE RAMP SHALL MEET ADA REQUIREMENTS AND SHALL NOT EXCEED 1:12 LONGITUDINAL SLOPE. 4. FILL AREAS UNDER PROPOSED ROADS AND BUILDINGS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DRY DENSITY. 5. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 6. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1- 800 - 252 -1166. Lu J T- oo Q � GRADING LEGEND = EXISTING MAJOR CONTOUR = EXISTING MINOR CONTOUR — y y = EXISTING CONTOUR LABEL 2510 Broadway Street = PROPOSED MAJOR CONTOUR Alexandria, MN 56308 St. Cloud, MN 56301 = PROPOSED MINOR CONTOUR (320) 762 -8054 (Fax) / = PROPOSED CONTOUR LABEL = EXISTING SPOT ELEVATION* XXXX.XX = PROPOSED SPOT ELEVATION* XXXX.XXTC jl = PROPOSED SPOT ELEVATION AT TOP OF SIDEWALK OR BACK OF CURB *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. / / 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATIONS OF ALL EXISTING UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS PRIOR TO ANY CONSTRUCTION. 3. HANDICAP ACCESSIBLE RAMP SHALL MEET ADA REQUIREMENTS AND SHALL NOT EXCEED 1:12 LONGITUDINAL SLOPE. 4. FILL AREAS UNDER PROPOSED ROADS AND BUILDINGS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DRY DENSITY. 5. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 6. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1- 800 - 252 -1166. Lu J T- oo Q � GRADING LEGEND 1/2" EXPANSION JOINTS AT ADJACENT WALK OR STRUCTURE MN /DOT 3702 1IL L / \I /—%I Y -oz VIY JV11-4 1 TYPICAL SIDEWALK DETAIL SCALE = N.T.S. THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING M01 ■ kr ARCHITECTS & BUILDERS 320 \251.4109 320 \240.8711fx 3335 West St. Germain Street PO Box 1228 St Cloud, MN 56302 -1228 AWL = EXISTING MAJOR CONTOUR = EXISTING MINOR CONTOUR — y y = EXISTING CONTOUR LABEL 2510 Broadway Street = PROPOSED MAJOR CONTOUR Alexandria, MN 56308 St. Cloud, MN 56301 = PROPOSED MINOR CONTOUR (320) 762 -8054 (Fax) 100 = PROPOSED CONTOUR LABEL = EXISTING SPOT ELEVATION* XXXX.XX = PROPOSED SPOT ELEVATION* XXXX.XXTC jl = PROPOSED SPOT ELEVATION AT TOP OF SIDEWALK OR BACK OF CURB *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. 1/2" EXPANSION JOINTS AT ADJACENT WALK OR STRUCTURE MN /DOT 3702 1IL L / \I /—%I Y -oz VIY JV11-4 1 TYPICAL SIDEWALK DETAIL SCALE = N.T.S. THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING M01 ■ kr ARCHITECTS & BUILDERS 320 \251.4109 320 \240.8711fx 3335 West St. Germain Street PO Box 1228 St Cloud, MN 56302 -1228 AWL Design Tree ENGINEERIN6 AND LAND SURVEY I NG 2510 Broadway Street South 3339 W. St. Germain St., Suite 250 Alexandria, MN 56308 St. Cloud, MN 56301 (320) 762 -1290 (Phone) (320) 217 -5557 (Phone) (320) 762 -8054 (Fax) (320) 217 -5597 (Fax) I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Do, j- 44'0'� DATE: 01/11/16 LICENSE #: 23897 W N H M � W xz REVISIONS SHEET TITLE SITE & GRADING PLAN DRA IVN BY.• DATE: PROJ. NO, RX 01/11/16 03615009 SHEET NO. C�3.0 v + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + j + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q 1 \ \ \ a Q III I °1 4 4 1 as a a /A + + + + 1. + + + + + + + + + + + + + + ++ +\+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a�T \ a aA v z�� a GG+ I \ Ta -962, v INLET PROTECTION w w w .v w \ v- .v /✓ � w .v w r. W � .v y ✓ i \ � \ v. w .� u• �• �. w /.v �. v v. w � v, .0 w �, v W W\ W y W y W W W y W W + + + + + + + + + + + + + + + + + + + + + + + + + + + W •L\ J• W W W y, W W �, �, y I �, y W y W •y, \ \ \ I + + + + + + + + + + + + + + + + + + + + + + + + + + w W W I W W \ W W 189 CHELSEA ROAD EXISTING BUILDING FFE= 962.90 A. W \ i ✓ W W V V ( W I I y � y PROVIDE SILT FENCE PERIMETER CONTROL \ \ \ J W W W W W W W W \ \ W \ W W W W W W W W W W W W \ J \ W\ W w W W W W W\ W W (_ W W W `` \ \ -6'w W W W W l9 \ y W W \ W W MNDOT SEED MIX 25-151 W W W W W W (HYDROSEED) OR SOD 11 1-0 PROPOSED ADDITION FFE= 962.90 �\ WW WW WWOW WW WSW W W W 9 1 W W W W W W W W W W \ W + + + + + + + + + + + + + + + + d V� y W W y W W y y W y W y y W y y y y W W �L V• •L W W w \ + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / � �\ ....... + + + + + + + + + + + + +\ + �' a W W W W W W W \ + + + + + + + + + + + + +\ `1' +i d W W W W W W W W W W -GT + + + + + + + + l + + + + + a A El al �l a 9 / 0 / a Q a / \ \IT7 F 0! REMOVE TEMPORARY SIDEWALK I AND REPLACE WITH SEED OR SOD � I � i Gam. Design Tree ENGINEERING AND LAND SURVEYIN6. 2510 Broadway Street South 3339 W. St. Germain St., Suite 250 Alexandria, MN 56308 St. Cloud, MN 56301 (320) 762 -1290 (Phone) (320) 217 -5557 (Phone) (320) 762 -8054 (Fax) (320) 217 -5597 (Fax) / i / / / / j i Gam. i� � NOTES: 1. ALL DISTURBED AREAS SHALL BE RESTORED AND SEEDED WITH SEED MIX 25 -251 (HYDROSEED) OR SOD. 2. INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY. 3. PROVIDE SILT FENCE PERIMETER CONTROL AROUND ENTIRE CONSTRUCTION ACTIVITY, AND ALL TEMPORARY STOCKPILES. 4. TEMPORARY ROCK ENTRANCES SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 5. NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. 6. REFER TO THE CITY OF MONTICELLO EROSION CONTROL REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING. EROSION CONTROL QUANTITIES: ROCK CONSTRUCTION ENTRANCE (100 SY) SILTFENCE (282 LF) SEED MIX 25 -151 (HYDROSEED) OR SOD (510 SY) 0 INLET PROTECTION (3 EA) THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING M ol 1 Iff ARCHITECTS & BUILDERS 320 \251.4109 320 \240.8711 fx 3335 West St. Germain Street PO Box 1228 St Cloud, MN 56302 -1228 A& Design Tree ENGINEERING AND LAND SURVEYIN6. 2510 Broadway Street South 3339 W. St. Germain St., Suite 250 Alexandria, MN 56308 St. Cloud, MN 56301 (320) 762 -1290 (Phone) (320) 217 -5557 (Phone) (320) 762 -8054 (Fax) (320) 217 -5597 (Fax) / i i� � NOTES: 1. ALL DISTURBED AREAS SHALL BE RESTORED AND SEEDED WITH SEED MIX 25 -251 (HYDROSEED) OR SOD. 2. INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY. 3. PROVIDE SILT FENCE PERIMETER CONTROL AROUND ENTIRE CONSTRUCTION ACTIVITY, AND ALL TEMPORARY STOCKPILES. 4. TEMPORARY ROCK ENTRANCES SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 5. NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. 6. REFER TO THE CITY OF MONTICELLO EROSION CONTROL REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING. EROSION CONTROL QUANTITIES: ROCK CONSTRUCTION ENTRANCE (100 SY) SILTFENCE (282 LF) SEED MIX 25 -151 (HYDROSEED) OR SOD (510 SY) 0 INLET PROTECTION (3 EA) THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING M ol 1 Iff ARCHITECTS & BUILDERS 320 \251.4109 320 \240.8711 fx 3335 West St. Germain Street PO Box 1228 St Cloud, MN 56302 -1228 A& Design Tree ENGINEERING AND LAND SURVEYIN6. 2510 Broadway Street South 3339 W. St. Germain St., Suite 250 Alexandria, MN 56308 St. Cloud, MN 56301 (320) 762 -1290 (Phone) (320) 217 -5557 (Phone) (320) 762 -8054 (Fax) (320) 217 -5597 (Fax) I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. \,,,.j 41L-a� DATE: 01/11/16 LICENSE #: 23897 �W M �Z z F xz REVISIONS SHEET TITLE EROSION CONTROL PLAN DRAWNBY. DATE. PROD. NO. RJK 01/11/16 03615009 SHEET NO. Cm4*0 SITE NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM. 2. MATERIALS AND INSTALLATION SHALL COMPLY WITH CODES, UTILITY REQUIREMENTS, LAWS AND ORDINANCES OF FEDERAL, STATE, OSHA AND LOCAL GOVERNING BODIES HAVING JURISDICTION. 3. THE CONTRACTOR SHALL COMPLY WITH ALL CODES AND STANDARDS APPLICABLE TO THIS PROJECT THAT ARE LISTED BUT NOT LIMITED TO: NEC, NFPA, NEMA, ANSI, IES, IEEE, NFPA LIFE SAFETY 101, ASHRAE 90.1, IECC ENERGY CODE AND IBC BUILDING CODE. 4. PRIOR TO ANY DIGGING, TRENCHING, ETC. CONTACT ALL LOCAL UTILITY COMPANIES AND MUNICIPALITIES AND CONFIRM EXACT LOCATIONS OF ALL EXISTING UTILITIES. 5. MATERIALS AND EQUIPMENT SHALL BE LISTED AND /OR LABELED BY UL OR ANOTHER NATIONALLY RECOGNIZED TESTING LABORATORY. 6. ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC SHALL BE NEW, UNLESS SPECIFICALLY NOTED AS EXISTING TO BE REUSED. 7. ALL MATERIALS AND EQUIPMENT SHALL BE STORED, HANDLED, ERECTED, INSTALLED, CONNECTED, CLEANED, ADJUSTED, TESTED, CONDITIONED AND PLACED IN SERVICE IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS AND RECOMMENDATIONS. 8. COORDINATE THE UTILITY COMPANY SERVICE FEEDS AND INSTALLATION. 9. ALL POLE FIXTURES TO BE LOCATED 4' AWAY FROM EDGE OF CURB. 10. ALL EXTERIOR LIGHT FIXTURES TO BE CONNECTED TO A COMMON EQUIPMENT GROUND. USE #8, TYPE THWN. 11. ALL CIRCUIT TO BE PLACED IN 1" CONDUITS UNLESS OTHERWISE NOTED. CIRCUIT TO USE COPPER WIRE, TYPE THWN. 12. THE CONTROLLING LIGHTING CONTACTORS SHALL BE MOUNTED INSIDE THE BUILDING WITH TIME -CLOCK CONTROL & REMOTE PHOTOCELLS LOCATED ON THE EXTERIOR SIDE OF THE BUILDING WALL. INSTALL PHOTOCELLS AT LOCATIONS WHERE BUILDING OR OTHER OBSTRUCTIONS WILL NOT INTERFERE WITH THEIR PROPER OPERATION. FINAL BRANCH CIRCUIT SUPPLY CONNECTIONS WILL BE PROVIDED BY THE BUILDING ELECTRICAL CONTRACTORS. 13. MIN. BURIAL DEPTH FOR THE LIGHTING CIRCUIT SHALL BE 24 ". A SLIGHT DECREASE IN DEPTH IS ALLOWED WITHIN 10' OF THE POLES. 14. VERIFY CONSTRUCTION AREAS ON OTHER SITE PLANS FOR POTENTIAL OBSTACLES AND CONSTRUCTION LIMITS. C +0. +0 +0.1 +0. i +1, +0.2 +1. +7 +0.2 +1.2 +5 +0.1 +0.4 + , 0 +0. LIGHTING FIXTURE SCHEDULE TYPE LAMPS WATTAGE DESCRIPTION NOTES 1 LED 17 LED RECESSED DOWNLIGHT - NOTES: LijI Q 0 wl a z z 0 a- o= 0 co w 0 z 0 w 7) \ r M m m o w + + + + + + + + + + W J J D z 0.1 0.1 0.1 0.1 0.1 0.1 0,1 0.1 0.1 0.1 z v .i U z � + = Q 3 w p + + 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 .1 0.1 + 0.1 o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 `�,0.1 0.1 '01 0.1 0.1 0.1 X0.1 0.1 0.1 p r7 + + + + + + + + + + + + + + + + \+ + + + + + + + O 0.1 0.1 0:1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1.1 0.1 0.1 0.1 Ln � V 0.1 0.1 .1 0.1 0.1 0.1 0.1 0.1 01 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 z + + + + + + + + + + + + + + + + + + + + + + + + + + + o 0.1 0.1 .1 0. 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0. 0.1 0.1 0.1 0 0 + + + + + + + + + + ° + + + + + + + + + + + + + + + + + + + + U 0.1 .1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 `,0.2 0.2 0.2 0.2 0.1 0.1 0,1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 Cl + "+ +/ + + + + + + + + + + + + + + + + + + + + +'\ + + \5+ + + + + + N 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.3 0.2 0.1 0.1 LoM + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 I O 0.1 0.1 0.2 0.3 0.5 0.6 0.8 0.8 0.8 0.8 0.9 ® 0.6 0.7 0.9 0.9 0.8 0.8 0.9 1.0 1.0 0.9 0.8 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.6 0.5 0.3 0.2 0.1 0.1 �Lo ® o (Dcfl + + + + + + + + + + + + + + + + + + + + + + + + + + +` + + 3 I Ln 0.1 0.1 0.2 0.3 0.4 0.7 1.1 1.4 1.4 1.2 1.2 1.4 1. O 0.7 1.1 1.5 1.5 1.2 1.1 1.3 1.6 1.6 1.3 1.1 1.3 1.5 1.5 1.2 1.0 1.1 1.3 1.4 1.1 0.7 0.4 0.3 0.2 0.1 0.1 Im � O CO + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o M 0.1 0.2 0.3 0.9 1.6 2.2 2.1 .6 2.0 e 9 1.5 2.2 2.2 1.7 1.4 1.8 2.3 2.3 1.7 1.4 1.7 2.2 2.3 1.7 1.3 1.4 1.9 2.2 1.7 1.0 0.5 0.3 0.2 0.1 0.1 cn + 10 10 10 10 10 10 00 c 0.1 0.5 0.3 0.2 0.1 Q ro a- Li- IF- 71 FrEFT ul + F111 p + 1 .5 + ( V � Qo On Qo oD 10 +1 Qo +0.1 0 Pill O Lo__1 Q' El ILLi A 0- - +0.3 10 10 - 10 -" 10 10 + + + + + + + + + +1. + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.2 0.4 0.6 1.0 1.7 2.2 2.0 3 0.9 1.6 2.2 2.3 1.8 1.5 1.9 2.4 2.5 1.9 1.5 1.8 2.4 2.4 1.9 1.5 1.9 3.5 9.1 9.7 3.8 0.9 0.3 0.2 0.1 10 10 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + 0.1 0.2 0.3 0.5 0.8 1.3 1.6 1.6 1.3 1.3 1.9 2.1 2.0 1.2 0.6 0.4 0,8 1.5 2,1 2.3 1.7 1.3 1.5 1.8 1.8 1.4 1.2 1.5 1.8 1.8 1.5 1.2 1.4 1.8 1.8 1.5 1.2 1.4 2.2 3.7 .0 2.0 0.6 0.3 0.2 0.1 11 1 0.6 0.8 0.9 1.0 1. 1. 1. 1. 0. E 0.3 03 04 1. 1.6 1.7 1.3 1.1 1.0 1.1 1.1 1.0 0.9 1.0 1.1 1.1 1.0 0.9 1.0 1.1 1.1 1.0 0.9 0.9 1.0 1 0.7 0.4 0.2 0.1 0.1 + + + + + + + + + + + + + + fi +�4 3 +� + + + + + + + + + + + + + + + + + + + + + + + + + + + 0. 0. 0.2 0. 0. 0. 0. 0. 0.5 0.5 0.5 0.5 0.4 0.3 0.\ 0.3 0.3 0.3 0.4 0.5 0.6 0.6 0.6 6 0,5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.2 �0�.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0. 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 .3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 .1 0.1 0.1 1 + 0.1 +0.'P +0.1 + :2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.1 +0.2 +0.2 +0.2 +0.2 +0.3 +0.3 +0.3 +0.3 +0.3 \ + 2\ 0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.1 +0.1 + .1 +0.1 +0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0:2 0.2 0.2 0.2 0.2 0.2' 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. , 0.1 .1 0.1 0.1'� 0.1 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. �+0-1+0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 b.1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 + + + + + + + + + + + + + + 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1 SITE LIGHTING PLAN ° 7.5 15 30 El.l SCALE: 1" = 15' If� O cq z O z Q o v cq o �n oz 0 Qm w o I oC/) Z ww : _ b Cn 3: o 0 O J W cn kI". q C E. O C/) w U - m cn cn M.�.., U A pCj W ( cz 0 ao 0 112 m cl m 11 a i U �Emn F W TO If� O SHEET NO. E1.1 z O z Q o � oz 0 Qm w z oC/) Z ww : _ Cn 3: o 0 O J U O C/) w Z m 0 w 0 - m cn SHEET NO. E1.1 CITY OF Monticello COUNCIL CONNECTION FEBRUARY 22, 2016 DEPARTMENT OF BUILDING SAFTEY Commercial Construction Update Monticello Crossing (IRET Apartment Building) continues to progress with two framing crews on the project. They are busy placing pre -built wall panels in their required locations, constructing fire rated wall panels at stair wells and building area separation locations. Floor trusses and sub -floor sheathing continue to be placed on two of the construction areas. Roof trusses and sheathing are in progress on the phase 11 section. The electrician is working in the underground parking garage to provide lighting and other electrical components that will enhance the parking garage's use for material storage and staging. Auto Zone is moving forward; it is expected that a pre- construction meeting will take place within the next two weeks as scheduling permits. The 2015 Minnesota Plumbing Code (2012 Uniform Plumbing Code with State Amendments) is now in effect as of January 23, 2016. This is not part of the International Model Code System that our other codes are part of. There continues to be disagreement as to uniform enforcement pertaining to several code requirements — we (jurisdictions, building officials, and inspectors throughout MN) continue to work on these issues to bring uniformity from one jurisdiction to another. There is no new information related to the adoption of MN Rules Chapter 7511— 2012 International Fire Code. CITY C1F Montiello COUNCIL CONNECTION JANUARY, 2016 DMV Transactions January 2016, the DMV processed 6,661 transactions 253 more than January 2015. DMV year -to date revenue is $44,032.68 a decrease of $2,342.64 or ( -5.1 %) over the same period last year. Please see the following schedules and graphs for more detail. DMV RECAP COMPARISON FOR 2011 -2016 Accumlative Change % MONTH/ YEAR Monthly Transaction Count Monthly TOTAL $ COLLECTED Monthly DMV Revenue Monthly Transaction Count Change over Prior Year Monthly DMV Revenue Change over Prior Year Jan -11 4,858 $ 1,055,111.55 $ 21,371.58 $ 16,162.86 75.6% Jan -12 5,522 $ 1,278,495.17 $ 37,534.44 664 $ 16,162.86 Jan -13 5,633 $ 1,320,990.85 $ 39,764.77 111 $ 2,230.33 Jan -14 5,8661 $ 1,446,610.41 $ 40,164.33 233 $ 399.56 Jan -15 6,408 $ 1,638,758.42 $ 46,375.32 542 $ 6,210.99 Jan -16 6,661 $ 1,552,700.05 $ 44,032.68 253 $ (2,342.64) Feb -11 4,982 $ 1,032,897.31 $ 27,624.07 $ 31,287.15 63.9% Feb -12 5,652 $ 1,173,015.71 $ 42,748.36 670 $ 15,12419 Feb -13 5,500 $ 1,186,703.62 $ 40,770.21 (152) $ (1,978.15) Feb -14 5,817 $ 1,248,557.39 $ 38,910.70 317 $ (1,859.51) Feb -15 6,103 $ 1,552,724.23 $ 44,029.96 286 $ 5,119.26 Feb -16 - $ $ $ 48,172.57 $ Mar -11 6,097 1 $ 1,210,709.86 $ 33,573.49 $ (13,930.42) -10.7% Mar -12 6,802 $ 1,496,197.56 $ 50,458.91 705 $ 16,885.42 Mar -13 5,529 $ 1,287,220.07 $ 36,276.31 (1,273) $ (14,182.60) Mar -14 6,587 $ 1,508,292.16 $ 46,503.21 1,058 $ 10,226.90 Mar -16 8,224 $ 1,834,522.51 $ 58,145.73 1,637 $ 11,642.52 Mar -15 - $ $ - -- $ Apr -11 5,961 $ 1,118,188.94 $ 32,097.64 $ 14,180.19 8.8% Apr -12 5,528 $ 1,311,367.72 $ 44,250.68 (433) $ 12,153.04 Apr -13 6,207 $ 1,410,940.74 $ 44,208.19 679 $ (42.49) Apr -14 6,769 $ 1,545,140.80 $ 49,621.43 562 $ 5,413.24 Apr -15 7,138 $ 1,796,965.46 $ 50,202.02 369 $ 580.59 Apr -16 . $ $ -- $ - May -11 4,851 $ 1,104,176.43 $ 33,919.73 $ 21,490.31 9.71/ May -12 5,974 $ 1,177,228.70 $ 37,751.18 1,123 $ 3,831.45 May -13 6,378 $ 1,416,908.77 $ 48,814.48 404 $ 11,063.30 May -14 6,705 $ 1,570,491.19 $ 47,105.14 327 $ (1,709.34) May -15 5,789 $ 1,481,427.96 $ 45,042.09 (916) $ (2,063.05) May-16 - $ $ --• $ - Jun -11 5,788 $ 1,324,978.77 $ 32,731.90 --- •-- Jun -12 5,265 $ 1,234,600.93 $ 43,378.15 (523) $ 10,646.25 Jun -13 5,283 $ 1,265,153.04 $ 37,903.81 18 $ (5,474.34) Jun -14 5,720 $ 1,460,919.68 $ 43,703.24 437 $ 5,799.43 Jun -15 6,615 $ 1,888,007.57 $ 47,720.84 895 $ 4,017.60 Jun -16 - $ $ - -- $ Jul -11 3,783 $ 1,024,904.55 $ 27,597.23 S 86,926.27 35.2% Jul -12 5,169 $ 1,391,660.81 $ 38,589.10 1,386 $ 10,991.87 Jul -13 4,975 $ 1,590,494.35 $ 40,822.05 (194) $ 2,232.95 Jul -14 5,848 $ 1,949,275.49 $ 44,599.75 873 $ 3,777.76 Jul -15 5,972 $ 1,875,032.63 $ 46,171.09 124 $ 1,571.34 Jul -16 . $ $ -- $ Aug -11 5,415 $ 1,568,535.81 $ 38,376.01 -0.7% 49,376 Aug -12 5,043 $ 1,742,588.88 $ 39,507.10 (372) $ 1,131.09 Aug -13 4,909 $ 1,594,192.26 $ 38,529.59 (134) $ (977.51) Aug -14 5,514 $ 1,744,064.13 $ 43,820.89 605 $ 5,291.30 Aug -15 5,663 $ 1,750,523.66 $ 42,361.98 149 $ (1,458.91) Aug -16 - I $ $ - -- $ Sep -11 4,733 $ 1,607,007.19 $ 33,657.59 8.4% $ 458,053.28 $ 29,712.84 Sep -12 3,862 $ 1,226,543.67 $ 31,889.50 (871) $ (1,768.09) Sep-13 4,962 $ 1,593,901.77 $ 36,622.06 1,100 $ 4,732.56 Sep -14 4,554 $ 1,521,340.40 $ 35,071.79 (408) $ (1,550.27) Sep -15 5,337 $ 1,926,111.81 $ 40,759.00 783 $ 5,687.21 Sep -16 - $ $ -- $ Oct -11 4,032 $ 1,045,550.78 $ 29,205.57 _.. _.. Oct -12 4,580 $ 1,217,258.98 $ 36,491.03 548 $ 7,285.46 Oct -13 4,375 1 $ 1,306,661.53 $ 32,969.10 (205) $ (3,521.93) Oct -14 4,879 $ 1,745,519.07 $ 38,839.96 504 $ 5,870.86 Oct -15 4,888 $ 1,615,667.44 $ 37,245.25 9 $ (1,594.71) Oct -16 . $ $ - -- $ - Nov -11 3,752 $ 1,182,584.63 $ 29,130.88 134,924 Nov -12 3,628 $ 1,100,487.25 $ 29,241.07 (124) $ 110.19 Nov -13 3,696 $ 1,062,780.01 $ 27,357.25 681$ (1,883.82) Nov -14 4,205 $ 1,213,032.90 $ 33,506.13 509 $ 6,148.88 Nov -15 4,350 $ 1,373,939.02 $ 32,456.61 145 $ (1,049.52) Nov -16 - $ $ - -- $ - Dec -11 4,005 $ 1,093,117.04 $ 25,931.39 Dec -12 5,974 $ 1,026,924.27 $ 27,108.50 1,969 $ 1,177.11 Dec -13 4,973 $ 1,242,071.18 $ 32,139.83 (1,001) $ 5,031.33 Dec -14 4,998 $ 1,549,981.22 $ 35,646.77 25 $ 3,506.94 Dec -15 5,648 $ 1,541,329.76 $ 40,608.08 650 $ 4,961.31 Dec -16 . $ $ - -- $ - 2011 TOTAL 58,257 $ 14,367,762.86 $ 365,217.08 2012 TOTAL 62,999 $ 15,376,369.65 $ 458,948.02 4,742 $ 93,730.94 2013 TOTAL 62,420 $ 16,278,018.19 $ 456,177.65 (579) $ (2,770.37) 2014 TOTAL 67,462 $ 18,503,224.84 $ 497,493.34 5,042 $ 41,315.69 2015 TOTAL 72,135 $ 20,275,010.47 $ 531,117.97 4,673 $ 33,624.63 2016 TOTAL 6,661 $ 1,552,700.05 $ 44,032.68 #VALUE! $ (2,342.64) Jan 2016 Transactions I Transactions DMV Revenue Year -to -date DMV Revenue - Accumlative Change Accumlative Change % I I Transactions Year -to -date I Accumlative Change I Accumlative Change % $ 21,371.58 4,858 5 37,534.44 $ 16,162.86 75.6% 5,522 664 13.7% $ 39,764.77 $ 2,230.33 5.9% 5,633 111 2.0% $ 40,164.33 $ 399.56 1.0% S,866 233 4.1% $ 46,375.32 $ 6,210.99 15.5% 6,408 542 9.2% $ 44,032.68 $ (2,342.64) -5.1% 6,661 253 3.9%.. $ 48,995.65 9,840 $ 80,282.80 $ 31,287.15 63.9% 11,174 1,334 13.6% $ 80,534.98 $ 252.18 0.3% 11,133 (41) -0.4% $ 79,075.03 $ (1,459.95) -1.8% 11,683 550 4.99A $ 90,405.28 $ 11,330.25 14.3% 12,511 828 7.1% ••• $ 82,569.14 ... . ___ --- 15,937 _.. $ 130,741.71 $ 48,172.57 58.3% 17,976 2,039 12.8% $ 116,811.29 $ (13,930.42) -10.7% 16,662 (1,314) -7.3% $ 125,578.24 $ 8,766.95 7.5% 18,270 1,608 9.756 $ 148,551.01 $ 12,967.25 18.3% 20,735 2,465 13.5% ___ $ 114,666.78 ... --- --- 21,898 ... ... S 174,992.39 5 60,325.61 52.6% 23,504 1,606 7.3% $ 161,019.48 $ (13,972.91) -8.0% 22,869 (635) -2.7% $ 175,199.67 $ 14,180.19 8.8% 25,039 2,170 9.5% $ 198,753.03 $ 13,336.25 13.4% 27,873 2,834 11.3% $ 148,586.51 --- ___ ... 26,749 ... ... $ 212,743.57 $ 64,157.06 43.2% 29,478 2,729 10.2% $ 209,833.96 $ (2,909.61) -1.4% 29,247 (231) -0.8•% 5 222,304.81 5 12,470.85 5.9% 31,744 2,497 8.5% $ 243,795.12 $ 21,490.31 9.71/ 33,662 1,918 6.0% ._ $ 181,318.41 ° - ... --- 32,537 --- -- 5 256,121.72 S 74,803.31 41.3% 34,743 2,206 6.8% $ 247,737.77 $ (8,383.95) -3.3% 34,530 (213) -0.6% $ 266,008.05 $ 18,270.28 7.4% 37,464 2,934 8.5% $ 291,515.96 $ 25,507.91 9.6% 40,277 2,813 7.5% $ 208,915.64 --- •-- •-- 36,320 --- ... $ 294,710.82 $ 85,795.18 41.1% 39,912 3,592 9.9% $ 288,559.82 $ (6,151.00) -2.1% 39,505 (407) -1.0% $ 310,607.80 S 22,047.98 7.6% 43,312 3,807 9.6% $ 337,687.05 $ 27,079.25 83% 46,249 2,937 6.81% --- $ 247,291.65 --- •-- --- 41,735 ... -- $ 334,217.92 S 86,926.27 35.2% 44,955 3,220 7.7% $ 327,089.41 $ (7,128.51) -2.1% 44,414 (541) -1.2% $ 354,428.69 $ 27,339.28 8.4% 48,826 4,412 9.9% $ 380,049.03 $ 25,620.34 7.2% 51,912 3,086 6.3% $ 280,949.24 46,468 5 366,107.42 $ 85,158.18 30.3% 48,817 2,349 5.1% $ 363,711.47 $ (2,395.95) -0.7% 49,376 559 1.1% S 389,500.48 $ 25,789.01 7.1% 53,380 4,004 8.1% $ 420,808.03 $ 31,307.55 8.0% 57,249 3,869 7.2% _._ $ 310,154.81 _.. .._ ... 50,500 ... ... $ 402,598.45 $ 92,443.64 29.8% 53,397 2,897 5.7% $ 396,680.57 $ (5,917.88) -1.5% 53,751 354 0.7% $ 428,340.44 $ 31,659.87 8.0% 581259 4,508 8.4% $ 458,053.28 $ 29,712.84 6.9% 62,137 3,878 6.7% $ 339,285.69 54,252 $ 431,839.52 5 92,553.83 27.3% 57,025 2,773 5.1% $ 424,037.82 $ (7,801.70) -1.8% 57,447 422 0.7% S 461,846.57 $ 37,808.75 8.9% 62,464 5,017 8.7% $ 490,509.89 $ 28,663.32 6.2% 66,487 4,023 6.4% $ 365,217.08 --- ••• .__ 58,257 _.. _.. $ 458,948.02 $ 93,730.94 25.7% 62,999 4,742 8.1% 5 456,177.65 $ (2,770.37) -0.6% 62,420 (579) -0.9% $ 497,493.34 $ 41,315.69 9.1% 67,462 5,042 8.1% $ 531,117.97 $ 33,624.63 6.8% 72,135 4,673 6.9% 125,998 4,742 124,840 (579) -0.5% 134,924 10,084 8.1% 144,270 9,346 6.9•% #VALUE! #VALUE! #VALUE! CITY OF ,A Monticello COUNCIL CONNECTION February 22, 2016 ENGINEERING DEPARTMENT 2016 CONSTRUCTION PROJECTS- COMMUNICATIONS UPDATE The City's website and Facebook Page have been updated to provide information on the construction projects proposed for 2016, which include: 711 Street Retaining Wall TH 25 /CSAH 75 Intersection Improvements Core Street and Utility Improvement Project TH 25/7t1 Street Intersection Improvements Please see the enclosed map of general project information that will be displayed at City Hall and the Community Center in addition to the individual project maps as necessary. Staff is also working on an extensive communication plan including contacting: Adjacent businesses impacted by the projects, Monticello Chamber, School District, Bus Company, Wright County dispatch, Monticello Times, Channel 12, City of Buffalo and Big Lake, etc. MnDOT will assist in the communications and provide a link to their website and utilize 511 and twitter for traffic updates 7TH STREET RETAINING WALL UPDATE Construction is anticipated to start on February 29, 2016, 7th Street will be reduced to one lane in each direction between Walnut Street and Cedar Street. However, the lane reductions will only be in place Monday — Friday from 7am -3pm and the work is anticipated to be complete by April 1. See enclosed letter and map that was mailed to businesses along 7th Street between Wright Street and Minnesota Street. Council Connection — 02/22/16 As noted in the February 8 Council Connection, the contractor will be using the Redi- Rock ledgestone large block wall. See attached example photo. The wall will not have a top cap. The color staining pattern will be determined at a later date. TH 25 /CSAH 75 INTERSECTION IMPROVEMENTS UPDATE An open house is scheduled for March 16, 5:30pm -7:30 pin. See the enclosed flyer. Project staging plans are also enclosed and will be on display at the open house and posted on the City's website. In general, TH 25 and CSAH 75 will be reduced to one through lane in all directions in order to construct the project. The left turn lane on northbound and southbound TH 25 would be maintained and the left and right turn lanes on CSAH 75 would be maintained. Council members suggested that the River Street approaches to TH 25 be closed. If needed during construction, staff would propose providing for right -in /right- out access at River Street only, with left turns from TH 25 to River Street being restricted and restricting through traffic on River Street crossing TH 25. This modification would be implemented if determined to be needed during construction and is not being proposed at this time. The contractor plans to start April 18 with the project being complete by June 17. These dates are subject to change. The contractor is restricted to interfering with traffic in addition to the lane closures already implemented between noon on Friday and 7:00 a.m. Mondays or a holiday weekday. 951h STREET EXTENSION WSB has completed the topographic survey and is currently completing the traffic analysis, preliminary roadway alignments, and a cost estimate for the roadway extension. This information will be presented to the Council at a workshop on March 14 for Council to consider moving forward with completion of the feasibility report. Below is the proposed schedule for reviewing the project information. 3/1 or 3/2: Staff Review 3/3: Special TAC meeting 3/14: Council workshop Week of 3/28: Public informational meeting (will be held if Council moves forward with directing WSB to complete the feasibility report) Document Path: K:\02 59 6- 1 0 0 \GIS \Maps \ConstructionProjects.mxd O Of 0 N > U C) j 0 U C c °- ' O C O o a r N T o m y o •N ¢O x C H O U) E CL CU LL in a H CD MA M 0 Z• Ln 0 , M ' C 0.90 ® ® Q m U y _o U €L 0 Z) U m C �? 0 a ' r C CD CU 0 Ix 0 y am (D > 0 r; to a Cq CO W SD .. e a) rr M{ > >�+�� CA v ' _ N r 40 A _r Mo e o February 19, 2016 wl ; pct in ax.f Ac"4 Trapq&hcs h Si- �v1 tS.-rfgkt St ,qv-.k KtV%VbGS +n— S* PHONE: 763 -295 -2711 Fnx:763- 295 -4404 505 Walnut Street Suite 1 ; Monticello, MN 55362 CONSTRUCTION NOTIFICATION – Construction and traffic impacts along 7111 Street between February 29 and April 1, 2016. The City of Monticello is committed to making transportation improvements to enhance safety and operations of the roadway networks within the community. With these goals in mind, the City is planning improvements to the intersection of Trunk Highway (TH) 25 and 7"' Street, which include two construction stages: Stage 1: Construction timeline: February 29 – April 1 Improvements: Construction of a retaining wall along the north side of 7th Street between TH 25 and Cedar Street, adjacent to Hillside cemetery. This is needed to accommodate the widening of 7th Street for a westbound right turn lane during Stage 2 construction. Stage 2: Proposed Construction timeline: August – October Proposed Improvements: Addition of a right turn lane on westbound 7th Street at TH 25 and addition of a right turn lane on northbound and southbound TH 25 at 7th Street. Signal improvements, including implementation of flashing yellow arrows for left turns, are also included. A sidewalk is also proposed along the south side of 7`h Street between TH 25 and Cedar Street. This stage of the project is currently being designed with construction plans being prepared. You will be notified of a public open house that will be held mid - summer to learn more information. The City has awarded a construction contract to Sunram Construction, Inc. to construct the retaining wall along 7th Street between TH 25 and Cedar Street during Stage 1. This is anticipated to occur between February 29 and April 1, 2016. In order for the work to be completed, 7" Street will be reduced down to one lane in each direction between Walnut Street and Cedar Street as shown on the enclosed map. The lane reductions will only occur between 7 a.m. and 3 p.m. Monday through Friday. The City has several other construction projects plamied for 2016, including intersections improvements at TH 25 and CSAH 75 and a street and utility reconstruction project in the adjacent area. Please visit the home page scroller of the City's website at www.ci.monticello.mn.us or contact City Hall at 763 - 295 -2711 for more information or if you have any questions regarding these projects. Thank you. Ii www.ci.monticello.mn.us s �r R . i M Z� 0Y >- w rm U LL f F W fJl AMTS 8VO33 o Q W Z W O U f N p U J 3 a SZ Hl Z Z a W w f- w LLJ xz, a � a r O .t Y a �IL1 y T 7N .x i? v t I �I �l 0 4 +I r d' 3 S I �o S P- 4� a- X L u- V 4 CITY OF Monticeflo TH 25 and CSAH 75 (Broadway St E) Intersection Improvements Open House The City of Monticello received federal, state and county funding to complete improvements at the intersection of TH 25 and CSAH 75 (Broadway St E). Construction will include adding turn lanes, medians, signal improvements, pedestrian access and safety improvements to ease congestion, improve accessibility and add capacity at this busy intersection (see layout on back). Lane closures on TH 25 and CSAH 75 will be in effect to construct the project. Drivers will be able to cross the intersection at all times during construction. It is anticipated that construction will occur from April to July 2016. More information will be provided at the open house prior to construction. Generial information related to other City projects will be available at the meeting or please visit the City's website at www.ci.monticello.mn.us or call City Hall at (763) 295 -2 7 11 i m U W �2 U W y 0 J N Y d si ild O ff] a C � _O Q 6L t—�--I— L IL J-A 4L Cp Z O L) U) Z 0 LLI U) 10 CZ kap,� Q-) �o1, zz �g 2 ;jj �2 U) -j LU z J-A 4L Cp Z O L) U) Z 0 LLI U) 10 CZ kap,� Q-) �o1, zz �g 2 ;jj �2 1 A-r a� i. t t ` MUM a' 11 f _r 1 r. -1- t; .............. 011 { ,y. .,.�.�c Jam'" ► �,� r 1 F 3� co W m m z O U 7 d' N z O U O U � o z O Z z U o W 0 F J M IL a t0.1 2 W O El 9 z W F- a 0 z LU O a U x O co a z a z a O U N W a In 0 w � O h � U O a S' _r 1 r. -1- t; .............. 011 { ,y. .,.�.�c Jam'" ► �,� r 1 F 3� co W m m z O U 7 d' N z O U O U � o z O Z z U o W 0 F J M IL a t0.1 2 W O El 9 z W F- a 0 z LU O a U x O co a z a z a O U N W a In 0 w � O h � U O a U a G W IF W Z • .. ;i e t W CL 0 WCD LLI IIAbI® U W - GL 5 -- -- - ow z U Q J_ a a Ott - cz - o a m tz.r �+ '• is OKIV } a� - ------- - - - - -- ,. " - - - - -- - -- *= - CITY OF Monticello COUNCIL CONNECTION FEBRUARY 22, 2016 FIBERNET MONTICELLO Subscriber Statistics Residential, business, and total subscriber counts from the February 2016 billing cycle are attached. January and February are traditionally quiet months with a decline in the number of installs, but subscriptions typically gain momentum as we move into spring. This trend is reflected in the counts for February. Management Selection Process FiberNet continues to move forward with the process of selecting a company to manage operations. Mayor Stump would like to establish a subcommittee (negotiations team) with the purpose of identifying and negotiating terms of the agreement between the City and a contract manager. Currently there are two companies interested and qualified to operate the system: Arvig and CTC. Both candidates have had the opportunity to submit questions and request information from FiberNet staff. All information requested has been provided to both companies to ensure fairness in the proposal process. We expect to conclude the information gathering process by the week of February 22nd. The two companies will then have 2 -4 weeks to prepare their proposals. The negotiations team would be responsible for working with each candidate to refine the proposals and negotiate details of the contract management arrangement. Once final proposals have been established, they will be presented to the City Council for selection. Staff expects the negotiation process will require at least two meetings with the candidate companies. Based on discussions with Mayor Stumpf, the proposed negotiations team would include: Council Connection — 02/22/16 • Lloyd Hilgart, City Council • Glen Posusta, City Council • Joel Jamnick, City Attorney • Jeff O'Neill, City Administrator • Wayne Oberg, Finance Director • Rachel Leonard, Communications Coordinator • Bryan Rabe, Head End Technician aui r*� W O C0 z . . . . . L� 19 1� [Y 9) 1-4 0 o o o L. o 10 10 'D C, C, C5 C14 r-,: r-, LO (0` vi Ln C', 6 LO r.q La 0 N 14 '.-' CO 0 R 'o R E, n R �o O R N M " � 9 0 1) > 0 -c, -0 > ti CO N m C, 00 10 10 'o CD 0 CD C, > O-CC,8-o-o'8 Bu > I aw E E- a� " 0. E� I &- E-- E- I �- I &- I �- aui z . . . . . o o o L. o 10 10 'D C, C, C5 C14 r-,: r-, LO (0` vi Ln C', 6 LO r.q 0 O 0 N 14 '.-' CO 0 R 'o R E, n R �o O R N M " � 9 0 1) > 0 -c, -0 > U 4.0 o CGS M U) M CT) Gil Ln > 4c U a V. L �i L. 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N o N al Ln n 00 lT n V u] d' c-I ll) d' 00 N D) m' lD N N � Ln M M c-I D) mi Ln o � M O N W to m N C al M -4 M M 00 V� C N d Y � � C C C 0 O_ 5 D N u O Adu t L Q Q Ln O Z V N j .L a s cO G N bA C i V) W fQ N L O L O a J vii awn. vmT +N v} +^ SuOIIJIW Jan 16 Nov Sep Jul May Mar Jan 15 Nov Sep Jul May Mar Jan 14 Nov Sep Jul May Mar Jan 13 Nov Sep Jul May Mar Jan 12 Nov Sep Jul May Mar Jan 11 Nov Sep Jul May Mar Ian 10 Nov iep lul Nay Nar an 09 CITY OF Monticello COUNCIL CONNECTION February 22, 2016 PARKS DEPARTMENT Staff is working on the following tasks listed below: • Chipping requests • Cemetery; selling and locating graves • Locating Riverside grave lot pins • Equipment /vehicle repairs • Park rental setups • Routine building maintenance • Pathway sidewalk tree trimming • Snow equipment repairs • Park sign repairs • Park sign construction Updates: Park Signs: Staff is currently constructing new park signs and making repairs on existing park signs throughout the city West Bridge Park Vandalism: On January 30th vandals broke one of the large windows at the warming house at West Bridge Park. The window was boarded up for a week while the tempered glass was ordered. The repairs were completed on February 11 th Otter Creek Park: Staff is about half way through the construction of the new gazebo being built for Otter Creek Park. 4th Street Park: The 4th Street Park warming house will be closed for the season due to the warmer temperatures. We had a great skating season. Council Connection — 02/22/16 STREET DEPARTMENT Shop: The shop has been busy doing normal maintenance on equipment and vehicles with other repairs as listed: • Replaced wing edge, temperature control, blower motor and air conditioner compressor. • Replaced cutting edges on unit #116. • Replace plow cutting edge on unit #110. • Replaced serpentine belt on unit #163. • Replaced lift cylinder solenoid on unit #121. • Finished rebuilding unit #108 used for summer street sweeping. • Replaced hydraulic hose's on unit #103. Streets: • Sign replacement in the Groveland area. • Boulevard tree trimming in various areas. • Sign repairs various areas. • Street light and stop light repairs. Snow Removal: • From mid - January through mid - February, the department has had full crews out three times and partial crews out two times, with a total of 7.5 inches of snow in that time frame. Temperatures ranged from a high of 42 degrees to a low of -10 degrees. Council Connection — 02/22/16 SEWER & WATER DEPARTMENT The Sewer & Water Department has been working on the following items: • Installing Neptune radio readers on water meters in the Cardinal Hills area which has 274 accounts. Installations began on January Th. and there are 15 accounts remaining to complete. • Beginning on February 17th, staff will begin installing Neptune radio readers on water meters in all of Briar Oaks Estates, Eastwood Knoll 1st and 2" d, and Meadow Oak Estates; totaling 119 accounts. • Televising of sanitary sewer and manhole inspections in the Southeast Quadrant. • Installed a new 6 inch dump valve on the back of the 9 yard debris tank on our jet /vac. This will allow staff to dump the lift station and sewer cleaning debris at the head end building at the WWTP. • Cleaned and inspected 760,000 gallon below ground reservoir. • On February 1s1 staff completed a drill on confined space rescue with the Monticello Fire Department inside the reservoir. • Truck, equipment, and building maintenance. • 514 MG of water was pumped in 2015, which was up 0.6% from 2014. • The maximum day demand was 3.203 MG of water on June 16, 2015. • Staff inspected water and sanitary sewers hookups on 44 new residential homes and 4 new commercial buildings. Staff also inspected 30 new water and sanitary sewer hookups on open lots in the Sunset Ponds addition. • The State requirement for Minnesota cities is to be under 10% of unaccounted water per year, and Monticello's unaccounted water in 2015 was at 6 %. r �/Z A 2 - .alt- , 0 (IJ �