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City Council Agenda Packet 05-09-2016
AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, May 9, 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 April 25, 2016 • Regular Meeting Minutes from April 25, 2016 C. Consideration of Adding Items to Agenda D. Citizen Comments E. Public Service Announcements/Updates • Farmer's Market Opening (5/12) • Spring Leaf Pickup (5/14) • Construction Updates F. Council Liaison Updates • IEDC • Planning Commission • BCOL G. Department Updates • City Administrator Update • Park Department Update 2. Consent Agenda A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale or disposal of surplus city property D. Consideration of approving an application for temporary on -sale liquor license for United Legacy for an event to be held on May 20, 2016 E. Consideration of approving annual liquor license renewals for 2016 -2017, contingent upon payment of fees and completion of required forms F. Consideration of adopting Resolution #2016 -021 to accept a contribution from the Monticello Lions Club towards the installation of a 200 amp electrical panel at the west parking lot of the Monticello Community Center G. Consideration of approving proposal from Miracle Recreation for the replacement of the playground equipment at Par West Park H. Consideration of approving a new open air shelter at Ellison Park I. Consideration of adopting Resolution #2016 -028 to accept a contribution from the Monticello Lions Club to purchase a new electric stove for Pioneer Park J. Consideration of approving Verizon Construction Documents for Installation of Wireless Communication Facilities at Jefferson Commons Water Tower K. Consideration of approving a Special Event Permit for outdoor entertainment and use of Park & Ride lot for overflow parking for a fundraising event on Saturday, June 4th, 2016 at River City Extreme. Applicant: MAML Hockey L. Consideration of approving an application for an excluded charitable gambling permit for Riverfest bingo to be conducted by the Monticello Senior Center M. Consideration of adopting Resolution #2016 -029 to approve donations from Farmer's Market and Walk and Roll sponsors N. Consideration of adopting Resolution #2016 -030 accepting bids and awarding contract for the 2016 Sealcoat and Fog Seal Project 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 Monday, April 25, 2016 — 5 p.m. Bridge 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: Rachel Leonard, Wayne Oberg, Angela Schumann, Shibani Bisson, and Tom Moores. Others present: Chuck Rickart, WSB, and Brett Weiss, WSB. 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5 p.m. 2. 95th Street Extension Chuck Rickart, WSB, presented an overview of the 95th Street Extension. The presentation addressed the following: Initial project concerns; Current traffic analysis; Traffic volumes; and Future traffic projections. There was discussion among City Council members and WSB staff on individuals that would actually use 95th Street instead of Gillard Avenue if extended. Much is left to human behavior and Gillard Avenue is a more direct route. Preliminary 95th Street Roadway Alignment options and pedestrian connections were discussed. Part of this discussion was the construction of a potential noise wall with the expansion of I -94. Two options for roadway alignments and the noise wall were displayed. It was noted that the preliminary roadway and trail construction cost is estimated to be approximately $1.1 million, which does not include right of way or easement acquisition or the noise wall cost. The noise wall cost is estimated to range from $500,000 - $750,000. The next item discussed was the Gillard Avenue at CR 39 Intersection. It was encouraged that improvements should be considered here with or without the 95th Street Extension. The safety improvement options were then discussed. There was a citizen in the audience that noted how fast individuals drive on Gillard and the number of accidents that have taken place. The City Council discussed the options. They expressed their concern for safety. Some of the mentioned WSB recommendations were: Work with Wright County on short term improvements at the intersection of Gillard Avenue and CR 39. Complete the feasibility report for 95th Street. It was a consensus of the City Council that this should be a future budget item. City Council Special Meeting Minutes — January 25, 2016 Page 1 1 Glen Posusta moved to pursue consideration of extending 95r' Street in 2017 and to complete the feasibility study and to proceed with WSB completing a design memo addressing the improvements on CR 39 and Gillard Avenue. Lloyd Hilgart seconded the motion. Motion carried 4 -1; Charlotte Gabler voted against. She feels that this should be budgeted in approximately 3 -5 years out. 3. Flashing Yellow Arrows at Major Intersections Shibani Bisson, WSB, presented on implementing flashing yellow arrows at major intersections, discussions with Wright County and MnDOT, and reviewed the costs and funding. Chuck Rickart provided a recap of the advantage of having flashing yellow arrows. The City Council was in general support and discussed the areas they thought would be most benefitted. Glen Posusta moved approval of installing flashing yellow arrows all along Trunk Highway 25 and the intersection of CSAH 75 and Elm Street. Charlotte Gabler seconded the motion. Motion carried unanimously. 4. 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, April 25, 2016 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Brian Stumpf, Charlotte Gabler, Lloyd Hilgart, Tom Perrault, and Glen Posusta Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Brian Stumpf called the meeting to order at 6:30 p.m. with a quorum present. The pledge of allegiance was recited. B. Approval of Meeting Minutes • Regular Meeting Minutes from April 11, 2016. Charlotte Gabler moved approval of the minutes as amended. Tom Perrault seconded. Motion carried unanimously. C. Consideration of Adding Items to the Agenda • None. D. Citizen Comments • None. E. Public Service Announcements • Recycling Day — Rachel Leonard, Communications Coordinator, provided information on the event. In addition, she mentioned that the commuter parking lot will be closed for this event. • Shibani Bisson gave an update on TH 25 /CSAH 75 Construction project schedule. She touched on two items. 1) The traffic lights were off this weekend. She addressed the issue and it is being corrected. 2) Ms. Bisson described the improvements that were currently being made. Brian Stumpf brought up the issue that pedestrian traffic was being directed to cross TH 25 at 3rd Street. Ms. Bisson responded that this is not encouraged and direction signs with that information will be removed. Staff prefers that people cross at a controlled intersection, preferably 7th Street. • Brian Stumpf introduced Jim Thares, the new Economic Development Director. F. Council Liaison Updates • FiberNet Advisory Board — the meeting was cancelled. City Council Minutes —April 25, 2016 Page 1 1 7 • EDA — Lloyd Hilgart noted that Block 34 and associated issues were discussed. The issues related to soils and any possible contamination. The EDA approved funding for additional testing. • MCC Advisory Board — Brian Stumpf noted that a majority of the meeting was spent on discussion on Friendship Island. • Personnel Committee — Brian Stumpf stated that the Committee discussed future training opportunities. • MOAA — the next meeting will be on May 11, 2016. The meeting agenda will include discussion on solar. Wright County has put a six month moratorium on solar. • Safety Committee — Tom Perrault noted that the City is in the process of updating their Safety manual. G. Department Updates Tom Moores, Street Superintendent, gave a presentation relating to an overview of the Street Department. City Administrator Update: 1. Jeff O'Neill noted that CTC and Arvig both submitted their responses to the City's inquiries in regard to Fibernet Management. The City is reviewing their responses from a legal standpoint and checking their lists of references. The plan is to schedule a City Council workshop the week of May 16. 2. Mr. O'Neill updated on the Highway 25 Coalition. The group is meeting on Friday, April 29. All entities noted preliminary approval of the draft. The final document needs approval needs final approval. Both the City of Monticello and Sherburne County have signed the document. 3. League of MN Cities Annual Conference registration is still open and Mr. O'Neill encouraged attendance. 4. There will be a volunteer appreciation picnic on June 23. All board/commission members and volunteers are invited to attend. 2. Consent Agenda 11 Tom Perrault moved to approve consent agenda excluding F, I, J, and K. Charlotte Gabler seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $577,696.10. B. Consideration of approving new hires /departures. Recommendation: Approved the hires for MCC, Streets, and Parks and the terminations for Streets and Parks. City Council Minutes —April 25, 2016 Page 2 1 7 C. Consideration of approving the sale /disposal of surplus city property. Recommendation: No report this cycle. D. Consideration to adopt Resolution 2016 -027 authorizing conveyance of City property to the City of Monticello Economic Development Authority by Quit Claim Deed for Outlot A, Otter Creek Crossings 1St Addition and Outlot C, Otter Creek Crossings Yd Addition. Recommendation: Approved Resolution 2016- 027 authorizing Conveyance of City Property to the EDA by Quit Claim Deed for Outlot A, Otter Creek Crossings 111 Addition and Outlot C, Otter Creek Crossings Yd Addition. E. Consideration to approve applications for temporary on -sale liquor licenses for the Monticello Lions Club for Riverfest Community Celebration events on July 16 and 17, 2016. Recommendation: Approved the three temporary on -sale liquor license application for the Riverfest Community Celebration events on July 16 and 17, 2016. F. Consideration to approve changes and Ordinance amendments to certain City Board and Commissions. Recommendation: ITEM WAS PULLED FROM THE CONSENT AGENDA. G. Consideration to approve Ordinance No. 638 amendment the Therapeutic Massage Enterprises and Massage Therapists ordinance by amending Section 3- 18-2: Definitions. Recommendation: Approved Ordinance 638 amending the Therapeutic Enterprises and Massage Therapists Ordinance. H. Consideration to approve a Special Event Permit for a 5K Run/Walk on September 24, 2016, sponsored by Party for a Purpose to benefit the Monticello Cancer Center. Recommendation: Approved the Special Event Permit for Party for a Purpose 5K run on September 24, 2016. I. Consideration to approve a request for an Amendment to Conditional Use Permit (CUP) for Development and Final Stage Planned Unit Development (PUD) and approval of development agreement for Jerry Hartung Addition for a single lot development in the B -4 (Regional Business) District. Applicant: Retail Partners Monticello, LLC. Recommendation: ITEM WAS PULLED FROM THE CONSENT AGENDA. Consideration to approve Resolution 2016 -022 authorizing the application for MnDOT Stand -Alone Noise Barrier Program. Recommendation: ITEM WAS PULLED FROM THE CONSENT AGENDA. K. Consideration to approve Resolution 2016 -023 to Advance Municipal State Aid funds for the 2016 Street Reconstruction Project, City Project No. 15CO01 and TH 25/7th Street Project, City Project No. 15C004. Recommendation: ITEM WAS PULLED FROM THE CONSENT AGENDA. City Council Minutes —April 25, 2016 Page 3 1 7 2A. Consideration of items removed from the consent agenda for discussion. F. Consideration to approve changes and Ordinance amendments to certain City Board and Commissions. Tom Perrault pulled the item. He expressed concern over the elimination of certain boards or commissions and the lack of Council representation on certain boards or commissions. Glen Posusta moved approval of Ordinance 636 amending the City Code by eliminating Title II, Chapter 7 — Police Advisory Commission and Ordinance 637 amending Section 2 -10 -3, Industrial and Economic Development Committee: Membership. Lloyd Hilgart seconded the motion. Motion carried 4 -1; Tom Perrault voted against for reason listed above. I. Consideration to approve a request for an Amendment to Conditional Use Permit (CUP) for Development and Final Stage Planned Unit Development (PUD) and approval of development agreement for Jerry Hartung Addition for a single lot development in the B -4 (Regional Business) District. Applicant: Retail Partners Monticello, LLC. Glen Posusta pulled the item. His concern was the appearance of the rear elevation. His concern was that is lacked aesthetics. Steve Grittman, Northwest Associated Consultants (NAC), responded that the building is consistent with the PUD that was originally approved. Lloyd Hilgart moved approval of the amendment to CUP for Development and Final Stage PUD and approval of development agreement for Jerry Hartung Addition for a single lot development in the B -4 District. Charlotte Gabler seconded the motion. Motion carried 4 -1; Glen Posusta voted against for reason listed above. Consideration to approve Resolution 2016 -022 authorizing the application for MnDOT Stand -Alone Noise Barrier Program. Tom Perrault pulled the item and questioned how the program will be funded. Shibani Bisson responded that the program calls for 90% being paid by MnDOT and 10% being paid by the City. It was also mentioned that there is the possibility of the City being reimbursed the 10% at the time MnDOT decides to expand I94 to three lanes which would then qualify for the noise barrier. Glen Posusta moved approval of Alternative I to adopt Resolution 2016 -022 authorizing the submittal of a Greater Minnesota Stand -Alone Noise Barrier Program. Lloyd Hilgart seconded the motion. Motion carried unanimously. City Council Minutes —April 25, 2016 Page 4 1 7 K. Consideration to approve Resolution 2016 -023 to Advance Municipal State Aid funds for the 2016 Street Reconstruction Project, City Project No. 15C001 and TH 2517th Street Project, City Project No. 15C004. Lloyd Hilgart pulled the item and questioned the dollar amount of State Aid funds the City is allocated each year and how many years will need to be advanced. Shibani Bisson commented that the City receives approximately $400,000 per year and can borrow up to five times the amount. For the project the City needs to be advanced approximately $1.5 million, so the City would be advanced approximately four years of funds. She also mentioned that the amount is based on actually amounts and these numbers are estimates. Lloyd Hilgart moved approval of Resolution 2016 -023 to Advance Municipal State Aid Funds for the 2016 Street Reconstruction Project. Glen Posusta seconded the motion. Motion carried unanimously. 3. Public Hearings A. Consideration to approve Resolution 2016 -024 accepting Part 2 of the City of Monticello Wellhead Protection Plan for submission to the Minnesota Department of Health. Shibani Bisson presented the item and identified the sections of the plan which include: the goals, the plan of action, and a comment period. She noted that the Water Superintendent will need to document their actions in regard to the plan, followed by comments and approval. The final action is the plan being submitted to the Department of Health. In general, Part 2 consists of an inventory of the potential contaminant sources within the Drinking Water Supply Management Area (DWSMA) and a plan to address these potential contaminant sources and reporting requirements. Brian Stumpf opened the public hearing. No one testified. Brian Stumpf closed the public hearing. Lloyd Hilgart moved approval of Resolution 2016 -024 accepting Part 2 of the Wellhead Protection Plan. Charlotte Gabler seconded the motion. Motion carried unanimously. 4. Regular Agenda A. Consideration to accent the Northwest Monticello Interchange Land Use Stud for inclusion in the Northwest Interchange Study Steve Grittman, NAC, provided an update on the interchange options that were studied. He then reviewed a summary of comparisons of the potential four options. He added that the study, after being accepted, is to be utilized by WSB & Associates and incorporated into the full interchange study. Some of the areas City Council Minutes —April 25, 2016 Page 5 1 7 addressed were: land use issues; infrastructure issues; environmental issues; and public policy issues such as economic development. Mr. Grittman reviewed four possible concepts for the possible future interchange. These included: Orchard Road; County Road 39; interchanges at both Orchard Road; and County Road 39; or neither location as a possible interchange. There was some discussion amount the Council in regard to budget and the preferred sites. Charlotte Gabler moved to accept the Northwest Monticello Interchange Land Use Study. Lloyd Hilgart seconded the motion. Motion carried 4 -1; Glen Posusta voted against. His concern is that Xcel Energy will not allow an interchange at Orchard Road. B. Consideration of a request for Development Stage Planned Unit Development (PUD) for a multiple family attached housing project in the Central Community District (CCD). Applicant: Masters Fifth Avenue Steve Grittman, NAC, presented the rezoning request of the property located at Lots 1 -3, Block 36, to a Planned Unit Development District and PUD Development Stage approval that would accommodate the development of a 23- unit multiple family residential building in the CCD. It was noted that the Planning Commission unanimously recommended approval of the request pending conditions recommended by staff. Glen Posusta questioned the minimal level of on- street parking and the appearance of the garage building including the roof and the siding. Lloyd Hilgart also commented on the appearance of the garage building. Some of the concerns was the appearance of the roof and the fact that is should be flat to match the building and the lack of detail on the front exterior. There was also discussion among the City Council on the extension of the sidewalks. Tom Perrault asked who would pay for the remaining sidewalk extension continuing from this property. Steve Grittman responded that this could funded with Park Dedication fees. Brian Stumpf is concerned about the density and that fact that this proposal doesn't fit with the "Embracing Downtown" plan. Angela Schumann responded that the Economic Development Authority is addressing the "Embracing Downtown" plan in their work plan and that, although the plan still has validity, there are needed changes. Barry Fluth, the Developer, and Brad and Lisa Hiltz, the applicants, addressed the City Council and some of the concerns raised. Barry Fluth is confident that such a proposal is a good buffer between retail and residential and will jump start redevelopment. Brad and Lisa Hiltz discussed the types of materials that will be used and the cost factor associated. They mentioned that the front of the garage City Council Minutes —April 25, 2016 Page 6 1 7 exterior could be given some detail to match the exterior of the building. There was continued discussion on the appearance of building. Steve Grittman reminded the City Council that they will have the opportunity to approve the final PUD. Glen Posusta moved approval of Alternative 1 to adopt Resolution 2016 -026 approving the Development Stage PUD based on the findings in said resolution, and contingent on compliance with the conditions as presented in Exhibit Z and with the comments made by the City Council and that they will be presented the final PUD for approval. Charlotte Gabler seconded the motion. Motion carried 4 -1; Brian Stumpf voted against for the reason that the proposal doesn't fit within the "Embracing Downtown" plan. By consensus the meeting was adjourned at 9 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator -q. IV City Council Minutes —April 25, 2016 Page 7 17 City Council Agenda: 05/09/16 2A. Consideration of approving payment of bills (WO) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $930,194.30. 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 List of Commonly Coded AP Funds Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 05/02/2016 - 12:56PM Batch: 00215.04.2016 - 215.04.2016 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 4/30/2016 5843395 -5 61.12 04/30/2016 217 - 41990 - 438100 4/30/2016 5806932 -5 85.21 04/30/2016 101 - 45201- 438100 4/30/2016 5821009 -5 494.88 04/30/2016 101 - 42200 - 438100 4/30/2016 5799425 420.62 04/30/2016 101 - 43127 - 438100 4/30/2016 5799427 82.62 04/30/2016 101 - 43127 - 438100 4/30/2016 5820786 115.46 04/30/2016 101 - 43127 - 438100 4/30/2016 5837384 643.88 04/30/2016 101 - 43127 - 438100 4/30/2016 5864452.7 372.53 04/30/2016 101 - 45501- 438100 4/30/2016 5788570 -9 160.88 04/30/2016 609 - 49754- 438100 4/30/2016 5768542 -2 199.62 04/30/2016 101 - 41940- 438100 4/30/2016 5768542 -2 4,616.31 04/30/2016 226 - 45122- 438100 4/30/2016 5768542 -2 74.86 04/30/2016 101 - 45175- 438100 4/30/2016 5768542 -2 99.81 04/30/2016 101 - 42800 - 438100 4/30/2016 5828859 -8 36.94 04/30/2016 101 - 41940 - 438100 4/30/2016 8235331 -9 115.91 04/30/2016 101 - 41941- 438100 4/30/2016 82353333 -5 60.19 04/30/2016 101 - 41941- 438100 4/30/2016 8000015233 -2 WWTP 5,972.19 04/30/2016 602 - 49480 - 438100 4/30/2016 5863599 -6 74.72 04/30/2016 101 - 42700 - 438100 4/30/2016 5804618 -6 15.85 04/30/2016 101 - 45201- 438100 Check Total: 13,703.60 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 2 4/7/2016 March Sales Tax - Liquor Store 37,038.51 04/30/2016 609- 00000 - 208100 4/7/2016 March Sales Tax - Liquor Store 0.49 04/30/2016 609 - 00000 - 362900 4/7/2016 March Sales Tax - FiberNet 5,873.86 04/30/2016 656- 00000 - 208100 4/7/2016 March Sales Tax - FiberNet 11.14 04/30/2016 656- 49870 - 443990 4/7/2016 March Sales Tax - General 134.80 04/30/2016 101 - 00000 - 208100 4/7/2016 March Sales Tax - General -0.80 04/30/2016 101 - 41940 - 443990 4/7/2016 March Sales Tax - MCC 7,919.15 04/30/2016 226 - 00000 - 208100 4/7/2016 March Sales Tax - MCC -0.15 04/30/2016 226- 45122- 443990 4/7/2016 March Sales Tax - Water 151.81 04/30/2016 601 - 00000 - 208100 CITE' OF i16 ont. eRo Reference ACH Enabled: True ACH Enabled: True AP- Computer Check Proof List by Vendor (05/02/2016 - 12:56 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 4/7/2016 March Sales Tax - Water 0.29 04/30/2016 601 - 49440 - 443990 4/7/2016 March Sales Tax - Riverside Cemetery 4.00 04/30/2016 651- 49010 - 349470 4/7/2016 March Sales Tax - Water - correction -0.10 04/30/2016 601 - 49440 - 443990 Check Total: 51,133.00 Vendor: 3679 SUPERIOR PRESS Check Sequence: 3 4/28/16 Deposit Bags 120.72 04/30/2016 101 - 41520- 421990 Check Total: 120.72 Vendor: 2405 WELLS FARGO - Monthly Charges/Retums Check Sequence: 4 April 2016 Wells account service charge 840.26 04/30/2016 101 - 41520- 443980 April 2016 MCC credit card fees 44.95 04/30/2016 226 - 45122- 443980 April 2016 MCC credit card fees 1,955.22 04/30/2016 226 - 45122- 443980 April 2016 MCC credit card fees 120.09 04/30/2016 226 - 45122- 443980 April 2016 Liquor Store Credit card Fees 5,580.85 04/30/2016 609 - 49754 - 443980 April 2016 Liquor Store Credit card Fees 20.00 04/30/2016 609 - 49754- 443980 April 2016 City Hall Credit Card Fees 391.49 04/30/2016 101 - 41520- 443980 April 2016 Utility Credit Card Fees 143.39 04/30/2016 601 - 49440 - 443980 April 2016 Utility Credit Card Fees 143.40 04/30/2016 602 - 49490 - 443980 April 2016 Utility Credit Card Fees 3.70 04/30/2016 601 - 49440 - 443980 April 2016 Utility Credit Card Fees 3.69 04/30/2016 602 - 49490 - 443980 April 2016 FiberNet Credit Card Fees 919.29 04/30/2016 656- 49870 - 443980 April 2016 Bank Returns 4/13/16 41.17 04/30/2016 226 - 45122- 347910 April 2016 Bank Returns 4/13/16 2.83 04/30/2016 226 - 00000 - 208100 April 2016 Bank Returns 4/13/16 150.00 04/30/2016 656- 00000 - 115025 April 2016 Bank Returns 4/14/16 290.06 04/30/2016 226 - 45122- 347910 April 2016 Bank Returns 4/14/16 24.00 04/30/2016 226 - 45122- 347905 April 2016 Bank Returns 4/14/16 45.00 04/30/2016 226 - 45122- 347930 April 2016 Bank Returns 4/14/16 19.94 04/30/2016 226 - 00000 - 208100 April 2016 Bank Returns 4/22/16 35.95 04/30/2016 656- 00000 - 115025 Check Total: 10,775.28 Vendor: 1585 XCEL ENERGY Check Sequence: 5 4/30/2016 51- 4400193 -4 17.25 04/30/2016 101 - 43160 - 438100 4/30/2016 51- 6572904 -0- WWTP 14,758.74 04/30/2016 602 - 49480 - 438100 4/30/2016 51- 6505905 -0 5,529.39 04/30/2016 601 - 49440 - 438100 4/30/2016 51- 6505906 -1 1,293.61 04/30/2016 602 - 49490 - 438100 4/30/2016 51- 6505907 -2 90.41 04/30/2016 101 - 43120- 438100 4/30/2016 51- 6505907 -2 (2) 46.43 04/30/2016 101- 43120- 438100 4/30/2016 ZZZNEP - IMPLEM - 51- 6505908 -3 17.00 04/30/2016 101 - 42500- 438100 ACH Enabled: True ACH Enabled: True ACH Enabled: True AP- Computer Check Proof List by Vendor (05/02/2016 - 12:56 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 4/30/2016 51- 6505909 -4 209.51 04/30/2016 217 - 41990- 438100 4/30/2016 51- 6505910 -7 1,717.24 04/30/2016 609 - 49754- 438100 4/30/2016 51- 6505912 -9 85.80 04/30/2016 101 - 42700 - 438100 4/30/2016 51- 6505913 -0 914.91 04/30/2016 101 - 42200 - 438100 4/30/2016 51- 6505914 -1 1,263.89 04/30/2016 101 - 43127 - 438100 4/30/2016 51- 0371645 -4 19.50 04/30/2016 101 - 45201- 438100 4/30/2016 51- 6505916 -3 13,576.10 04/30/2016 101 - 43160 - 438100 4/30/2016 51- 0011127817 -9 68.17 04/30/2016 101 - 43160 - 438100 4/30/2016 51- 7780310 -4 53.70 04/30/2016 101 - 41940 - 438100 4/30/2016 51- 9069641 -8 2,026.86 04/30/2016 656- 49877 - 438100 4/30/2016 51- 9391437 -3 225.44 04/30/2016 101 - 41941 - 438100 4/30/2016 ZCULPS 51- 0623082 -8 18.03 04/30/2016 213 - 46522- 438100 4/30/2016 51- 6505915 -2 - Parks 1,291.93 04/30/2016 101 - 45201- 438100 4/30/2016 51- 6505915 -2 - Water 265.90 04/30/2016 601 - 49440 - 438100 4/30/2016 51- 6505915 -2 - NSP ballfld - Security Lights 46.10 04/30/2016 101 - 45203- 438100 4/30/2016 51- 6505915 -2 - NSP ballfld - Softball Asso. 220.54 04/30/2016 101 - 45203- 438100 4/30/2016 51- 4271112 -2 Library 935.14 04/30/2016 101 - 45501- 438100 4/30/2016 51- 6505911 -8 - City Hall 1,626.91 04/30/2016 101 - 41940- 438100 4/30/2016 51- 6505911 -8 - MCC 7,368.93 04/30/2016 226 - 45122- 438100 4/30/2016 51- 6505911 -8 - Senior Center 382.80 04/30/2016 101 - 45175- 438100 4/30/2016 51- 6505911 -8 - National Guard 191.40 04/30/2016 101 - 42800 - 438100 Check Total: 54,261.63 Total for Check Run: 129,994.23 Total of Number of Checks: 5 The preceding list of bills payable was reviewed and approved for payment. Date: 5/9/16 Approved by Mayor Brian Stumpf AP- Computer Check Proof List by Vendor (05/02/2016 - 12:56 PM) Page 3 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 05/04/2016 - 1:IOPM Batch: 00202.05.2016 - 202.05.2016 AP Invoice No Description Amount Payment Date Acct Number CITE' OF i16 ont. eRo Reference Vendor: 1021 AME RED E MIX INC Check Sequence: I ACH Enabled: False 106867 Otter Creek Gazebo- (3.5) 4000 628.75 05/10/2016 10145201- 421990 Check Total: 628.75 Vendor: 1977 ANCOM COMMUNICATIONS INC Check Sequence: 2 ACH Enabled: False 59923 (10) Minitor V Belt Clip 154.00 05/10/2016 101 - 42200 - 421990 Check Total: 154.00 Vendor: 4393 DOUG ANTONY Check Sequence: 3 ACH Enabled: False 050416 FiberNet acct. 763 - 296 -5707 Final Credit 129.95 05/10/2016 656- 00000 - 115025 Check Total: 129.95 Vendor: 1039 AQUA LOGIC INC Check Sequence: 4 ACH Enabled: True 44776 Replace Lamps on Family Spa; Clean Quartz Sk 757.64 05/10/2016 226 - 45122- 421610 Check Total: 757.64 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 5 ACH Enabled: False 3096137 resale - beer 44.50 05/10/2016 609 - 49750- 425200 Check Total: 44.50 Vendor: 2886 AUSCO DESIGN AND MARKETING Check Sequence: 6 ACH Enabled: False 2447 (36) Safety Green Poly Shirts 351.00 05/10/2016 101 - 45201- 420650 Check Total: 351.00 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 7 ACH Enabled: True 411043 (3) Fork lift tanks filled 58.00 05/10/2016 101 - 43127 - 421990 Check Total: 58.00 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1065 BELLBOY CORPORATION Check Sequence: 8 ACH Enabled: True 53268700 resale - liquor 706.75 05/10/2016 609 - 49750- 425100 53268700 resale- wine 192.00 05/10/2016 609 - 49750- 425300 53268700 freight 21.60 05/10/2016 609 - 49750- 433300 53374600 resale - liquor 740.50 05/10/2016 609 - 49750- 425100 53374600 freight 15.40 05/10/2016 609 - 49750- 433300 93843800 resale - mix 47.50 05/10/2016 609 - 49750- 425500 93843800 freight 0.21 05/10/2016 609 - 49750- 433300 Check Total: 1,723.96 Vendor: 1067 BERNICK'S Check Sequence: 9 ACH Enabled: False 114226 resale - soda pop 143.55 05/10/2016 609 - 49750- 425400 114226 resale -juice 16.40 05/10/2016 609 - 49750- 425500 114227 resale - beer 2,115.90 05/10/2016 609 - 49750- 425200 114228 resale - beer credit - 326.40 05/10/2016 609 - 49750- 425200 114649 Water for Parties 19.20 05/10/2016 226- 45127- 421460 114649 Resale - Pop, Water, Juice 279.00 05/10/2016 226 - 45127- 425410 117200 resale -juice 16.40 05/10/2016 609 - 49750- 425500 117200 resale - soda pop 98.55 05/10/2016 609 - 49750- 425400 117201 resale -beer 1,657.30 05/10/2016 609 - 49750- 425200 117202 resale -beer credit -44.40 05/10/2016 609 - 49750- 425200 Check Total: 3,975.50 Vendor: 2535 BORDER STATES ELECTRIC SUPPLY Check Sequence: 10 ACH Enabled: True 911127403 (60) orange marking par; (1,200) cbl ties; (12) re 503.14 05/10/2016 656- 49877 - 421990 911135141 (2) rust marking wand 50.15 05/10/2016 656- 49877 - 421990 911149501 (1,000) flex clip 103.02 05/10/2016 656- 49877 - 421990 Check Total: 656.31 Vendor: 4443 DAVE & ELIZABETH BOTHUM Check Sequence: 11 ACH Enabled: False 050416 FNM acct. 763 - 295 -0764 Final Credit 132.24 05/10/2016 656- 00000 - 115025 Check Total: 132.24 Vendor: 1080 BRAEMAR MAILING SERVICE INC Check Sequence: 12 ACH Enabled: False 57091 UB Qtr 12016 (3930) Print, Fold, Envelope (1/2 755.97 05/10/2016 601- 49440 - 431800 57091 UB Qtr 12016 (3930) Print, Fold, Envelope (1/2 755.96 05/10/2016 602 - 49490 - 431800 57091 UB Qtr 12016 (3930) MCC Insert 78.60 05/10/2016 226 - 45122- 431950 57091 UB Qtr 12016 (3930) FNM Insert 39.30 05/10/2016 656 - 49870 - 434990 57091 UB Qtr 12016 (3930) Recycling Day Insert 318.60 05/10/2016 101 - 43110- 432200 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 3 Check Total: 1,948.43 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 13 ACH Enabled: False 1080461790 resale - liquor 957.17 05/10/2016 609 - 49750- 425100 1080461790 resale - wine 294.48 05/10/2016 609- 49750- 425300 1080461790 freight 19.82 05/10/2016 609 - 49750- 433300 1080465221 resale - liquor 819.49 05/10/2016 609 - 49750- 425100 1080465221 resale- wine 566.00 05/10/2016 609 - 49750- 425300 1080465221 resale - wine 24.89 05/10/2016 609- 49750- 425300 Check Total: 2,681.85 Vendor: 1749 CALIX NETWORKS INC Check Sequence: 14 ACH Enabled: True 10010801 May 2016 Flow Analyzer 395.00 05/10/2016 656- 49877 - 431900 10010802 May 2016 Compass Consumer Connect. 245.00 05/10/2016 656- 49877 - 431900 1154092 (20) SFU ONT Enclosure w/ splice tray 580.00 05/10/2016 656- 49877 - 421990 1154092 utx - shipping - (20) SFU ONT Enclosure w/ spli 49.24 05/10/2016 656- 49877 - 421990 Check Total: 1,269.24 Vendor: 1094 CAREFREE LAWN SERVICE INC Check Sequence: 15 ACH Enabled: True 15285 Hillside Cem.- Sp. Clean -up; ltr dens pickup 150.00 05/10/2016 101 - 45201- 431050 15285 Riverside Cem.- Sp. Clean -up; Itr deris pickup 350.00 05/10/2016 651- 49010 - 431050 Check Total: 500.00 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 16 ACH Enabled: False 12363 resale- wine 528.00 05/10/2016 609 - 49750- 425300 Check Total: 528.00 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 17 ACH Enabled: False 00933844 Bulk Carbon Dioxide (3881bs) 103.60 05/10/2016 226 - 45122- 421600 Check Total: 103.60 Vendor: 2476 CSI DIGITAL INC Check Sequence: 18 ACH Enabled: True 103627 May 2016 monthly fiber feed -1 Gbps 2,700.00 05/10/2016 656 - 49879 - 430930 Check Total: 2,700.00 Vendor: 1746 CUSTOM FIRE APPARATUS INC Check Sequence: 19 ACH Enabled: True 16944 Engine #4- (2) Trombett Defende 12v- Fire Dept 193.95 05/10/2016 101 - 42200 - 422110 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 4 Check Total: 193.95 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 20 ACH Enabled: True 04/21/16 resale - beer credit (56) Coors Light picked up - 940.80 05/10/2016 609 - 49750- 425200 1196367 resale - beer NA 75.55 05/10/2016 609- 49750- 425400 1196367 resale - beer 1,160.20 05/10/2016 609 - 49750- 425200 125009 resale - beer 21,181.07 05/10/2016 609 - 49750- 425200 125009 resale - beer NA 215.10 05/10/2016 609 - 49750- 425400 125259 resale - beer credit -34.80 05/10/2016 609- 49750- 425200 125517 resale - beer 31,293.76 05/10/2016 609 - 49750- 425200 125517 resale - beer NA 100.80 05/10/2016 609 - 49750- 425400 125537 resale - beer 2,352.00 05/10/2016 609 - 49750- 425200 125676 resale - beer 929.70 05/10/2016 60949750- 425200 125676 resale - beer n/a 59.60 05/10/2016 609 - 49750- 425400 Check Total: 56,392.18 Vendor: 4435 RON DENN Check Sequence: 21 ACH Enabled: False 2100 Toro 2006 2100 Toro Workman- Parks Dept Auction 4,100.00 05/10/2016 101 - 45201- 424100 Check Total: 4,100.00 Vendor: 4233 DI -MAR CONSTRUCTION INC Check Sequence: 22 ACH Enabled: False Voucher No 8 14C002 - PHOSPH - Voucher #8 151,523.97 05/10/2016 602 - 00000 - 165010 Check Total: 151,523.97 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 23 ACH Enabled: True 339027 15C001 -Reconstruction Area 5 Bids Ad# 5339 539.07 05/10/2016 400 - 43300 - 459011 339028 Sign PH Ad# 537430 92.30 05/10/2016 101 - 41910 - 435100 339029 ZMISMS - Middle School PH Ad# 537438 110.76 05/10/2016 101 - 41910 - 435100 339030 Special Events Permits PH Ad# 537445 92.30 05/10/2016 101 - 41910 - 435100 339031 ZMISPW - CUP Pinewood Elem PH Ad# 5374E 110.76 05/10/2016 101 - 41910 - 435100 339032 ZNXLZO - Next Level PH Ad# 537473 110.76 05/10/2016 101 - 41910 - 435100 342127 PH 5 -11 -16 - Sale of Land Ad# 540498 92.30 05/10/2016 213 - 46301 - 435100 Check Total: 1,148.25 Vendor: 3681 STERLING EGAN Check Sequence: 24 ACH Enabled: False 4/24/2016 Referee Mens Hockey - 4 Games - 4/24/16 160.00 05/10/2016 226 - 45127- 430160 4/29/2016 Referee Mens Hockey - 2 Games - 4/27/16 80.00 05/10/2016 226 - 45127- 430160 Check Total: 240.00 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4434 EGAN COMPANY Check Sequence: 25 ACH Enabled: False 4/25/2016 100009 - Temporary Service Request Hwy 25/C 200.00 05/10/2016 400 - 43300 - 459010 Check Total: 200.00 Vendor: 1680 EPIC PRODUCTS INC Check Sequence: 26 ACH Enabled: False 0496619 resale - gift bags; wine stoppers; glass holder 279.00 05/10/2016 609 - 49750- 425400 0496619 Freight- gift bags; wine stoppers; glass holder 41.25 05/10/2016 609 - 49750- 433300 Check Total: 320.25 Vendor: 4426 JEFF FARNICK Check Sequence: 27 ACH Enabled: False 4/18/2016 reimburse mileage (208) Mar. 12 Nisswa, MN 112.32 05/10/2016 101 - 42200 - 433100 Check Total: 112.32 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 28 ACH Enabled: False 0188228 (2) Locator/Monitor Metrotech 850 -1/2 Water 100.00 05/10/2016 601 - 49440 - 422100 0188228 (2) Locator/Monitor Metrotech 850 -1/2 Sewer 100.00 05/10/2016 602 - 49490 - 422100 Check Total: 200.00 Vendor: 2174 FINANCE AND COMMERCE Check Sequence: 29 ACH Enabled: False 742709468 15CO01 - Reconstruction Area 5 Bids 268.20 05/10/2016 400 - 43300 - 459011 Check Total: 268.20 Vendor: 1188 FORESTEDGE WINERY Check Sequence: 30 ACH Enabled: False 1720 resale -wine 351.00 05/10/2016 609 - 49750- 425300 Check Total: 351.00 Vendor: 4419 STEPHEN GEORGE Check Sequence: 31 ACH Enabled: False 050416 FiberNet acct. FNM- 001 -5542 Final Credit 83.07 05/10/2016 656- 00000 - 115025 Check Total: 83.07 Vendor: 1712 DARYL GILLES Check Sequence: 32 ACH Enabled: False 4/24/16 reimburse toll hwy- Conference 4/23/16 3.80 05/10/2016 101 - 42200 - 433100 Check Total: 3.80 Vendor: 4391 WIL GOETSCH Check Sequence: 33 ACH Enabled: True 4/25/2016 Referee Mens Hockey - 4 Games - 4/24/16 160.00 05/10/2016 226 - 45127- 430160 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 6 Check Total: 160.00 Vendor: 4090 GOLDEN WEST TECHNOLOGIES Check Sequence: 34 ACH Enabled: False 160410424 April 2016 (517) Helpdesk; (265) Video Sup; (2; 980.50 05/10/2016 656- 49870 - 431990 Check Total: 980.50 Vendor: 4447 HUNTER & KRISTINE HARY Check Sequence: 35 ACH Enabled: False 050416 FiberNet acct. FNM- 001 -0576 Final Credit 104.19 05/10/2016 656- 00000 - 115025 Check Total: 104.19 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 36 ACH Enabled: False 822092 resale - beer 319.50 05/10/2016 609 - 49750- 425200 Check Total: 319.50 Vendor: 1242 HOLIDAY CREDIT OFFICE Check Sequence: 37 ACH Enabled: True 04182016 3/29 - 4/18/2016 Fire -acct # 1400- 017 - 223 -399 192.47 05/10/2016 101 - 42200 - 421200 Check Total: 192.47 Vendor: 4449 MITCH HOLTHAUS Check Sequence: 38 ACH Enabled: False 050416 FiberNet acct. FNM- 001 -1221 Final Credit 23.97 05/10/2016 656- 00000 - 115025 Check Total: 23.97 Vendor: 2305 HOME BOX OFFICE Check Sequence: 39 ACH Enabled: True 6DSG0216 Qtr Guides -Feb & Mar 2016- Best Western; Sup. 20.00 05/10/2016 656- 49879 - 430920 Check Total: 20.00 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 40 ACH Enabled: False SV160401001 Installed Strainers (3), Gaskets (2), and Replaca 778.84 05/10/2016 226 - 45122- 421610 Check Total: 778.84 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 41 ACH Enabled: False June 2016 June Health Insurance 15,540.00 05/10/2016 101 - 00000 - 217061 June 2016 June Health Insurance 55,000.00 05/10/2016 101 - 00000 - 217061 Check Total: 70,540.00 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 42 ACH Enabled: True AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 2894 Spiering grave 400.00 05/10/2016 651- 49010- 431150 Check Total: 400.00 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 43 2510609 resale - beer 3,989.20 05/10/2016 609- 49750- 425200 2510609 resale - beer na 48.00 05/10/2016 609 - 49750- 425400 2510609 freight 3.00 05/10/2016 609 - 49750- 433300 2510648 resale - beer 1,814.85 05/10/2016 609 - 49750- 425200 2510648 resale - beer na 77.40 05/10/2016 609- 49750- 425400 2510648 freight 3.00 05/10/2016 609 - 49750- 433300 Check Total: 5,935.45 Vendor: 4445 MARCIA JOHNSON Check Sequence: 44 050416 FiberNet acct. FNM- 001 -0086 Final Credit 8.33 05/10/2016 656- 00000 - 115025 Check Total: 8.33 Vendor: 1263 JOHNSON BROS WHOLESALE LIQUOR Check Sequence: 45 5418926 resale - liquor 3,984.92 05/10/2016 609 - 49750- 425100 5418926 freight 47.52 05/10/2016 609 - 49750- 433300 5418927 freight 80.04 05/10/2016 609 - 49750- 433300 5418927 resale- wine 3,088.10 05/10/2016 609 - 49750- 425300 5418927 resale- wine NA 114.70 05/10/2016 609 - 49750- 425400 5418928 resale -beer 109.95 05/10/2016 609 - 49750- 425200 5420368 resale- liquor 2,784.70 05/10/2016 609 - 49750- 425100 5420368 freight 29.52 05/10/2016 609- 49750- 433300 5420369 resale - wine 1,341.14 05/10/2016 609 - 49750- 425300 5420369 resale - wine NA 133.44 05/10/2016 609 - 49750- 425400 5420369 freight 34.92 05/10/2016 609 - 49750- 433300 5420370 resale - beer 615.00 05/10/2016 609 - 49750- 425200 5423052 freight 37.44 05/10/2016 609 - 49750- 433300 5423052 resale - liquor 2,355.62 05/10/2016 609 - 49750- 425100 5423053 resale- wine 1,492.70 05/10/2016 609- 49750- 425300 5423053 resale- mix 211.75 05/10/2016 609 - 49750- 425400 5423053 freight 63.37 05/10/2016 609 - 49750- 433300 5424350 resale - liquor 5,020.12 05/10/2016 609 - 49750- 425100 5424350 freight 63.12 05/10/2016 609 - 49750- 433300 5424351 freight 59.41 05/10/2016 609 - 49750- 433300 5424351 resale- wine 2,196.05 05/10/2016 609 - 49750- 425300 5424351 resale - mix 60.85 05/10/2016 609 - 49750- 425400 5424352 resale - beer 43.98 05/10/2016 609 - 49750- 425200 ACH Enabled: False ACH Enabled: False ACH Enabled: False AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 5425736 resale - liquor 675.70 05/10/2016 609 - 49750- 425100 5425736 freight 7.69 05/10/2016 609 - 49750- 433300 5425737 freight 37.80 05/10/2016 609 - 49750- 433300 5425737 resale - wine 1,235.50 05/10/2016 609 - 49750- 425300 5428607 resale - liquor 230.99 05/10/2016 609 - 49750- 425100 5428607 freight 4.32 05/10/2016 609 - 49750- 433300 5428608 freight 14.40 05/10/2016 609 - 49750- 433300 5428608 resale- wine 484.75 05/10/2016 609 - 49750- 425300 571098 freight credit #5417630 -1.44 05/10/2016 609 - 49750- 433300 571098 resale - wine credit #5417630 - 160.00 05/10/2016 609 - 49750- 425300 571099 resale - wine credit inv. #5417632 - 160.00 05/10/2016 609 - 49750- 425300 571099 freight credit #5417632 -1.44 05/10/2016 609 - 49750- 425300 571214 resale - liquor credit inv. #5351470 -2.76 05/10/2016 609- 49750- 425100 571215 resale - liquor credit inv. #5392538 -2.76 05/10/2016 609 - 49750- 425100 571216 resale - liquor credit inv. #5413506 -5.52 05/10/2016 609 - 49750- 425100 571389 resale - liquor credit inv #5371787 -9.74 05/10/2016 609 - 49750- 425100 571390 resale - liquor credit inv #5391153 -12.75 05/10/2016 609 - 49750- 425100 571391 resale - wine credit inv #5417632 -13.15 05/10/2016 609 - 49750- 425300 Check Total: 26,289.95 Vendor: 4448 DAN & ASHLEY KREPS Check Sequence: 46 ACH Enabled: False 050416 FiberNet acct. FNM- 001 -1049 Final Credit 19.04 05/10/2016 656- 00000 - 115025 Check Total: 19.04 Vendor: 2626 HARRY LANTTO Check Sequence: 47 ACH Enabled: True 4/29/2016 City Council Meeting Recording 4/25/16 65.00 05/10/2016 101 - 41110 - 431990 Check Total: 65.00 Vendor: 3852 LASER MEMORIES Check Sequence: 48 ACH Enabled: False 961 Name Tags for Staff (2) 16.00 05/10/2016 226 - 45122- 421990 Check Total: 16.00 Vendor: 1291 LEAGUE OF MN CITIES INS TRUST Check Sequence: 49 ACH Enabled: False 4/16/2016 LMCIT Claim #000000014315 1,000.00 05/10/2016 101 - 43111- 443990 Check Total: 1,000.00 Vendor: 4264 LEEB UNDERGROUND, INC Check Sequence: 50 ACH Enabled: True 54 -7298 Buried Drops(6)addresses 3,008.25 05/10/2016 656- 49877 - 440100 54 -7362 Buried Drops- 9081 Country Ave 493.50 05/10/2016 656- 49877 - 440100 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 9 Check Total: 3,501.75 Vendor: 1292 LEROY JOB TRUCKING INC Check Sequence: 51 ACH Enabled: True 17970 Animal Charge (15) 175.50 05/10/2016 101 - 42700 - 431990 Check Total: 175.50 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 52 ACH Enabled: True 353700 (699) gal unleaded @ $1.73 1,210.41 05/10/2016 101 - 43120 - 421200 353704 (450) gal diesel @ $1.81 814.42 05/10/2016 101- 43120 - 421200 Check Total: 2,024.83 Vendor: 3437 MINNCOR INDUSTRIES Check Sequence: 53 ACH Enabled: False SOI- 046476 (3) case Disinfect spray; (2) cs Odor Elim; (3) gc 917.75 05/10/2016 101 - 45201- 421650 SOI- 046777 (3) case clnr; (4) cs scent spray; (1) cs Alive Bac 652.93 05/10/2016 101 - 45201- 421650 Check Total: 1,570.68 Vendor: 1330 CITY OF MINNEAPOLIS Check Sequence: 54 ACH Enabled: True 400413007043 (145) Transactions - March 2016 130.50 05/10/2016 101 - 42100 - 431990 Check Total: 130.50 Vendor: 2179 MINNESOTA 9 -1 -1 PROGRAM Check Sequence: 55 ACH Enabled: True April -16 April 2016 911 Wright County 844.20 05/10/2016 656- 00000 - 208170 Check Total: 844.20 Vendor: 1341 MMKR Check Sequence: 56 ACH Enabled: True 39304 Progress Billing - Audit Services throught 3/31/1 9,500.00 05/10/2016 101- 41540- 430100 Check Total: 9,500.00 Vendor: 1387 THOMAS H MROZEK Check Sequence: 57 ACH Enabled: False 8608 City Hall Breakroom Coffee Maker Repairs 387.02 05/10/2016 101 - 41940- 440440 Check Total: 387.02 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 58 ACH Enabled: False 1059583 #228 -(3) V- Belt; (2) Bearing 198.20 05/10/2016 101 - 45201- 422100 1059601 (6) Blade- Rotary - standard - Parks 130.33 05/10/2016 101 - 45201 - 422100 Check Total: 328.53 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4390 MICHAEL MUELLER Check Sequence: 59 ACH Enabled: False 4/20/2016 Referee Mens Hockey - 4 Games - 4/20/16 160.00 05/10/2016 226 - 45127- 430160 Check Total: 160.00 Vendor: 2518 NEOFUNDS BY NEOPOST Check Sequence: 60 ACH Enabled: False 5/3/2016 Postage Purchased 4/11/16 - Acct# 7900 0440 6_ 1,000.00 05/10/2016 101 - 00000 - 155010 5/3/2016 Postage for Pkgs to Dept of Public Safety - April 79.24 05/10/2016 217 - 41990- 432200 5/3/2016 Postage for Pkgs to L Hjort - April 2016 (1) 2.60 05/10/2016 226 - 45122- 432200 5/3/2016 Postage V Leerhoff- Reimbursed city - (2) 6.70 05/10/2016 101 - 41940- 432200 Check Total: 1,088.54 Vendor: 4446 MARTIN NESWICK Check Sequence: 61 ACH Enabled: False 050416 FiberNet acct. FHM- 001 -0465 Final Credit 19.04 05/10/2016 656- 00000 - 115025 Check Total: 19.04 Vendor: 4368 OFFICE DEPOT INC Check Sequence: 62 ACH Enabled: False 836656447001 (8) asst. 1" Binders; rm copy paper- PW Admin 48.84 05/10/2016 101 - 43110- 421990 836656576001 1 dz. Gel Pens - PW Admin 25.89 05/10/2016 101 - 43110 - 421990 Check Total: 74.73 Vendor: 4444 ERIC OHLGREN Check Sequence: 63 ACH Enabled: False 050416 FiberNet acct. FNM- 001 -0085 Final Credit 37.81 05/10/2016 656- 00000 - 115025 Check Total: 37.81 Vendor: 4425 DOROTHY PALEN Check Sequence: 64 ACH Enabled: False 040416 FiberNet acct. FNM- 001 -0482 FINAL credit 3.10 05/10/2016 656- 00000 - 115025 Check Total: 3.10 Vendor: 1273 PAUSTIS & SONS WINE CO Check Sequence: 65 ACH Enabled: False 8544721 resale - wine 774.29 05/10/2016 609 - 49750- 425300 8544721 freight 18.75 05/10/2016 609 - 49750- 433300 Check Total: 793.04 Vendor: 4442 PHYLLIS PERRIZO Check Sequence: 66 ACH Enabled: False 050416 FiberNet acct. 763 - 314 -0587 Final Credit 668.76 05/10/2016 656- 00000 - 115025 Check Total: 668.76 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 67 ACH Enabled: False 2961252 resale - liquor 3,616.80 05/10/2016 609 - 49750- 425100 2961252 freight 27.36 05/10/2016 609 - 49750- 433300 2962258 freight 19.20 05/10/2016 609 - 49750- 433300 2962258 resale - liquor 1,746.00 05/10/2016 609 - 49750- 425100 2962259 resale- wine 809.95 05/10/2016 609 - 49750- 425300 2962259 resale- wine NA 372.36 05/10/2016 609 - 49750- 425400 2962259 freight 30.24 05/10/2016 609 - 49750- 433300 2964137 resale - liquor 2,124.37 05/10/2016 609 - 49750 - 425100 2964137 freight 25.68 05/10/2016 609 - 49750- 433300 2964138 freight 4.32 05/10/2016 609 - 49750- 433300 2964138 resale- wine 243.00 05/10/2016 609 - 49750- 425300 2965002 resale - liquor 2,394.64 05/10/2016 609 - 49750- 425100 2965002 freight 23.04 05/10/2016 609 - 49750- 433300 2965997 freight 7.20 05/10/2016 609 - 49750- 433300 2965997 resale - liquor 857.81 05/10/2016 609 - 49750- 425100 2965998 resale - wine 1,895.55 05/10/2016 609 - 49750- 425300 2965998 freight 44.28 05/10/2016 609 - 49750- 433300 2967950 resale- wine 1,114.20 05/10/2016 609 - 49750- 425300 2967950 freight 34.56 05/10/2016 609 - 49750- 433300 Check Total: 15,390.56 Vendor: 4439 PLANT & FLANGED EQUIPMENT LLC Check Sequence: 68 ACH Enabled: False 66957 Well #3 pipe fitting repair parts 190.00 05/10/2016 601 - 49440 - 422300 Check Total: 190.00 Vendor: 1446 QUIZNO'S Check Sequence: 69 ACH Enabled: False 050416 FiberNet acct. 763 - 295 -8988 Final credit 72.84 05/10/2016 656- 00000 - 115025 Check Total: 72.84 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 70 ACH Enabled: False 340575 Freight 7.99 05/10/2016 226 - 45122- 433300 340575 Pizzas for Parties 92.53 05/10/2016 226 - 45127- 421460 340575 Resale - Concession Food 390.31 05/10/2016 226 - 45127- 425410 Check Total: 490.83 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 71 ACH Enabled: True A27341 Installed Lock on Pool Equipment; Lockset (1) 257.50 05/10/2016 22645122- 440100 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 12 Check Total: 257.50 Vendor: 1474 PATRICIAA SALZWEDEL Check Sequence: 72 ACH Enabled: True May 1st Semi Monthly Contract Payment 1,593.75 05/10/2016 101 - 42700 - 431200 Check Total: 1,593.75 Vendor: 2443 SECURITAS SECURITY SERVICES USA INC Check Sequence: 73 ACH Enabled: False W5185830 4/9/16 - Cusey R2185 140.00 05/10/2016 226 - 45122- 431992 Check Total: 140.00 Vendor: 4075 GARY W SELL, JR Check Sequence: 74 ACH Enabled: False 4/27/2016 Referee Mens Hockey - 2 Games - 4/27/16 80.00 05/10/2016 226 - 45127- 430160 5/2/2016 Referee Mens Hockey - 1 Game - 5/1/16 50.00 05/10/2016 226 - 45127- 430160 Check Total: 130.00 Vendor: 3675 GARY SETRUM Check Sequence: 75 ACH Enabled: False 4/25/2016 Referee Mens Hockey - 4 Games - 4/20/16 160.00 05/10/2016 226 - 45127- 430160 5/2/2016 Referee Mens Hockey - 1 Game - 5/1/16 50.00 05/10/2016 226 - 45127- 430160 Check Total: 210.00 Vendor: 2497 SHERBURNE WRIGHT CABLE COMMISSIC Check Sequence: 76 ACH Enabled: True 5/3/2016 Cable PEG Fees - TDSBridgewater Q1 2016 1,960.60 05/10/2016 101 - 00000 - 208020 5/3/2016 Cable Franchise Fees - TDSBridgewater Q1 201 9,868.19 05/10/2016 101 - 00000 - 208020 Check Total: 11,828.79 Vendor: 1958 SIMPLEXGRINNELL LP Check Sequence: 77 ACH Enabled: False 78472721 4/1/16 - 3/31/17 H.E. Bldg. Fire Suppr.Syst. Con 2,076.91 05/10/2016 656- 49877 - 431900 Check Total: 2,076.91 Vendor: 1490 CYNTHIA R SIMPSON Check Sequence: 78 ACH Enabled: False 894143 April 2016 Cleaning Service - Fire Dept 100.00 05/10/2016 101 - 42200 - 431990 Check Total: 100.00 Vendor: 4122 STEPHEN SORENSON Check Sequence: 79 ACH Enabled: False 4/25/2016 Coached 6 Wks "Learn to Skate" for MCC 90.00 05/10/2016 226 - 45127 - 430130 Check Total: 90.00 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3309 SOUTHERN WINE & SPIRITS OF MINNESO' Check Sequence: 80 ACH Enabled: False 1399609 resale - liquor 1,809.62 05/10/2016 609 - 49750- 425100 1399609 freight 22.28 05/10/2016 609 - 49750- 433300 1399610 freight 1.40 05/10/2016 609 - 49750- 433300 1399610 resale - mix 38.87 05/10/2016 609 - 49750- 425400 1399611 resale - wine 1,953.54 05/10/2016 609 - 49750- 425300 1399611 freight 32.90 05/10/2016 609 - 49750- 433300 1402061 freight 24.85 05/10/2016 609 - 49750- 433300 1402061 resale - liquor 2,038.10 05/10/2016 609 - 49750 - 425100 1402062 resale- wine 1,414.00 05/10/2016 609 - 49750- 425300 1402062 freight 30.80 05/10/2016 609 - 49750- 433300 5015401 resale- wine 576.00 05/10/2016 609 - 49750- 425300 Check Total: 7,942.36 Vendor: 2603 SPECIALTY TURF & AG, INC Check Sequence: 81 ACH Enabled: False I45157 (2) 501b. Blvd Mix 297.20 05/10/2016 101- 43120 - 422500 Check Total: 297.20 Vendor: 1497 SPECTRUM SUPPLY COMPANY Check Sequence: 82 ACH Enabled: True 42745 (2) cs paper towels; (10) bx gloves; (2) cs Toilet 397.44 05/10/2016 101 - 45201- 421650 42746 (2) cs toilet tissue; (2) cs can lliner- Streets 207.36 05/10/2016 101 - 43120 - 422400 98070 (2) es can lliners 78.64 05/10/2016 101 - 42200 - 421990 Check Total: 683.44 Vendor: 1710 ST. CLOUD OVERHEAD DOOR COMPANY Check Sequence: 83 ACH Enabled: False 0162527 Am. Door Works - replace cables both doors -PV 544.30 05/10/2016 101 - 43127 - 431990 Check Total: 544.30 Vendor: 2254 SUNRAY PRINTING SOLUTIONS INC Check Sequence: 84 ACH Enabled: False 49446 Spring/Summer Newsletter Printing & Mailing S 2,819.12 05/10/2016 101 - 41940 - 431950 Check Total: 2,819.12 Vendor: 1516 TASC Check Sequence: 85 ACH Enabled: False IN775169 6/1/16 - 6/30/16 Admin Fees 72.25 05/10/2016 101- 49240 - 413500 Check Total: 72.25 Vendor: 1522 THORPE DISTRIBUTING COMPANY Check Sequence: 86 ACH Enabled: True 1069485 resale - beer 17,557.20 05/10/2016 609- 49750- 425200 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 1072555 resale - beer NA 223.45 05/10/2016 609 - 49750- 425400 1072556 resale - beer 33.00 05/10/2016 609 - 49750- 425200 Check Total: 17,813.65 Vendor: 3594 TRIMARK Check Sequence: 87 ACH Enabled: False 2626905 asst. bags; (1) case ea. multi -fold twls; canliner; 422.08 05/10/2016 609 - 49754- 421990 Check Total: 422.08 Vendor: 1544 US POSTAL SERVICE Check Sequence: 88 ACH Enabled: False 3/4/2016 PI 42 - UB Qtr 4 Delinquent UB Billing (922 pc; 217.13 05/10/2016 601 - 49440 - 432200 3/4/2016 PI 42 - UB Qtr 4 Delinquent UB Billing (922 pc: 217.13 05/10/2016 602 - 49490 - 432200 Check Total: 434.26 Vendor: 4441 VALLEY PAVING INC Check Sequence: 89 ACH Enabled: False Pay Voucher 1 100009 -Pay Voucher #1 CSAH 75/TH 25 Intel 217,432.97 05/10/2016 400 - 43300 - 459010 Check Total: 217,432.97 Vendor: 2325 GREG VEROOTIS Check Sequence: 90 ACH Enabled: True 473 Engine 11 Co- 6" Hlemet Shield 40.00 05/10/2016 101 - 42200 - 421990 Check Total: 40.00 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 91 ACH Enabled: True 1725150 resale - soda pop 207.00 05/10/2016 609- 49750- 425400 303180 resale - soda pop 359.00 05/10/2016 609 - 49750- 425400 Check Total: 566.00 Vendor: 1553 VIKING INDUSTRIAL CENTER Check Sequence: 92 ACH Enabled: False 3077079 Replaced anti -fall devise- 1/2- could not repair c 1,173.40 05/10/2016 601 - 49440 - 420650 3077079 Replaced anti -fall devise- 1/2- could not repair c 1,173.40 05/10/2016 602 - 49490 - 420650 Check Total: 2,346.80 Vendor: 1684 VINOCOPIA Check Sequence: 93 ACH Enabled: True 0149971 resale- wine 748.00 05/10/2016 609 - 49750- 425300 0149971 resale - liquor 487.38 05/10/2016 609 - 49750- 425100 0149971 freight 16.50 05/10/2016 609 - 49750 - 433300 Check Total: 1,251.88 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3796 W.S. DARLEY & CO Check Sequence: 94 ACH Enabled: False 17240956 (4) dz. asst. Gasket, Neo Face 59.40 05/10/2016 601 - 49440 - 422220 Check Total: 59.40 Vendor: 2599 JACQUE WALLIN Check Sequence: 95 ACH Enabled: False 050416 FiberNet acct. FNM- 001 -0848 Final Credit 21.05 05/10/2016 656- 00000 - 115025 Check Total: 21.05 Vendor: 4450 HAROLD & KAY WEBSTER Check Sequence: 96 ACH Enabled: False 050416 FiberNet acct. FNM- 001 -1414 Final Credit 49.30 05/10/2016 656- 00000 - 115025 Check Total: 49.30 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 97 ACH Enabled: False 7746 Labor- Well #1- Replc. GFI Receptacle; ballast 140.00 05/10/2016 601 - 49440 - 422300 7746 Material - Well #1- Replc. GFI Receptacle; balk 32.90 05/10/2016 601 - 49440 - 422300 Check Total: 172.90 Vendor: 1572 THE WINE COMPANY Check Sequence: 98 ACH Enabled: True 423152 resale- wine 600.00 05/10/2016 609 - 49750- 425300 423152 freight 9.90 05/10/2016 609 - 49750- 433300 Check Total: 609.90 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 99 ACH Enabled: False 7078176 resale - wine 1,218.00 05/10/2016 609 - 49750- 425300 7078176 freight 25.92 05/10/2016 609 - 49750- 433300 7079208 resale- wine 1,290.00 05/10/2016 609 - 49750- 425300 7079208 freight 17.28 05/10/2016 609 - 49750- 433300 Check Total: 2,551.20 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 100 ACH Enabled: True 01160-61178 Traffic Engineering Services Phase 4 - March 20 862.00 05/10/2016 101 - 43111- 430300 01494 -480 44 ZRCFOS - Fallon Overpass Prelim Design Phasf 1,191.00 05/10/2016 101 - 43111- 430300 01494 -700 34 General WWTP Phase 4 - March 2016 349.00 05/10/2016 602 - 49480 - 430300 01494 -720 33 Economic Development & Market Matching -1\ 4,000.00 05/10/2016 213 - 46301 - 431990 01494 -780 19 MS4 /SWPPP Services - March 2016 222.00 05/10/2016 101 - 43111 - 430300 01494 -800 27 100009 - CSAH 75 /TH 25 Intersection Improve 14,311.00 05/10/2016 400 - 43300 - 459010 01494 -950 19 14C002 - Phosphorus Construction Admin Phase 6,610.75 05/10/2016 602 - 00000 - 165010 01494 -950 19 14C002 - Digester Construction Admin Phase 4 • 6,611.75 05/10/2016 602- 00000 - 165010 AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference 01627-9907 15C002 - 95th St NE Extension - March 2016 2,563.00 05/10/2016 400 - 43300 - 459012 02596 -01015 2016 General Engineering Services Phase 3 - M, 2,583.34 05/10/2016 101 - 43111 - 430300 02596 -010 15 2016 General Engineering Services Phase 3 - M� 2,583.33 05/10/2016 601 - 49440 - 430300 02596 -010 15 2016 General Engineering Services Phase 3 - Mz 2,583.33 05/10/2016 602 - 49490 - 430300 02596 -010 15 2016 General Engineering Services Phase 4 - M� 919.00 05/10/2016 101 - 43111 - 430300 02596 -040 14 2016 GIS Support Services - March 2016 1,083.50 05/10/2016 702 - 00000 - 431990 02596 -100 10 15C001 - 2016 Street Reconstruction Project - N 43,837.35 05/10/2016 400 - 43300 - 459011 02596-1109 ZZBCOL MASTER - BCOL Athletic Complex T 3,631.00 05/10/2016 101 - 41910- 431990 02596-1304 ZZAUTO - PLESCR - Autozone Plan Review - Tv 147.00 05/10/2016 101 - 00000 - 220110 02596-1404 15C003 - 7th Street Retaining Wall - March 201( 13,380.75 05/10/2016 400 - 43300 - 459013 02596-1503 2016 WCA Services - March 2016 325.50 05/10/2016 101 - 43111- 430300 02596-1603 15C004 - PRELIM 7th St/Th 25 Intersection Iml 2,591.50 05/10/2016 400 - 43300 - 459014 02596-1603 15C004 - CONSTR 7th St/Th 25 Intersection Im 32,316.50 05/10/2016 400 - 43300 - 459014 02596-1802 ZZBCOL- MASTER - Xcel Ballfield Lawcon Cc 5,758.50 05/10/2016 229 - 45202- 431990 02596-2002 ZMSPUD - Landmark II (West 3rd Bldg) Plan R 735.00 05/10/2016 101 - 00000 - 220110 02596-2101 ZASPEN - Aspen Dental Plan Review - March 2 661.50 05/10/2016 101 - 00000 - 220110 Check Total: 149,857.60 Total for Check Run: 800,200.07 Total of Number of Checks: 100 The preceding list of bills payable was reviewed and approved for payment. Date: 5/9/16 Approved by Mayor Brian Stumpf AP- Computer Check Proof List by Vendor (05/04/2016 - 1:10 PM) Page 16 City Council Agenda: 5/9/16 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 Name Christine Stoeber Certified Fii Name Nicholas Loftman Involuntary Carolyn Barriball Voluntary NEW EMPLOYEES Title Department Hire Date Class ness Instructor MCC 5/2/2016 PT TERMINATING EMPLOYEES Reason Department Last Day Class MCC 4/17/16 PT MCC 4/20/16 PT New Hire and Terms City Council 2016: 5/3/2016 City Council Agenda: 05/09/16 2C. Consideration of approving the sale or disposal of surplus City property (WO) There is no report this City Council cycle. City Council Agenda: 05/09/16 2D. Consideration of approving application for temporary on -sale liquor license for United Legacy for their 1St Annual Event to be held Friday, May 20th (JS) A. REFERENCE AND BACKGROUND: United Legacy is requesting approval of a 1 -day temporary on -sale liquor license for their first annual charity event to be held on Friday, May 20th, at the Rink, 102 Thomas Park Drive, Monticello, MN. United Legacy will provide a certificate of insurance for these events. Al. Budget Impact: None A2. Staff Workload Impact: Minimal staff time to send applications to State Alcohol and Gambling Division for approval and signatures. B. ALTERNATIVE ACTIONS: 1. Motion to approve the temporary on -sale liquor license application submitted by United Legacy for an event to be held at the Rink on May 20th, contingent on providing the necessary liquor liability insurance certificate. 2. Do not approve the temporary on -sale liquor license application. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 for approval of the application. D. SUPPORTING DATA: • Application for temporary on -sale liquor license — United Legacy Minnesota Department of Public Safety Alcohol and Gambling nforcement Division 445 Minnesota Street, Suite 222, St. Paul, MN 55101 },rb 651- 201 -7500 Fax 651- 297 -5259 TTY 651- 282 -6555 Alcohol & Gambling Entorcement APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Name of organization Date organized Tax exempt number Addr s City State Zip Code a 1 Name of person making application Business phone Home phone Date(s) of event Type of orgy 'zation ❑ Club - Charitable ❑ Religious ❑ Other non - profit Organization officer's name City State Zip Code Ile I .� 5� , 1 Or anization tf fi cer's name L_ g Cit State Zip Code $ P' L-6TI � t , ; '. C,' [MN Organization officer's name city State Zip Code a Organization officer's name Location where permit will be used. If an outdoor area, describe C, City _ State Zip Code L[71,i [NIN �3 � I 5 S If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County approving the license Fee Amount Date Fee Paid Date Approved Permit Date City or County E -mail Address City or County Phone Number Signature City Clerk or County Official Approved Director Alcohol and Gambling Enforcement CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. YPLEASE PROVIDE A VALID E -MAIL ADDRESS FOR THE CITY /COUNTY AS ALL TEMPORARY PERMIT P AP OVALS W L BE SENT BACK VIA EMAIL. E -MAIL THE APPLICATION SIGNED BY CITY /COUNTY TO AGE .TEMPORARYAPPLICATION@STATE.MN US City Council Agenda: 5/9/16 2E. Consideration of approving annual liquor license renewals for 2016 -2017, contingent upon payment of fees and completion of required forms (JS) A. REFERENCE AND BACKGROUND: City Council is asked to approve the liquor license renewals for 2016 -2017 as listed below, contingent upon the businesses completing the renewal process and paying the license fees. The businesses listed are the current license holders on record and it is assumed they will renew. If a business has changed their name or ownership, they would need to complete a new license application and background check in addition to completing the renewal forms. Billings were prepared and mailings sent to the liquor license holders a few weeks ago. A letter was enclosed with each invoice explaining the documents that are needed for processing the renewal and inviting them to contact staff with any questions. The due date for the renewals is May 30th, which gives the City a month for processing before the new licensing period starts on July 1 st. When the invoices and paperwork are returned, staff reviews each renewal and ensures that paperwork is completed in compliance with State Alcohol & Gambling rules and state laws. Renewal forms are sent to the County Sheriff for verification and signature. The completed renewals are sent to the State Alcohol & Gambling Division for their stamp of approval, which allows the license holders to purchase alcoholic beverages from approved wholesalers. The City is responsible for issuing the annual licenses and sending them to the licensed premises, where they are to be displayed on site. The following licenses are submitted for approval. Liquor - On -Sale (fee $3,750) 1. Applebee's Neighborhood Grill & Bar (Apple Minnesota LLC) 2. Beef O'Bradys (TMC & J Taylor Corp.) 3. Buffalo Wild Wings #210 (Blazin Wings Inc.) 4. Capitan Pancho Villa (IC Enterprises LLC) 5. Chatters Restaurant & Bar (West River Restaurants Inc.) 6. Cornerstone Cafe & Catering (Cornerstone Cafe & Catering Co 7. Hawk's Sports Bar & Grill (Hawk's Sports Bar & Grill Inc.) 8. Monticello Country Club (Monticello Country Club Inc.) 9. Rancho Grande (Rancho Grande Mex. Rest. Inc. #2) 10. River City Extreme (River City Extreme Inc.) 11. VFW 8731 (Club Dorchester) Liquor — On -Sale, Sunday (fee $200) 1. Applebee's Neighborhood Grill & Bar (Apple Minnesota LLC) 2. Beef O'Bradys (TMC & J Taylor Corp.) 3. Buffalo Wild Wings #210 (Blazin Wings Inc.) 4. Capitan Pancho Villa (IC Enterprises LLC) 5. Chatters Restaurant & Bar (West River Restaurants Inc.) City Council Agenda: 5/9/16 6. Cornerstone Cafe & Catering (Cornerstone Caf6 & Catering Co 7. Hawk's Sports Bar & Grill (Hawk's Sports Bar & Grill Inc.) 8. Monticello Country Club (Monticello Country Club Inc.) 9. Rancho Grande (Rancho Grande Mex. Rest. Inc. #2) 10. River City Extreme (River City Extreme Inc.) 12. American Legion Club 260 13. VFW 8731 (Club Dorchester) 14. Bluestone Grill (Pauly Companies Inc.) Liquor - Club (fee -set by statute based on membership) 1. American Legion 260 - $500 Liquor - Wine /Strong Beer Combination ($1,200) 1. Bluestone Grill (Pauly Companies Inc.) 3.2% Beer - On -Sale (fee $275) 1. Bluestone Grill (Pauly Companies Inc.) 2. China Buffet (Lin, Chuan) 3. Monticello Community Center Concessions at Ballfields (City of Monticello) 3.2% Beer - Off -Sale (fee $100) 1. Cub Foods (Monticello 1998 LLC) 2. Kwik Trip #177 (Kwik Trip Inc.) 3. Kwik Trip #345 (Kwik Trip Inc.) 4. SuperAmerica #4479 (Northern Tier Retail LLC) 5. Target Store T -2180 (Target Corporation) 6. Wal -Mart Supercenter #3624 (Wal -Mart Stores Inc Al. Budget Impact: The license fees established for the annual renewals are intended to cover the costs of the renewal processing. A2. Staff Workload Impact: City staff prepares and mails the billings, handles the renewal paperwork and payments, and then issues the licenses after all steps are completed. B. ALTERNATIVE ACTIONS: 1. Motion to approve the license renewals for 2016 -2017 effective July 1, 2016 to June 30, 2017, contingent upon applicants providing the completed renewal form, application for liquor license, insurance information, and payment of liquor license fees. 2. Motion to deny all or selected license renewals at this time. 2 City Council Agenda: 5/9/16 C. STAFF RECOMMENDATION: Staff recommends Alternative #1. City staff considers all of these businesses eligible for renewal of their licenses. D. SUPPORTING DATA: Copies of Renewal of Liquor, Wine, Club or 3.2% Licenses for local businesses _ Minnesota Department of Public Safety _ Aleohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol &Gambling Enforcemem St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2 % LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code ONSS License Period Ending 6/30/2016 ID# 30773 ISSUING AUTHORITY Monticello Licensee Name Apple Minnesota LLC Trade Name Applebee's Neighborhood Grill & Bar City, State, Zip Code . *9386 Deegan Ave Monticello MN 55362 Business Phone 7632956337 License Fees: Off Sale On Sale $3,750.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. So back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop.) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk /County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date ?olice/Sheriff Signature Date signature certifies licensee or associates have been checked for any state/local liquor law violations (criminal/civil) during the past five years. Report fiolations on back, then sign here. 1VIinnesota Department of Public Safety x nibAlcohol and Gambling Enforcement 1.1 a 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2% LICENSES No license will be approve or released until the $20 Retailer 1D Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code ONSS License Period Ending 6/30/2016 11D# 29468 ISSUING AUTHORITY Monticello Licensee Name TMC & J Taylor Corp. Trade Name Beef O'Bradys City, State, Zip Code 254 W Broadway St Monticello MN 55362 Business Phone 7633558702 License Fees: Off Sale On Sale $3,750.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Sl back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk /County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Minnesota Department of PubHe Safety Alcohol and Gambling lEnforcement ' 445 Minnesota Street, Suite 222 Alcohol$ Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUGR , WINE, CLUB OR 3.2 % LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code ONSS License Period Ending 6/30/2016 ID# 26234 iSSUiNG AUTHORiTY Monticello Licensee Name Blazin Wings Inc. Trade Name Buffalo Wild Wings #210 City, State, Zip Code *9221 Cedar Street Business Phone License Fees: Off Sale Monticello 2187225100 $0.00 On Sale MN 55362 $3,750.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. SI back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# (Signature certifies all above information to be correct and license has been approved by city /county.) Date City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature Date County Board issued licenses only(Signature certifies licensee is eligible for license). Police/Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Minnesota Department of Puub lc Safety Aiicohol and GarrnmMg Ennforcement 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2% LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code ONSS License Period Ending 6/30/2016 1D# 33416 ISSUING AUTHORITY Monticello Licensee Name IC Enterprises LLC Trade Name Capitan Pancho Villa City, State, Zip Code 100 7th Street W Monticello Business Phone 7633140454 License Fees: Off Sale MN 55362 On Sale $3,750.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above narnee licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Sl back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature Date. County Board issued licenses only(Signature certifies licensee is eligible for license). Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Minnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol& Gambling Enforcement St. Paul, MN 551 01 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2 % LICENSES No license will be approve or released until the $20 Retailer 11) Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign.. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to. report any license cancellation. License Code ONSS License Period Ending 6/30/2016 11D# 22836 ISSUING AUTHORITY Monticello Licensee Name West River Restaurants Inc. Trade Name Chatters Restaurant & Bar City, State, Zip Code 4181 Cedar St Monticello Business Phone 7632710070 License Fees: Off Sale MN 55362 On Sale $3,750.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. SI back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/ civil) during the past five years. Report violations on back, then sign here. Minnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2 % LICENSES No license will be approve or released until the $20 Retailer 0 Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code ONSS License Period Ending 6/30/2016 ID# 22042 ISSUING AUTHORITY Monticello Licensee Name Cornerstone Cafe & Catering Co. Trade Name Cornerstone Cafe & Catering City, State, Zip Code 154 W Broadway/PO Box 535 Monticello Business Phone 7632953888 License Fees: Off Sale MN 55362 On Sale $3,750.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. So back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk /County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminaUcivil) during the past five years. Report violations on back, then sign here. Minnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55 101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2 % LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code ONSS License Period Ending 6/30/2016 ID# 1625 ISSUING AUTHORITY Monticello Licensee Name Hawk's Sports Bar & Grill Inc. Trade Name Hawk's Sports Bar & Grill City, State, Zip Code 9697 Hart Blvd Business Phone License Fees: Off Sale Monticello 7632959990 $0.00 On Sale MN 55362 $3,750.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. So back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Tginnesota Department of Public Safety Alcohol and Gambling Enforcement $" 445 Minnesota Street, Suite 222 Alcohol& Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2 % LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code ONSS License Period Ending 6/30/2016 ID# 6356 ISSUING AUTHORITY Monticello Licensee Name Monticello Country Club Inc. Trade Name Monticello Country Club City, State, Zip Code * 1209 Golf Course Rd Business Phone License Fees: Off Sale Monticello 7632954653 $0.00 On Sale MN 55362 -0575 $3,750.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Si back of this application for further information needed to complete this renewal: Applicant's signature on this renewal confirms the following: Failure to report anv of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police/Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Minnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2% LICENSES No license will be approve or released until the $20 Retailer 1D Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code ONSS License Period Ending 6/30/2016 Il)# 18063 ISSUING AUTHORITY Monticello Licensee Name Rancho Grande Mex. Rest. Inc. 42 Trade Name Rancho Grande City, State, Zip Code 615 Locus Street Monticello Business Phone 6126167648 License Fees: Off Sale u1�IM On Sale $3,750.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Si back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature Date County Board issued licenses only(Signature certifies licensee is eligible for license). Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. 1!'Iinnesota Department of Public Safety Alcohol and Gambling Enforcement 11 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55 101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2 % LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code ONSS License Period Ending 6/30/2016 ID# 42745 ISSUING AUTHORITY Monticello Licensee Name River City Extreme Inc. Trade Name River City Extreme City, State, Zip Code 3875 School Blvd Business Phone License Fees: Off Sale Monticello 7632953390 $0.00 On Sale MN 55362 $3,750.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. S4 back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# (Signature certifies all above information to be correct and license has been approved by city /county.) Date City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state/local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Minnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 AMP St. Paul' MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2 % LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code ONSS License Period Ending 6/30/2016 ID# 1145 ISSUING AUTHORITY Monticello Licensee Name VFW 8731 Trade Name Club Dorchester City, State, Zip Code 713 S Cedar St Monticello MN 55362 Business Phone 6122953792 License Fees: Off Sale $0.00 On Sale $3,750.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Si back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk /County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police/Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Minnesota Department of Public Safety 2JE Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol& GamblingEniamement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2% LICENSES NO license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gainblin€r Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code MCLONSS License Period Ending 6/30/2016 ID# 1143 ISSUING AUTHORITY Monticello Licensee Name American Legion 260 Trade Name City, State, Zip Code 304 Elm St/Box 806 Monticello MN 55362 Business Phone 7632952574 License Fees: Off Sale $0.00 On Sale $500.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Si back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police/Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. County - No. Fee $ Alcohol & Gambling Enforcement CLUB ON SALE LIQUOR LICENSE THIS CERTIFIES THAT: LICENSEE TRADE NAME STREET ADDRESS OR LOT AND BLOCK NO Is authorized to sell intoxicating liquor at on sale subject to o the laws and regulations of the State of Minnesota and municipal ordinances for the period beginning Mayor or President THIS LICENSE IS APPROVED Alcohol & Gamb'tnl g Enforcement Director PS9130 -02 1201) Date Given under my hand and the Corporate Seal of _.---- City of Date P CLERK or Recorder Minnesota Department of Public Safety Alcohol and Gambling Enforcement Ala: 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2% LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code MWNONSB License Period Ending 6/30/2016 ID# 29481 ISSUING AUTHORITY Monticello Licensee Name Pauly Companies Inc. Trade Name Bluestone Grill City, State, Zip Code 9351 Cedar St Monticello Business Phone 7633140500 License Fees: Off Sale Iu 1�t.7.7tI'f►? On Sale $1,200.00 Sunday $200.00 By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Si back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk /County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. No. _ Fee $ THIS CERTIFIES THAT: LICENSEE TRADE NAME AmFe Alcohol & 6emitting Enforcement Wine License — "On Sale" STREET ADDRESS OR LOT AND BLOCK NO City _ County Is authorized for the period beginning to to sell WINE NOT EXCEEDING 14% ALCOHOL BY VOLUME AT RETAIL ONLY FOR CONSUMPTION ON THE PREMISES SUBJECT TO THE LAWS AND REGULATIONS OF THE STATE OF MINNESOTA AND THE ORDINANCES OF THE MUNICIPALITY OR COUNTY. "STRONG BEER AUTHORIZATION" YES ❑ NO ❑ CLERKIAUDITOR SIGNATURE THIS LICENSE IS APPROVED Alcohol & Gambling Enforcement Director Date Mayor or President Given under my hand and the Municipal Corporate Seal City of Date or Recorder 1 Ennesota Department of Public Safety Alcohol and Gambling Enforcement I' 445 Minnesota Street, Suite 222 Alcohol& GamblingEnfotcemem St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2 % LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code 3.20NSS License Period Ending 6/30/2016 ID# 33266 ISSUING AUTHORITY Monticello Licensee Name Pauly Companies Inc. Trade Name Bluestone Grill City, State, Zip Code 9351 Cedar St Monticello Business Phone 7633140500 License Fees: Off Sale MN 55362 On Sale $1.00 Sunday By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. So back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk /County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature Date County Board issued licenses only(Signature certifies licensee is eligible for license). Police/Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal /civil) during the past five years. Report violations on back, then sign here. Minnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol &Gambling Enforcement St. Paul, MN 55101 651 - 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2% LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code 3.2ONSS License Period Ending 6/30/2016 ID# 15553 ISSUING AUTHORITY Monticello Licensee Name Lin, Chuan Trade Name China Buffet City, State, Zip Code 9311 Cedar Street Monticello Business Phone 7632958300 License Fees: Off Sale MN 55362 On Sale $275.00 Sunday By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Si back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk /County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Minnesota Department of Public Safety Alcohol and Gambling Enforcement Ulm 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55101 651 -201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2% LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code 3.20NSS License Period Ending 6/30/2016 ID# 22452 ISSUING AUTHORITY Monticello Licensee Name City of Monticello Trade Name Monticello Community Center City, State, Zip Code 2175 W River St Monticello Business Phone 7632713268 License Fees: Off Sale MN 55362 On Sale $137.00 Sunday By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Sl back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# (Signature certifies all above information to be correct and license has been approved by city /county.) Date City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. - Minnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol &Gambling Enforcement St. Paul' MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2% LICENSES No license will be approve or released until the $20 Retailer 1D Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code 3.20FSL License Period Ending 6/30/2016 ID# 15558 ISSUING AUTHORITY Monticello Licensee Name Monticello 1998 LLC Trade Name Cub Foods City, State, Zip Code 216 7th Street Business Phone License Fees: Off Sale Monticello 7632716800 $100.00 On Sale MN 55362 Sunday By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Sl back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. kmo:l Minnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2 % LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code 3.20FSL License Period Ending 6/30/2016 ID# 46003 ISSUING AUTHORITY Monticello Licensee Name Kwik Trip Inc. Trade Name Kwik Trip # 177 City, State, Zip Code 9855 Hart Blvd Monticello Business Phone License Fees: Off Sale $100.00 On Sale MN 55362 Sunday By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Si back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk /County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature Date County Board issued licenses only(Signature certifies licensee is eligible for license). Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Tfflnnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2% LICENSES No license will be-approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code 3.20FSL License Period Ending 6/30/2016 1D# 29008 ISSUING AUTHORITY Monticello Licensee Name Kwik Trip Inc. Trade Name Kwik Trip #345 City, State, Zip Code 9440 State Hwy 25 Business Phone License Fees: Off Sale Monticello 7632958857 $100.00 On Sale MN 55362 Sunday By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Si back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,009at off sale). Licensee Signature DOB SS# Date_ (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date 'olice /Sheriff Signature Date signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Minnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL, OF LIQUOR, WINE, CLUB OR 3.2% LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code 3.20FSL License Period Ending 6/30/2016 ID# 15560 ISSUING AUTHORITY Monticello Licensee Name Northern Tier Retail LLC Trade Name SuperAmerica 44479 City, State, Zip Code 109 Oakwood Dr Business Phone License Fees: Off Sale Monticello 7632950444 $100.00 On Sale MN 55362 Sunday By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. SI back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties. 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk /County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature Date County Board issued licenses only(Signature certifies licensee is eligible for license). Police/Sheriff Signature Date Signature certifies licensee or associates have been checked for any state/local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Minnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2 % LICENSES No licemse will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code 3.20FSL License Period Ending 6/30/2016 ID# 22126 ISSUING AUTHORITY Monticello Licensee Name Target Corporation Trade Name Target Store T -2180 City, State, Zip Code 1447 E 7th Street Business Phone License Fees: Off Sale Monticello 7632711100 $100.00 On Sale MN 55362 Sunday By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. So back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city /township /county in the state of Minnesota If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in lieu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city /county.) City Clerk/County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city/county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police/Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. Mnnesota Department of Public Safety Alcohol and Gambling Enforcement 445 Minnesota Street, Suite 222 Alcohol & Gambling Enforcement St. Paul, MN 55101 651- 201 -7500 RENEWAL OF LIQUOR, WINE, CLUB OR 3.2 % LICENSES No license will be approve or released until the $20 Retailer ID Card fee is received by Alcohol and Gambling Enforcement Licensee: Please verify your license information contained below. Make corrections if necessary and sign. City Clerk/County Auditor should submit this signed renewal with completed license and licensee liquor liability for the new license period. City Clerk/County Auditor are also required by M.S. 340A.404 S.3 to report any license cancellation. License Code 3.20FSL License Period Ending 6/30/2016 11D# 19139 ISSUING AUTHORITY Monticello Licensee Name Wal -Mart Stores Inc. Trade Name Wal -Mart Supercenter #3624 City, State, Zip Code 9320 Cedar Street Business Phone License Fees: Off Sale Monticello 7632959800 $100.00 On Sale MN 55362 Sunday By signing this renewal application, applicant certifies that there has been no change in ownership on the above named licensee. For changes in ownership, the licensee named above, or for new licensees, full applications should be used. Si back of this application for further information needed to complete this renewal. Applicant's signature on this renewal confirms the following: Failure to report any of the following may result in civil penalties 1. Licensee confirms it has no interest whatsoever, directly or indirectly in any other liquor establishments in Minnesota. If so, give details on back of this application. 2. Licensee confirms that it has never had a liquor license rejected by any city/township /county in the state of Minnesota. If ever rejected, please give details on the back of this renewal, then sign below. 3. Licensee confirms that for the past five years it has not had a liquor license revoked for any liquor law violation (state or local). If a revocation has occurred, please give details on the back of this renewal, then sign below. 4. Licensee confirms that during the past five years it or its employees have not been cited for any civil or criminal liquor law violations. If violations have occurred, please give details on back of this renewal, then sign below. 5. Licensee confirms that during the past license year, a summons has not been issued under the Liquor Liability Law (Dram Shop) MS 340A.802. If yes, attach a copy of the summons, then sign below. 6. Licensee confirms that Workers Compensation insurance will be kept in effect during the license period. Licensee has attached a liquor liability insurance certificate that corresponds with the license period in city /county where license is issued. $100,000 in cash or securities or $100,000 surety bond may be submitted in Neu of liquor liability. (3.2& liquor licenses are exempt if sales are less than $25,000 at on sale, or $50,000 at off sale). Licensee Signature DOB SS# Date (Signature certifies all above information to be correct and license has been approved by city/county.) City Clerk /County Auditor Signature Date (Signature certifies that renewal of a liquor, wine or club license has been approved by the city /county as stated above.) County Attorney Signature County Board issued licenses only(Signature certifies licensee is eligible for license). Date Police /Sheriff Signature Date Signature certifies licensee or associates have been checked for any state /local liquor law violations (criminal/civil) during the past five years. Report violations on back, then sign here. City Council Agenda: 05/09/2016 2F. Consideration of adopting Resolution #2016 -021 to accept a contribution from the Monticello Lions Club towards the installation of a 200 amp electrical panel at the west parking lot of the Monticello Community Center A. REFERENCE AND BACKGROUND: Council is asked to consider a donation from the Monticello Lions Club and authorize placement of an outdoor 200amp electrical panel at the west parking lot of the Monticello Community Center. This panel will provide electric for special events that take place at this location. For many years the Riverfest street dance has been held at the west parking lot of the Monticello Community Center and we anticipate it will be held there for years to come. In the past the Riverfest Committee has had an electrician run electrical wires and cords on the ground from the fire hall to supply electricity for the event. The past few years the committee has booked higher tech entertainment acts which requires higher amperage of electricity for their equipment. Thus, the fire hall is unable to provide the power that is needed and it has become a safety issue with cords running on the ground. In recent years, the committee has rented a generator for the dance and has requested assistance from city staff when needed. Staff has met with the Riverfest Committee, the Monticello Lions and Wes Olson of Olson Electric, who has donated years of service to the Riverfest celebration, to discuss alternatives for the electrical problem. As a result, it was determined that the best option is to install a 200amp panel to the west parking lot at the Monticello Community Center. The Monticello Lions have offered to donate $2,000 towards the project. Staff has received two quotes for the installation of the underground conduit; one from Telcom Construction in the amount of $1,041.25 and the other from MP NexLevel in the amount of $1,552.50. Two quotes were also received for the electrical installation; one from Wes Olson Electric in the amount of $3,375.00 and the other from Olson & Sons Electric in the amount of $5,083.00. Staff is recommending hiring Telcom Construction for the underground conduit installation and Wes Olson Electric for the electrical installation based upon their low quotes, with a total project cost of $4,416.25. Al. Budget Impact: The total cost for this project is $4,416.25; and with the $2,000 donation from the Monticello Lions, the cost to the City would be $2,416.25. Funds for this project would come from the Public Works Street Light Budget. A2. Staff Workload Impact: Staff workload impact is to supervise the project. City Council Agenda: 05/09/2016 B. ALTERNATIVE ACTIONS: 1. Motion to accept the donation from the Monticello Lions Club and to approve the 200 amp electrical panel installation in the west parking lot of the Monticello Community Center, hiring Telcom Construction to place the underground conduit and Wes Olson Electric to install the wiring and panel. 2. Motion to deny the donation from the Monticello Lions Club and not to install the outdoor electrical panel at this time. C. STAFF RECOMMENDATION: City staff recommends the City Council accept the donation from the Monticello Lions and authorize Telcom Construction and Wes Olson Electric to begin the electrical panel installation at the west parking lot of the Monticello Community Center as outlined in alternative # 1. D. SUPPORTING DATA: • Resolution #2016 -021 accepting the donation from the Monticello Lions Club. • Map of location. • Quotes for underground conduit installation. • Quotes for electrical wiring and panel installation. 2 City of Monticello RESOLUTION NO. 2016-21 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Monticello Lions Club Cash $2,000 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY RECIPIENT PURPOSE Monticello Lions Club City of Monticello Electrical Panel Installation Adopted by the City Council of Monticello this 91h day of May, 2016. Mayor ATTEST: Jeff O'Neill, City Administrator Res #2016 -021: 5/5/2016 :� t4 Ak p � 66; k t Proposed Panel Location City Boundary or MoniiAo April i9, 2o16 Fo r Ground �Conduit f ,r _ r t •' _ cinch = 94 feet Smu : Esn, Digtarabhe, GeoEm Earlhsta Geogaphi., CNES/Aibiss DS, USDA USGS, AEX, Getmappng, Aerognd, IGN, IGR smstopo, and the GIS User Commmity Map Powaedb,DataLink fromW B & A miates TELCOM CONSTRUCTION INC 2218 200th Street E. - P.O. Box 189 Clearwater, MN 55320 320.558 -9485 - 320.558 -9486 SUBMITTED TO TELEPHONE DATE City of Monticello 763 - 271 -3277 3 -21 -2016 ADDRESS PROJECT NAME 909 Golf Course Rd Monticello Fire Hall CITY, STATE, ZIP PROJECT LOCATION Monticello, MN 55362 505 Walnut St ENGINEER CONTACT PERSON Cell Phone Tom Moores 612 - 655 -1095 WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR Directional Bore one 2.5" pipe for 115' Quantities Pricing Extended 1 1041.25 1041.25 VVE PROPOSE HEREBY TO FURNISH MATERIAL AND LABOR .. COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS FOR THE SUM OF: PAYMENT TO BE MADE AS FOLLOWS: L MATERIAL IS GUARANTEED TO BE AS SPECIFIED. ALL WORT{ TO BE COMPLETED A WORKMANLIKE MANNER ACCORDING TO STANDARD PRACTICES. ANY TERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA STS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS, AND WILL BECOME EXTRA CHARGE OVER AND ABOVE THE ESTIMATE, ALL AGREEMENTS NTINGENT UPON STRIKES, ACCIDENTS OR DELAYS BEYOND OUR CONTROL. /HERS TO CARRY FIRE, TORNADO AND OTHER NECESSARY INSURANCE. OUR RAKERS ARE FULLY COVERED BY WORKMEN'S COMPENSATION INSURANCE. dollars ($ 1041.25 AUTHORIZED SIGNATURE Tom Adams NOTE: THIS PROPOSAL MAYBE WITHDRAWN BY US IF NOT ACCEPTED WITHIN 30 DAYS. ACCEPTANCE OF PROPOSAL - THE ABOVE PRICES, SPECIFICATIONS SIGNATURE AND CONDITIONS ARE SATISFACTORY AND ARE HEREBY ACCEPTED. YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED. PAYMENT WILL BE MADE AS OUTLINED ABOVE. DATE OF ACCEPTANCE SIGNATURE Proposal uw"w Estimator: Steve Holthaus 500 County Road 37 East Maple Lake MN 55358 Project Manager Cell: 612 - 919 -4199 Office: 320 - 963 -2400 sholthaus(c mpnexlevel.com Fax: 320 - 963 -2439 PROPOSAL SUBMITTED TO PHONE DATE City of Monticello 763- 271 -2177 4/26/2016 ADDRESS JOB NAME 909 Golf Course Road Monti Community Center Parking Lot CITY, STATE AND ZIP CODE JOB LOCATION Monticello, MN 55362 Monticello, MN CONTACT E - MAIL ADDRESS FAX NUMBER Tom Moores tom. moores(a)ci.monticello.mn.us We hereby submit specifications and estimates for: DIRECTIONAL BORE 115' OF 3" DUCT — INCLUDES PIPE -- DOES NOT INCLUDE RESTORAL We Propose hereby to supply -- complete in accordance with above specifications, for the sum of. One Thousand Five Hundred Fifty Two and .50/ 100 ----------------------- dollars ( $1,552.50 ) Payment to be made as follows: Terms: 30 Days, 1.5 percent per month ( 18 percent annual will be charged on past due balances ) All material is guaranteed to be as specified. All work to be done in a workmanlike Authorized manner according to standard practices. Any alteration or deviation from above Signature:= specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent Paul Decker, Regional Vice President upon strikes, accidents or delays beyond our control. Owners carry fire, tornado and Note:This proposal may be other necessary insurance. Our workers are fully covered by Worker's Compensation Insurance. withdrawn if not accepted within 30 days. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and are hereby Signature accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature Date of Acceptance (Wes Olson Electric LLC 524 Wert 6th Street PO Box 1964, Monticello, Minnesota 55362 wes@vesolsonelectr%com 763- 295 -6091 03/02/2016 City of Monticello Attn: Tom Moores 505 Walnut Street Suite 1 Monticello, MN 55362 Tom, I have reviewed the necessary items needed for the service at the parking lot for Riverfest, and am pleased to submit my proposal. If you have any questions, please feel free to call. Regards, Wes Directional boring by others. Supply and install lateral service wires from the existing transformer to island area. Establish a 200a service, with meter socket, and 200a panel with main disconnect. Grounding as Per NEC. Add 4 - 50a 4 wire receptacles, and 1- 20a 120v receptacle in W.P. enclosures. Panel is constructed with heavy duty Channel and cemented in place. Includes electrical inspection and permit fees. Total... $ 3,375.00 Olson & Sons Electric, Inc. 763 -295 -2690 * Fax 763 - 295 -2691 Date: 4/27/16 To: CITY OF MONTICELLO Att'n: TOM MOORES Subject: 200A EVENT POWER PANEL AND OUTLETS Thank you for the opportunity to provide an bid for the above referenced project. We propose to supply labor, material, supervision and electrical permit fees for installations per the attached plans and specifications. Base Estimate: $ 5,083.00 Clarifications: • We include 200A wire in conduit provided by and buried by others. • We include 4 -50A single phase weather proof power outlets • We include 4 -20A GFCI protected weather proof convenience outlets • We include a 200A 208V 3ph panel located per the plan • We include painting the panel and mounting hardware a bronze color • Termination at the transformer by Xcel Energy coordinated by OSE If you have any questions please give me a call. Thank you for the opportunity to serve you. Sincerely, MIX A aet Z. Dtson Michael E. Olson Estimator /Project Manager City Council Agenda: 05/09/16 2G. Consideration of approving proposal from Miracle Recreation for the replacement of the playground equipment at Par West Park (TP) A. REFERENCE AND BACKGROUND: Par West Park, developed in 1990, is located on the west side of Monticello just off of CSAH 75 West under a power line corridor. This park has been receiving additional use every year with younger families moving into the established development. Par West Park is classified under the City's Parks and Pathways Plan as a neighborhood park and serves 556 homes. The park is in need of a new play structure that will provide appropriate play for 2 to 5 -year and 5 to 12 -year age groups. The old slide and tire swing will be salvaged and sold at public auction. The Parks Department intends to provide a play structure that is safe and adequate for the amount of use the park receives. The play structure recommended by the Parks Commission and the Park Superintendent was selected from Miracle Recreation, who also hold the contract on the state bid. The total cost of the structure on the state contract is $10,912.60. The installation of the play structure will be completed by park staff and the placement of the new play structure will be put in the same location as the current structure. Al. Budget Impact: There is $15,000 in the Park & Pathway Fund to cover the purchase price of $10,912.60, which will leave a balance of just over $4,000 in the fund. A2. Staff Workload Impact: Park staff will install playground equipment. The installation is estimated to take approximately one week for the structure. B. ALTERNATIVE ACTIONS: 1. Motion to approve the proposal to purchase the playground equipment from Miracle Recreation from the state contract in the amount of $10,912.60. 2. Motion to deny replacing the Park West playground equipment at this time. C. STAFF RECOMMENDATION: The Monticello Parks Commission and City staff recommend approving the proposal to purchase new playground equipment for Par West Park from Miracle Recreation based upon the state contract pricing of $10,912.60 as outlined in alternative #1. D. SUPPORTING DATA: Map of Par West Park Proposal for play structure Picture of play structure - - beaconbetaschneidercorpcom /Appllcati on .aspxiApAD= 18] &LayerID= 2505 &MgeTypelD =1 &Pagel D =1311 Apps 1D,y B,,TOUrb6 20 Sow Cooker Meal ©12013 VMAS Live P,k,, 112010 Photo Cornet— ®3rd Annua l trend, of f OD to lD barrel horse, rlr Amzmrt m in St... C, ® Animal Behavior Bit ❑ Annua l Phomgrephy �pAct, Finanong D,,F ire, Lin .19111 O Quilk Linkl: 0 Prokov So ...h 0 Mew V,P LayorA O Cam eras [V aside G rviehwayz G a.ae ub<i. E) Subdbismns O MI o Bilk Ubeir 0 vast, o E) RwMiss�A.nnn D alPil Bashkir C] PlanninBR =.nin, o fm ein•�osse,M mMionee mand Cl o+ „toll Menu mRr Oblique Imagery Viewer u- y = Attachments Open A Ace Ace All Remove SeleR Copy Show Print A, Attachments Attachment All Message Actions Selection Message Tom Pawelk Bomar... Parwest Park 00916 PAR WEST NE... Paro,t Playground eg -. Tt -I Paro,t route Pdt 3 of 617KB Arbor Item, LJ Beth -Can youdoanae ale l have everythingelse attached Thanks Tom Pmoelk Parks Superintendent City of Monticello 763 21326 This email sent by Monticello Fiberl internet, at 300 mb speed! 93 B.A3AM re Get more ado ire Miracle Sales Representative Jay Webber 1442 Brooke Court Hastings, MN 55033 -3266 Phone: (651) 438 -3630 Fax: (651) 438 -3939 Prepared CITY OF MONTICELLO -PARKS DEPT. For: 909 Golf Couse Road Equipment Quotation Quote Number: MONTCELLO, MN 55362 Quote Date: tom.pawelk@ci.monticello.mn.us Payment Miracle Recreation Equipment Company Remittance: PO Box 204757, Dallas, TX 75320 -4757 Payment/ Tom Pawelk (763) 271 -3276 Accounting Miracle Contact: Prepaid Equipment Quotation Quote Number: 13160087 Quote Date: 03/30/2016 Customer Number 5536K05 Terms of Sale: Net 30 Customer Class: 1. Parks & Rec Shipping Method: Miracle Freight Terms: Prepaid Approximate Ship Date: ASAP Cust PO Num: Par West Park PO Remittance (if other than Sales Representative): Location: PUBLIC WORKS BUILDING 909 GOLF COURSE ROAD Shipping/ Delivery Contact: MONTICELLO, MN 55362 Quantity Item Number Description Price Each Price Total 1 718S103 TOTS' CHOICE 3 DECK SYSTEM $14,308.00 $14,308.00 Equipment Total: $14,308.00 Freight: $897.00 Discount: $4,292.40 Grand Total: $10,912.60 Notes: STATE CONRACT NUMBER P- 949(5) Rep #: 13 Order #: 13160087 Page 1 of 3 Rev E 021815 This Quote shall not become a binding contract until signed and delivered by both Customer and Miracle Recreation Equipment Company ( "Miracle "). Sales Representative is not authorized to sign this Quote on behalf of Miracle or Customer, and signed Quotes cannot be accepted from Sales Representative. To submit this offer, please sign below and forward a complete signed copy of this Quote directly to "Miracle Sales Administration" via fax (417) 235 -3551 or email: orders @miraclerec.com. Upon acceptance, Miracle will return a fully- signed copy of the Quote to Customer (with copy to Sales Representative) via fax or email. THIS QUOTE IS LIMITED TO AND GOVERNED BY THE TERMS CONTAINED HEREIN. Miracle objects to any other terms proposed by Customer, in writing or otherwise, as material alterations, and all such proposed terms shall be void. Customer authorizes Miracle to ship the Equipment and agrees to pay Miracle the total amount specified. Shipping terms are FOB the place of shipment via common carrier designated by Miracle. Payment terms are Net - 30 days from invoice date with approved credit and all charges are due and payable in full at PO Box 204757, Dallas, TX 75320 -4757, unless notified otherwise by Miracle in writing. Customer agrees to pay all additional service charges for past due invoices. Customer must provide proper tax exemption certificates to Miracle, and shall promptly pay and discharge all otherwise applicable taxes, license fees, levies and other impositions on the Equipment at its own expense. Purchase orders and payments should be made to the order of Miracle Recreation Equipment Company. Quote Number: 13160087 Quote Date: 03/30/2016 Equipment Total: $14,308.00 Grand Total: $10,912.60 CUSTOMER HEREBY SUBMITS ITS OFFER TO PURCHASE THE EQUIPMENT ACCORDING TO THE TERMS STATED IN THIS QUOTE AND SUBJECT TO FINAL APPROVAL BY MIRACLE. Submitted By Printed Name and Title Date THE FOREGOING QUOTE AND OFFER ARE HEREBY APPROVED AND ACCEPTED BY MIRACLE RECREATION EQUIPMENT COMPANY. By: ADDITIONAL TERMS CONDITIONS OF SALE Date: 1. Use & Maintenance. Customer agrees to regularly inspect and maintain the Equipment, and to provide, inspect and maintain appropriate safety surfacing under and around the Equipment, in accordance with Miracle's product literature and the most current Consumer Product Safety Commission Handbook for Public Playground Safety. 2. Default, Remedies & Delinquency Charges. Customer's failure to pay any invoice when due, or its failure to otherwise comply with the terms of this Quote, shall constitute a default under all unsatisfied invoices ('Event of Default "). Upon an Event of Default, Miracle shall have all remedies available to it at law or equity, including, without limitation, all remedies afforded a secured creditor under the Uniform Commercial Code. Customer agrees to assist and cooperate with Miracle to accomplish its filing and enforcement of mechanic's or other liens with respect to the Equipment or its location or its repossession of the Equipment, and Customer expressly waives all rights to possess the Equipment after an Event of Default. All remedies are cumulative and not alternative, and no exercise by Miracle of a remedy will prohibit or waive the exercise of any other remedy. Customer shall pay all reasonable attorneys' fees plus any costs of collection incurred by Miracle in enforcing its rights hereunder. Subject to any limitations under law, Customer shall pay to Miracle as liquidated damages, and not as a penalty, an amount equal to 1.5% per month of any payment that is delinquent in such month and is not received by Miracle within ten (10) days after the date on which due. Rep #: 13 Order #: 13160087 Page 2 of 3 Rev E 021815 3. Limitation of Warranty/ Indemnity. MIRACLE MAKES NO EQUIPMENT WARRANTIES EXCEPT FOR THOSE STANDARD WARRANTIES ISSUED WITH THE EQUIPMENT, WHICH ARE INCORPORATED HEREIN BY THIS REFERENCE. MIRACLE SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE AND ANY LIABILITY FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES. CUSTOMER AGREES TO DEFEND, INDEMNIFY AND SAVE MIRACLE HARMLESS FROM ALL CLAIMS OF ANY KIND FOR DAMAGES OF ANY KIND ARISING OUT OF CUSTOMER'S ALTERATION OF THE EQUIPMENT, ITS FAILURE TO MAINTAIN THE EQUIPMENT, ITS FAILURE TO PROPERLY SUPERVISE EQUIPMENT USE, OR ITS FAILURE TO PROVIDE AND MAINTAIN APPROPRIATE TYPES AND DEPTHS OF SAFETY SURFACING BENEATH AND AROUND THE EQUIPMENT IN ACCORDANCE WITH MIRACLE'S INSTALLATION AND OWNER'S MANUALS AND THE MOST CURRENT CONSUMER PRODUCT SAFETY COMMISSION HANDBOOK FOR PUBLIC PLAYGROUND SAFETY. 4. Restrictions. Until all amounts due hereunder are paid in full, Customer shall not: (i) permit the Equipment to be levied upon or attached under any legal process; (ii) transfer title to the Equipment or any of Customer's rights therein; or (iii) remove or permit the removal of the Equipment to any location not specified in this Quote. 5. Purchase Money Security Interest. Customer hereby grants, pledges and assigns to Miracle, and Miracle hereby reserves a purchase money security interest in, the Equipment in order to secure the payment and performance in full of all of Customer's obligations hereunder. Customer agrees that Miracle may file one or more financing statements, in order to allow it to perfect, acquire and maintain a superior security interest in the Equipment. 6. Choice of Law and Jurisdiction. All agreements between Customer and Miracle shall be interpreted, and the parties' obligations shall be governed, by the laws of the State of Missouri without reference to its choice of law provisions. Customer hereby consents to the personal jurisdiction of the state and federal courts located in the city and county of St. Louis, Missouri. 7. Title; Risk of Loss; Insurance. Miracle Retains full title to all Equipment until full payment is received by Miracle. Customer assumes all risk of loss or destruction of or damage to the Equipment by reason of theft, fire, water, or any other cause, and the occurrence of any such casualty shall not relieve the Customer from its obligations hereunder and under any invoices. Until all amounts due hereunder are paid in full, Customer shall insure the Equipment against all such losses and casualties. 8. Waiver; Invalidity. Miracle may waive a default hereunder, or under any invoice or other agreement between Customer and Miracle, or cure such a default at Customer's expense, but shall have no obligation to do either. No waiver shall be deemed to have taken place unless it is in writing, signed by Miracle. Any one waiver shall not constitute a waiver of other defaults or the same kind of default at another time, or a forfeiture of any rights provided to Miracle hereunder or under any invoice. The invalidity of any portion of this Quote shall not affect the force and effect of the remaining valid portions hereof. 9. Entire Agreement; Amendment; Binding Nature. This fully- executed Quote, as supplemented by Change Orders and invoices containing exact amounts of estimates provided herein, constitutes the complete and exclusive agreement between the parties. A Change Order is a written instrument signed by the Customer and Miracle stating their agreement as to any amendment in the terms of this Quote. Customer acknowledges that Change Orders may result in delays and additional costs. The parties agree that all Change Orders shall include appropriate adjustments in price and time frames relating to any requested amendments. Upon full execution, this Quote shall be binding upon and inure to the benefit of the parties and their successors and assigns. 10. Counterparts; Electronic Transmission. This Quote, any invoice, and any other agreement between the parties, may be executed in counterparts, each of which shall constitute an original. The facsimile or other electronic transmission of any signed original document, and retransmission of any signed facsimile or other electronic transmission, shall be the same as the transmission of an original. At the request of either party, the parties will confirm facsimile or other electronically transmitted signatures by signing an original document. Rep #: 13 Order #: 13160087 Page 3 of 3 Rev E 021815 Tot's Choice 3 Deck System - smel Page 1 of 2 Go to r ,joppment Products I Markets I WhoWeAre Planning Toois'� Gv9kr "us °r�c�° ac xwr ° J e Speclflcations ADA: Yes 01,3s Capacity: 40 -50 Fall Height: 4' Protective Area: 33'(10 1M) x 30'(9 IM) View Available Color Schemes DOWNLOAD TOPVIEW Age Range: 2 - 12 years Elevated Play Activities: 7 Ground Level Play: 3 Weight: 1,7501bs (794 kg) DOWNLOAD CAD ofS,e Tu yunhfy br Ci✓. i,aem;nf "d." null oe iec9med by M. —11 1016." xM1ipoSJ LTy Jfine 30 2010 Af pns85Ora sho'++n m US oo.irs B,, tlo got mduoe st9linuon , loro, Sur 0 6/ae 3 p{' '3 w nuaAabla n tha upidguou348 Val 0, lY for order) over $4 000 Must rot off rom611etl.1l ry otFer Offs, YOU MAY ALSO LIKE THESE PRODUCTS Gowanus - New York. NY Model: 714 -S411 Norfolk Therapeutic Center - Norfolk, VA Model: 714 -S414 George Washington Carver Elementary - Neosho. MO Model: 718 -S136 PRODUCTS WHAT'S NEW CONTACT US FIND US http: / /www. miracle- recreation.comlplayground- equipment /tots- choice -3- deck - system -5/ 5/2/2016 Tot's Choice 3 Deck System - snlel Page 1 of 2 Go to j( F}�prnent Products I Markers I Who We've I Planning Yals` I°Yw1r,,nestf C r'aeT nl v in 0 Udll '7I1, rr .. . Specifications ADA: Yes i3 213 ci Capacity: 40 -50 Fall Height: 4' Protective Area: 33' (10.1M) x 30' (9.1 M) View Available Color Schemes DOWNLOAD TOPVIEW Age Range: 2 - 12 years Elevated Play Activities: 7 Ground Level Play: 3 Weight: 1.750Ins (794 kg) DOWNLOAD CAD - ondltlpne a' Sele To anty for the JiswnnY bolo, must be recelwtl by any 3' dC 1, sne Shipped tly June 30 20 la All pn.,t do shown In IJG Doflers end do not Include laees_ �n r[law, hosts cr of suInl costs Flee shipping isavodabte is the donuguous 48 btillea only fIN orders over $5 -000 Must not be combined with any otheroREr YOU MAY ALSO USE THESE PRODUCTS Gowanus - New York, NY Model: 714 -S411 Norfolk Therapeutic Center - Norfolk, VA Model: 714 -5414 George Washington Carver Elementary - Neosho. MO Model: 718 -S136 PRODUCTS WHAT'S NEW CONTACT US FIND US http: / /www. miracle- recreation.comlplayground- equipment /tots- choice -3- deck - system -5/ 5/2/2016 City Council Agenda: 05/09/16 2H. Consideration of approving a new open air shelter at Ellison Park (TP) A. REFERENCE AND BACKGROUND: Ellison Park is one of the busiest parks in Monticello and is home of the annual Riverfest celebration which brings people from all over to visit our wonderful parks. The Parks Department is asking City Council to approve a new open air shelter to be constructed by the Special Projects Manager in -house in 2017. Staff will be removing the old rock wall and placing a new playground further south from the old rock wall area. The plan is to place a new open air shelter with electrical amenities, including a large user grill space, at the existing site of the old rock wall. The shelter will have a concrete pad that will complement and provide ADA access to new playground. The shelter will be used for Riverfest as a serving area and general daily park rentals will be accommodated as well. This shelter will be ideal for parties that will want to combine the Ellison Gazebo and new shelter for wedding parties. Furthermore, this new shelter will allow our existing log shelter to be rented out at the same time by different users generating additional revenues from the park rentals. Staff will be starting the construction of the playground sometime in August, and if council approves the shelter, staff could do the grading for the park shelter at the same time. Staff then would install posts for construction and if the weather is conducive in early 2017, begin construction of the shelter. The goal is to have the shelter constructed before Riverfest of 2017. Al. Budget Impact: That Parks Department is asking the City Council to authorize $50,000 in the 2017 Park Budget for these improvements at Ellison Park. A2. Staff Workload Impact: The Special Projects Manager, park staff and volunteers will help with the construction of the open air shelter. B. ALTERNATIVE ACTIONS: 1. Motion to approve moving new playground to the south from existing rock wall area, prepping the old rock wall area for an open air shelter with a concrete foundation in 2016, and constructing an open air park shelter in 2017 with funding from the 2017 Park Budget in the amount of $50,000. 2. Motion to deny moving the playground to the south of existing rock wall area and not to construct an open air park shelter. C. STAFF RECOMMENDATION: The Monticello Parks Commission and City staff recommend approving the playground relocation to the south of the existing rock wall, removing the old rock wall and prepping the area for an open air shelter to be constructed in 2017 as outlined in Alternative #1. City Council Agenda: 05/09/16 D. SUPPORTING DATA: • Photo of proposed open air shelter • Aerial layout concept PROPOSED IMPROVEMENTS AT ELLISON PARK 2016 & 2017 �k UNLOADING ZONE REMOVE TREES 4 - REMOVE EXISTING DAMAGED ROCK CLIMBING WALL or PLANT TREES T r'l Ilk �IP od I - G op City Council Agenda: 05/09/16 2I. Consideration of adopting Resolution #2016 -028 to accept a contribution from the Monticello Lions to purchase a new electric stove for Pioneer Park (TP) A. REFERENCE AND BACKGROUND: The Monticello Lions Club is donating $1,800 to the Parks Department to replace the stove at the Pioneer Park concession building. 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 the contribution and authorize use of funds as specified. 2. Do not approve the contribution and return the funds to the donors. C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contribution. D. SUPPORTING DATA: Resolution #2016 -028 City of Monticello RESOLUTION NO. 2016-028 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Monticello Lions Club Cash $1,800 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 Monticello Lions Club City of Monticello Purchase electric stove for Pioneer Park Adopted by the City Council of Monticello this 9th day of May, 2016. Mayor ATTEST: Jeff O'Neill, City Administrator Res 2016 -028: 5/5/2016 City Council Agenda: 05/09/16 2J. Consideration of approving Verizon Construction Documents for Installation of Wireless Communication Facilities at Jefferson Commons Water Tower (WO) A. REFERENCE AND BACKGROUND: On March 28, 2016, the city approved the Verizon Wireless lease for installation, maintenance and operation of communication facilities on the water tower and on the grounds outside the fence. At the same meeting and prior to approval of the lease, the council approved the conditional use permit allowing the activity. As required by the lease, Verizon's agent has deposited $10,000 with the city to pay for costs associated with inspections, pre - construction meetings, various city reviews and outside consultants, and final punch list. Upon completion of the construction work, the city will return any unused portion of the escrow. Staff has reviewed the construction documents and makes the following recommended changes: 1. Verizon shall comply with the requirements identified in the enclosed letter from WSB dated May 3, 2016. 2. Verizon shall comply with the requirements identified in the enclosed letter and redlined plans from Badger State Inspection, LLC dated April 28, 2016. 3. A building permit submittal, review and approval is required for development as proposed. Al. Budget Impact: None. A2. Staff Workload Impact: Minimal. Tracking expenses, arranging meetings and hiring consultants. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Verizon Wireless construction documents with the recommended changes noted above. 2. Motion to approve the Verizon Wireless construction documents with the following changes 3. Motion to deny the Verizon Wireless construction documents. 4. Motion to City Council Agenda: 05/09/16 C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: Construction documents dated 2/16/16 Letter from WSB dated May 3, 2016 Letter and redline plans from Badger State Inspection, LLC dated April 28, 2016. Structural review letter from WSB dated May 1, 2016 r 1NIRELESS MINC HAYWARD NEW BUILD AREA MAP v _ �, LKRIVE NORTH MONTICELLO ANNANDALE SITE ANOKA .BUFFALO iis9' N. 35W" io ROCKFORD • OSSE0. Pms �% 694' 2 12 DELANO 1169 694 HOWARD LAKE 160 941, 494 - 35W 12 _ `36' 12 3 394 WATERTOWN PKII S MINN •POLIS • 1ss f90 f35W' EXCELSIOR. 494 62 62 LESTER PRAIRIE EDE PRAIRIE 494Y WACONIA 3 W' CHASKA 1272 1? MINNESOTA ' 177 F1vE6 �35EJ GLENCOE _212_ ____--,212,, SAVAGE N0400D / YOUNG AMERICA ' LI BURNSVILLE' DIRECTIONS FROM BLOOMINGTON RNC: HEAD WEST ON W 108TH ST/ W OLD SHAKOPEE RD FOR 1.0 MI. TAKE US -169 N FOR 3.7 M1. TAKE THE EXIT FOR 1-494 W FOR 17.7 M1. TAKE EXIT 27 TO MERGE ONTO 1 -94 W TOWARD ST. CLOUD FOR 23.4 MI. TAKE EXIT 193 FOR MN -25 TOWARD BUFFALO / MONTICELLO. TURN LEFT ONTO MN -25 S FOR 0.9 MI. TURN RIGHT ONTO SCHOOL BLVD FOR 0.3 MI. SITE WILL BE ON YOUR LEFT AT THE MONTICELLO WATER TOWER. GENERAL NOTES VICINITY MAP 193 E 7TH EXIT RD NORTH 1. In the event that Special Inspections are not performed in compliance with the contract terms, bid specifications and /or specified form, the General Contractor will be liable for all damages, construction performance, failures, and corrective actions related to the same. 2. The following general notes shall apply to drawings and govern unless otherwise noted or specified. 3. The work delineated in these drawings and described in the specifications shall conform to codes, standards and regulations that have jurisdiction in the state of Minnesota , and the city of Monticello. 4. Requirements and regulations pertaining to R.F. safety codes and practices must be incorporated in the work even though they may not be listed individually and separately in either the drawings or the specifications. 5. Compare field conditions with architectural and engineering drawings. Any discrepancies shall be directed to the Architect for clarification prior to fabrication and /or construction. Submit necessary shop drawings prior to fabrication for approval by the Architect. No information or details on these sheets may be used without the permission of the owner, or the architect. 6. Do not scale drawings! 11" x 17" drawings to scale 24" x 36" drawings scale multiply by 2 7. Unless otherwise shown or noted, typical details shall be used where applicable. 8. Details shall be considered typical at similar conditions. 9. Safety measures: The contractor shall be solely and completely responsible for the conditions of the job site, including safety of the persons and property and for independent engineering reviews of these conditions. The Architect's or Engineers' job site review is not intended to include review of the adequacy of the contractor's safety measures. 10. Within these plans and specifications, "Owner" implies VERIZON WIRELESS. 11. The work is the responsibility of the general contractor unless noted otherwise. 12. The terms "contractor" and "g.c." refer to the owner's general contractor and the general contractor's sub - contractors. It is the general contractor's responsibility to determine the division of work among sub - contractors. 13. The general contractor is responsible in obtaining necessary public and private underground utility locate services prior to start of excavating / construction. SHEETINDEX SHEET SHEET DESCRIPTION T -1 PROJECT INFORMATION, MAPS, DIRECTIONS, AND SHEET INDEX A -1 SITE PLAN, DETAIL INDEX, & PHOTOS A -1.1 GRADING PLAN A -2 ENLARGED SITE PLAN A -3 COAX AND ANTENNA KEY, NOTES, AND DETAILS A-4 TOWER ELEVATION, ANTENNA MOUNTING DETAIL A -5 PREFAB SHELTER PLAN, ELEVATIONS, NOTES, AND DETAILS A -6 CABLE BRIDGE DETAILS, PHOTOS, AND MISC DETAILS A -7 OUTLINE SPECIFICATIONS A -8 PAINTING SPECIFICATIONS G -1 GROUNDING NOTES AND DETAILS G -2 GROUNDING PLAN AND NOTE KEY G -3 GROUNDING ELEVATIONS U -1 UTILITY PLAN, HAND HOLE DETAIL, AND NOTES S -1 to S -7 STRUCTURAL PLAN, NOTES, AND DETAILS 1 &2 1 SURVEY GENERAL NOTES STRUCTURAL PROJECT INFORMATION SITE NAME: MINC HAYWARD PROJECT NUMBER: 20151251797 LOCATION CODE: 387832 SITE ADDRESS: SCHOOL BLVD OPERATIONS MONTICELLO, MN 55362 COUNTY: WRIGHT LATITUDE: N45° 17'06.33" (NAD83) LONGITUDE: W93'48'40.87" (NAD83) GROUND ELEVATION: 969.0' AMSL (NAVD88) ANTENNA TIP HEIGHT: 1123.0' AMSL - 154.0' AGL ANTENNA CENTERLINE HEIGHT: 1119.0' AMSL - 150.0' AGL III re]1iia:7_1141 HUZ- I_I•61ME1111AFTITe7I OVERALL STRUCTURE HEIGHT DRAWING BASED ON SITE DATA FORM DATED: OCCUPANCY: BUILDING TYPE: SITE AREA: ROOF LOAD: 1124.6' AMSL - 155.6' AGL 09 -09 -15 S -2 V -B 33' -0" X 20' -0" = 660 S.F. LIVELOAD = 105 PSF PARKING: PROVIDED ESTIMATED COAX RUN: (1) 6RRU HYBRID CABLE 300' LONG ('X' SECTOR) (1) 6RRU HYBRID CABLE 280' LONG ('Y' SECTOR) (1) 6RRU HYBRID CABLE 280' LONG ('Z' SECTOR) PROJECT DESCRIPTION: INSTALL THE PROPOSED PREFAB EQUIPMENT SHELTER AT GRADE AND THE ANTENNAS ON THE RAILING OF THE MONTICELLO WATER TOWER TO IMPROVE COMMUNICATION SERVICE IN THE MONTICELLO, MN AREA. VERIZON WIRELESS DEPARTMENTAL APPROVALS DESCRIPTION NAME DATE RE ENGINEER VICTOR DUROSOMO 10 -08 -15 OPERATIONS RON SIMMONS 10 -08 -15 MANAGER ALL BLOOMINGTON, MN 55438 CONSTRUCTION STEVE COLLIN 10 -12 -15 ENGINEER COMPANY CONTACT: 1518 CHESTNUT AVE SURVEYOR: MINNEAPOLIS, MN 55403 LESSOR/ LICENSOR APPROVAL SIGNATURE PRINTED NAME DATE "NO CENSOR: PLEASE CHECK THE APPROPRIATE BOX BELOW ES. ❑ CHANGES NEEDED. SEE COMMENTS ON PLANS. ISSUE SUMMARY REV. DESCRIPTION SHEET OR DETAIL A ISSUED FOR REVIEW 10 -07 -15 ALL B ISSUED FOR PERMITS 12 -07 -15 ALL C ISSUED FOR PERMITS 02 -16 -16 ALL BLOOMINGTON, MN 55438 RON REITER (612) 720 -0052 POWER UTILITY XCEL ENERGY COMPANY CONTACT: 1518 CHESTNUT AVE SURVEYOR: MINNEAPOLIS, MN 55403 CONTACTS LESSOR / LICENSOR: CITY OF MONTICELLO 505 WALNUT ST, SUITE 1 ARCHITECT: MONTICELLO, MN 55362 WAYNE OBERG 763 - 271 -3211 LESSEE: VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 RON REITER (612) 720 -0052 POWER UTILITY XCEL ENERGY COMPANY CONTACT: 1518 CHESTNUT AVE SURVEYOR: MINNEAPOLIS, MN 55403 MIKE PRATT (763) 273 -7963 �.� �0..�.... L/. 3- ; LICENSED ARCHITECT 12427 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Date DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGNl EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD TELCO UTILITY T.B.D. COMPANY CONTACT: SCHOOL BLVD MONTICELLO, MN 55362 T -1 SHEET CONTENTS: ARCHITECT: DESIGN 1 OF EDEN PRAIRIE, LLC. CONTACTS 9973 VALLEY VIEW ROAD ISSUE SUMMARY EDEN PRAIRIE, MN 55344 SHEET INDEX (952) 903 -9299 DEPARTMENTAL APPROVALS SURVEYOR: WIDSETH SMITH NOLTING LESSOR APPROVAL 610 FILLMORE STREET - PO BOX 1028 PROJECT INFORMATION ALEXANDRIA, MN 56308 -1028 AREA & VICINITY MAPS 320 - 762 -8149 GENERAL NOTES STRUCTURAL ULTEIG ENGINEERS DRAWN BY: TRD ENGINEER: 5201 E. RIVER ROAD, SUITE 308 DATE: 09 -15 -15 MINNEAPOLIS, MN 55421 CHECKED BY: CDB (763) 571 -2500 REV. A 10 -07 -15 REV. B 12 -07 -15 GEOTECHNICAL T.B.D ENGINEER: REV. C 02 -16 -16 T -1 2 ACCESS FROM SCHOOL BLVD SCALE: LOOKING SOUTHEAST EXISTING WATER TOWER 3 SCALE: LOOKING SOUTH °yf GENERATOR TYPE: DIESEL DETAIL INDEX h f yf FROST DEPTH DETAIL DETAIL DESCRIPTION °yf Oy \ OyFf �Oyf DESIGN = 4' -0" SHELTER PREFABRICATED EQUIPMENT SHELTER Vz12.12 -4C e Oy \ py f \ OyF o yf \ 1.1 BOLLARD DETAIL °Nf 2.1 FENCE SECTION 3.1 CABLE BRIDGE SECTION he \ Oy \ pyF °yf \ f °yf c \ Nf \�hf\ 4.1 CABLE BRIDGE ELEVATION 6.1 GATE DETAIL Oy f f \ o V V\II�rL O \ °ti` g�V \ °HF 8.1 TELCO ENTRY DETAIL Olt X962 �� 9.1 CMPH DETAIL \ S °yf °O pF963� �V 10.1 ONE -LINE ELECTRICAL RISER DIAGRAM 9 11.1 GROUNDING DETAILS O - 964 -- \ \ \ �y f \ °hF \ 12.1 ELECTRICAL H -FRAME DETAIL (DETAIL 2) �yf Oy f - - - A oti� — EXISTING PUBLIC _ Q' RIGHT OR WAY Oyf °yf ON- EXISTING 6' WIDE DRAINAGE \ \ Nf \ \ OyF \ Oy£\ & UTILITY EASEMENT, TYP o \ Z\ pyf \Oyf hf�� \ \oyf °yf\ EXISTING OH °yF� oyfRANSMISSION EXISTING BITUMINOUS DRIVE 66� n \oyf f \Oy Oyf\ �yf\ CCC�Oyf LINES, TYP LESSEE 20' WIDE ACCESS do UTILITIES RIGHTS OF WAY 0'r LESSEE 10' WIDE UTILITIES °yf RIGHT OF WAY 66'6f \ o EXISTING BUILDING----____� PROPOSED BITUMINOUS DRIVE EXISTING APPROACH 4 SCALE: LOOKING SOUTH c \ yf oy \ Gqf g66. \ NF O F \ \, -966 - \ LESSEE 10' 96� WIDE UTILITIES I RIGHT OF WAY�y see PROPOSED PREFAB EQUIPMENT SHELTER COMPOUND, SEE A -2 '966' 969'\ Ep"e-sA x A !t•1!) 1t/tt:!!s• • ft+ g ?• *•!!t•♦tlitr)tllf[Ntif)ltR)t UTILIZE I' LESSExE 33, X 20 CURB APPROACH EMSTING LAND SPACE \�96j \\ L, II EXISTING PROPERTY LINE EXISTING BUILDINGS I TH- S I T E PLAN GRAPHIC SALE SCALE: 1" = 100' 6 so• 100' j..DA ors LICENSED ARCHITECT 12427 e . �i ``\ I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 M!. ,1� Date: DESIGN -hL 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNIEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: SITE PLAN DETAIL INDEX PHOTOS DRAWN BY TRDI CDBI REV. B 12 -07 -15 REV. C 02 -167 A -1 EXISTING WATER TOWER I PROPOSED ANTENNAS MOUNTED ON HANDRAIL, SEE A -4 LESSEE 4' WIDE II CABLE EASEMENT PROPOSED PREFAB EQUIPMENT SHELTER COMPOUND, SEE A -2 '966' 969'\ Ep"e-sA x A !t•1!) 1t/tt:!!s• • ft+ g ?• *•!!t•♦tlitr)tllf[Ntif)ltR)t UTILIZE I' LESSExE 33, X 20 CURB APPROACH EMSTING LAND SPACE \�96j \\ L, II EXISTING PROPERTY LINE EXISTING BUILDINGS I TH- S I T E PLAN GRAPHIC SALE SCALE: 1" = 100' 6 so• 100' j..DA ors LICENSED ARCHITECT 12427 e . �i ``\ I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 M!. ,1� Date: DESIGN -hL 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNIEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: SITE PLAN DETAIL INDEX PHOTOS DRAWN BY TRDI CDBI REV. B 12 -07 -15 REV. C 02 -167 A -1 T- I i I i I I I I I I I I I I v \ \ I I I I � I / / ) I I I � I I I I ( � a v� I \ o < �41, /// / 41 / ,,/, 969.0' 968.3' A x 968.0' a- a , 968.1' r DRIVE R i 968.3' f DRIVE f 968°5' 96 PROPOSED _ --.Noy= 968.0' '- i / i i i i i i - L-- - - E-1 Oo ti / GRADING PLAN GRAPHIC SCALE SCALE: 1/16" = V -0" 0 1 8 s ,, � .fie• •.•. 1. , NOTE: CONTRACTOR TO COORDINATE LICENSED PUBLIC AND PRIVATE UTILITY LOCATES ARCHITECT — PRIOR TO CONSTRUCTION START. `. 12427 — NOTIFY THE ARCHITECT AND THE VZWQ� OF ANY UTILITY LINE ISSUES. CONSTRUCTION ENGINEER IMMEDIATELY I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 DRIVE EDGE ELEV 968.5' J DRIVE CENTER ELEV 968.65' ss8.7' 969 969.0' • •: I I \ M cocci Gc NORTH �9 Signed: 11 -24 -15 Date: DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGN1EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 PROJECT 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: GRADING PLAN DATE: 09 -15 -15 \ I CDB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 \ I, LO I I I I I / / ) I I I � I I I I ( � a v� I \ o < �41, /// / 41 / ,,/, 969.0' 968.3' A x 968.0' a- a , 968.1' r DRIVE R i 968.3' f DRIVE f 968°5' 96 PROPOSED _ --.Noy= 968.0' '- i / i i i i i i - L-- - - E-1 Oo ti / GRADING PLAN GRAPHIC SCALE SCALE: 1/16" = V -0" 0 1 8 s ,, � .fie• •.•. 1. , NOTE: CONTRACTOR TO COORDINATE LICENSED PUBLIC AND PRIVATE UTILITY LOCATES ARCHITECT — PRIOR TO CONSTRUCTION START. `. 12427 — NOTIFY THE ARCHITECT AND THE VZWQ� OF ANY UTILITY LINE ISSUES. CONSTRUCTION ENGINEER IMMEDIATELY I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 DRIVE EDGE ELEV 968.5' J DRIVE CENTER ELEV 968.65' ss8.7' 969 969.0' • •: I I \ M cocci Gc NORTH �9 Signed: 11 -24 -15 Date: DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGN1EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 PROJECT 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: GRADING PLAN DATE: 09 -15 -15 CHECKED BY: CDB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 A -1.1 PROPOSED ARBOR VITAE TO MATCH EXISTING, TYP OF 6, SEE A -6 EXISTING VEGETATION ol EQ. i i i EXISTING FENCE & GATE LESSEE 4' WIDE CABLE EASEMENT (3) PROPOSED 04" UG PVC CONDUIT NOTE: CONTRACTOR TO COORDINATE LICENSED TO TOWER, SEE A -6. APPROX 80 LF PUBLIC AND PRIVATE UTILITY LOCATES ARCHITECT = PRIOR TO CONSTRUCTION START. 12427 NOTIFY THE ARCHITECT AND THE VZW viQ: FFE= r,E \ ,,��i,�i/ CONSTRUCTION ENGINEER IMMEDIATELY OF ANY UTILITY LINE ISSUES. PROPOSED CHAIN LINK FENCE W/ NO BARBED WIRE, MATCH / // / EXISTING, SEE DETAIL INDEX / ,j j// j// i I hereby certify that this plan. / /, , specification or report was 7' -3" /j , /, prepared by me or under my direct / //, ` supervision and that I am a duly �j registered Architect under PROPOSED CONCRETE / /� ,� /,�� / / the laws of the State of Minnesota. PAD AROUND SHELTER, // // / / /j/ ` ROBERT J. DAVIS, Reg. No. 12427 —SEE A -5 — — ` - f7/7—�7L x x x x x x x x x x PROPOSED CABLE j' I signed: _ `i w I / / BRIDGE, SEE A -5 w 11 -24 -15 PROPOSED METER & I Date: DISCONNECT, SEE U-1 + + W QI DESIGN O d x U 0 0 al 9973 VALLEY VIEW RD. N Z 6 L++I EDEN PRAIRIE, MN 55344 S w ( o I (952) 903 -9299 + = I x I -N cv of WWW.DESIGN1EP.COM N I U I az x I PROPOSED FIBER OPTIC HAND HOLE, SEE U-1 ' VERIZON + WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 21' -9 1/2" 4' -0" SHELTER GATE 0 2' -0" V -5" 2' -0" 3 W } PROJECT 31' -2 1/2" `ol o z_° `30 3 20151251797 cm CONCRETE PAD a s N o LOC. CODE: 387832 °?o 0 o rn w W w" MINC 33' -0" o m N a LAND SPACE HAYWARD I I 0 I -- -- -- _ SCHOOL BLVD MONTICELLO, MN 55362 31' -2 1/2" ol EQ. EQ. -' ' - t NORTH SHEET CONTENTS. ENLARGED SITE PLAN DRAWN BY TRD DATE: 09 -15 -15 CHECKED BY CDB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 ENLARGED SITE PLAN GRAPHIC SCALE 1 SC 1/8" = -0" 0 a e ALE: 1' A-2 ANTENNA KEY EQUIPMENT CABLE KEY 80' -0" AZIMUTH POSITION FUNCTION QTY MANUFACTURER MODEL MOD ANTENNA ANTENNA ANTENNA ELEC MECH QTY I COAX MANUFACTURER MODEL DIELECTRIC DIAMETER I RUN TYPE LENGTH TIP CENTER DOWNTILT DOWNTILT TYPE (INCH) (FEET) 50' 1.1 SPARE_ 1 JMA X_7CQAP -86- 8_65_ -V 96" 154.0'_ 150.0' 0° WITH MATCHED LOAD___________ - 1.2 SPARE - 2ND PORT _SPARE_ SPARE _ - - __0° - -__- _TERMINATE T_ER_MINA_TE_WITH MATCHED_L_OA_D _ 1.3 TX /RXO = - - - _ - - _ 3RD PORT _ 700LTE +45 _ _ _ 3' -- 0* - _ RRUS -613 (1) ROSENBERGER HJ- 712015 HYBRID 1 RRU ERICSSON - 1.4 TX /RX1 - - 4TH PORT 700LTE -45 - - - - - WITH A2 JUMPER SECTOR BOX TO RRU - 1.5 SPARE - - 5TH PORT SPARE - - - 0° 0' LO TERMINATE WITH MATCHED AD - - - - -- - - - -- 1.6 - - -- SPARE - -- - - - - - -- - ---- - - - - -- 6TH PORT - - - -- SPARE - - - -- - - - - -- - - - - -- - - - -- - - - -- - --- - - - - -- -- ------ - - - - -- TERMINATE WITH MATCHED LOAD 50' 2.1 TX /_RXO 1 JMA X_7C_QAP_ -8_6- -V_ PCSLTE +45 96" 154.0' 150.0' 2' RRUS12 -B2 (1) ROSENBERGER HJ- 712015 HYBRID - 2.2 -- TX /RX1 - - - - - - _865_ 2ND PORT PCSLTE -45 _ - _ _ - _ _ - - - _ - -- _ _0 _ - 1 RRU ERICSSON WITH A2 JUMPER SECTOR BOX TO RRU - -- - -- ---------------- - - - - -- - - - 2.3 -- FUTURE - -- - - - -- - ----------- 3RD PORT 85OLTE +45 - - - -- - - - - -- - - -- - - - 3° - - -- 0' - - - -- - - - - - - TERMINATE WITH MATCHED LOAD - - - - -- 2.4 - - -- FUTURE - -- - - - - -- - ---- - - - - -- 4TH PORT - - - -- 85OLTE -45 - - - -- - - - - -- - - - - -- - - - -- - - - -- - -------------------------------------- TERMINATE WITH MATCHED LOAD ° - - - - -- - - - - - -- - - -- 2.5 - - -- - - -- TX /RX2 - - - - - -- - - -- - - - - -- - - - - - -- ---- - - - - -- 5TH PORT ---- - - - - -- - - - -- PCSLTE +45 - - - -- - - - -- - - - - -- - - - -- - - - - -- - - - -- - - - - -- - - -- 2' - - -- - - -- 0' - - -- -------------------------------------- CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B2 AT POSITION 2.1/2.2 w - 2.6 TX /RX3 - - 6TH PORT PCSLTE -45 - - - - - V' 50' _ _ 3.1 _ TX /_RXO 1 _ JMA _ X_7C_QAP 86 -865 -V _ - _ _ _ AWSLTE +45 _ _ _ _ _ _ _96° _ 154.0' 150.0' _ 2' 0' RRUSi 2 -B4 1 ROSENBERGER HJ- 712015 HYBRID 1 RRU ERICSSON ( ) 3.2 TX /RX1 - - 2ND PORT AWSLTE -45 - - _ _ _ WITH A2 JUMPER SECTOR BOX TO RRU - - -- - -- 3 3 -3.3 -- --- - - -- - - -- - -- 3RD PORT ---- --- - -- 70OLTE +45 --- -- - - - - -- - - - -_ 3' - - -- 0' - - - - - - CONNECT THESE PORTS TO A2 MODEL ON RRUS -B13 AT POSITION 1.3/1.4 - 3.4 TX /RX3 - - 4TH PORT 70OLTE -45 - - - - - ____- 15 - TX /RX2 - -- - - -- - - - - - -- 5TH PORT - -- -- AWSLTE +45 - _ - _ - _27 _ 9 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B4 AT POSITION 3.1/3.2 - 3.6 TX /RX3 - - 6TH PORT AWSLTE -45 - - - - - 50' 4.1 SPARE 1 JMA X7CQAP -86 -865 -V SPARE 96° 154.0' 150.0' 0° 0° TERMINATE WITH MATCHED LOAD - 4.2 SPARE - - PORT SPARE - - - - - 5555____ TERMINATE WITH MATCHED LOAD - _ 4.3 FUTURE - - - - -2ND 3RD PORT 85OLTE +45 - - - 3° 0' TERMINATE WITH MATCHED LOAD - 4.4 FUTURE - - 4TH PORT 85OLTE -45 - - - - - TERMINATE WITH MATCHED LOAD - 4.5 -- SPARE - 5TH PORT SPARE - - - 0° 0° ------------------- TERMINATE WITH MATCHED LOAD - - - - -- - - - 4.6 - - -- SPARE - -- - - - - - -- - ---- - - - - -- 6TH PORT - - - -- SPARE - - - -- - - - - -- - - - - -- - - - -- - - - -- - -------------------------------------- TERMINATE WITH MATCHED LOAD 170' 1.1 SPARE 1 JMA X7CQAP -86 -865 -V SPARE 96° 154.0' 150.0' 0° 0 TERMINATE WITH MATCHED LOAD - 1.2 SPARE - - PORT SPARE - -_ - - - T_ER_MINA_TE WITH MATCHED LOAD - - -- -- _2ND -- -4TH _ - - -- - -- - - - -- - 3 - _ -0 - 1 1- RRU ERICSSON I RWITH�3 JUMPERESECTORJBOX2TO 1.4 TX /RX01 -- PORT 70OLTE -45 - RRUBRID - ------------------------------ 1.5 SPARE - -- 5TH PORT - - - -- SPARE - - - -- - - - - -- - - - - -- - - - -- 0° - - -- 0 -1- -L1) - -- -- ----------------- TERMINATE WITH MATCHED LOAD - 1.6 SPARE - - 6TH PORT SPARE - - - - - ------------------- TERMINATE WITH MATCHED LOAD 1_70' 2.1 TX /_RXO _ 1 JM_A_- X_7C_QAP -86 -865 -7 PCSLTE +45 - -96" _ _ 154.0' _ _ 150.0,---- 2' _ _2* _ 1 RRU ERICSSON RRUS12 -B2 (1) ROSENBERGER HJ- 712015 HYBRID - 2.2 TX /RX1_ - - 2ND PORT PORT PCSLTE -45 - - - - - WITH A2_ JUMPER SE_CT_OR_ B_OX TO RRU - 2.3 FUTURE - - 3RD PORT 85OLTE +45 - - - 3° 0' TERMINATE WITH MATCHED LOAD - 2.4 FUTURE - - 4TH PORT 85OLTE -45 - - - - - TERMINATE WITH MATCHED - 2.5 T_X /RX2 - - 55TH_ PORT_ PCSLTE +45 - - - - -- - - - - -- - - - -- - 2* - - -- * - CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B2 AT POSITION 2.1/2.2 w - 2.6 TX /RX3 - - 6TH PORT PCSLTE -45 - - - - - r" 1_70' _ 3.1 _ TX /_RXO 1 _ JMA _ _ X_7C_QAP 8_6- _865 -V_ _ - AWSLTE +45 _ _96" _ 154.0' _ _ 150.0' _ _ 2' _ 0' RRUS12 -64 1 ROSENBERGER HJ- 712015 HYBRID 1 RRU ERICSSON ( ) - 3.2 TX /R_X1_ -_ - 2ND_ PORT_ AWSLTE -45 - - - _ - WITH A2 JUMPER SECTOR BOX TO RRU ----------------- - 3.3 - - 3RD PORT 70OLTE +45 - - - -- - -_ -- - - - -- 3_- __�_ CONNECT THESE PORTS TO A2 MODEL ON RRUS -613 AT POSITION 1.3/1.4 - 3.4 TX /RX3 - - 4TH PORT 70OLTE -45 - - - - - - - - - -- - - - - - -- - - -- 3.5 - -6 TX /RX2 -- - -_- - - - - - -- 5TH PORT ---- --- - -- AWSLTE - --- -- - - - - -- - - - - -- - - - - -- 2 - - - - -- -------------------------------------- CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B4 AT POSITION 3.1/3.2 - 3,6 TX /RX3 - 6TH PORT AWSLTE -45 - - - - - 170' 4.1 SPARE 1 JMA X7CQAP -86 -865 -V SPARE 96" 154.0' 150.0' 0° 0° TERMINATE WITH MATCHED LOAD - 4.2 SPARE - - 2ND PORT SPARE - - - - - TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 4.3 - - - - FUTURE - -- - - - - - -- - ---- - - - - -- PORT - - - -- 850LTE +45 - - - -- - - - - -- - - - - -- - - - -- 3° - - - - -------------------------------------- TERMINATE WITH MATCHED LOAD----------- ------ - - - 4.4 - - -- FUTURE - -- - - - - - -- - -- -3RD -- 4TH PORT - - - -- 85OLTE -45 - - - -- - - - - -- - - - - -- - - - - - -0° - - ------ - - - - -- - TERMINATE WITH MATCHED LOAD - 4.5 SPARE - - 5TH PORT SPARE - - - 0° 0° ------------------- TERMINATE WITH MATCHED LOAD - 4.6 SPARE - - 6TH PORT SPARE - - - - - ------------------- TERMINATE WITH MATCHED LOAD 290' 1.1 SPARE 1 JMA X7CQAP -86 -865 -V SPARE 96" 154.0' 150.0' 0° 0' TERMINATE WITH MATCHED LOAD - 1.2 SPARE - - 2ND PORT SPARE - - - -__ - TERMINATE WITH MATCHED LOAD 3 - _ _ - 1 �- RRU ERICSSON I RWITHI3A123 JUMPERESECTORJBOX2TO _ 1.4 TX /RXi 4TH PORT 700LTE -45 70OLTE - _ 11 L RRU - - - -- 1.5 - SPARE -- - - -- - - - - - - - - - - -- - 5TH PORT - - - -- SPARE - - -_- - - - - - - - - - -- 0° - - -- 0' -r1) -�- - - - - -- T - - - - -- - - -- 1.6 - - -- SPARE -_- - - - - -- - ---- - - - - -- 6TH PORT - - - -- SPARE - - - -- - - - - -- - - - - -- - - - -- - - - -- - _ER_MINA_TE_WITH_MATCHED_L_OA_D - -- ------ - - - - -- TERMINATE WITH MATCHED LOAD 2_90' 2.1 T_X /_RXO 1 JMA_- X_7C_QAP -86 -865 -V PCSLTE +45 - -96" _ _ 154.0' _ _ 150.0' _ _ 7 _ 0' - 1 RRU ERICSSON RRUS12 -B2 (1) ROSENBERGER HJ- 712015 HYBRID - 2.2 TX /RX1 - - 2ND PORT PCSLTE -45 - - - - - WITH A2 JUMPER SECTOR BOX TO RRU - - - - -- - - -3 2.3 - - -- FUTURE - -- - - - - - -- - --- - - - - - -- 3RD PORT 5 +7 850LTE +45 - - - -- - - - - -- - - - - -- - - - -- 3° - - -- 0 - - - -- - - - -- - - ------ - - - - -- TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 2.4 - - -- FUTURE - -- - - - - - -- - ---- - - - - -- 4TH PORT - - - -- 85OLTE -45 - - - -- - - - - -- - - - - -- - - - -- - - - -- - -------------------------------------- TERMINATE WITH MATCHED LOAD - - - - -- - - - - - -- - - -- 2.5 - -5 - - -- TX /RX2 - - -- -_- - -- - - - - -- - - - - - -- ---- - - - - -- 5TH PORT -5TH POOR - -- - - - -- PCSLTE +45 - - - -- - - - -- - - - - -- - - - -- - - - - -- - - - -- - - - - -- - - -- 2' - -' _ - - -- 0 0' -------------------------------------- CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B2 AT POSITION 2.1/2.2 w - 2.6 TX /RX3 - - 6TH PORT PCSLTE -45 - - - - - 2_90' 3.1 TX /_RXO 1 JMA - X_7C_QAP 86 -865 -V AWSLTE +45 154.0' 150.0' 2' 0' RRUSH2 -64 (1) ROSENBERGER HJ- 712015 HYBRID _ - _ _ 3.2 TX /RXi _ -_ _ - _ _ _ _ 2ND PORT_ _ _ _ _ _ AWSLTE -45 _ _96° _ - _ _ - _ _ - - - WITH A2 JU_MP_ER SE_CT_OR BOX TO RRU - -_ - -- - 3.3 - TX /RX2 - - -- - - - - - -- 3RD PORT - -- -- 70OLTE +45 -- _ - -_- __ -__ __ -__ _ _ 3_ _ __� CONNECT THESE PORTS TO A2 MODEL ON RRUS -B13 AT POSITION 1.3/1.4 - 3.4 TX /RX3 - - 4TH PORT 70OLTE -45 - - - - - -- - -- -3.5 TX /RX2 - - 5TH PORT AWSLTE +45 - - - -- - - - -- - - - -- _2' --0' CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B4 AT POSITION 3.1/3.2 - 3.6 TX /RX3 - - 6TH PORT AWSLTE -45 - - - - - 290 4.1 SPARE 1 JMA X7CQAP -86 -865 -V SPARE 96" 154.0' 150.0' 0' 0 ° TERMINATE WITH MATCHED LOAD - 4.2 SPARE - - 2ND PORT SPARE - - - - - TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 4.3 - - -- FUTURE - -- - - - - - -- - ---- - - - - -- 3RD PORT - - - -- 85OLTE +45 - - - -- - - - - -- - - - - -- - - - -- 3° - - -- 0' -------------------------------------- TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 4.4 - - -- FUTURE -_- - - - - -- - ---- - - - - -- 4TH PORT - - - -- 85OLTE -45 - -_ -- - - - -- - - - - -- - - - -- - - - -- - -------------------------------------- TERMINATE WITH MATCHED LOAD - 4.5 SPARE - - 5TH PORT SPARE - - - 0' 0' TERMINATE WITH MATCHED LOAD - 4.6 SPARE - - 6TH PORT SPARE - - - - - TERMINATE WITH MATCHED LOAD PROPOSED ADDITIONAL: 48 COAX ANDREW LDF4 -50A FOAM 1/2" 10' (6) DISTRIBUTION BOXES, MODEL #RXXDC- 3315 -PF -48 (3 AT SHELTER, 3 ON RAILING) JUMPER (1) 6RRU HYBRID CABLE, ROSENBERGER MODEL #HL- 9612300 (SHELTER TO 'X' SECTOR) (1) 6RRU HYBRID CABLE, ROSENBERGER MODEL #HL- 9612280 (SHELTER TO 'Y' SECTOR) ANTENNA KEY COAX KEY (1) 6RRU HYBRID CABLE, ROSENBERGER MODEL #HL- 9612280 (SHELTER TO 'Z' SECTOR) 3 2 (48) ERICSSON RET /ASIG JUMPERS (BETWEEN RRUS AND ANTENNAS, 16 /SECTOR) SCALE: NONE SCALE: NONE (24) 500 TERMINATIONS FOR SPARE PORTS (8 /SECTOR) 6RRU CABLE LENGTH (DIST. BOX AT SHELTER TO DIST. BOX AT 'X' SECTOR) PVC CONDUIT RUN 80' -0" WALL TO DRYWELL 20' -0" RAID CENTER 150' -0" ROOF HATCH TO 'X' SECTOR 35' -0" EXTRA 10' -0" TOTAL 295' -0" TOTAL ROUNDED UP 300' -0" POSITION ANTENNA 6RRU CABLE LENGTH (DIST. BOX AT SHELTER TO DIST. BOX AT 'Y' SECTOR) PVC CONDUIT RUN 80' -0" WALL TO DRYWELL 20' -0" RAD CENTER 150' -0" ROOF HATCH TO 'Y' SECTOR 20' -0" EXTRA 10' -0" TOTAL 280' -0" TOTAL ROUNDED UP 280' -0" 6RRU CABLE LENGTH (DIST. BOX AT SHELTER TO DIST. BOX AT 'Z' SECTOR) PVC CONDUIT RUN 80' -0" WALL TO DRYWELL 20' -0" RAID CENTER 150' -0" ROOF HATCH TO 'Z' SECTOR 15' -0" EXTRA 10' -0" TOTAL 275 -0" TOTAL ROUNDED UP 280' -0" COAX JUMPER RRU /RX MODULE HYBRID JUMPER DISTRIBUTION BOX (AT EACH SECTOR) 6RRU HYBRID CABLE DISTRIBUTION BOX (MOUNTED AT SHELTER) S ONE -LINE DIAGRAM NOTES: 1) QUANTITIES AND MODEL NUMBERS PER ANTENNA AND EQUIPMENT /CABLE KEYS. 2) OVERALL LENGTH OF POWER CABLES NOT TO EXCEED 367' FROM POWER SUPPLY TO REMOTE RADIO UNIT. 3) DASHED LINES INDICATED FUTURE EQUIPMENT /CABLES. 4) COAX JUMPER: MAX. LENGTH 15' -0 ", UNLESS NOTED OTHERWISE. 5) HYBRID JUMPER: MAX. LENGTH 15' -0 ". 6) CABLE HANGER (UNIVERSAL): ROSENBERGER #TH415 -U158 7) CABLE HANGER (STACKABLE): ROSENBERGER #TH428 -S128 8) GROMMET (6 -12): ROSENBERGER #CX649 -3536 9) GROMMET (HYBRID JUMPER, SINGLE): ROSENBERGER #CX651 -2829 10) GROMMET (HYBRID JUMPER, DOUBLE): ROSENBERGER #CX652 -1714 ONE -LINE DIAGRAM SCALE:NONE ��,F'RS J, Dq LjJ; LICENSED ARCHITECT 12427 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Date: DESIGNfi, 9973 VALLEY VIEW RD. I EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGN 1 EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 PROJECT 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS ONE -LINE DIAGRAM CABLE LENGTH CALCS COAX, & ANTENNA KEY DRAWN BY: TRD DATE: 09 -15 -15 CHECKED BY: CDB REV. C 02 -16 -161 I` t N o Q N \^�J N N qy ro h a y BAY 12 EXISTING KICKERS NOTE 1.) SHELTER FOUNDATION, CONCRETE COMPOUND, AND BITUMINOUS ROAD TO BE EXCAVATED AND CONSTRUCTED IN ACCORDANCE WITH RECOMMENDATIONS AND SPECIFICATIONS OF THE GEOTECHNICAL REPORT WHICH IS NOT INCLUDED IN THIS PACKAGE. DISCREPANCIES BETWEEN THE REPORT AND THE OTHER DOCUMENTS TO BE IMMEDIATELY REPORTED TO VERIZON WIRELESS AND THE ARCHITECT. 2.) THE ARCHITECT MAKES NO WARRANTY, EXPRESSED OR IMPLIED, OF THE ACCURACY OF THE STRUCTURAL ANALYSIS AND THE PERFORMANCE OF THE COMPLETED CONSTRUCTION AS SHOWN ON THESE DOCUMENTS AND THE STRUCTURAL ANALYSIS. WELD SEAM BAY 1 BAY 2 qw VE BAY 11 EXISTING PUCK, BAY 3 HOT WELDED UTILIZE EXISTING PENETRATIONS, PROPOSED (PER SECTOR): SEE STRUCTURAL , _ _ _ \ (4) ANTENNAS (3) PROPOSED i (4) RRUS HYBRID CABLES X �\ (1) DISTRIBUTION BOX EXISTING AIRMAX —/ BAY 10 ANTENNA, TYP OF 3 PROPOSED Z— BRACKETS J EXISTING RAILING UNISTRUT FOR CABLES, SEE STRUCTURAL BAY 9 EXISTING CONDUIT, RUNNING ALONG OUTSIDE OF RAILING BAY 8 EXISTING JUNCTION BOX \ SEE STRUCTURAL I DIFYWELL I I b SO IO \\ O X ,O MUSHROOM VENT / BAY 6 BAY 7 1� 1_TE #21/ #2.2 Pcs1_TE �j1.3 /116�ooATE 1 3 2 AWS 6 PCSOE 5 #4.1 4.2 SPARE #3. / #4.3�444 6 g5PARE #3.5/3.67 #25/2 #4.5/ Y' AZIMUTH ® 170 NORTH ANTENNA MOUNTING DETAIL GRAPHIC SCALE 2 SCALE: 1/4" = 1' -0" o r 4• NOTE: CONTRACTOR TO OBTAIN CURRENT FINAL SDF & FAA DETERMINATION FROM VZW PRIOR TO CONSTRUCTION COMMENCEMENT NOTE: CONTRACTOR TO ENSURE TIP OF ANTENNAS ARE BELOW BOTTOM OF OBSTRUCTION LIGHT PER FAA/FCC STANDARDS BAY 4 LIGHT TO BE HIGHEST POINT ON TOWER BAY 5 EXISTING OBS LIGHT COAX LV LICENSED ARCHITECT RAISE EXISTING OBS LIGHT TO BE a _ HIGHEST POINT ON TOWER, SEE 12427 STRUCTURAL °Q PROPOSED T.O. OBS LIGHT ��: e •; 1124.6' AMSL/155.6' AGL �� q °° • �� OL PROPOSED ANTENNA TIP 1123.0' AMSL /154.0' AGL EXISTING ANTENNA TIP 1124.2' AMSL /155.2' AGL OL PROPOSED ANTENNA CL TOP OF RAILING 1119.0- AMSL /150.0' AGL 1118.6' AMSL /149.6' AGL I hereb certify that this an UTILIZE EXISTING PENETRATIONS 0 DRYWELL HATCH FOR HYBRID CABLES, SEE STRUCTURAL PROPOSED CABLES MOUNTED TO EXPANSION RING INSIDE MANWAY TUBE, SEE STRUCTURAL PROPOSED CABLES MOUNTED TO RAILING, SEE STRUCTURAL (3) PROPOSED HYBRID CABLES MOUNTED TO STEM OF TOWER, SEE STRUCTURAL PROPOSED CABLE - BRIDGE, SEE A -6 PROPOSED PREFAB EQUIPMENT SHELTER, SEE A -5 PROPOSED 04" UG PVC CONDUIT, SEE A -6 I' I I I I I I I I I MONTH' I I I I I I I I I I I I I I I I I I I I I I I I I I I I ELLO I - - - -- r_ I EXIST NC z — - -�_J DRYWELL i TULi�_ I I EXISTING I I I I I I I I I I I I I LANDING V41O EXISTING '01I� ." LADDER AND I I I LADDER CAGE �Q s �j" 6 Aso 9�A I J�PA, RAISE EXISTING OBS BAY 4 LIGHT TO BE HIGHEST POINT ON TOWER BAY 5 EXISTING OBS LIGHT COAX LV LICENSED ARCHITECT RAISE EXISTING OBS LIGHT TO BE a _ HIGHEST POINT ON TOWER, SEE 12427 STRUCTURAL °Q PROPOSED T.O. OBS LIGHT ��: e •; 1124.6' AMSL/155.6' AGL �� q °° • �� OL PROPOSED ANTENNA TIP 1123.0' AMSL /154.0' AGL EXISTING ANTENNA TIP 1124.2' AMSL /155.2' AGL OL PROPOSED ANTENNA CL TOP OF RAILING 1119.0- AMSL /150.0' AGL 1118.6' AMSL /149.6' AGL I hereb certify that this an UTILIZE EXISTING PENETRATIONS 0 DRYWELL HATCH FOR HYBRID CABLES, SEE STRUCTURAL PROPOSED CABLES MOUNTED TO EXPANSION RING INSIDE MANWAY TUBE, SEE STRUCTURAL PROPOSED CABLES MOUNTED TO RAILING, SEE STRUCTURAL (3) PROPOSED HYBRID CABLES MOUNTED TO STEM OF TOWER, SEE STRUCTURAL PROPOSED CABLE - BRIDGE, SEE A -6 PROPOSED PREFAB EQUIPMENT SHELTER, SEE A -5 PROPOSED 04" UG PVC CONDUIT, SEE A -6 I' I I I I I I I I I MONTH' I I I I I I I I I I I I I I I I I I I I I I I I I I I I ELLO UTILIZE EXISTING 04" UG PVC CONDUIT, SEE A -6 EXISTING 150" HIGH COMPOSITE WATER TOWER 969.0" AMSL EAST ELEVATION GRAPHIC SCALE SCALE: 1" = 20' 0 10' 1 y p specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Mr. . Date: DESIGN h. 9973 VALLEY VIEW RD. I EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: TOWER ELEVATION ANTENNA MOUNTING DETAIL DRAWN BY TRDI CDBI REV. B 12 -07 -15 REV. C 02 -16 -16 A -4 I - - - -- r_ I EXIST NC +— — - -�_J DRYWELL TULi�_ I I EXISTING I I I I I I I I I I I I I LANDING I I I I I I I I I I I I EXISTING LADDER AND I I I LADDER CAGE I I I J UTILIZE EXISTING 04" UG PVC CONDUIT, SEE A -6 EXISTING 150" HIGH COMPOSITE WATER TOWER 969.0" AMSL EAST ELEVATION GRAPHIC SCALE SCALE: 1" = 20' 0 10' 1 y p specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Mr. . Date: DESIGN h. 9973 VALLEY VIEW RD. I EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: TOWER ELEVATION ANTENNA MOUNTING DETAIL DRAWN BY TRDI CDBI REV. B 12 -07 -15 REV. C 02 -16 -16 A -4 0 O I I I I I I IJ ---- ---- -- - - -- -I LEFT ELEVATION Q 0 �■ 02 � o C3 e EXPOSED • AGGREGATE • 1 m CONCRETE - STEEL DOORS C e.l I I I I I 1 1 L --------- ------ --- ---- --- - - - --I FRONT ELEVATION GRAPHIC SCALE 5 SCALE: 1/8" = 1' -0" o a e• I I I I I I IJ -- ------ - - - - -- �I RIGHT ELEVATION 4 SCALE: 1/8" = 1' -0" NOTE: wm- CONTRACTOR TO PROVIDE PENETRATION IN CONTRACTOR TO FOAM FILL AND CAP BOTH SIDES o PREFABRICATED SHELTER WALL FOR TELCO ENTRY. (EXTERIOR /INTERIOR) OF EXISTING UNUSED O CONTRACTOR TO VERIFY FINAL LOCATION & SIZE TYPNI TION(S) IN PREFABRICATED SHELTER WALL CAL OF PROPOSED TELCO ENTRY W/VZW CONSTRUCTION ENGINEER. APPROXIMATE SIZE TELCO ENTRY 4 "0. EXPOSED AGGREGATE CONCRETE 0 TO ELECTRIC ENTRY I I II LI BACK ELEVATION GRAPHIC SCALE SCALE: 1/8" = 1' -0" BUILDING WALL BUILDING FLOOR 2" 8" 1" X 2 3/4" BOLT 1 1/16 "0 HOLES © ® 1" LOCKWASHER 1" FLAT 2 "OD WASHER 7/8 "0 HOLES p 3/4" X 2 1/2" SLEEVE ANCHOR Cj GALV. STEEL WITH FLATWASHER TIE DOWN 1 3/8" TIE DOWN BRACKET 3/8" PLATE ANCHORING DETAILS GRAPHIC SCALE $ SCALE: 1/2" = 1' -0" a z• 5-0" SOLID COMPO�41 ° WOOD DECKING II 5' -0" 2x6x5" TREATED BLOCKING 2x6x5" TREATED BLOCKING / STOOP TO BE CENTERED ON DOOR � '-2" �i � -4" �i � -4" �i '-2" —TWO (2) 6' -0" HIGH FLUORESCENT ORAN 1 GE FIBERGLASS SNOW PLOW MARKERS. MOUNT TO (2) 2x6x8' N0.1 CONSTRUCTION GRADE ACQ TREATED MATERIAL REQUIRED STOOP SIDE W /BRACKET, OR PRE -DRILL & (1) 2x6x10' NO.1 CONSTRUCTION GRADE TREATED MATERIAL REQUIRED SCREWS, OR DIRECT - BURIAL, #SP3872 FROM (9) 5/4x6x6' SOLID COMPOSITE DECKING MATERIAL REQUIRED 0" SPACING ROCKARTSIGNS.COM 480.854.3400, OR EQUAL 3 " - #2 SQUARE DRIVE GALVANIZED DECK SCREWS TO BE USED WOOD STOOP PLAN &SCA�7= T FRAMING PLAN 9 SCALE: 1/4" = 1' -0" 1' -0" GRAPHIC SCALE o z' a' z 0 co 2' -0" ' 7-0 1 2 6' -9" / " 8' -0" 7' -5" — — — — — — — — ---I Cj EXTINGUISHER a BUILDING Br. CONTROL JOINT, TYP I I` I hereby certify that this plan, " CONC O I AD SEE 2/ o 2 O O GENERATOR MUFFLER prepared by me or under my direct supervision and that I am a duly io I N I in a> In WOOD ROBERT J. DAVIS, Reg. No. 12427 STOOPS 2. EQUIPPED BLDG WEIGHT IS APPROXIMATELY 107,500# I 3. T/O FNDN. ELEV. = SEE SITE PLAN BUSS BAR FLOOR PLAN LICENSED ARCHITECT 12427 .r% FIRE — — — — — — — — ---I Cj EXTINGUISHER a BUILDING Br. NOTES: I hereby certify that this plan, " specification or report was 2 O O GENERATOR MUFFLER prepared by me or under my direct supervision and that I am a duly 4' X 5' NORTH registered Architect under the laws of the State of Minnesota. WOOD ROBERT J. DAVIS, Reg. No. 12427 STOOPS 2. EQUIPPED BLDG WEIGHT IS APPROXIMATELY 107,500# I 3. T/O FNDN. ELEV. = SEE SITE PLAN BUSS BAR FLOOR PLAN FIBREBOND" IV SCHOOL BLVD MONTICELLO, MN 55362 3 SHEET CONTENTS: FOUNDATION PLAN & DETAILS FLOOR PLAN A SCALE: 1/8" = 1' -0" ATTN: STACEY COLVIN © HVAC FILTER HOOD DOOR Signed: WOOD STOOP FINISHED FLOOR SEE 8/A -4 PRECAST SHELTER 11 -24 -15 Date: FLOOR STRUCTURE 6" AIR SPACE DESIGN 4 CONCRETE PAD AROUND SHE f 1 #4 CONT REINFORCING 9973 VALLEY VIEW RD. REBAR, 12" O.C.E.W. EDEN PRAIRIE, MN 55344 M 41 COMPACTED GRANULAR FILL WW W.DESIDESI99 GNIEP.COM #4 REBAR AT 16" ON CENTER 1 "F- "AT CORNERS NOTE: 24 MAINTAIN 3" 4-iJ #4 REBAR STIRRUP COVER ON REBAR AT 16" ON CENTER VERIZON J 20" 8" CONCRETE WIRELESS FOOTI NG w/ (2) - #4 CONTINUOUS REBAR 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 FOUNDATION SECTION AT 32" N C ENTER (s12)7zo -oosz 2 SCALE: 3/8" = 1' -0" PROJECT 20151251797 LOC. CODE: 387832 21' -9 1/2" MINC -,2' TYP. ------- - --I�k HAYWARD TYP. OF 4 DTL NORTH CONCRETE PAD PLAN FOUNDATION PLAN 6 1 SCALE: 1/8" = V -0" NORTH DRAWN BY CONCRETE PAD PLAN GRAPHIC SCALE DATE: 11 FIELD - APPLIED ITEMS CONTRACTOR- FURNISHED ITEMS CHECKED -E SCALE: 1 /8" = 1' -0" o a' e• SHIPPED LOOSE WITHIN PREFAB REV. A C7 HOFFMAN ENCLOSURE TRDI CDBI — — — — — — — — ---I Cj I �� REV. B 12 -07 -15 BUILDING Br. NOTES: EXTERIOR LIGHT FIXTURE ® PVC CONDUIT & FITTINGS REV, C 02 -16 -16 O GENERATOR MUFFLER 1. TOP OF WALLS TO BE LEVEL ±1 /8 ". Fibrebond Corporation 1300 Davenport Drive 2. EQUIPPED BLDG WEIGHT IS APPROXIMATELY 107,500# I 3. T/O FNDN. ELEV. = SEE SITE PLAN BUSS BAR I O FIBREBOND" IV SCHOOL BLVD MONTICELLO, MN 55362 Q SHEET CONTENTS: FOUNDATION PLAN & DETAILS FLOOR PLAN A �— — — — — — — — — ATTN: STACEY COLVIN © HVAC FILTER HOOD L ELEVATIONS ANCHORING DETAILS TYP. OF 4 DTL NORTH CONCRETE PAD PLAN FOUNDATION PLAN 6 1 SCALE: 1/8" = V -0" NORTH DRAWN BY CONCRETE PAD PLAN GRAPHIC SCALE DATE: 11 FIELD - APPLIED ITEMS CONTRACTOR- FURNISHED ITEMS CHECKED -E SCALE: 1 /8" = 1' -0" o a' e• SHIPPED LOOSE WITHIN PREFAB REV. A C7 HOFFMAN ENCLOSURE TRDI CDBI Cj ANCHORING PLATES (18" x 18" x 6 ") REV. B 12 -07 -15 BUILDING Br. Q EXTERIOR LIGHT FIXTURE ® PVC CONDUIT & FITTINGS REV, C 02 -16 -16 O GENERATOR MUFFLER iQPREFABRICATED Fibrebond Corporation 1300 Davenport Drive ® BUSS BAR FIBREBOND" IV Minden, LA 71055 800 - 824 -2614 Q ROOF SHEILD A ATTN: STACEY COLVIN © HVAC FILTER HOOD 5 PROPOSED CABLE BRACKETS - MOUNTED TO TOWER STEM, SEE STRUCTURAL r EXISTING PERSONNEL DOOR EXISTING ON DOOR - EXISTING OVERFLOW PIPE - EXISTING LADDER RFIXISTINI CONDUIT IN USF i UTIUZE EXISTING PVC CONDUIT 0 • o 0 0 0 0 0 0 PROPOSED UG PVC CONDUIT NORTH / s TOWER BASE PLAN GRAPHIC SCALE 5 -4° to' -e" NOTE: TREES & SHRUBS - GROUND LINE TO BE THE SAME AS EXISTED AT THE NURSERY. GARDEN HOSE 3 GUYS OF 10 GAUGE TWISTED WIRE 120' APART AROUND TREE. � TURNBUCKLE 4" SOIL SAUCER 24 "x2 "x2" STAKE DRIVEN FLUSH W/ FINISHED GRADE. 2 1/2" DIA. - 10' LONG CEDAR STAKE WITH NOTCHED END (7' EXPOSED) - 2 PER TREE. FOLD BACK BURLAP FROM TOP OF BALL. 2" MULCH BACKFILL WITH TOP SOIL & PEAT MOSS 3:1 RATIO BY VOLUME IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED, LOOSEN SUBSOIL o xSTL�' ,U .;liiio - All- 12" MIN E III TEE I I TREE EQUALS TWICE BALL DIAMETER PLANTING DETAIL GRAPHIC SCALE 4 SCALE: 1/8'. = 1'-0" o a' e' PROPOSED CABLE BRIDGE POST THREADED END - ACCEPT ADAPTI REFER TO S.D.F. F( TYPE OF GI ANTENNA & REQUIRI ADAPTER TYI 1.5 "0 x S -6" GALV S PIPE MAST, RECLINI PROPOSED PIPE TO PIPE CLAMP SETS BY SITE TPROP�OSED I I CABLES UTILIZE EXISTING CONDUITS PHOTO - EXISTING CONDUITS 6 SCALE: LOOKING WEST PRO 1, PART #ACP08K ELEVATIONS s GPS MOUNTING DETAIL SCALE: 3/4" = 1' -0" ®I 1 1 • PLAN VIEW PHOTO - TOP OF TANK SCALE: LOOKING SOUTHWEST EDGES TYPICAL CONSTRUCTION: EDGES \ \ \\ J, D DRESSED 2' BITUMINOUS TOPPING OVER 4" ASPHALTIC CONCRETE DRESSED MIN. 12:1 �\��R..•••• ° • •...A °v MIN. 12:1 SLOPE OVER 6" CLASS 5 OR ROADSTONE BASE SLOPE ROAD DETAIL 12'_0" 3 LICENSED SCALE: 1/4" = 1' -0" ARCHITECT GRADE GRADE E.Q. E.Q. CABLE BRIDGE RESTS ON GALV, GPS ANTENNA 12427 slim- No I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Date: DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 L & IH ,_ I [111 - DATE: 14' -0" LIGHTWEIGHT CONC. FILLED 4 "0 SCHED. 80 PVC GLUED HAYWARD ANY VARIANCE FROM THIS ROADWAY DESIGN MUST WATERTIGHT CONDUIT W/ BE APPROVED BY THE OWNER AND ARCHITECT NOTE: ROAD AS DESIGNED WILL HOLD A 20,000 # VEHICLE ROAD DETAIL GRAPHIC SCALE 3 0 2 SCALE: 1/4" = 1' -0" ° 2' 4' SCHOOL BLVD E.Q. E.Q. CABLE BRIDGE RESTS ON GALV, GPS ANTENNA STEEL ANGLE PROVIDED W/ BLDG. BOLT TO BLDG. W/ 3/8" 0 X 2" SHEET CONTENTS: LONG EXPANSION BOLTS 3 i/2" O.D. 40 CONTRACTOR TO SUPPLY GALVANIZED STEEL PIPE TEFL AND INSTALL 10 GAUGE 4' -0" LENGTH OF GRIP -STRUT THHN POWER AND I _Z-BRACKET (TYP.) HARM WIRING THRU- BOLTED TO CABLE BRIDGE (2) 1 1/2" 6, NON- METAWC WATERPROOF FLEX (3) PROPOSED DIST. BOXES CONDUITS - CONTRACTOR TO SUPPLY PROPOSED JBOX AND INSTALL EXTERIOR FIBER RUN IN 1 1/2" NON- METALLIC GRADE FIBER JUMPER, WATERPROOF FLEX CONDUIT (LC /LC X12 -FIBER SM UPC W R (3) HYBRID CABLES OFNP IN/OUT TRUNK W /OSP �/— POST, SEE 7 /A -6 C- BREAKS PULL GRIP AVAIL v (3) 4" VALMONT BOOT. MODIFY AS THROUGH GREYBAR), VERIFY z NEEDED TO ACCEPT REQUIRED CABLES LENGTH. V4, BUSS GONG PAD u BAR BACKFILLED' SOIL slim- No I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Date: DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 L & IH ,_ I [111 - DATE: MINC LIGHTWEIGHT CONC. FILLED 4 "0 SCHED. 80 PVC GLUED HAYWARD AROUND CONDUIT WATERTIGHT CONDUIT W/ 12 -07 -15 TO PREVENT SETTLING. 22 112'. 24" RADIUS. TYP. OF 3 CABLE BRIDGE SECTION GRAPHIC SCALE 0 2 SCALE: 1/4" = V -0" 0 1 2' 4• SCHOOL BLVD E.Q. E.Q. MONTICELLO, MN 55362 SHEET CONTENTS: PROPOSED ADDITIONAL 2' -0" x CABLE BRIDGE PLAN CABLE BRIDGE SECTION 4' -0" LENGTH OF GRIP -STRUT ROAD DETAIL THRU- BOLTED TO CABLE BRIDGE GPS MOUNT DETAIL 6, TO PROTECT DISTRIBUTION BOXES PLANTING DETAIL TOWER BASE PLAN -� �- PROPOSED GPS MOUNTED TO PHOTOS �/— POST, SEE 7 /A -6 CABLE BRIDGE PLAN GRAPHIC SCALE SCALE: 1/4" = V -0" o z' a' DRAWN BY: TRD DATE: 09 -15 -15 CHECKED BY: CDB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 A -6 GENERAL CONDITIONS 00 0001 PERMITS Construction Permit shall be acquired by, or in the name of, Verizon Wireless, to be hereinafter referred to as the OWNER. Other permits shall be acquired by the Contractor. 00 0002 SURVEY FEES Survey shall be furnished by the Architect. Layout Staking shall be coordinated with the Surveyor per "Request For Quote ", (RFQ). 01 0010 INSURANCE & BONDS Contractor is to furnish Insurance certificates for themselves and subcontractors. Contractor will provide any required Bonding. Contractor agrees to warranty the project for (1) one year after completion. 01 0400 SUPERVISION & COORDINATION Contractor shall provide supervision throughout the Project, coordinating the work of the Subcontractors, and delivery & installation of Owner — fumished items. Contractor's responsibilities include arranging & conducting of Underground Utilities Locates. Contractor shall comply with municipal, county, state and /or federal codes, including OSHA & AWWA. 01 0600 TESTING Contractor is responsible for providing Agencies with sufficient notice to arrange for Test Samples (i.e.: Concrete Cylinders), and for Special Inspections. 01 2000 MEETINGS Contractor shall make themselves aware of, and attend, meetings with the Owner and /or Architect. Contractor is to attend a Pre — Construction Meeting of all parties involved, prior to the start of construction. 01 5100 TEMPORARY UTILITIES Contractor shall maintain the job site in a clean and orderly fashion, providing temporary sanitary facilities, waste disposal, and security (fence area or trailer module). 01 5300 EQUIPMENT RENTAL Contractor shall furnish equipment necessary to expedite work. 01 5900 FIELD OFFICES & SHEDS Contractor shall provide security (fence area or trailer module) for tools and materials that remain overnight on site. 01 7000 CLEAN UP & CLOSE OUT Contractor shall clean up the Site to the satisfaction of Owner. Contractor shall complete the items listed on the Owner's Punch List, and shall sign and return the List to the Owner. Contractor shall maintain a set of drawings during the job, on which changes shall be noted in red ink. A full set of redlined drawings (As— Builts) are to be given to the Architect at Job completion and submit "construction work complete memo" to Construction Engineer. 01 8000 TRUCKS & MILEAGE Contractor shall provide transportation for their own personnel 01 8300 TRAVEL TIME & PER DIEM Contractor shall provide room and board for their own personnel, and reasonable time for traveling to & from job site. 01 9200 TAXES Contractor shall pay sales and /or use tax on materials and taxable services. SITEWORK 02 1000 SITE PREPARATION Contractor is to mobilize within 7 calendar days of the Owner issuing a 'START' document. Contractor will immediately report to Architect if any environmental considerations arise. Site shall be scraped to a depth of 3" minimum to remove vegetative matter, and scrapings shall be stockpiled on site. Excess material to be disposed of in accordance with RFQ. 02 1100 ROAD IMPROVEMENT & CONSTRUCTION Contractor shall furnish materials for, and install, a twelve foot (12') wide bituminous roadway from the road access to the work area, for truck and crane access to site. Base course shall be 6" deep MN class 5 or roadstone base, 4" asphaltic concrete, topped with 2" bituminous topping. Road shall be graded smooth, and edges dressed, at job completion. 02 2000 EARTHWORK & EXCAVATION Excavation material shall be used for surface grading as necessary; excess to be stockpiled on site. Excess material to be disposed of in accordance with RFQ. For dewatering excavated areas, contractor shall utilize sock or sediment filter for filtering of water discharge. 02 5000 PAVING & SURFACING New paving shall be according to plans, or match existing adjacent paving. Asphalt paving shall be 2" bituminous topping over 4" asphaltic concrete, underlaid with 6" Class 5 or roadstone base. 02 7800 POWER TO SITE Contractor shall coordinate the electrical service to the building with the Utility Provider. Conduits shall include pull strings. Underground conduits shall be 2 -1/2" Schedule 40 PVC. (schedule 80 PVC under roads and drives) Cable to be 3/0 THWN CU. Trenches shall be backfilled in a timely fashion, using a compactor, and including two (2) detectable ribbons; one each at 3" and 15" above conduit. Service shall be 200 amp, single phase, 120/240 volt. Service type shall be "General Time —Of —Day" if available, and meter base shall be approved by utility provider. 02 7900 TELCO TO SITE Contractor shall provide 2" schedule 40 PVC conduit, (schedule 80 PVC under roads and drives) with 'large sweep' elbows & pull string for TELCO service as noted on plans. Cable to be fiber optic lines, source and provider T.B.D. Trenches shall be as in 02 7800. 02 8000 SITE IMPROVEMENTS N/A 02 8001 FENCING All fence materials and fittings shall be galvanized steel. Fence shall be 6' -0" high x 9 ga. X 2" chain link fabric, w/ 7 ga. bottom tension wire. Comer and Gate posts shall be 2 7/8" O.D. sch 40 steel pipe, driven 60" below grade. Line posts shall be 2 3/8" O.D. sch 40 steel pipe. Top Rails shall be 1 5/8" O.D. steel pipe. Gate frames shall be 1 5/8" O.D. welded pipe. Bracing shall be 3/8" truss rods and 1 5/8" O.D. pipe mid —rails at comers. Gate latch shall be commercial grade, "Cargo" or equal. Fabric shall extend to within 1" of finish grade. Fence enclosures shall be completed within 7 days of tower erecting. Existing fences shall be protected against damage during this work, and any damage that may occur shall be repaired or replaced to equal existing preconstruction condition. 02 8500 IRRIGATION SYSTEMS Contractor shall add to /re —route existing irrigation system as necessary for new construction. Contractor shall provide temporary irrigation of new trees, shrubs, and sod, to be maintained so it survives 1 year after planting. 02 9000 LANDSCAPING Contractor to restore turf areas damaged by construction by preparing soil, seeding & watering to maintain grass survival for 1 year. Contractor shall protect existing landscape elements that are not in the Scope of Work. Reasonable precautions shall be taken to assure the health of existing trees and shrubbery. If conflicts arise regarding the location of root systems, branch lines, etc., the Architect must be contacted prior to performing Work that may cause damage. Damage resulting from disregard of this Article shall be compensated by the Responsible Party and at a cost to be determined by the Property Owner, Architect, and Owner. Contractor shall furnish and install new trees, shrubs, and sod, watering per 02 8500. CONCRETE 03 1000 CONCRETE FORMWORK Concrete forms shall be dimension lumber, modular, or steel. 03 6000 GROUT N/A 03 8000 TOWER FOUNDATION N/A 03 8001 CATHODIC PROTECTION N/A 03 9000 SHELTER FOUNDATION Contractor shall furnish & install materials for Shelter foundation. Concrete shall be 6% f1% air entrained, and 4,000 psi at 28 days. All reinforcing steel is to be Grade 60 (ASTM 615). Anchor bolts are furnished by Contractor. Contractor shall comply with the Owner's Standard CONSTRUCTION SPECIFICATIONS MINIMUM CONCRETE STANDARDS. 03 9050 TRANSPORT AND SET SHELTER Contractor shall provide crane(s) and /or truck for setting shelter per RFQ. Contractor shall install items shipped loose within shelter, including but not limited to: exterior light and sensor and buss bars. MASONRY 04 0000 MASONRY N/A METALS 05 0000 METALS Contractor will furnish and install structural and fabricated steel items not specifically furnished by Owner, and install Owner— furnished items. Structural steel shall be fabricated and erected per AISC specifications. Welding shall conform to AWS standards. Feld welding shall be as shown on Shop Drawings, performed by AWS Certified Welders, and inspected as prescribed by the Structural Engineer. Steel shall be ASTM A992 OR A36, and 3/4" field bolts shall be A325. Temporary erecting bolts, clip hangers, and bracing shall be furnished by Contractor. Fabrications shall be shop welded if possible, and galvanized before delivery to site. Structural steel, and miscellaneous iron and steel, shall be hot dipped galvanized per ASTM A123 thickness grade 55. Fabricated iron and steel hardware shall be hot dipped galvanized per ASTM A153. Repair of damaged or uncoated galvanized surfaces shall be per ASTM A780. Contractor shall ensure the existence of a 3/8" cable safety climb system (DBI /SALA or equal) on tower. 05 5000 ANTENNA MOUNTS Contractor to furnish and install antenna mounts. Contractor shall ensure the existence of a 3/8" cable safety climb (DBI /Sala or equal) on the Tower. Contractor shall provide for temporary security fence at base of Tower. NOTE: FOR ALL WATER TANK APPLICATIONS CAPACITOR DISCHARGE STUD MANUFACTURER TO BE "NORTHLAND FASTENING SYSTEMS ", PH # 1- 800 - 432 -7883. COORDINATE WITH STRUCTURAL SPECIFICATIONS. WOOD & PLASTICS 06 1000 ROUGH CARPENTRY Contractor shall provide materials, labor for wood stoops per architectural documents, see detail booklet. 06 2000 FINISH CARPENTRY N/A THERMAL & MOISTURE 07 2000 INSULATION N/A 07 2500 FIREPROOFING N/A 07 3000 SHINGLES AND ROOFING TILES N/A 07 5000 MEMBRANE ROOFING N/A 07 6000 FLASHING AND SHEET METAL N/A DOORS AND HARDWARE 08 0000 DOORS AND HARDWARE PREFAB: Door is furnished and installed by Prefab Manufacturer with 'Construction' key core. FINISHES 09 2600 DRYWALL N/A 09 5700 FLOOR COVERING N/A 09 9000 PAINTING Touchup paint construction related scrapes & scratches. Paint bollards EXTERIOR: Contractor shall paint antennas to match per SEH Specifications (ATTACHED). On existing water tanks, the antennas and mounts an all other exposed items shall be primed and painted to match existing finish of tower. Welds and scorch marks shall be properly ground and /or cleaned before painting. Coax Cables, Hybrid Cables and Flexible Non — Metallics (as referenced within the drawings) to be solvent wiped and prepared to manufacturer's recommendations. Primer. Two (2) coats XIM Advanced Technology LIMA bonding primer /sealer. Finish: Two (2) coats Sherwin Williams Sher —Cryl HPA acrylic coating. Finish coat shall be a solid color to match existing water tower color. TNEMEC 57BR "Cloud" EXECUTION: Surface Preparation Shop Prepared Materials 1. Ferrous Metal: SSPC SP -6 Commercial Blast Cleaning Surface Profile: 1.5 -2.5 mils 2. Non — ferrous Metal: SSPC SP -7 Brush off Blast Cleaning or SSPC SP1 Solvent Cleaning and scarify by sanding Painted Surfaces: Abrade by sanding to scarify and de —gloss the existing finish Paint Application 1. Shop — Tape —off (two —inch minimum) surfaces that will be in the Heat - Affected —Zone during field welding. 2. Primer: Generic Type: Epoxy polyamide, Number of coats: 1 Dry film thickness: 2.0 -3.0 mils 3. Finish (Interior): Generic Type: Epoxy polyamide, Number of coats: 1 Dry film thickness: 2.0 -3.0 mils 4. Finish (Exterior): Generic Type: Acrylic polyurethane, Number of coats: 1 Dry film thickness: 2.0 -3.0 mils SPECIAL CONSTRUCTION 13 1260 CABLE BRIDGE & ROOF SHIELD Cable bridge to be 24 inch wide, 12 gauge, 'grip strut' supported no more than 6' -0" on center by 3 1/2" steel pipe and 3" x 5" x 1/4" x 30" long angle. Cable bridge overhang extensions not to exceed 1' -6 ". Steel to be hot dipped galvanized. Roof shield is supplied by shelter manufacturer. 13 1400 ANTENNA INSTALL Contractor shall install Owners antennas and feed lines during erecting. Contractor shall test and certify transmission lines per current VZW standards. MECHANICAL 15 4000 PLUMBING N/A 15 5000 HVAC PREFAB: Shelter is factory— equipped with two through —wall package units of 5 —ton and 10 KW capacity. ELECTRIC 16 5000 LIGHTING AND ELECTRICAL Contractor shall perform work as described on the Electrical Plans. Contractor shall provide labor and materials as necessary to complete the work shown on plans. 16 6000 GROUNDING Contractor shall make themselves familiar with and follow the current GROUNDING STANDARDS of VERIZON WIRELESS. Contractor shall perform work as shown on Grounding Plans. Any site — specific grounding issues not covered by the GROUNDING STANDARD are to be addressed by the Contractor to the Owner. OWNER — FURNISHED EQUIPMENT & FEES PREFABRICATED EQUIPMENT SHELTER & ROOF SHEILD ANTENNAS AND DOWNTILT BRACKETS BUILDING PERMIT FEE MATERIALS TESTING FEES SPECIAL INSPECTIONS FEES CONTRACTOR— FURNISHED EQUIPMENT WAVE GUIDE SUPPORTS, INCLUDING LINE HANGER 'SNAP —IN' CHANNELS, 'UNISTRUT' MATERIALS AND CONNECTORS. COAXIAL CABLES, CONNECTORS, BOOTS, RELATED HARDWARE POWER TO SITE, TELCO TO SITE. CABLE BRIDGE SCOPE OF WORK: CONTRACTOR SHALL PROVIDE MATERIALS, LABOR, TOOLS, TRANSPORTATION, SUPERVISION, ETC. TO FULLY EXECUTE WORK. WORK REQUIREMENTS ARE DETAILED ON THE DRAWINGS AND SPECIFICATIONS AND SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS: SITE PREPARATION SITE WORK AND ROAD CONSTRUCTION SHELTER FOUNDATION CONCRETE PAD COMPOUND AND FENCING SITE GROUNDING ELECTRICAL AND TELEPHONE SERVICES SET SHELTER INSTALL ANTENNAS & CABLES CABLE BRIDGE & ROOF SHIELD Contractor to compare drawings against Owner's "Request for Quote ", (RFQ). If discrepancies arise, Contractor shall verify with Owner that the RFQ supersedes the drawings. ° Jr °DALr'': LICENSED ARCHITECT 12427 e, ` ` ° °• � � I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Date' DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGNI EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: OUTLINE SPECIFICATIONS DRAWN BY: TRD DATE: 09 -15 -15 CHECKED BY: CDB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 A -7 09 9000 PAINTING Touchup paint construction related scrapes & scratches. All exhaust ports on the Ve6zon equipment shelter must be field surface prepared and painted black with appropriate high tempurature coating. a. Painting of all new items and repair of all damaged areas of the tower will be required. Surface preparation and painting requirements are as follows: Under the direction of the Engineer, spot repair the tank and tower surfaces where the coating has been damaged by structural repairs and modifications using SSPC —SP -10 Near White Metal Blast Clean. This work includes all new items and at other areas damaged by structural repairs or modifications. Feather edges of existing coating, at spot blasted areas, using SSPC —SP -3 Power Tool Cleaning methods. b. Before any primer or coating is applied, metal surfaces shall be completely dry, dust free, inspected, and approved by the Engineer. c. No coating shall be permitted when the relative humidity is expected to exceed 85% or temperature is expected to drop below 40 degrees within 8 hours after the application of the coating. Proceed with surface preparation and coating application only when air and surface temperatures are above the manufacturer's recommended minimum surface temperature and below 100 degrees F, and surface temperature is at least 5 degrees above wet bulb air temperature reading. Coating shall not be applied to dusty, wet, or damp surfaces and shall not be applied in rain, snow, fog, or mist. If working conditions are questionable, the Engineer shall make the decision and the Contractor shall accept the Engineer's interpretation as final and binding. d. Prime coat must be applied within 8 hours of abrasive blasting. e. Apply by brush one (1) additional coat of primer to insure a uniform coat of primer thoroughly worked into and around all seams, welds, bolt assemblies, plate overlap seams, and other irregularities in the surface. f. Antennas, exterior coax cables, and exterior jumper cables to be painted to match existing tank color. All items attached directly to the tank, such as mounting brackets and supports, should be painted to match existing tank coating system and color. Cables may require scarification prior to coating. g. Exposed coaxial cables: Solvent wipe all exposed cables prior to priming with the recommended solvent. Prime the cables and jumper cables with 2 coats of X —I —M Coax Cable Binder & Sealer (Product No. 1138). Manufacturer's phone number is (800) 262 -8469. After priming, apply one finish coat to the cables as directed by the engineer. h. If galvanized materials used, the galvanized surfaces must be solvent wiped and brush — blasted prior to coating. j. Specifications apply to both shop and field coating. k. Exterior surface spot repair and re— coating: k.a. Spot prime and finish coat repaired areas as specified by manufacturer. The coating system shall match the existing coating system on the tower. The exterior primer shall be TNEMEC Series 90 -1K97 Aromatic Polyurethane, Zinc Rich Primer 2.0 — 3.5 mils DFT. The DFT of the primer at any individual spot measurement location shall be 3.0 mils minimum. Intermediate coat shall be TNEMEC Series N140, at 4.0 — 6.0 mils DFT. The DF of the primer plus intermediate coat at any individual spot measurement location shall be 5.0 mils minimum. Exterior finish coat shall be TNEMEC Series 1075 at 2.0 — 4.0 mils DFT. The total dry film thickness including the primer and the finish coat shall be 8.0 mils minimum — 13.5 mils with an average of 11.0 mils DFT. The minimum dry film thickness of the coating at any individual spot location shall be 8.0 mils. Color shall match the existing coating color (TNEMEC 57BR "Cloud ") on the tower. k.b. Exterior coating shall be by brush and roller only. I. Interior wet surface spot repair and re— coating: Spot blast the interior area of the tank at locations damaged during installation of antenna support brackets and penetrations through tower, to an SSPC —SP -10 Near White Metal Blast. Feather edges of existing coating, at spot blasted areas, using SSPC —SP -3 Power Tool Cleaning methods. The coating system shall match the existing coating system on the tank. It is believed that the existing coating system is a TNEMEC Series 90 -1K97 Aromatic Polyurethane, Zinc Rich Primer 2.0 — 3.5 mils DFT. The DFT of the primer at any individual spot measurement location shall be 3.0 mils minimum. Intermediate coat shall be TNEMEC Series N140, at 4.0 — 6.0 mils DFT. The DFT of the primer plus intermediate coat at any individual spot measurement location shall be 6.0 mils minimum. The finish coat shall be TNEMEC Series N140 at 4.0 -6.0 mils. The total dry film thickness including the primer, intermediate and finish coat shall be 9.0 mils minimum — 12.0 mils with an average of 10.0 mils. The minimum dry film thickness of the coating at any individual spot location shall be 8.0 mils. The color shall match the existing interior dry color of 15 BL Tank White. Shop Painting shall follow the above mentioned procedures. IT. Antennal panel painting instructions: Hand scarify with 120 grit sand paper Solvent wipe the antennas with Denatured alcohol Prime with Sherwin Williams Pro —Cryl primer at 2.0 -4.— mils DFT Finish coat with Sherwin Williams Sher —Cryl high performance Acrylic at 2.0 -4.0 mils DFT Color to match the existing color on the tower (TNEMEC 57BR "Cloud ") J. LICENSED ARCHITECT 12427 Z ......... ..... ...: e - I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Date' DESIGN L 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGNI EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: PAINTING SPECIFICATIONS DRAWN BY: TRD REV. A 1 REV. C 02 -16 -161 F fe MA GENERAL GROUNDING NOTES: An external buried ground ring (Lead 1) shall be established around the equipment shelter and tower foundations. Lead 1 shall be kept 24" from foundations; if foundations are less than 48" apart, keep Lead 1 centered between them. If the tower base is over 20' -0" from the equipment shelter, a separate Lead 1 shall be established around each foundation, and the two Lead 1 s shall be bonded with two parallel leads at least 6 feet apart horizontally. Connections between the two Lead is shall be bi— directional. All subgrade connections shall be by exothermic weld, brazed weld, or gas —tight UL467— listed compression fittings pre — filled with anti — oxidant compound. Subgrade connections shall not be 'cold galvanize' coated. Lead 1 shall be #2 solid bare tin —clad (SBTC) copper wire buried at local frost depth. Lead 1 bends shall be minimum 24" radius. 'Whip' lead bends may be of 12" radius. Ground rods shall be galvanized steel, 5/8 "0, spaced ten feet apart, or as shown. Rods shall be kept min. 24 inches from foundations. Ground rods are required to be installed at their full specified length. Depth shall be as shown in Detail 1/G1. SPECIAL CONSIDERATIONS FOR GROUND RODS: When ground rods are not specified to be backfilled w/ Bentonite Slurry: If boulders, bedrock, or other obstructions prevent driving of ground rods, the Contractor will need to have drilling equipment bore a hole for ground rod placement. Hole to be backfilled w/ Bentonite Slurry. When specified with slurried Bentonite encasement, drilling equipment will be need to be used to be bore a hole for ground rod placement. Slurry shall be made from pelletized material ( "Grounding Gravel "); powdered Bentonite is not allowed. If boulders, bedrock, or other obstructions are found, Contractor shall drill to the specified depth and provide Bentonite encasements. Above —grade connections shall be by lugs w/ two —hole tongues unless noted otherwise, joined to solid leads by welding (T &B 54856BE 'BROWN'), self— threading (RECOGNIZED, EM 2522DH.75.312), or 10,000psi crimping (BURNDY YA3C 2TC 14E2). Surfaces that are galvanized or coated shall have coating(s) removed prior to bolting. Bolts shall be stainless steel with flat washers on each side of the connection and a lock washer beneath the fastening nut. Star —tooth washers shall be used between lug & dissimilar metal (capper —to— steel, etc) but are not required between tin —clad CU lugs & tin —clad CU bus bars. Lug tongues shall be coated with anti — oxidant compound, and excess compound wiped clean after bolting. The connection shall then be coated with cold — galvanizing compound, or with color— matching paint. Ground bars exposed to weather shall be tin —clad copper, and shall be clean of any oxidation prior to lug bolting. Galvanized items shall have zinc removed within 1" of weld area, and below lug surface contact area. After welding or bolting, the joint shall be coated with cold galvanizing compound. Ground Bar leads Ground bars are isolated electrically from tower bottoms and equipment shelters by their standoff mounts. Leads from each ground bar to the ground ring shall be a pair of #2 SBTC, each connected to Lead 1 bi— directionally with #2 SBTC 'jumpers'. Pairs of #2 SBTC may be required between ground bars. Leads shall be routed to ground bars as follows: * The Main Ground Bar (MGB), typically mounted inside on the equipment shelter 'back' wall. * The Entry Cable Port Ground Bars (ECPGB), mounted inside and outside on the equipment shelter walls beneath the transmission line port. Note: Transmission line grounds also attach to the ECPGBs. * The Transmission Line Ground Bar (TGB) mounted at the base of the tower to which the transmission line grounds are attached. Transmission line grounds also attach to the TGBs. NOTE: Contractor shall confirm that TGBs exist at 75 —foot vertical intervals on any guyed or self — support tower, and that transmission lines are grounded to each TGB. Only the bottom —most TGB is isolated from the tower steel frame; upper TGBs may use the tower steel frame as common ground, requiring no copper leads between TGBs. 2 SBTC Whip leads eads "Whip" leads shall connect the buried external ground King to the following items: Monopole Towers: * Three whips to flanges on the monopole base, at least 90' apart. If none are provided, attach to the baseplate or consult tower manufacturer. Self— Support Towers: * Two whips to flange(s) on each tower leg base. If none are provided, attach to the baseplate or consult tower manufacturer. Guyed Towers: * Two whips to flange(s) on the tower base. If none are provided, attach to the baseplate or consult tower manufacturer. * Establish a Lead 1 within the fence enclosure of each guy anchor, at least 40 foot perimeter and having 4 ground rods. * #2 SBTC leads shall extend up, and be clamped (bronze clamshell or equal), to any two guy wires. NEVER weld leads to the guy wires. The lead to the guy anchor 'hand' plate may be welded. Fences: Metallic fence within 25 feet of tower Lead 1, or within 6 feet of shelter lead 1, shall have whip leads as follows: * Each corner post. * Each pair of gate posts. * Any line post over 20' -0" from a grounded post. * Each gate leaf to its respective gatepost using braided strap (3/4 ", tin —clad copper w/ lug ends). * Fences around guy anchors shall be grounded in similar fashion. Fuel tanks: NEVER WELD to any fuel enclosure. NEVER penetrate the fuel containment. Metal tanks shall have one whip lead attached. Use an approved clamp or two —hole lug on an available flange. EE uioment Shelter and Other General Requirements: * Extend new Lead 216 up to shelter halo, remaking two —way connections as needed. Generator — equipped shelters have 6 such connections. Connections within the shelter shall be by compression; NEVER weld inside the shelter. * Each vertical support pipe of the exterior cable bridge. Bridge end shall be kept at least 6" from the tower structure. The cable bridge shall be jumpered to the vertical support pipes with #2 SBTC at each vertical support pipe. * Opposite corners of the roof shield over the equipment shelter. * Each HVAC unit shield, if separate (may be ' jumpered' to main roof shield). * Each HVAC package unit. * Commercial electric meter box. * Generator receptacle, if present. * Steel building skid, if shelter is metal frame. * Each air intake or exhaust fan vent louver. * Each generator vent hood or louver. * Generator exhaust stack, external. * Opposite corners of generator support frame, if separate from shelter. * Generator fuel tank, if separate from generator unit. * Host building rain gutter, downspouts, and roof flashings within 25 feet. * Telco MPOP (Main Point of Presence), if external to equipment shelter. * Within cable vaults, one each to the ladder and to the manhole rim. Note: The door frame is connected to the interior ground halo, and need no separate connection to the external ground ring. Inspection & Testing Test lead #1 and ground rods after installation but before backfilling or connecting to any other grounding, using the 3 —point fall of potential method. Contractor to notify Verizon Wireless senior construction engineer at least 48 hours prior to testing. Document installation and test results with photographs. SYMBOL AND NOTE LEGEND #2 SBTC AROUND SHELTER, TOWER, OR GUY ANCHOR 5/8" X 10' -0" GALVANIZED STEEL GROUND ROD O TEST WELL PREFERRED LOCATION #2 SBTC 'WHIP' LEAD (2) #2 SBTC FROM MGB, PGB, OR TGB TO LEAD 1 © AC HVAC UNIT 21B BC BUILDING CORNER © BO BOLLARD © CBS CABLE BRIDGE SUPPORT POST ® EL ELECTRICAL SERVICE GROUND © EM COMMERCIAL ELECTRICAL METER © FAN GUY ANCHOR PLATE © FP FENCE POST 90 GEN GENERATOR NSTD33 -9 GP GATE POST, 3/4" BRAID STRAP TO LEAF © GPS GPS UNIT © GUY GUY WIRE, MECH. CLAMP ONLY — NO WELDS © HL HOOD OR LOUVER © HB OUTSIDE OF HOFFMAN BOX 5Q MGB MAIN GROUND BAR © MU GENERATOR MUFFLER 53) PGB PORT GROUND BAR © RBR FOUNDATION REINFORCING © RS ROOF SHIELD © SB STEEL BEAM © SP STEEL POST © STP STEEL PLATFORM © TEL HOFFMAN BOX Q5 TGB TOWER GROUND BAR © TWR TOWER BASE © VP DIESEL FUEL VENT PIPE Note: Contractor to provide #2 solid bare tin —clad (SBTC) copper wire lead from #1 ground ring to air conditioner & ice shield if provided by VZW. LEAD IDENTIFICATION & DESCRIPTION: 1 RING, EXTERNAL BURIED w/ RODS #2 SBTC 1A RING, CONCRETE ENCASED #2 SBTC 2 DEEP ANODE (TO IMPROVE OHMS) ROD OR PIPE 3 RING TO BLDG STL FRAME #2 SBTC 4 MAIN AC PANEL NEUTRAL BUS TO (2) GROUND RODS, ISOLATED FROM LEAD #1 NEC 250.66 5 RING TO GROUND BAR T2TF2 SBTC 6 RING TO EXT MTL OBJECT #2 SBTC 7 DEEP ANODE TO MGB NSTD33 -9 8 AC PANEL TO WATER METER NEC 250.66 9 EXT WATER TO INT WATER PIPES NSTD33 -9 10 INT WATER PIPE TO MGB NSTD33 -9 11 -12 NOT USED 38 FGB TO PDU GB #750MCM I —STR 13 AC PANEL TO MGB NSTD33 -9 14 MGB /FGB TO BLDG STL FRAME #2/0 I —STR 14C MGB /FGB TO ROOF /WALL MTL PNL #1/0 I —STR 15 MGB /FGB TO FGB —HE SAME FLOOR #2/0 I —STR 16 NOT USED 16A ECPGB TO CABLE ENTRY RACK #1/0 I —STR 17 MGB TO CABLE SHIELDING #6 I —STR 17A ECPGB TO CABLE SHIELDING #6 I —STR 17B MGB /FGB TO F -0 SPLICE SHELF #1 I —STR 18 LOWEST MGB /FGB TO HIGHEST FGB #2/0 I —STR 19 LEAD 18 TO OTHER FGBs, <6' #2/0 I —STR 20 MGB /FGB TO BRANCH AC PNL #6 I —STR 20A NEAREST GRND TO DISCONNECT PNL NEC 250.66 20B GWB TO AC DISTR PNL #6 I —STR 21 MGB /FGB TO INT HALO #2 I —STR 21A INTERIOR 'GREEN' HALO #2 I —STR 21B INT HALO TO EXT RING #2 SBTC 21C INT HALO TO EQUIPMENT MTL #6 I —STR 22 ROOF TOWER RING TO ROOF GRND NFPA 780 23 MGB /FGB TO ECPGB, SAME FLOOR #1 I —STR 23A MGB /FGB TO CXR —HF LINR PROT #6 I —STR 24 ECPGB TO EACH PROTECTOR ASSEMBLY #6 I —STR 24A LOWER PROT ASSY TO UPPER #6 I —STR 25 RING TO NEAREST LIGHTNING ROD #2 SBTC 26 LGHTNG ROD SYS TO NEARBY MTL NFPA 780 27 RING TO TOWER RING (2) #2 SBTC 28 RING TO SHELTER RING (2) #2 SBTC 29 BRANCH AC PNL TO BTTY CHG FIRM NSTD33 -11 30 BRANCH AC PNL TO OUTLETS NSTD33 -11 31 MGB /FGB TO PWR, BTTY FRAMES #2/0 I —STR 32 #31 TO BATTERY CHARGER FRAME #6 I —STR 33 #31 TO BATTERY RACK FRAME #6 I —STR 34 #31 TO PCU FRAME #6 I —STR 35 #31 TO DSU FRAME #6 I —STR 36 #31 TO PDU FRAME #6 I —STR 37 MGB /FGB TO BUY RETURN NSTD33 -14.5 37A MGB /FGB TO RTN TERM CARR SUPP #6 I —STR 38 FGB TO PDU GB #750MCM I —STR 38A FGB TO PDU GB CARRIER SUPPLY #2/0 I —STR 39 DC BUS DUCT TO NEXT SECTION #6 I —STR 40 DC BUS DUCT TO MGB /FGB #6 I —STR 41A MGB /FGB TO #58 #2/0 I —STR 42 -44 NOT USED 45 MAIN AC PNL TO BRANCH AC PNL NSTD33 -11 46 BRANCH AC PNL TO DIED OUTLET NSTD33 -11 47 FGB TO INTEG FIRM #2 I —STR 48 LEAD #31 TO INTEG FIRM #6 I —STR 49 INTEG FIRM TO EQUIP SHELF BY FASTENERS 50 PDU BTTY REr TO #51 #2/0 I —STR 51 #50 TO TRANS FRM ISO DC PWR #6 I —STR 52 TRANS FIRM FUSE TO FIRM OR BAR #8 I —STR 53A MGB /FGB TO PDF /BDFB NSTD33 -22 54 MGB /FGB TO STATIC DEVICES #6 I —STR 55 MGB /FGB TO CABLE AT ENTRY #6 I —STR 56 MGB /FGB TO AC PWR RADIO XMTTR #6 I —STR 57A MGB /FGB TO CBL GRID /RUNWAY #2/0 I —STR 58A #41A TO AISLE FRAME #2 I —STR 59A #58A TO EACH SGL FRAME GRND #6 I —STR 60 -89 NOT USED 10,000 PSI COMPRESSION FITTING 90 GENERATOR FRAME TO EXT RING #2 SBTC LICENSED ARCHITECT 12427 e,� ` Z.................:- I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 07, Date' DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGNI EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 NOTE: REMOVE GALVANIZING FROM O DATE: O CHECKED BY: COB PROJECT FENCE POSTS IN AREAS LUGS WILL REV. B 12 -07 -15 REV. C BURNDY 20151251797 BE INSTALLED. LIGHTLY COAT THE O O YA6C 2TC 14 LOC. CODE: 387832 UNDERSIDE OF THE LUGS W/ CRIMP LUG O ANTI —OX COMPOUND BEFORE ATTACHING TO POSTS. BELDEN MIN C ru O UBgIAR HAYWARD BRAIDED TOP VIEW SIDE VIEW STRAP TWO —HOLE 10,000 PSI GATE BONDED TO FENCE POST HYTAP CONNECTOR COMPRESSION FITTING (2 TWO —HOLE 10,000 PSI COMPRESSION FITTING 10,000 PSI COMPRESSION FITTING UL 9498 LISTED w/ 314" BRAIDED TINNED COPPER JUMPER STRAP FITTING MUST BE UL467 LISTED SCHOOL BLVD ACCEPTABLE FOR DIRECT BURIAL MONTICELLO, MN 55362 COMPRESSION CONNECTOR DETAILS SHEET CONTENTS: 2 SCALE: NONE GROUNDING NOTES i 1 N KI &A1.� ul IIP'" TYPE VS TYPE VS ROUND SURFACE FLAT SURFACE WELD: THOMAS & BETTS, 54856BE BROWN33" CRIMP: BURNDY, YA3C 2TC 14E2, 10,000 PSI SCREW RECOGNIZED, EM 2522DH.75.312 TYPE HS TYPE GT TYPE PT TYPE GL LUG EXOTHERMIC WELD DETAILS 1 SCALE:NONE DRAWN BY: TRD DATE: 09 -15 -15 CHECKED BY: COB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 G -1 10' -0° O.C. OR AS SHOWN NORTH GROUNDING PLAN 1 SCALE: NONE �-D EM ©yI SP I I I I I® I I 0 o w o ¢ V) N I1 r - - - -1 1 I L - - - -J x- GROUNDING DETAIL INDEX J..Dq /L',, O��•° �� °•°.rte LICENSED ARCHITECT I - 12427 /9 <, p•`� % .......... 777 DETAIL DETAIL DESCRIPTION 11.1 TEST WELL DETAIL GROUND RING & ROD DETAIL 11.2 SHELTER HALO DETAIL 11.3 REBAR GROUNDING DETAIL 11.4 if 11.5 TYPICAL GROUNDING CABLE BRIDGE DETAIL 11.6 TYPICAL TOWER GROUNDING DETAIL FPQ6 FP TEST WELL PREFERRED // y j �y - - -� LOCATION i _ i ©© EL � � SRS �!\ �, � 1© GP 1 x I I I x AC 6� I I x - I AC© x I j RS 1 1 I FP© 4 ' o III �� /I GP FP© ©I I I TELI 1 I / RBR 10' -0° O.C. OR AS SHOWN NORTH GROUNDING PLAN 1 SCALE: NONE �-D EM ©yI SP I I I I I® I I 0 o w o ¢ V) N I1 r - - - -1 1 I L - - - -J x- GROUNDING DETAIL INDEX J..Dq /L',, O��•° �� °•°.rte LICENSED ARCHITECT I - 12427 /9 <, p•`� % .......... 777 DETAIL DETAIL DESCRIPTION 11.1 TEST WELL DETAIL GROUND RING & ROD DETAIL 11.2 SHELTER HALO DETAIL 11.3 REBAR GROUNDING DETAIL 11.4 CONDUIT DETAIL & CONCRETE STOOP PENETRATION DETAIL 11.5 TYPICAL GROUNDING CABLE BRIDGE DETAIL 11.6 TYPICAL TOWER GROUNDING DETAIL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 ice.• .�. Date: DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 PROJECT 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: GROUNDING PLAN NOTE: DRAWN BY: DATE: 1. CONTRACTOR SHALL ENSURE THAT EACH CHECKEDE WHIP IS ROUTED TO LEAD 1 BY THE REV. A SHORTEST PATH, AND BENDS SHALL NOT REV.B BE LESS THAN 12" RADIUS REV. C G -2 TRDI 10 -07 -15 12 -07 -15 02 -16 -16 �ryF L YNUVUStU WANU HULG/VULL tlUR, LOCATED WITHIN PUBLIC RIGHT OF WAY INSTALLED BY DARK FIBER PROVIDER PROPOSED FIBER DISTRIBUTION PEDESTAL MAY BE REQUIRED BY UTILITY PROVIDER / _ PROPOSED HAND HOLE /PULL BOX, LOCATED WITHIN PUBLIC RIGHT OF WAY INSTALLED BY LIT FIBER PROVIDER PROPOSED 17" X 30" X 24" HAND HOLE /PULL BOX, 12" MAX. FROM RIGHT OF WAY. BY G.C. °yF 0� �c �XISTINC OF WAY LINE Oye ye v � c °yf N S ` LESSEE 20' WIDE �He ACCESS & UTILTIES A , RIGHTS OF WAY \ �\ \ EXISTING SIGN ��� �yF� 3 Oy0 L \yc 0/,Z- �Oy OyF >F \ °yf EXISTINTYPTILITIES, °ye LESSEE 10' WIDE °yF UTILTIES RIGHT OF WAY X EXISTING 6' WIDE DRAINAGE \ % \ \ & UTILTIES EASEMENT % \ � o \ yF \E NORTH FIBER PULL BOX LOCATION PLAN GRAPHIC SCALE 3 SCALE: 1/16" = 1' -0" o 1 81 18' PROPOSED UGC 0 ELECTRICAL RUN FROM METER & DISCONNECT TO SHELTER, GC, 2 APPROX 20 LFJ + I I 0 I 0 PROPOSED JUNCTION BOX WITH INTERNAL GROUND BAR I (PER GROUNDING DETAIL) I PROPOSED UG FIBER I OPTIC RUN FROM HAND HOLE TO SHELTER c� LESSEE 10' WIDE �I UTILITIES RIGHT OF WAY /-4—x L3 PROPOSED METER & OG f` I DISCO DENNECT, SEE I TAIL INDEX L I LESSEE 33 X 20' LAND SPACE PROPOSED 17" X 30" X 24" HAND HOLE /PULL BOX AND UNDERGROUND FIBER CONDUIT TO JUNCTION BOX BY G.C. NORTH 2 COMPOUND UTILITY PLAN GRAPHIC SCALE SCALE: 1/16" = 1' -0" o 1 st 1s' PROPOSED UNDERGROUND FIBER CONDUIT WITH A TRACEABLE WIRE FROM HAND HOLE /PULL BOX WITHIN PROPERTY, TO COMPOUND HAND HOLE /PULL BOX BY G.C., MINIMUM OF 42" BELOW GRADE W/ 2 DETECTABLE RIBBONS, APPROX 710 LF LESSEE 20' WIDE ACCESS — & UTILITIES RIGHTS OF WAY POWER TYPE: \ \ \\ 120/240V, SINGLE `� PHASE, 200 AMPS t-4 1. CONTRACTOR TO COORDINATE PUBLIC AND PRIVATE UTILITY LOCATES PRIOR TO CONSTRUCTION START. NOTIFY THE ARCHITECT AND THE VZW CONSTRUCTION ENGINEER IMMEDIATELY OF ANY UTILITY LINE ISSUES. 2. EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND NOT ALL UTILITIES ARE SHOWN. CONTRACTOR IS RESPONSIBLE TO NOT DAMAGE UNDERGROUND UTILITIES AND MUST CONDUCT BOTH PUBLIC AND PRIVATE UTILITY LOCATES BEFORE EXCAVATING. 3. CONTRACTOR SHALL RESTORE ALL AREAS, INCLUDING LANDSCAPE, DISTURBED BY CONSTRUCTION TO PRE — CONSTRUCTION CONDITIONS. 4. PROPOSED CONDUIT TO BE 2" DIA SCHEDULE 40, 2" DIA SCHEDULE 80 CONDUIT TO BE INSTALLED UNDER A ROADWAY /PARKING LOT OR IF SPECIFIED BY A LAND OWNER �X ", t OyF - -- \ UTILIZE EXISTING TRANSFORMER _ PROPOSED UG ELECTRICAL I \\X \ RUN FROM EXISTING ( / TRANSFROMER TO METER & DISCONNECT, BY GC, MIN 42" BELOW GRADE, N / W/ 2 DETECTABLE RIBBONS, APPROX 155 LF / I \ V x _ _x_' \• I� u1 I � � x x �—x x x x x x —x— O II I I II II I Lj I� I NORTH 1 SITE UTILITY PLAN GRAPHIC SCALE SCALE: V = 100' -0" o so' 00' LICENSED ARCHITECT 12427 Q I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Sign Date: DESIGN h. 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGNIEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO. MN 55362 SHEET CONTENTS: SITE UTILITY PLAN PULLBOX LOCATION PLAN DRAWN BY: TRD DATE: 09 -15 -15 CHECKED BY: CDB REV. B 12-07-151 REV. C U -1 mm 4255 LeAit Avenue N. 8L Paul, Minnesota %125 Plwrie: 551.415.3550 Fax: 541.415.2001 Paul -Bb i Verret -DBbdl lakes- Fatal -Sian Fess W Web: www.uSeiS.aan EXISTING I hereby certify that this plan SEAM WELD epareidcabonmero report PROP. CABLES —FIBER nder m P p Y Y FEED TAILS FROM MAIN direct supervision and that I DISTRIBUTION BOX am a duly Licensed Professional (SECTOR Z) TO RRUS Engineer nder the laws (SECTOR Z) (FIELD of the e St State of Minnesota. VERIFY) - zz ryPed d or ISAAC ODLAND Z" SECTOR @ ", / Signature: 290° AZIMUTH - EXISTING 47985 3 "x3"xY4° KICKERS PROPOSED MAIN - (TYP.) BOX AND ., !> Q' 0 Gj�Q. "X" SECIOR @ Lc No.: oa }e: 12 -07 -15 RRUS. RRUS. TYP. EACH 50° AZIMUTH EXISTING SECTOR , \ 1 ( WATER TAN �� CONCRETE WALL • ° EXISTING - TANK 1% PROPOSED ANTENNAS TYP. EACH SECTOR EXISTING WATER MAIN DESIGN 6 CONTRACTOR TO UTILIZE VENT ` SUPPORT EXISTING PENETRATIONS �� ROBERT J DAVIS, All FOR VERIZON CABLE, WITH G PROP. CABLES—FIBER ARCHITECT NEW WATERPROOF BOOTS 5(� MAIN 9973 VALLEY VIEW RD. \ (FIELD VERIFY SIZE) TYP. "" -- -- -_\ \ DISTRIBUTIONF BOOM EDEN PRAIRIE, MN 55344 �Q. — (SECTOR X) TO RRUS (952) 903 -9299 EXISTING AIRWAY �� (i (SECTOR X) (FIELD ANTENNA BY OTHERS VERIFY) EXISTING (TYP. 3 LOCATIONS) B CLIMBING TYP. S-6 PROPOSED PENETRATION LADDER PROPOSED IN EXISTING DRYTUBE FOR EXISTING I 1O ANTENNA TYP. PROPOSED HYBRID DRYWELL EACH SECTOR CABLES. SEE DETAIL E TUBE �\O SHEET S -2. (FIELD (3) PROP. HYBRID CABLES Q 7 EXISTING VERIFY LOCATION) VERIZON FROM GROUND EQUIPMENT , - - -� � ' EXISTING � � _ -" PROPOSED OVERFLOW FOR PROPOSED HYBRID CABLE TO MAIN DISTRIBUTION BOXES DRYWELL RRUS. TYP. PIPE AND WIRELESS (SECTOR X, Y AND Z) �� TUBE EACH SECTOR WALL ROUTING INSIDE BELOW SUPPORT EXISTING DRYTUBE 10801 BUSH LAKE ROAD CONTRACTOR TO INSTALL SEE DETAIL A SHEET S -3 BLOOMINGTON, MN 55438 Z— BRACKETS BETWEEN EXISTING DRY TUBE AND HANDRAIL \T EXISTING OBSTRUCTION �� PROPOSED FOR HYBRID CABLE f EXISTING MANWAY I LIGHT TO BE HYBRID CABLES INSTALLATION (TYP). TANK HATCH RAISED AND TO BE ROUTED (FIELD VERIFY EXACT VENT RELOCATED TO EXISTING UNDER EXISTING LOCATION, Z— BRACKET EXIST VERTICAL CATWALK CATWALK AT THIS PROJECT LENGTH & QUANTITY)(SEE —� POST. SEE DETAIL AND LOCATION ONLY C /S -3 FOR ADDITIONAL C SHEET S -4 RAILING 20151251797 INFORMATION) EXISTING OVERHEAD MINC — - EXISTING EXISTING CLIMBING °�� DOOR CONDUIT FOR LADDER FROM GROUND o OBSTRUCTION LIGHT LEVEL TO CATWALK LEVEL HAYWARD EXISTING JUNCTION BOX AND CONDUIT a o o EXISTING PROPOSED HYBRID CABLES CONDUITS AT ON CLUSTER BOX MOUNT FLOOR LEVEL EXISTING CONDUIT ROUTED (SEE DETAIL D SHEET S -2) (TYP.) ALONG THE OUTSIDE OF THE EXISTING HANDRAIL SCHOOL BOULEVARD PROP. CABLES —FIBER PROPOSED MINTICELLO, MN 55362 FEED TAILS FROM MAIN HYBRID CABLE ON VERTICAL DISTRIBUTION BOX BRACKET MOUNT (SECTOR Y) TO RRUS A �� (SECTOR Y) (FIELD "Y" SHEET S-2) PROPOSED PLAN VIEW VERIFY) SECTOR @ 170' AZIMUT' N N DRAWN BY: GJP DATE: 12 -07 -15 CHECKED BY: IJO REV. 0 LEI PROJ. # 15.003359 PLAN @ PROPOSED ANTENNA LAYOUT 1/4° = V -0° B PLAN @ PROPOSED WATER TOWER GROUND �,. - - A S- LEVEL ALONG WITH CATWALK /DRYTUBE LAYOUT 1 FIELD VERIFY LOCATION OF CONTRACTOR TO FIELD VERIFY LOCATION OF PROPOSED APPLY SILICONE PROPOSED BRACKET CAULK PRIOR TO BRACKET wi� TIGHTENING NUTS PROPOSED SIMPSON (TYP.) TITEN HD CONCRETE ANDREW GALV, OUTSIDE SCREW ANCHOR Y2 "x3" (2 SCREWS QWLe.1i A- .N. BL Peal, 11,11 Win (3) PROP. HYBRID UNIVERSAL ANGLE CABLES WITH EQUAL MOUNTED @ 3' -0" O.C. SNAP —IN HANGERS - - -- —_- EXISTING WATER TOWER CONCRETE PER BRACKET) (IF NEEDED OVERSIZED WASHER) ote Phan: e5—I&W5a Fax 851.x15.2001 sc Pie - elPeacx- De— -De lUi -Farpo -Stitt Fab We°° www.olrolo�wa AND GROMMETS CONTRACTOR TO ' PROVIDE & INSTALL A (3) PROP. HYBRID CABLES WITH WALL NEOPRENE PAD AND - SNAP —IN HANGERS. I hereby certify that this plan METAL SHIM BETWEEN OUTSIDE / AND GROMMETS 5 specification, or report was prepared by me or under my THE BEAM CLAMP & _ direct supervision and that I THE LIP OF THE 4 CONTRACTOR TO a m a duly Licensed Professional EXISTING CATWALK a NSIDE N CAULK PRIOR TO of Engineer d the of r Minnesota. _ TIGHTENING NUTS rasa air PROPOSED EXISTING CATWALK (TYP.) Printed Name: ISAAC ODLAND VALMONT /SITE PRO 1 SNBX3 GALV. MINI � EXISTING WATER 11 14° 010 BRACKET @ TOWER CONCRETE Signature, 48" O.C. MAX OR WALL a Li, Na... 47985 APPROVED EQUIVALENT Q CONTRACTOR TO INSTALL (TYR) 1/2 "0 GALVANIZED A36 Dare: 12 -07 -15 CONTRACTOR TO INSTALL J —BOLT FOR HYBRID VALMONT SP1587 BRACKET CABLE AND COAX - TO PROPERLY SECURE .SUPPORT (CONTRACTOR NSIDE HORIZONTAL COAX AND TO VERIFY EXACT HYBRID CABLE. (FIELD QUANTITY AND LOCATION) PROPOSED SIMPSON VERIFY EXACT LOCATIONS (TYP.) DESIGN CONTRACTOR TO INSTALL TITEN HD CONCRETE AND QUANTITY, SPACE AT VALMONT SP1587 BRACKET SCREW ANCHOR 48" O.C. MAX.) ROBERT J DAVIS, All TO PROPERLY SECURE Y "x3" ( 2 SCREWS (3) PROP. HYBRID HORIZONTAL COAX AND PER BRACKET) (IF CABLES WITH ARCHITECT HYBRID CABLE. (FIELD NEEDED OVERSIZED SNAP —IN HANGERS 9973 VALLEY VIEW RD. VERIFY EXACT LOCATIONS WASHER) AND GROMMETS EDEN PRAIRIE, MN 55344 AND QUANTITY, SPACE AT (952) 903 -9299 48" O.C. MAX.) PROPOSED COAX ROUTING PROPOSED HORIZONTAL COAX ROUTING AT PROPOSED COAX VERTICAL ROUTING FROM AT CATWALK Nc - C FLOOR LEVEL (IF NEEDED) No SCALE B FLOOR LEVEL TO CATWALK LEVEL No SCALE A GENERAL NOTES: NOTE: CONTRACTOR TO FORM KICK PLATE 1. FIELD VERIFY EXACT LOCATION OF NEW USING (1) 10 "0 SCH. 80 PIPE & Y2" VERIZON PENETRATION TO AVOID INTERFERING WITH CLIMBING LADDERS AND ANY OTHER PART OF FLAT STOCK. W WIRELESS THE WATER TOWER. 10801 BUSH LAKE ROAD 2. PROPOSED PENETRATION SHALL BE BLACK HOT BLOOMINGTON, MN 55438 DIPPED GALVANIZED, (FIELD PRIMED AND PAINTED TO MATCH THE EXISTING WATER TOWER COLOR. EXISTING WATER TANK DRYWELL PROJECT F 20151251797 S -2 MINC HAYWARD Y2 "x12 %4" PLATE 4" 7 0' N SCHOOL BOULEVARD MINTICELLO, MN 55362 SHEET CONTENTS: BEVEL PLATE AS SHOWN SECTIONS AND DETAILS 10 "4 SCH. 80 PIPE DRAWN BY: GJP SEAL (CUT IN HALF) DATE: 12 -07 -15 3/5 WELD BY: IJO NCHECKED REV. 0 LEI PROJ. # 15.00359 PROPOSED PENETRATION AT No SCALE F PROPOSED PENETRATION AT No SCALE E PROPOSED PENETRATION AT No SCALE D S -2 EXIST. WATER TOWER DRY TUBE EXIST. WATER TOWER DRY TUBE EXIST. WATER TOWER DRYWELL NOTE: A METAL SHIM SHALL BE USED ALONG WITH NEOPRENE PAD AT ALL CLAMP LOCATIONS. PROPOSED SITE PRO 1 PART# NOTE: ZB24 Z- BRACKET BOLTED TO (3) PROP. HYBRID INSTALL NEOPRENE PAD UNISTRUT FOR COAX SUPPORT CABLES WITH 4285 LeAnpbn Avenue N. @ ALL CLAMP LOCATIONS (TYP.) (TYP.) SNAP -IN HANGERS EXISTING DRYWELL LADDER BL Peal, Minnesota 55128 Ph M: WIAMMO Fax: ' EXISTING AND GROMMETS EXISTING DRYWELL SI PaWe'anmck3 DenverOWOH IeWs farpp 9bux Falls wx,:.ww.a�o.aom HANDRAIL CONTRACTOR TO UTILIZE (3) PROPOSED HYBRID EXISTING PROP. DRYTUBE PROPOSED GALV. EXPANSION HANGER EXISTING PENETRATIONS CABLES WITH SNAP -IN DRYWELL EXPANSION RING MOUNTED 48" O.C. FOR VERIZON CABLE, WITH HANGERS AND GROMMETS FULL HEIGHT OF I hereby certify that this plan NEW WATERPROOF BOOTS (FIELD VERIFY SIZE) TYP. CONTRACTOR TO INSTALL 1/2 "0 GALVANIZED A36 i� THE DRYWELL specification, p r ed by or report was prepared by me or under my direct supervision and that I J -BOLT FOR HYBRID am a duly Licensed Professional CABLE AND COAX under CONTRACTOR TO SUPPORT (CONTRACTOR of thleeState of Minnesota. - - - - - -- — APPLY SILICONE CAULK PRIOR TO TO VERIFY EXACT Typed Printed Name: ar ISAAC ODLAND ----- - - - - -� TIGHTENING NUTS QUANTITY AND LOCATION) (TYP.) (TYP.) L '4' GGL� signature: U.. No.: 47985 Date: 12 -07 -1 5 TOP OF TANK PROPOSED GALV. PROPOSED GALV. COAX ANGLE ADAPTER FOR UNISTRUT COAX ANGLE ADAPTER FOR UNISTRUT ATTACHMENT TO — - DESIGN ATTACHMENT ATTACHMENT TO EXISTING HATCH EXISTING BOTTOM RAIL PLATE ROBERT J DAVIS, All (2) PROPOSED EXISTING CATWALK ARCHITECT UNISTRUTS, FIELD AND 9973 VALLEY VIEW RD. VERIFY LENGTH. RAILING EDEN PRAIRIE, MN 55344 (952) 903 -9299 PROPOSED HYBRID INSTALLATION AT TOP NO SCALE C J—HOOK NO SCALE B PROPOSED CABLE ROUTING FULL NO SCALE A OF EXIST. WATER TOWER HEIGHT OF DRYWELL VERIZON NOTE: INSTALL NEOPRENE PAD NOTE: INSTALL NEOPRENE PAD @ ALL CLAMP LOCATIONS (TYP.) @ ALL CLAMP LOCATIONS (TYP.) WIRELESS 10801 BUSH LAKE ROAD NOTE: NOTE: BLOOMINGTON, MN 55438 A METAL SHIM SHALL BE USED A METAL SHIM SHALL BE USED ALONG WITH NEOPRENE PAD AT ALONG WITH NEOPRENE PAD AT ALL CLAMP LOCATIONS. ALL CLAMP LOCATIONS. PROPOSED GALV. PROJECT COAX CLUSTER FOR COAX TO BE ROUTED PROPOSED GALV. COAX CLUSTER FOR AS NEEDED ALONG COAX TO BE ROUTED BOTTOM RAIL AS NEEDED ALONG 20151251797 BOTTOM RAIL MINC HAYWARD (2) PROP. HYBRID CABLES WITH SNAP -IN (1) PROP. HYBRID HANGERS AND CABLE WITH SNAP -IN GROMMETS HANGER AND GROMMET PROPOSED GALV. A COAX ANGLE ADAPTER PROPOSED GALV. SCHOOL BOULEVARD FOR COAX TO coax ANGLE ADAPTER MINTICELLO, MN 55362 ROUTED AS NEEDED FOR COAX TO BE � ALONG BOTTOM RAIL - ROUTED AS NEEDED SHEET CONTENTS: ALONG BOTTOM RAIL J EXISTING TOE KICK SECTIONS AND DETAILS EXISTING TOE KICK DRAWN BY: GJP DATE: 12 -07 -15 CHECKED BY: IJO REV. 0 UEI PROJ. # 15.00359 NOT USED NO SCALE F PROPOSED HYBRID CABLE ROUTING ALONG TOP NO SCALE E PROPOSED HYBRID CABLE ROUTING ALONG TOP NO SCALE D S -3 OF EXISTING WATER TOWER OF EXISTING WATER TOWER NOTE: 1. PROPOSED OBSTRUCTION LIGHT MOUNTING PROP. HYBRID CABLE SUPPORT AND ffl-� PIPE, BRACKETS AND MOUNTING HARDWARE ROUTING NOTES: SHALL BE GALVANIZED. (TYP.) 1. CONTRACTOR SHALL SWEEP /ROUTE PROPOSED HYBRID CABLE AS NEEDED TO NOT INTERFERE WITH 4285 Left— A --N. EXISTING PROPOSED ANTENNA MOUNTING FRAMES AND BRACES. Ph - G51A15�380o51 Fax: 851.a152801 OBSTRUCTION si. PaW- elsrrt- oea.« -oeooa �„- F,xeP -sw�x Falls LIGHT RELOCATED 2. CONTRACTOR SHALL ROUTE AND INSTALL THE PROPOSED Web: —A.10— HYBRID CABLE TO THE PROPOSED COAX BRACKETS WITH SNAP -IN HANGERS GROMMETS, CONTRACTOR SHALL COMPLETE ANY AND ALL REPAIRS AS REQUIRED I hereby certify that this plan PRIOR TO THE INSTALLATION OF THE PROPOSED HYBRID CABLE. (REPAIR PAINT AS NEEDED TO MATCH EXISTING specification, or report was AFTER REPAIRS). prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws NOTES: NOTES: of the state of Minnesota. CONTRACTOR TO U Typed ar WELD A THREADED ADAPTER TO THE 1. CONTRACTOR TO INSTALL HOIST 1. CONTRACTOR TO REPAIR AND PAINT TO MATCI GRIPS TO SECURE HYBRID CABLE EXISTING WATER TOWER AS REQUIRED AFTER Printed Nome: ISAAC ODLAND �'p Gm ON J- BOLTS. signature: ��° TOP OF THE PIPE PLACEMENT OF PROPOSED ANTENNA MOUNTING 2 ANY EQUIPMENT INSTALLED SHALL TO ALLOW TO ALLOW HARDWARE. NOT INTERFERE WITH THE U.. No.: 47985 OF 2. CONTRACTOR TO INSTALL WELDED INSERTS ON NORMAL OPERATION OR USE OF EXISTING PIPE, BOTH ENDS OF THE ANTENNA MOUNTING PIPES THE TOWER. Date: 12 -07 -15 JUNCTION BOX PRIOR TO INSTALLATION. ALL ATTACHMENTS TO THE WATER AND LIGHT 3. CONTRACTOR SHALL UTILIZE NEOPRENE STRIPS TOWER HANDRAIL SYSTEM MUST ON HARDWARE WHERE CONTACT IS MADE WITH BE MADE IN A MANNER THAT NOTE: PAINTED SURFACES. FASTENING SEQUENCE MAINTAINS COMPLIANCE WITH CONTRACTOR TO SHOULD INCLUDE NYLON WASHERS BETWEEN THE CURRENT OSHA REQUIREMENTS o PLACE RELOCATED OBSTRUCTION LIGHT PLATE PIVOT PLATES 2" DIA. 6 1/2" PAINTED SURFACE AND THE GALVANIZED WASHER. FOR ACCESS. DESIGN J.� ■ �►�7 V AT EXISTING SCHEDULE VERITCAL HAND RAIL 80 PIPE POST (CONTRACTOR PAINTING / GALVANIZING NOTES: NOTE: ROBERT J DAVIS, All TO SEAL BOTH ARCHITECT = �AICHFDULF ENDS) 1 . IN GENERAL WHERE ANGLE 9973 VALLEY VIEW RD. 1. PROPOSED ANTENNAS INSTALLED ON THE EXTERIOR ADAPTERS, CLAMPS OR ANY OTHER EDEN PRAIRIE, MN 55344 _ ro OF THE WATER TOWER SHALL BE SHOP PAINTED TO AREAS OF WHICH THERE IS METAL TO (952) 903 -9299 80 PIPE r�i 3�Ig" MATCH THE EXISTING WATER TOWER COLOR. (VERIFY METAL CONTACT, PROVIDE A NEOPRENE z (CONTRACTOR TO COLOR). AND TAPE COLORED CLOSELY TO SEAL BOTH ENDS) N MATCH THE TOWER COLOR BETWEEN Q 2. ALL EXPOSED JUMPERS AND HYBRID CABLES SHALL THE PART AND THE BASE MATERIAL TO B BE PREVENT EXCESS DAMAGE TO THE THE EXISTING WATER TOWER ° PLATE COLOR. (VDERiFOY COLOR) COATING AND PROVIDE A MOISTURE "x6)'z "x0' BARRIER IN THE EVENT OF COATING Ya -6° 3. PROPOSED MOUNTING PIPES AND ALL MOUNTING DAMAGE IF ANGLE ADAPTERS ARE HARDWARE IS TO BE GALVANIZED AND OR PROVIDED USED, PROVIDE THE NEOPRENE IN A NON- CORRODING MATERIAL. BARRIER AND A METAL SHIM. VERIZON 0 WIRELESS INSTALL ° NEOPRENE PAD \ 1 4" EXIST. 10801 BUSH LAKE ROAD w ° L ALL CLAMP LOCATIONS (TYP.) � VERTICAL BLOOMINGTON, MN 55438 x HAND RAIL o PIVOT PLATES SHALL (2) VALMONT POST BE TRIMMED TO SCP CLAMP HAVE A V' RADIUS HALVES OR EQUAL (2> 3i8° DIA. PROJECT 112" 2., 1 1/2° 1 1/2° U -BOLTS 20151251797 EXIST. 3 /s" DIA PIN AND MIN RAILING O COTTER KEY (PIN VERTICAL REMOVAL WILL POST ALLOW LIGHT TO PIVOT FOR BULB HAYWARD CHANGING) N _ B � SCHOOL BOULEVARD MINTICELLO, MN 55362 a SHEET CONTENTS: EXIST. TANK SECTIONS AND DETAILS ROOF \ 3/8" DIA BOLT W/ WASHER AND LOCK + NUT (LOOSEN TO o ALLOW LIGHT TO PIVOT) RE -ROUT EXISTING CONDUIT TO PROPOSED DRAWN BY: GJP OBSTRUCTION LIGHT LOCATION, CONTRATOR DATE: 12 -07 -15 CHECKED BY: IJO TO PLACE FLEXIBLE CONDUIT AT BASE OF REV.O LIGHT TO ALLOW THE LIGHT TO PIVOT UEI PROJ. # 15.00359 EXISTING OBSTRUCTION LIGHT RELOCATED/RAISED NO SCALE C PROPOSED OBSTRUCTION NO SCALE B NOTES NO SCALE A % LIGHT MOUNTING ERICSSON RRUS -12 W/ SOLAR SHIELD AND RRUS A2 RX MODULE COMSCOPE RxxDC- 3315 —PF -48 DIMENSIONS, WxDxH:470x275x518mm (18.50 "00.8 %20.39 ") WEIGHT, WITHOUT BRACKETS: 80 Ibs DIMENSIONS, WxDxH:40Cx26lx564mm (15.73 "x10.25 "x22.98 ") f WEIGHT, WITH BRACKETS: 27 Ibs I ":-y.� = �•t$ 4285 Lexing— Avenue N. St. Paul, Minnesota 55128 ll Pbone: 881.415.9800 Fex: 851.418.2801 aPeul -9 l- Demer- Delmit Lelw -FU -9 Felt Web: www.ultelB.mm f + I_ li? hereby Y °�ify that this plan �I * f # f ♦� *R! ! �� #* �s�lR* f *- l i f 'f'�.* f t� # !� �' �• I PROP. PIPE MOUNT, specification, or report was lob prepared y me or under my !fli!! R �R�f ff# �* #� r��'� #,� to e- 2} USING SUPPLIED EQUIPMENT HARDWARE, direct supervision and that I am a duly Licensed Professional �!f# � 7 l MOUNT BRACKET TO Engineer under the laws �I/i!.* f l��a _ ANTENNA PIPE of the State of Minnesota. * #tt ! # # # R !� ; rr 3 of+ f Typed or Printed Name: ISAAC ODLAND � Signature: Lie. No.: 47985 u i I �f PRQP. EQUIPMENT AND °atav 12 -07 -15 !; �710[H WIPI0plkt>r1� MOUNTING BRACKET �. r I y �•. 96` 21XW WEI�B e11t"�. - t„ Oan the ir5kided an IeR r r - t = — DESIGN ; LtUTtBeex 1rr.ILKRd �I #I ROBERT J DAVIS, AIA • ARCHITECT y 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 RRUS -12 W/ SOLAR SHIELD NO SCALE C MAIN DISTRIBUTION BOX (TOP) No SCALE B PROPOSED MAIN DISTRIBUTION No SCALE A VERIZON AND RRUS A2 RX MODULE BOX MOUNTING HARDWARE WIRELESS ERICSSON RRUS -135 W/ SOLAR SHIELD ERICSSON RRUS —B13 W/ SOLAR SHIELD 10801 BUSH LAKE ROAD AND RRUS A2 RX MODULE AND RRUS A2 RX MODULE BLOOMINGTON, MN 55438 DIMENSIONS, Wx Dx H:432x183x501mm (17 "x7.2 "x19.7 ") DIMENSIONS, WxDxH:432x183x501mm (17 °x7.2 "x19.7 ") WEIGHT, WITHOUT BRACKETS: 80 Ibs WEIGHT, WITHOUT BRACKETS: 80 Ibs PROJECT 20151251797 MINC A "I ! 41 #, � #! 0l0� HAYWAR D ��� * #.0 8,* *ff't ; #��ert 110 too 01.10 0 00# me 064 SCHOOL BOULEVARD *e, PROP. PIPE MOUNT, USING SUPPLIED #, *, MINTICELLO, MN 55362 - - EQUIPMENT HARDWARE, *, SHEET CONTENTS: MOUNT BRACKET TO ANTENNA PIPE SECTIONS AND DETAILS �t DRAWN BY: GJP - _ a DATE: 12 -07 -15 ` J' 1 PROP. GALV. ' �' CHECKED BY: IJO .. -. - _ -.• , EQUIPMENT PIPE REV. 0 r - - Ir L- UEI PROJ. # 15.00359 RRUS' -135 W/ SOLAR SHIELD No SCALE F RRUS W/ SOLAR SHIELD NO SCALE E RRUS -1313 W/ SOLAR SHIELD No SCALE D S -5 AND RRUS A2 RX MODULE AND RRUS A2 RX MODULE MOUNTING AND RRUS A2 RX MODULE PROPOSED MAIN DISTRIBUTION BOX SEE DETAIL B SHEET S -5 FOR S Min— MORE INFO Se mil, Wl+ Pboee: 861.415.9800 Fez: 851.4152001 9LPm -9 l-Demer -De [Lelw-FUpo.9 Felt Web: www.ultelB.mm y I hereby certify that this plan specification, or report was PROP. 2Y2" SCH. 80 x 8' -0" PROP. 2X" SCH. 80 x 8' -0" — prepared by me or under my PIPE (MAX.) (BOTH ENDS PIPE (MAX.) (BOTH ENDS direct supervision and that I am a duly Licensed Professional CAPPED WITH WELDED END CAPPED WITH WELDED END Engineer under the laws LJ LJ I CAPS, FIELD VERIFY) CAPS, FIELD VERIFY) of the State of Minnesota. I PROP. 2Y2" SCH. 80 x 8' -0" — PROPOSED Typed or O PIPE (MAX.) (BOTH ENDS ANTENNA Printed Name: ISAAC ODLAND CAPPED WITH WELDED END AND MOUNTING HARDWARE CGG� CAPS, FIELD VERIFY) sign0lure: nEm� I I Lie. No.: 47985 INSIDE HANDRAIL INSIDE HANDRAIL INSIDE HANDRAIL Dale. 12 -07 -15 OUTSIDE HANDRAIL C'JTSIDE HANDRAIL OUTSIDE HANDRAIL PROPOSED HANDRAIL PIPE MOUNT PROPOSED HANDRAIL PIPE MOUNT PROPOSED HANDRAIL PIPE MOUNT DESIGN PROP RRUS —B13 BRACKET KIT ATTACHED TO PROP RRUS -12 BRACKET KIT ATTACHED TO BRACKET KIT ATTACHED TO W/A -2. EXISTING BOTTOM AND TOP RAIL W/A -2. EXISTING BOTTOM AND TOP RAIL EXISTING BOTTOM AND TOP RAIL -- ANTENNA ROBERT J DAVIS, AIA SEE DETAIL D (SITE PRO 1 PART# HMB —A OR SEE DETAIL C (SITE PRO 1 PART# HMB —A OR (SITE PRO 1 PART# HMB —A OR CENTERLINE ARCHITECT SHEET S -5 FOR ENGINEER APPROVED EQUAL). SHEET S -5 FOR ENGINEER APPROVED EQUAL). ENGINEER APPROVED EQUAL). VIEW MORE INFO AND NEOPRENE PAD REQUIRED MORE INFO AND NEOPRENE PAD REQUIRED NEOPRENE PAD REQUIRED EDEN PRAIRIE, 553 EDEN PRAIRIE, MN 55344 (952) 903 -9299 MOUNTING BETWEEN HANDRAIL AND MOUNTING C 11 BETWEEN HANDRAIL AND BETWEEN HANDRAIL AND BRACKET. BRACKET. BRACKET. EXISTING TOP RAIL (L3 "x3 "xY4 ", EXISTING TOP RAIL (L3 "x3 "xY4 ", EXISTING TOP RAIL (L3 %3 "xY4 ", TYP.) FIELD VERIFY TYP.) FIELD VERIFY TYR.) FIELD VERIFY 7 A� VERIZO � EXISTING VERTICAL POST (L3 "x3 "xY4 °, TYP.) BEYOND EXISTING VERTICAL POST (L3 "x3 "xY4 ", TYP.) BEYOND EXISTING VERTICAL POST (L3 "x3 %)/4 ", TYP.) BEYOND - WIRELESS I I� • • EXISTING MID RAIL (L3 "x3 "xY4 ", 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 EXISTING 2" CONDUIT ROUTED EXISTING 2" CONDUIT ROUTED TYP.) FIELD VERIFY ALONG THE OUTSIDE OF THE ALONG THE OUTSIDE OF THE EXISTING HANDRAIL. FIELD VERIFY EXISTING HANDRAIL. FIELD VERIFY EXISTING 2" CONDUIT ROUTED PROP RRUS -135 — PROP RRUS -12 — ALONG THE OUTSIDE OF THE W/A -2. EXISTING MID RAIL (1_3 "x3 "A4 ", W /A -2. EXISTING MID RAIL (L3 "x3 "xY4 ", EXISTING HANDRAIL. FIELD VERIFY PROJECT SEE DETAIL F TYP.) FIELD VERIFY SEE DETAIL C =1 3 TYP.) FIELD VERIFY SHEET S -5 FOR SHEET S -5 FOR EXISTING BOTTOMRAIL (L3x3xY4 ", MORE INFO AND EXISTING BOTTOMRAIL (L3x3xY4 MORE INFO AND EXISTING BOTTOMRAIL (L3x3xY4 ", TYP.) FIELD VERIFY 20151251797 MOUNTING TYP.) FIELD VERIFY MOUNTING TYP.) FIELD VERIFY MINC C Li HAYWARD EXISTING TOE KICK PLATE (4 "xY4" EXISTING TOE KICK PLATE (4 %,Y4" EXISTING TOE KICK PLATE (4 "xY4" TYP.) FIELD VERIFY TYP.) FIELD VERIFY TYP.) FIELD VERIFY SCHOOL BOULEVARD EXISTING WATER TANK EXISTING WATER TANK EXISTING WATER TANK MINTICELLO, MN 55362 SURFACE SURFACE SURFACE SHEET CONTENTS: GENERAL NOTES NOTE: NOTE: NOTE: 1. THE PROPOSED ANTENNAS, 1. THE PROPOSED ANTENNAS, 1. THE PROPOSED ANTENNAS, ANTENNA MOUNTING PIPES AND ALL ANTENNA MOUNTING PIPES AND ALL ANTENNA MOUNTING PIPES AND ALL DRAWN BY: GJP ASSOCIATED HARDWARE SHALL BE ASSOCIATED HARDWARE SHALL BE ASSOCIATED HARDWARE SHALL BE DATE: 12 -07 -15 SHOP PAINTED TO MATCH THE SHOP PAINTED TO MATCH THE SHOP PAINTED TO MATCH THE CHECKED BY: IJO EXISTING WATER TOWER COLOR. EXISTING WATER TOWER COLOR. EXISTING WATER TOWER COLOR. 2. ALL ANTENNA FEED LINES, JUMPERS, 2. ALL ANTENNA FEED LINES, JUMPERS, 2. ALL ANTENNA FEED LINES, JUMPERS, REV.0 COAX AND HYBRID CABLE CANNOT COAX AND HYBRID CABLE CANNOT COAX AND HYBRID CABLE CANNOT INTERFERE WITH TOP OF THE NOTE: INTERFERE WITH TOP OF THE NOTE: INTERFERE WITH TOP OF THE NOTE: HANDRAIL MUST BE ROUTED AS A METAL SHIM SHALL BE USED HANDRAIL MUST BE ROUTED AS A METAL SHIM SHALL BE USED HANDRAIL MUST BE ROUTED AS A METAL SHIM SHALL BE USED SUCH THAT THEY COMPLY WITH ALONG WITH NEOPRENE PAD AT SUCH THAT THEY COMPLY WITH ALONG WITH NEOPRENE PAD AT SUCH THAT THEY COMPLY WITH ALONG WITH NEOPRENE PAD AT OSHA REQUIREMENTS REGARDING ALL CLAMP LOCATIONS, OSHA REQUIREMENTS REGARDING ALL CLAMP LOCATIONS. OSHA REQUIREMENTS REGARDING ALL CLAMP LOCATIONS. HANDRAILS. HANDRAILS. HANDRAILS. UEI PROJ. # 15.00359 PROPOSED ANTENNA AND EQUIPMENT o SCALE C PROPOSED ANTENNA AND EQUIPMENT No scALE B PROPOSED ANTENNA AND EQUIPMENT o scALE A -6 MOUNTING DETAIL (HANDRAIL LOCATION) MOUNTING DETAIL (HANDRAIL LOCATION) MOUNTING DETAIL (HANDRAIL LOCATION) 3. ALL TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER. STRUCTURAL STEEL CONT. STRUCTURAL STEEL MIN C DESIGN LOADS ESIGN CODE: A. WIND LOAD (PER AWWA) 1. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 1. WIND SPEED: 90 MPH STRUCTURAL STEEL FOR BUILDINGS" (AISC), LATEST EDITION. 2. ALL SURFACES TO BE WELDED SHALL BE STRIPPED OF 2. GUST EFFECT FACTOR = 1.0 2. STEEL CONSTRUCTION MANUAL (AISC), LATEST EDITION. 3. FORCE COEFFICIENT = 1.0 B. MATERIALS: STRUCTURAL WELD. CODES 1. WIDE FLANGE SHAPES — ASTM A992 (Fy = 50 KSI) a 5L Angon Avenue N. 1, Min A. INTERNATIONAL BUILDING CODE — 2006 B. STATE OF MINNESOTA BUILDING CODE — 2007 2. HOLLOW STRUCTURAL SECTIONS (HSS) — ASTM A500, OR. B (Fy =46 Pb ne 1s-.950o'Fez: SSi.a15.zoo1 gpeub gmey .peme .OeM LLe u. Feryo -9bu Pet C. ASCE 7 — 2005 KSI) `Nebo eN" mrea�m D. AWWA DIOO -05 1. PIPE STEEL — ASTM A53, GRADE B (Fy = 35 KSI) GENERAL NOTES 4. WELDING ELECTRODES — ASTM A233 E70 SERIES. A. WITHIN THESE PLANS AND SPECIFICATIONS, "OWNER" GENERAL NOTES 5. CONNECTION BOLTS — ASTM A325 I hereby certify that this plan MISCELLANEOUS 6. MISCELLLANEQUS STEEL — ASTM A36 A. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS C. INSTALLATION NOTES specification, or report was AND DIMENSIONS PRIOR TO THE START OF ANY WORK. THE 1. SHOP AND FIELD WELDING IS TO BE PER AWS 31.1, LATEST EDITION. prepared by me or under my CONTRACTOR IS TO REPORT TO THE STRUCTURAL ENGINEER ALL WELDING IS TO BE PERFORMED BY CERTIFIED WELDERS ONLY. direct supervision and that I OF RECORD ANY AND ALL CONFLICTS IN THE CONSTRUCTION 2. THE STEEL SUPPLIER IS RESPONSIBLE FOR THE DESIGN OF ALL CAP am a duly Licensed Professional DOCUMENTS AND /OR THE ACTUAL CONSTRUCTED CONDITIONS PLATES, BEARING PLATES, BASE PLATES, STIFFENERS, SPLICES, AND Engineer under the laws of the State of Minnesota. IMMEDIATELY. CONNECTIONS UNLESS DETAILED ON THE DRAWINGS. THE STEEL B. UNLESS SPECIFICALLY NOTED, NO PROVISIONS HAVE BEEN SUPPLIER IS TO INCLUDE ALL BOLTS AND HOLES FOR REQUIRED Typed or printed Name: ISAAC ODLAND MADE IN THE STRUCTURAL DOCUMENTS FOR FUTURE "OSHA" CONNECTIONS. EXPANSION OR ADDITION. THE STRUCTURAL MEMBERS HAVE D. STRUCTURAL STEEL TESTING— THE OWNER, AT HIS OWN BEEN DESIGNED FOR THEIR FINAL IN PLACE LOADS ONLY EXPENSE, SHALL sig —i.f81 UGr� (SEE "DESIGN LOADS "). EMPLOY THE SERVICES OF AN INDEPENDENT TESTING 47985 C. THE CONTRACTOR IS RESPONSIBLE FOR BRACING ALL AGENCY TO TEST THE Lt.. No.: STRUCTURAL ELEMENTS, WITHOUT OVERSTRESSING, AS FOLLOWING: 2 -07 -15 REQUIRED UNTIL THE ENTIRE PROJECT IS COMPLETE. Date. STOCKPILING OF ANY MATERIALS ON THE STRUCTURAL 1. SHOP FABRICATED WORK: PERFORM TESTS NOTED ABOVE, EXCEPT ELEMENTS IS AT THE CONTRACTOR'S OWN RISK. BOLT TESTING MAY BE REDUCED OR DELETED IF THE FABRICATION SHOP SATISFIES THE QUALITY CERTIFICATION PROGRAM OF AISC FOR DISPOSAL OF DEBRIS A CATEGORY 1 FABRICATOR OR A MORE STRINGENT CRITERIA. A. ALL MATERIAL TO BE REMOVED SHALL BECOME THE TESTING MAY ALSO BE WAIVED IF THE FABRICATOR IS APPROVED BY PROPERTY OF THE CONTRACTOR. MATERIALS SHALL BE BOTH THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF DESIGN DISPOSED OF OFF SITE AT A LOCATION SECURED AND RECORD. ARRANGED FOR BY THE CONTRACTOR. BURNING OR BURIAL OF DEBRIS ON SITE SHALL NOT BE ALLOWED. THE 2 WELDING, AS FOLLOWS: CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ROBERT J DAVIS, AIA ACCEPTANCE OF THE MATERIAL AND FOR ANY DAMAGES FILLET WELDS: VISUALLY INSPECT 100% OF ALL FILLET WELDS FOR ARCHITECT RESULTING FROM ITS OPERATIONS. ALL COSTS ASSOCIATED SIZE, LENGTH, AND QUALITY PER AWS D1 .1 . 9973 VALLEY VIEW RD. WITH DISPOSAL OF DEMOLITION MATERIAL OR DEBRIS SHALL EDEN PRAIRIE, MN 55344 (952)903 -9299 BE THE RESPONSIBILITY OF THE CONTRACTOR. PARTIAL PENETRATION WELDS: TEST 100% OF ALL PARTIAL SITE MAINTENANCE AND FINISHING OPERATIONS PENETRATION WELDS EXCEEDING 5/16 INCH USING A MAGNETIC A. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PARTICLE TESTER PER ASTM E109. PERFORM TESTING ON BOTH THE MINIMIZE DUST AND NOISE DURING THEIR OPERATIONS. ROOT PASS AND THE FINISHED WELD. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE CITY TO MINIMIZE THE DUST TRACKING OF MUD AND FULL PENETRATION WELDS: TEST 100% OF ALL FULL PENETRATION DEBRIS OFF —SITE DURING AND AFTER DEMOLITION. WATER WELDS EXCEEDING 5/16 INCH USING AN ULTRASONIC TESTER PER OF OTHER METHODS OF DUST CONTROL SHALL BE USED IF AWS DTT SECTION 6. TEST 25% OF ALL FULL PENETRATION WELDS NECESSARY. LESS THAN 5/16 INCH USING A MAGNETIC PARTICLE TESTER PER B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ASTM E109. PERFORM TESTING ON BOTH THE ROOT PASS AND THE VERIZON SECURITY OF THE SITE AND PROTECTION FROM THE SAFETY FINISHED WELD. HAZARDS DURING THEIR OPERATIONS, W WIRELESS PROCEDURES AND PREPARATION: VERIFY THE FOLLOWING: 1. QUALIFICATIONS OF ALL WELDERS AS AWS CERTIFIED 10801 BUSH LAKE ROAD II. PROPOSED WELDING PROCEDURES AND MATERIALS BLOOMINGTON, MN 55438 III. ADEQUATE PREPARATION OF PAYING SURFACES IV. PREHEAT AND INTERPASS TEMPERATURES OF STEEL V. PROPER TECHNIQUE AND SEQUENCE OF WELDING, CLEANING, AND NUMBER OF PASSES VI. BACKER BARS ARE REMOVED AND EXPOSED SURFACE FILED CLEAN PROJECT 3. ALL TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER. STRUCTURAL STEEL CONT. 20151251797 MIN C E. STRUCTURAL STEEL GALVANIZING: HAYWARD 1. ALL STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. 2. ALL SURFACES TO BE WELDED SHALL BE STRIPPED OF ALL PAINT AND HOT DIPPED GALVANIZING PROTECTIVE COATING PRIOR TO WELDING TO ENSURE A QUALITY STRUCTURAL WELD. 3. ALL WELDED SURFACES SHALL BE PAINTED WITH MINIMUM SCHOOL BOULEVARD TWO COATS OF COLD GALVANIZING PAINT. 4. ALL FIELD CUT SURFACES AND FIELD DRILLED HOLES MINTICELLO, MN 55362 SHALL BE PAINTED WITH MINIMUM TWO COATS OF COLD GALVANIZING PAINT. SHEET CONTENTS: GENERAL NOTES A. WITHIN THESE PLANS AND SPECIFICATIONS, "OWNER" GENERAL NOTES IMPLIES VERIZON WIRELESS. DRAWN BY: GJP DATE: 12 -07 -15 CHECKED BY: IJO REV. 0 LEI PROJ. # 15.00359 S -7 SITE SURVEY PROPERTY DESCRIPTION: (per Old Republic National Title Insurance Company Commitment No. 102647, date July 15, 2015.) The land referred to in this Commitment is described as follows: That part of Lot 1, Block 2, Jefferson Commons First Addition, Wright County, Minnesota, lying northerly of the southerly 150.00 feet thereof. Together with a permanent easement for drainage and utility purposes over the northerly 6.00 feet of the southerly 150.00 feet of said Lot 1. SCHEDULE "B" EXHIBITS: (per Old Republic National Title Insurance Company Commitment No. 102647, date July 15, 2015.) 1 -11.) Not related to the survey. 12.) Easement for drainage and utility purposes as shown on the recorded plat of Jefferson Commons First Addition, filed as Document No. 964076. Plat and easements are as shown on the survey. 13.) Not related to the survey. 14.) Terms and Conditions of Access Easement Agreement dated 9- 21 -06, filed 9- 25 -06, as Document No. 1027001, by and between the City of Monticello, Prairie's Edge Real Estate, Inc., and Timothy W. Anderson and Carol A. Anderson. This document describes a permanent easement for vehicle access and sign purposes across the Parent Parcel to benefit Lot 1, Block 2, JEFFERSON COMMONS SECOND ADDITION. Said easement is as shown on the survey. 15.) Subject to easement for vehicular and pedestrian ingress and egress purposes over part of the subject premises as legally described and contained in that certain quit claim deed in favor of LLC to Prairie's Edge Office Center Association, dated 11- 29 -06, filed 12 -4 -06, as Document No. 1034949. This document describes an easement for vehicular and pedestrian purposes. The legal description provided in said document is ambiguous, therefore, it is not shown on the survey. 16.) City of Monticello Certificate of Subdivision Approval, dated 3- 21 -13, filed 4 -8 -13, as Document No. 1233521. This document approves a simple subdivision of Lot 1, Block 2, JEFFERSON COMMONS FIRST ADDITION into Parcel 1 and Parcel 2. Said document also designates the south 6 feet of Parcel 1 and the north 6 feet of parcel 2 for Drainage and Utility Purposes. Said simple subdivision and easements are as shown on the survey. 17.) Not related to the survey. LAND SPACE DESCRIPTION: That part of Lot 1, Block 2, JEFFERSON COMMONS FIRST ADDITION, according to the recorded plat thereof, Wright County, Minnesota, described as follows: Commencing at the northeast corner of the Southeast Quarter of Section 15, Township 121 North, Range 25 West of the Fifth Principal Meridian, said Wright County; thence South 0 degrees 47 minutes 55 seconds East along the East line of said Southeast Quarter, a distance of 1255.23 feet; thence South 89 degrees 12 minutes 05 seconds West, a distance of 1274.62 feet to the Point of Beginning of the land space to be described; thence North 0 degrees 00 minutes 00 seconds East, a distance of 20.00 feet; thence South 90 degrees 00 minute 00 seconds West, a distance of 33.00 feet; thence South 0 degrees 00 minutes 00 seconds West, a distance of 20.00 feet; thence North 90 degrees 00 minutes 00 seconds East, a distance of 33.00 feet to the Point of Beginning. ACCESS & UTILITIES RIGHTS OF WAY DESCRIPTION: A 20.00 foot wide right of way for ingress, egress and utility purposes over, under and across Lot 1, Block 2, JEFFERSON COMMONS FIRST ADDITION, according to the recorded plat thereof, Wright County, Minnesota, lying between 0.00 feet and 20.00 feet to the left of the following described Line "A" : Commencing at the northeast corner of the Southeast Quarter of Section 15, Township 121 North, Range 25 West of the Fifth Principal Meridian, said Wright County; thence South 0 degrees 47 minutes 55 seconds East along the East line of said Southeast Quarter, a distance of 1255.23 feet; thence South 89 degrees 12 minutes 05 seconds West, a distance of 1274.62 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 20.00 feet; thence South 90 degrees 00 minute 00 seconds West, a distance of 33.00 feet; thence South 0 degrees 00 minutes 00 seconds West, a distance of 20.00 feet to the Point of Beginning of said Line "A" ; thence South 0 degrees 00 minutes 00 seconds West, a distance of 20.00 feet; thence North 90 degrees 00 minutes 00 seconds East, a distance of 104.91 feet; thence North 67 degrees 04 minutes 19 seconds East, a distance of 82.09 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 72.11 feet; thence northwesterly, a distance of 134.57 feet along a tangential curve concave to the southwest, having a radius of 120.00 feet and a central angle of 64 degrees 15 minutes 17 seconds to the northeasterly line of said Lot 1; thence North 64 degrees 15 minutes 17 seconds West tangent to the last described curve and along said northeasterly line of Lot 1, a distance of 326.74 feet; thence North 21 degrees 29 minutes 02 seconds West along said northeasterly line of Lot 1, a distance of 228.34 feet to the southeasterly right of way line of School Boulevard and said Line "A" there terminating. The sideline of said right of way shall be shortened or lengthened to terminate at said southeasterly right of way line of School Boulevard. UTILITIES RIGHT OF WAY DESCRIPTION: A 10.00 foot wide right of way for utility purposes over, under and across Lot 1, Block 2, JEFFERSON COMMONS FIRST ADDITION, according to the recorded plat thereof, Wright County, Minnesota, lying between 0.00 feet and 10.00 feet to the right of the following described Line "B" Commencing at the northeast corner of the Southeast Quarter of Section 15, Township 121 North, Range 25 West of the Fifth Principal Meridian, said Wright County; thence South 0 degrees 47 minutes 55 seconds East along the East line of said Southeast Quarter, a distance of 1255.23 feet; thence South 89 degrees 12 minutes 05 seconds West, a distance of 1274.62 feet to the Point of Beginning of said Line "B" ; thence North 0 degrees 00 minutes 00 seconds East, a distance of 20.00 feet; thence North 27 degrees 02 minutes 35 seconds West, a distance of 25.68 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 160.04 feet; thence North 64 degrees 15 minutes 17 seconds West, a distance of 251.57 feet; thence North 21 degrees 29 minutes 02 seconds West, a distance of 240.60 feet to the southeasterly right of way line of School Boulevard and said Line "B" there terminating. The sideline of said right of way shall be shortened or lengthened to terminate at said southeasterly right of way line of School Boulevard. I. 11aII A 4.00 foot wide right of way for utility purposes over, under and across Lot 1, Block 2, JEFFERSON COMMONS FIRST ADDITION, according to the recorded plat thereof, Wright County, Minnesota, lying between 0.00 feet and 4.00 feet to the right of the following described Line "C" : Commencing at the northeast corner of the Southeast Quarter of Section 15, Township 121 North, Range 25 West of the Fifth Principal Meridian, said Wright County; thence South 0 degrees 47 minutes 55 seconds East along the East line of said Southeast Quarter, a distance of 1255.23 feet; thence South 89 degrees 12 minutes 05 seconds West, a distance of 1274.62 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 20.00 feet; thence South 90 degrees 00 minutes 00 seconds West, a distance of 14.68 feet to the Point of Beginning of said Line "C" ; thence North 38 degrees 45 minutes 17 seconds East, a distance of 68.00 feet and said Line "C" there terminating. The sideline of said right of way shall be shortened to terminate at a line bearing North 90 degrees 00 minutes 00 seconds East from the Point of Beginning. G) 966 _ O %C - Z g66 / /ne 326 4 \FO ✓ /fort 0 20 40 \ � I I ✓ D �, -, FFR Bost r G I 1101 `. F4 R 0 °9e cys Foe SON CO / / SCALE ( IN FEET) o/ty `,\ Foe NS , �ot DETAIL - - - -- - - - - - -; - - -- ; - - -___ N �. Fos 1 q I I I G DiT /0 C N Grass Surface /ON S � 96,> 2 IN , I s I o m � I s >> , �- Existing . 0 �\ ^Q) I �' Transformer 'J IN I � E t7 W 4- T C t Grass Surface / xis Ing a a e ower en el ------------------ Ground E Elevation = 9 969.0 N NAVD88 \\ Bottom o of Painter's Ring = 1 1060.3 N NAVD88 \\ Top of S Stem = 1 1062.8 N NAVD88 \\ Top of T Tank Elevation = 1 1114.5 N NAVD88 \'Top of R Rail Elevation = 1 1119.3 N NAVD88 Tallest A Appurtenance Elev. = 1 1124.9 N NAVD88 c Latitude = N45' 17' 0 06.33" N c Longitude = W93' 48' 4 40.87" N NAD83 I \ I I c • • w Grass O Surface 0 O 0 0 z I I I � T I � I � � I I I D o \ 4 6 - I _ 2 CEO 3 (� I o \ I � I II � I � I ` .Q 1 969 I F- Existing Edge of I I � Water Tank `�\ W 1 - -- 969 E Oo Existing 16' wide \ Access Gate �� -- Existing Overflow \ Pipe \ / X 10 O� /t \ %�, �i W 2 ANN 0 969 < (n /4-- 4' wide Utilities �o c9 � '0 \ �' 0' G On Cg.4 - - - -- \\� 967 n ' ' O Existing Concrete I \ Curb & Gutter I \ 1 \ i i I n 1 1 . I \ 1 � \ O I - L-- - - - -__ \0 \ 1 ; 1 ; � N CV ; i 03 \ \ W ; 0\[ I \\ \ %��^ Right of Way ' o I I \ \ ,, ` ,, j Grass Surface p a) ^\ <�, N I z \ - - -� - -- \ Point of Beginning of 4 wide 6, \\ Utilities Right of Way �� _, �� 'yR /'`, i �` d' 1 \ Also Line C - �'' LLl 1 `14.68-: ° ° 33.00 - -' 00011 \ O O 0- \ 00 S90 °00'00 "W o ° ; - -'- \\ o N LAND SPACE N o I Point of Beginning of 20' wide - - - -- /; "�'`�""`°`- - - - - -- - - - - - -- �g Access & Utilities Rights of Way I I 33.00 -__ ,,_ -' , a2 ; = i - - - - - -- 9 y I S89 °12 05 W 1274.6 Also Line "A" °O 0 1 ' N90 °00'00 "E ,> 0 ° ; -- & Point 10' wide e Utilities Right of N6�0�� �'---- - - - - -- I I 9 Y Line "A" Also Line "B" ------------------------------------ �--------------------------------------------------------------------- I'-' g 69 - -- N90 00'00 "E 104.91 - - -- - - - - -- - _ _ - - O n \o n T H I HEREBY CERTIFY THAT THIS DOCUMENT WAS SHEET 1 OF 2 SHEETS © 2015 WIDSETH SMITH NOLTING SITE NAME. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE I nInic n� TNT eTnTE OF MINNESC�T.!�. MINC HAYWARD WIDSETH SMITH NOLTING rte, z - SIGNATURE. _ FULL SCALE ON 22 "x34" Engineering I Architecture I Surveying I Environmental Wright County, MN No. Date REVISIONS By CHK APPID SHAWN M. KUPCHO, L.S. HALF SCALE ON 11 "x17" FIELD WORK: 8/14/15 1 CHECKED BY: SMK DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 0494A1736.000 �o c9 � '0 \ �' 0' G On Cg.4 - - - -- \\� 967 n ' ' O Existing Concrete I \ Curb & Gutter I \ 1 \ i i I n 1 1 . I \ 1 � \ O I - L-- - - - -__ \0 \ 1 ; 1 ; � N CV ; i 03 \ \ W ; 0\[ I \\ \ %��^ Right of Way ' o I I \ \ ,, ` ,, j Grass Surface p a) ^\ <�, N I z \ - - -� - -- \ Point of Beginning of 4 wide 6, \\ Utilities Right of Way �� _, �� 'yR /'`, i �` d' 1 \ Also Line C - �'' LLl 1 `14.68-: ° ° 33.00 - -' 00011 \ O O 0- \ 00 S90 °00'00 "W o ° ; - -'- \\ o N LAND SPACE N o I Point of Beginning of 20' wide - - - -- /; "�'`�""`°`- - - - - -- - - - - - -- �g Access & Utilities Rights of Way I I 33.00 -__ ,,_ -' , a2 ; = i - - - - - -- 9 y I S89 °12 05 W 1274.6 Also Line "A" °O 0 1 ' N90 °00'00 "E ,> 0 ° ; -- & Point 10' wide e Utilities Right of N6�0�� �'---- - - - - -- I I 9 Y Line "A" Also Line "B" ------------------------------------ �--------------------------------------------------------------------- I'-' g 69 - -- N90 00'00 "E 104.91 - - -- - - - - -- - _ _ - - O n \o n T H I HEREBY CERTIFY THAT THIS DOCUMENT WAS SHEET 1 OF 2 SHEETS © 2015 WIDSETH SMITH NOLTING SITE NAME. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE I nInic n� TNT eTnTE OF MINNESC�T.!�. MINC HAYWARD WIDSETH SMITH NOLTING rte, z - SIGNATURE. _ FULL SCALE ON 22 "x34" Engineering I Architecture I Surveying I Environmental Wright County, MN No. Date REVISIONS By CHK APPID SHAWN M. KUPCHO, L.S. HALF SCALE ON 11 "x17" FIELD WORK: 8/14/15 1 CHECKED BY: SMK DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 0494A1736.000 Point of Beginning of 20' wide - - - -- /; "�'`�""`°`- - - - - -- - - - - - -- �g Access & Utilities Rights of Way I I 33.00 -__ ,,_ -' , a2 ; = i - - - - - -- 9 y I S89 °12 05 W 1274.6 Also Line "A" °O 0 1 ' N90 °00'00 "E ,> 0 ° ; -- & Point 10' wide e Utilities Right of N6�0�� �'---- - - - - -- I I 9 Y Line "A" Also Line "B" ------------------------------------ �--------------------------------------------------------------------- I'-' g 69 - -- N90 00'00 "E 104.91 - - -- - - - - -- - _ _ - - O n \o n T H I HEREBY CERTIFY THAT THIS DOCUMENT WAS SHEET 1 OF 2 SHEETS © 2015 WIDSETH SMITH NOLTING SITE NAME. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE I nInic n� TNT eTnTE OF MINNESC�T.!�. MINC HAYWARD WIDSETH SMITH NOLTING rte, z - SIGNATURE. _ FULL SCALE ON 22 "x34" Engineering I Architecture I Surveying I Environmental Wright County, MN No. Date REVISIONS By CHK APPID SHAWN M. KUPCHO, L.S. HALF SCALE ON 11 "x17" FIELD WORK: 8/14/15 1 CHECKED BY: SMK DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 0494A1736.000 LEGEND 7 MAILBOX � ELEC POLE X WATER VALVE ❑ CATCH BASIN yo WATER HYDRANT SIGN n ELEC METER �- Point of Beginning 7 7 of Land ❑ TELE PEDESTAL �T TELE HANDHOLE O STORM MANHOLE \ G GAS METER AC A/C UNIT ,> >, Also Line B SHRUB 0 GUARD POST GATE POST V V v V CHAIN LINK FENCE SECTION LINE r -' -•.'I; QUARTER LINE - -- RIGHT OF WAY LINE ; BOUNDARY LINE 6 LAND SPACE ---- - - - - -- EASEMENT LINE I� LOT LINE ------ - - - - -- EXISTING EASEMENT LINE UGE— UNDERGROUND ELEC GAS UNDERGROUND GAS FOC— UNDERGROUND FIBER OPTIC - - CENTERLINE a CONCRETE SURFACE BUILDING WALL HATCH rgq to 0 40 80 SCALE ( IN FEET) ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE WRIGHT COUNTY COORDINATE SYSTEM NAD83 (1996) O = DENOTES A FOUND SECTION CORNER MONUMENT = DENOTES A FOUND IRON MONUMENT GRID NORTH 0 °03'04" GEODETIC NORTH H / oyF,, °yF °yF OiyF ovyF or \ \r 5 oy SITE SURVEY o C,iTrpns O so s� \ss` � A� • � \ � F . 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I V Z `\ ;` \ N yF \. ° `i es FLp /'� ° O F T? \Oy \° °yF / \ oyF yF\ n i°/ic J/ F\ y ° CJ� F &F I \ \ °y o �� \ \ ° \ ON', `oyF F /O�F °'yF\ MAGNETIC \ y o � __ yF 48 NORTH Grass Surface 0 \\ \ \ \\ F\ _ yF- _--- - - - - -- 6yF oY O \ \ \ \ A A A A n I /ryF ON- O 11 All \ \ \\ 6-- - - - - -- '� \ F,l'- ge oy \ OyF ON', ON 1 i ! I \\ `iF ` - - - - -- / °yF °yF FR 0 F \ _ -' ` // , Oy \ O \ \ S N Ut• \ \ \ \O F vF \O 1 " =600' VICINITY MAP I \I I I ' / -I- I V L__ I \I 11 \I \ \ � ------------ - - - --, \ v I \ I ` J r ��- SITE -♦ 1 A / ^ / A - - - - -- I , � -1- / _ v v I , I C \ �\ 'Go • DESIGN ° CP ` - -� - -- \ CO / /•ty ° O \r \; \,6�\ r. oyF\ °yF oyF �'10�SFpse \ \ \ F\ o \oy \oyF \ O t yF \ F \ N - - -- \\�\ \, 966\ Gc \ F\� hF OyF per - - - -- - - - - - -- \ \ °yF _ /'� °yF - _ -- t \ v, I °h'F \ F\ \ I` c9s 7- °y ° °yF - ' \ / F yF Existing Concrete \ '�% �T_ i /O 14.) Permanent Access & Sign Easement -� `�\ \ \G� �,\ �'�/ i \ o F \ ON', �•urb & Gutter O O y F per Document No. 1027001 yF yF� o \ ' T - \\ eit4�d9e o f - O c ` , / 0/y yF \ ovy \ \ °h'F / i' °h', FC,`96' /hOUS �\\ - yF \_ CA/k. F \ \ Ci r� \ FF pste Grass Surface h'F I °h'F F i '961>, �1 Gqs \ FoC RSp r/y /. �\ \ olyF / ON', \ / F\ '��.i �� \ \FO 00 O O/ CO �� oyF\\ oyF oy OyF / / oy O I Grass Surface I y I I� \C '�S t 7 i O ovy F F ON F\ , cq\ �� ejOCk i' h,F °'�'F \oyF / ,'' \ 6 �\ C 00 2 O I T N64 J ,``` \ a rT /01' %i °h,F oyF oyF yF\ �O T. \ / oyF C >// O� _ Oh'F ey g6 ` �,' ��\ G � '' t, / �''dGrass Surface °1yF \\\ es Rjgcces OyF / // \oyF \ oyF - -- ry 9 S _ /. \ \ 6- t / 1 I 0 O \ `\ \ S GC - ~ I \ \ \ °L' �/Oy / i �OyF C�k s �j O/yF °yF �- -- 1 a) L_ I �� C / o d p \ I 9 cn O �' - - - --I i -_-__ y.`` ` � ,�. /' / l ��O �/ der °yF I� 6, O U O �� \�� \ �� /' op Of Oe�at /o T ° V� - - -- iI i ` w F- ; I / p S /0 er C O ZO p G� i 961 �` / �' T °p °� T �er}� p/� \ yF Existing ; i I \\ +_� Q 1 �' °�` R Qr)/f erS der \ °h'E Building r I \ w I I/ fat eSA� Oj/ /F /e p \ O 1 \ LL LL. cn - i ' ��� < Ll �0 Ode ppc, e�q t�oh 6g `� W w' -___ -- / 9� S hgjt[4 'te/� �/p 70 • 0 Existing � Grass Surface \ �F d O '� 10 603 OyF - -- i i Transformer LL ' r i I `\ e\ Cce 96� O FT F/ 1 162 Nq \ Q I -' -. - \W 967- ds - -- '9 et, 111 Sg /�/4 0 8 y I I 0 ao co _ I I, — �\ \ -( \ 96� X93 /,' 1121'- 3 N q l/0)88 O F\ - rn 0 I / C 96 �\ Gqs `/8' C6 3 9 // q X08 8 °'yF 0 - -- i I 969 , \ //' yYp - 'HOC ��� Q0 (91> tiq VQ8 8 Q` TI — ` �� /777, I I \\ I i / / / E 0 / /n\ \^\ ;i - \�I O \\\\ " l/OS 8 I I I I L -7 ---- - - - - -- - - - - - -J I , 0 LJ__ LJ_J , / (p I \ I i � ✓ I I i J i \\ I / \\�� �3 T r1- r -- r -- 1r -- r . -. ^, n I � n r -, r -, I -T- I ^, n I LJ__ ♦- , \ I I I L� L_ L_ 1L_ ` I 6a '- r�S1 �6 �� A\ I I I I I I I\\: I I \ I I I I I 11 I , 1 I �I ✓ `�' / /- -� I , I , I I I , 1 T / / , , \ � � / \ L � L � I I I _- I V Existing Building i I \ -� 10 \ �`��;' �' \ ' On �20� z \ Point of Beginning of 4' wide I 7 7 I Utilities Right of Way \ a, Also Line „C„ \\ / SEE DETAIL PID: 155 - 176 - 002010 '10\C1 / \ -- - I / 1 (p ,—:1 la A A n \\ � _CITY OF MONTICELLO ; I // Grass Surface \ `� I (p '\ n�1\ n I \ I \ ! \ �- J i \\ I Qi I I II\/ /11 11 \I ;i , \\ `\ -\ 1 T \ ', Grass Surface LAND I /' r' H I Point of Beginning of 20 wide _ �-.- ° i S89 °12 05 W 1274.62 Access & Utilities Rights of Way SPACE _,_--- - - - - -- ----- >_-------------------- - - - - -- \V - - - -- , ' �- Also Line "A" r- Existing I r I Keypad 1 - I 16.) 6' wide Drainage & Utility Easement - -N i i SEE DETAIL ° $ -- -' � Line "A" --\ -- I _ ;,- South line I per Document N o. 1233521 ``�\ I L- - -- ----- - - - - -! --------- � - - - -- - - p `�\ 1 i . 961 / - - -- i- - -- _' car of Parcel 1 �.i ` 691 - SURVEYOR NOTES: L- - - _ - -- _ r. -_ _:; _ _ _ - =' - -' - - - - -- I g Y 16.) 6 wide Drainage & Utility I Easement per Document No. 1233521 \ 0 I �LQ �N Ld -z O N a� Q c � o U � � v� a N U -C Q) O � N Ln u7 N w V) t 0 Q) V) 0 w L- 1.) Utilities are per observed evidence, GOPHER STATE ONE CALL Locate Request Ticket 152221839, dated August 15, 2015. 2.) The Proposed Land Space together with all Access and Utilities Rights of Way are within the area described in the Property Description contained herein. SITE NAME: MINC HAYWARD Wright County, MN No.I Date FIELD WORK 8/14/15 -------- %-------- - - - - -- \- ------------ I------------------- - - - - -- `O Grass Surface \ I r -- I r -. -T- I _\ \ I \ �- Point of Beginning 7 7 of Land Space p I I Existing 0' g wide -'I & 10 wide Utilities Right Of `\ 1 Way Existing 27' wide -" 16 I Sliding I Gate ,> >, Also Line B I Sliding Gate - I r -' -•.'I; Existing Generator -� SEE DETAIL ; 6 I� Existing I\ 1 A ,, r -, 'I/ I -T- n I Existing Building Building I I /- -+ I 1 1 1 I I I 1 I! \ I / \L �' L I HEREBY CERTIFY THAT THIS DOCUMENT WAS SHEET 2 OF 2 SHEETS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE:' '_ FULL SCALE ON 22 "x34" REVISIONS By CHK APP'D Onr -MIN M. KUPCHO, L_ -D. HALF SCALE ON 11 "xII CHECKED BY: SMK DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 0494A1736.000 I9 N QD QD N w in Ln O i0 O Southeast corner of the SE 1/4 of Sec. 15, Twp. 121 N, Rng. 25 W \ I I I © 2015 WIDSETH SMITH NOLTING WIDSETH SMITH NOLTING Engineering I Architecture I Surveying I Environmental WSB B.li d tE Sacy — your e.i,ac ; 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 Fax: 763 -541 -1700 May 3, 2016 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Verizon Wireless Antenna at Jefferson Commons Water Tower Construction Documents Plan Review City Project No. ZVERIZ- WSB Project No. 02596 -190 Dear Ms. Schumann: The construction plans submitted by Verizon Wireless, Rev C dated 2/16/16 and the structural evaluation report completed by Ulteig Engineers, dated April 15, 2016 have been reviewed by Badger State Inspection, LLC and WSB's structural engineer. Their review letters are enclosed. In addition to their review, we offer the following comments: 1. Exhibit B to Site Lease Agreement between the City of Monticello and Verizon Wireless (VAW) LLC shall be revised so that the utility easement shall be located a minimum of 15 feet from the drip edge of the tower per Badger State Inspection's recommendation letter (item #3). The legal description and exhibit drawing shall be revised. In addition, the exhibit shall note the Lessee access and utility access as an "easement" not as "right of way ". 2. The site plan, grading plan and site survey shall show the existing sanitary sewer, watermain and storm sewer utilities as identified on the enclosed as -built drawings. 3. A preconstruction meeting shall be arranged with the Building Official prior to work commencing. The City's utility superintendent, Badger State Inspection representative and Fibernet representative shall be present at the meeting. 4. 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'o ffi #3wb :�oogzLLw N <�m .. ....... Na u ".s63Ceroi g ..��. z98"Ua ..`. ... I. 0 .'. PP'>0+9V15 . . �d . . . .. . . . . F ... ....:.. ._ 9896 U .. �i '.. 1....... �. 9'596 � { UnoNv d.97.. .1.. ... .... .. .... ... N o i P 00 L> 'tl1S � i� ; i'C9B V 0. rc // / '(inoc I ....- .+�.,rc:..,_....e.'•.,¢„- .,.yti/. TOW OV ... el 961 T a S / �/ fi•�.ai +R kf� /Wi� % 1yy 113 ` `^ �°s � m N ..,. .. ..,.{ �.. .. Q o:a6 , Y'995.. I µI�IIF drcti 'I LL N�OV�i USY ly t NO+a `\t /���J![1•�� lI L6 v 006.. ;. t. o `t KCaF9 I `w (1f�ONtl3l0,ea in I p 1 II �I I — I I y 3JN835 LMV 'd'I'0 .4 ! I I 3'L96�1 g .. OWO, 1 Z'b96 . . Q Ix b'Y99 41 a3 0 ?I 6'998 ';I ... ... ... . ..� I � �. a_,."x• —._ `.���: I \sue\ Y1\ \: :`'. I b�� ... .... r,so6 . `� $. �\` \ :.. ... ........ ... ... .... ... . \ 4v \ 3 .......... I O N O O N F BADGER STATE INSPECTION. LLC Water Tower Specialist / Antenna, Evaluations, Inspection P.O. Box 157 Osseo, WI 54758 715 -533 -8686 April 28, 2016 Shibani Bisson, P.E. By e -mail only Municipal Senior Project Manager 505 Walnut Avenue Ste 1 Monticello, Minnesota 55362 -8822 RE: Initial Review of the Proposed "New" Verizon Antenna Installation on the School Blvd Water Tower Located in the City of Monticello, Minnesota. Verizon Project Number: 20151251797 Site Name: MINC Hayward WSB Project Number: BSI Project Number: WI 1275 Dear Ms. Bisson: Thank you for providing Badger State Inspection (BSI) with the opportunity to assist the City of Monticello with this project. It appears that this new Verizon installation and consists of installing a new prefabricated equipment shelter with a generator, burying three (3) 4" PVC coax conduits from the shelter to the tower, installing three (3) Hybrid cables, twelve (12) antennas (4 per sector), three (3) distribution boxes, twelve (12) RRUS, a cable penetration through the drywell tube, and associated jumper cables, brackets and hardware. BSI has reviewed the Rev C drawings dated 02/16/2016 drawings provided by Verizon regarding the proposed antenna installation and we have the following observations and recommendations to forward to Verizon: 1. Drawing T -1 In the Contacts Column Add the Following Under Lessor Contact: Matt Theisen Water & Sewer Superintendent 505 Walnut St, Suite 1 Monticello, MN 55362 (763) 271 -3274 2. Drawing T -1 In the Contacts Column Add the Following Under Third Party Inspector: Badger State Inspection Kelly Mulhern P.O. Box 157 Osseo, WI 54758 (715) 533 -8686 kmulhern @badgerstateinspection.com 3. Drawings A -1, ALL, A -2 and U -1: Relocate the utility easement a minimum of 15 feet from the drip edge of the tower (tower shell). By moving the underground utilities away from the tower so they will not interfere with contractor burying anchors for future tower reconditioning containment systems. 4. Drawing A -2 Enlarged Site Plan: Please provide specifications on the generator that will be installed inside the generator room. 5. Drawings A -2, A -5 and G -3: Please add the Following Note: All piping from the shelter shall be made of non - corrosive material and be able to withstand projected heat from the generator exhaust. Provide detail of the generator room exhaust lines and fuel lines. 6. Drawing A -4 Tower Elevation Detail 2 Add the Following Note: Install rubber boots to ensure the openings on the top of the drywell tube are 100% waterproof. 7. Drawing A -5 Foundation Plan & Details under Detail 2 and all other Details Showing a Wood Stoop: Replace the Wood Stoop with a Concrete or galvanized Steel Stoop. 8. Drawing A -6 Detail 5 and 6 add the Following Note: Install caps or rubber boots to the conduit openings. 9. Drawing A -6 Detail 2 Cable Bridge Section, ass the Following Note: Paint the exposed PVC pipes to closely match building color. 10. Drawing A -7 Outline Specifications under 01 700 Clean up & Close out Add the Following: At the completion of the installation, Verizon shall be responsible for providing the City of Monticello with a clean set of as -Build drawings. It is the contractor's responsibility to document and report any changes made during construction so the work is accurately shown on the as -built plans. Record plans need to be clearly labeled as "Record Plans ". 11. Drawing A -7 Outline Specifications under 02 9000 Landscaping: Add Contractor 2 shall plant the trees per the instruction noted on Drawing A -7 Detail 2. Also Include the contractor shall warrant the trees for 2 years. 12. Drawing A -7 Outline Specifications under 09 9000 Painting: Remove the painting instructions and refer them to the painting instructions on Drawing A -8. 13. Drawing A -7 Outline Specifications Add under Warranty: The contractor shall warranty the workmanship on the site for a period of 1 year from the date of the project acceptance by the owner. This will include all workmanship, welding and painting (including color match). 14. Drawing A -7 Outline Specifications Add the Following Note: It should be noted that nothing installed should interfere with normal operation or use of the tower. 15. Drawing A -7 Outline Specifications Add the Following Note: The Verizon installation should be in compliance with all OSHA regulations. All violations noted by the City of Monticello as a result of this installation, shall promptly be repaired by Verizon. 16. Drawing A -7 Outline Specifications Add the Following under Labeling: Please provide a label on the door of Verizon's equipment building to clearly identify Verizon's contact information. Labels or tags should also be added to Verizon's coax cables at the bottom of the tower and behind each antenna. Labels should also be added to the RRUS, Sector and main distribution boxes. This will help the owner identify Verizon's equipment if there becomes an issue with the equipment. Information on the label should include but is not limited to the following: a. Verizon b. MINC Hayward 17. Drawing A -7 Outline Specifications Add the following Welding Instructions: All areas welded shall be ground smooth or radiused as directed by the Engineer. The welding will be welded by a skilled, certified welder under the direction of the ENGINEER. The welders shall be certified in conformance with ASME Section IX and shall submit current copies of the welder's certificates to the ENGINEER and the OWNER. The repaired areas shall conform to the surface preparation requirements of NACE Standard SPO178 -2007, NACE Weld Preparation Designation "C ". 3 No welding over coated steel surfaces is permissible. The CONTRACTOR IS RESPONSIBLE TO ADEQUATELY REMOVE ALL COATINGS BEFORE WELDING. Welding Procedures: All field welding shall be in accordance with ASME Section VIII, Division 1 and AWWA D- 100 -05. The location, type, size, and length of all welds shall be as shown on approved drawings. All field welds shall be of the manual shielded metal arc type. Welding shall not be done when the surface temperature is lower than 35 degrees Fahrenheit, when surfaces are wet, or when welders are exposed to inclement conditions. The CONTRACTOR shall submit all welding procedures to the ENGINEER for Approval prior to the preconstruction meeting. Certification and Tests: CONTRACTOR shall, upon request from OWNER, provide certification in writing that all welds are in conformance with these drawings and that any weld failure, defect and/or all damage relating there from will be repaired or replaced to the satisfaction of OWNER at no cost to OWNER. OWNER reserves the right to have all welds tested. Tests will be paid for by OWNER; however, in the event that work is defective, CONTRACTOR shall pay for the tests and shall replace all faulty work with work that complies with this Specification. 18. Drawing A -8 Painting Specifications Please Add to Paragraphs ka. and m the Following Note: Contractor to verify the exterior color prior to painting. 19. Drawing S -1, S -2, S -3, S -4 and S -6 please add the Following Note: All metal parts in contact with the tower must be 100% vinyl coated (except threads on bolts) to protect the tower coating. These include but are not limited to crossover plates, angle adapters, expansion rings, clamped pipe mounts, U- bolts. A source for these products is KOR1 products or approved equal. Contact them at www.korlllc.com. 20. Drawings S- 1Proposed Plan View Please add the Following Note: The contractor is to field verify location of all penetrations, and cable route with the owner's 3rd party inspector. 21. Drawing S -2 Sections and Details under Detail E: Revise the drawing to show the weld of the pipe penetration centered with the tower drywell tube wall. In other words 50% of the collar shall be located on each side of the drywell tube wall. 22. Drawing S -3 Detail A Add the following note: Add the note: Install rubber or neoprene behind each expansion ring. 23. Drawings S -4 and S -4 and any other drawings that contain bolted attachments Add the Following Note: Include plastic washers on all bolted attachments. 24. BSI also recommends that the City request a copy of the results of the radio 4 frequency study indicating that the proposed antennas will not affect the RF of other carriers on the tower. It appears that Design 1 is responsible for the plans. BSI is requesting a response letter from Verizon that details the location of the changes to the drawings and provides answers to questions brought up on the review letter. The changes to the drawings should be made with balloons around them and on then remove the balloons once the drawings are approved. These recommendations should be incorporated into the construction drawings and an updated copy provided for our review, in addition to the one provided to the City of Monticello. Following final review and approval, a preconstruction conference with Verizon, their contractor and subcontractor(s), the City of Monticello, and BSI should be scheduled to discuss the construction. Prior to construction, the contractor should provide welder's qualification certificates for our review. It should be relayed to the contractor that BSI will be inspecting the shop painting, welding, field installation, and field painting for this project. The contractor will need to contact BSI to schedule both field and shop inspections. If you have any questions, feel free to contact me at 715 -533 -8686. Sincerely, X- I ��/ C, /4 // - Kelly C. Mulhern Owner Badger State Inspection, LLC. 715 -533 -8686 CC: BSI Office File c:\kcm\BSI\2016 Antenna \WI 1275 Monticello, MN \School Tower\ Verizon New installation\Review Number 1, 04 -28 -2016 \,doc 5 rl/ERIZ�N 1NIRELESS MINC HAYWARD NEW BUILD AREA MAP v ��.oLKRIyE NORTH MONTICELLO '� ANNANDALE SITE ANOKA .BUFFALO 'j0' iiss' N. 35W" io OSSEO• Pms ROCKFORD • �% 694' 2 12 DELANO dB9 694 HOWARD LAKE 494 100 - 35W 12 941, `36' tz 3 394 WATERTOWN PKIr S MINN •PDLIS • tss ioo f35W' E %CELSIOR • 494 62 62 LESTER PRAIRIE EDE PRAIRIE 494Y WACONIA ` -'- 3 W' � CHASKA 1272 1? MINNESOTA ' i77� Riven 135E7 GLENCOE ,.� _212_r —�. ���� SAVAGE ` NORWOOD/ YOUNG AMERICA 'L69 BURNSVILLE• DIRECTIONS FROM BLOOMINGTON RNC: HEAD WEST ON W 108TH ST/ W OLD SHAKOPEE RD FOR 1.0 MI. TAKE US -169 N FOR 3.7 MI. TAKE THE EXIT FOR 1-494 W FOR 17.7 MI. TAKE EXIT 27 TO MERGE ONTO I -94 W TOWARD ST. CLOUD FOR 23.4 MI. TAKE EXIT 193 FOR MN -25 TOWARD BUFFALO /MONTICELLO. TURN LEFT ONTO MN -25 S FOR 0.9 MI. TURN RIGHT ONTO SCHOOL BLVD FOR 0.3 MI. SITE WILL BE ON YOUR LEFT AT THE MONTICELLO WATER TOWER. GENERAL NOTES VICINITY MAP 193 E 7TH EXIT RD NORTH 1. In the event that Special Inspections are not performed in compliance with the contract terms, bid specifications and /or specified form, the General Contractor will be liable for all damages, construction performance, failures, and corrective actions related to the same. 2. The following general notes shall apply to drawings and govern unless otherwise noted or specified. 3. The work delineated in these drawings and described in the specifications shall conform to codes, standards and regulations that have jurisdiction in the state of Minnesota ,and the city of Monticello. 4. Requirements and regulations pertaining to R.F. safety codes and practices must be incorporated in the work even though they may not be listed individually and separately in either the drawings or the specifications. 5. Compare field conditions with architectural and engineering drawings. Any discrepancies shall be directed to the Architect for clarification prior to fabrication and /or construction. Submit necessary shop drawings prior to fabrication for approval by the Architect. No information or details on these sheets may be used without the permission of the owner, or the architect. 6. Do not scale drawings! 11" x 17" drawings to scale 24" x 36" drawings scale multiply by 2 7. Unless otherwise shown or noted, typical details shall be used where applicable. 8. Details shall be considered typical at similar conditions. 9. Safety measures: The contractor shall be solely and completely responsible for the conditions of the job site, including safety of the persons and property and for independent engineering reviews of these conditions. The Architect's or Engineers' job site review is not intended to include review of the adequacy of the contractor's safety measures. 10. Within these plans and specifications, "Owner" implies VERIZON WIRELESS. 11. The work is the responsibility of the general contractor unless noted otherwise. 12. The terms "contractor" and "g.c." refer to the owner's general contractor and the general contractor's sub - contractors. It is the general contractor's responsibility to determine the division of work among sub - contractors. 13. The general contractor is responsible in obtaining necessary public and private underground utility locate services prior to start of excavating /construction. SHEET INDEX SHEET SHEET DESCRIPTION T -1 PROJECT INFORMATION, MAPS, DIRECTIONS, AND SHEET INDEX A -1 SITE PLAN, DETAIL INDEX, &PHOTOS A -1.1 GRADING PLAN A -2 ENLARGED SITE PLAN A -3 COAX AND ANTENNA KEY, NOTES, AND DETAILS A-4 TOWER ELEVATION, ANTENNA MOUNTING DETAIL A -5 PREFAB SHELTER PLAN, ELEVATIONS, NOTES, AND DETAILS A -6 CABLE BRIDGE DETAILS, PHOTOS, AND MISC DETAILS A -7 OUTLINE SPECIFICATIONS A -8 PAINTING SPECIFICATIONS G -1 GROUNDING NOTES AND DETAILS G -2 GROUNDING PLAN AND NOTE KEY G -3 GROUNDING ELEVATIONS U -1 UTILITY PLAN, HAND HOLE DETAIL, AND NOTES S -1 to S -7 STRUCTURAL PLAN, NOTES, AND DETAILS 1 & 2 SURVEY GENERAL NOTES STRUCTURAL PROJECT INFORMATION SITE NAME: MINC HAYWARD PROJECT NUMBER: 20151251797 LOCATION CODE: 387832 SITE ADDRESS: SCHOOL BLVD OPERATIONS MONTICELLO, MN 55362 COUNTY: WRIGHT LATITUDE: N45° 17' 06.33" (NAD83) LONGITUDE: W93° 48' 40.87" (NAD83) GROUND ELEVATION: 969.0' AMSL (NAVD88) ANTENNA TIP HEIGHT: 1123.0' AMSL - 154.0' AGL ANTENNA CENTERLINE HEIGHT: 1119.0' AMSL - 150.0' AGL OVERALL STRUCTURE HEIGHT DRAWING BASED ON SITE DATA FORM DATED: OCCUPANCY: BUILDING TYPE: SITE AREA: ROOF LOAD: 1124.6' AMSL - 155.6' AGL 09 -09 -15 S -2 V -B 33' -0" X 20' -0" = 660 S.F. LIVELOAD = 105 PSF PARKING: PROVIDED ESTIMATED COAX RUN: (1) 6RRU HYBRID CABLE 300' LONG ('X' SECTOR) (1) 6RRU HYBRID CABLE 280' LONG ('Y' SECTOR) (1) 6RRU HYBRID CABLE 280' LONG ('Z' SECTOR) PROJECT DESCRIPTION: INSTALL THE PROPOSED PREFAB EQUIPMENT SHELTER AT GRADE AND THE ANTENNAS ON THE RAILING OF THE MONTICELLO WATER TOWER TO IMPROVE COMMUNICATION SERVICE IN THE MONTICELLO, MN AREA. VERIZON WIRELESS DEPARTMENTAL APPROVALS DESCRIPTION NAME DATE RF ENGINEER VICTOR DUROSOMO 10 -08 -15 OPERATIONS RON SIMMONS 10 -08 -15 MANAGER ALL BLOOMINGTON, MN 55438 CONSTRUCTION STEVE COLLIN 10 -12 -15 ENGINEER COMPANY CONTACT: 1518 CHESTNUT AVE SURVEYOR: MINNEAPOLIS, MN 55403 LESSOR /LICENSOR APPROVAL SIGNATURE PRINTED NAME DATE LESSOR /LICENSOR: PLEASE CHECK THE APPROPRIATE BOX BELOW NO CHANGES. � CHANGES NEEDED. SEE COMMENTS ON PLANS. ISSUE SUMMARY REV. DESCRIPTION SHEET OR DETAIL A ISSUED FOR REVIEW 10 -07 -15 ALL B ISSUED FOR PERMITS 12 -07 -15 ALL C ISSUED FOR PERMITS 02 -16 -16 ALL BLOOMINGTON, MN 55438 RON REITER (612) 720 -0052 POWER UTILITY XCEL ENERGY COMPANY CONTACT: 1518 CHESTNUT AVE SURVEYOR: MINNEAPOLIS, MN 55403 CONTACTS LESSOR /LICENSOR: CITY OF MONTICELLO 505 WALNUT ST, SUITE 1 ARCHITECT: MONTICELLO, MN 55362 WAYNE OBERG 763 - 271 -3211 LESSEE: VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 RON REITER (612) 720 -0052 POWER UTILITY XCEL ENERGY COMPANY CONTACT: 1518 CHESTNUT AVE SURVEYOR: MINNEAPOLIS, MN 55403 MIKE PRATT (763) 273 -7963 ��\ /// �.� �R�.. ��.Dq L% 0������� ���������� ; �" ; LICENSED ARCHITECT /`` +, 12427 "�` I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 i�_!. ,1 ���. Date DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952)903 -9299 W W W.DESIGNI EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612)720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD TELCO UTILITY T.B.D. COMPANY CONTACT: SCHOOL BLVD MONTICELLO, MN 55362 T -1 SHEET CONTENTS: ARCHITECT: DESIGN 1 OF EDEN PRAIRIE, LLC. CONTACTS 9973 VALLEY VIEW ROAD ISSUE SUMMARY EDEN PRAIRIE, MN 55344 SHEET INDEX (952) 903 -9299 DEPARTMENTAL APPROVALS SURVEYOR: WIDSETH SMITH NOLTING LESSOR APPROVAL 610 FILLMORE STREET - PO BOX 1028 PROJECT INFORMATION ALEXANDRIA, MN 56308 -1028 AREA &VICINITY MAPS 320 - 762 -8149 GENERAL NOTES STRUCTURAL ULTEIG ENGINEERS DRAWN BY: TRD ENGINEER: 5201 E. RIVER ROAD, SUITE 308 DATE: 09 -15 -15 MINNEAPOLIS, MN 55421 CHECKED BY: CDB (763) 571 -2500 REV. A 10 -07 -15 REV. B 12 -07 -15 GEOTECHNICAL T.B.D ENGINEER: REV. C 02 -16 -16 T -1 2 ACCESS FROM SCHOOL BLVD SCALE: LOOKING SOUTHEAST EXISTING WATER TOWER 3 SCALE: LOOKING SOUTH °yf GENERATOR TYPE: DIESEL DETAIL INDEX h f yf FROST DEPTH DETAIL DETAIL DESCRIPTION °yf Oy \ OyFf �Oyf DESIGN = 4' -0" SHELTER PREFABRICATED EQUIPMENT SHELTER Vz12.12 -4C e Oy \ py f \ OyF o yf \ 1.1 BOLLARD DETAIL °Nf 2.1 FENCE SECTION 3.1 CABLE BRIDGE SECTION he \ Oy \ pyF °yf \ f °yf c \ Nf \�hf\ 4.1 CABLE BRIDGE ELEVATION 6.1 GATE DETAIL Oy f f \ o V V\II�rL O \ °ti` g�V \ °HF 8.1 TELCO ENTRY DETAIL Olt X962 �� 9.1 CMPH DETAIL \ S °yf °O pF963� �V 10.1 ONE -LINE ELECTRICAL RISER DIAGRAM 9 11.1 GROUNDING DETAILS O - 964 -- \ \ \ �y f \ °hF \ 12.1 ELECTRICAL H -FRAME DETAIL (DETAIL 2) �yf Oy f - - - A oti� — EXISTING PUBLIC _ Q' RIGHT OR WAY Oyf °yf ON- EXISTING 6' WIDE DRAINAGE \ \ Nf \ \ OyF \ Oy£\ & UTILITY EASEMENT, TYP o \ Z\ pyf \Oyf hf�� \ \oyf °yf\ EXISTING OH °yF� oyfRANSMISSION EXISTING BITUMINOUS DRIVE 66� n \oyf f \Oy Oyf\ �yf\ CCC�Oyf LINES, TYP LESSEE 20' WIDE ACCESS do UTILITIES RIGHTS OF WAY 0'r LESSEE 10' WIDE UTILITIES °yf RIGHT OF WAY 66'6f \ o EXISTING BUILDING----____� PROPOSED BITUMINOUS DRIVE EXISTING APPROACH 4 SCALE: LOOKING SOUTH c \ yf oy \ Gqf g66. \ NF O F \ \, -966 - \ LESSEE 10' 96� WIDE UTILITIES I RIGHT OF WAY�y see PROPOSED PREFAB EQUIPMENT SHELTER COMPOUND, SEE A -2 '966' 969'\ Ep"e-sA x A !t•1!) 1t/tt:!!s• • ft+ g ?• *•!!t•♦tlitr)tllf[Ntif)ltR)t UTILIZE I' LESSExE 33, X 20 CURB APPROACH EMSTING LAND SPACE \�96j \\ L, II EXISTING PROPERTY LINE EXISTING BUILDINGS I TH- S I T E PLAN GRAPHIC SALE SCALE: 1" = 100' 6 so• 100' j..DA ors LICENSED ARCHITECT 12427 e . �i ``\ I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 M!. ,1� Date: DESIGN -hL 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNIEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: SITE PLAN DETAIL INDEX PHOTOS DRAWN BY TRDI CDBI REV. B 12 -07 -15 REV. C 02 -167 A -1 EXISTING WATER TOWER I PROPOSED ANTENNAS MOUNTED ON HANDRAIL, SEE A -4 LESSEE 4' WIDE II CABLE EASEMENT PROPOSED PREFAB EQUIPMENT SHELTER COMPOUND, SEE A -2 '966' 969'\ Ep"e-sA x A !t•1!) 1t/tt:!!s• • ft+ g ?• *•!!t•♦tlitr)tllf[Ntif)ltR)t UTILIZE I' LESSExE 33, X 20 CURB APPROACH EMSTING LAND SPACE \�96j \\ L, II EXISTING PROPERTY LINE EXISTING BUILDINGS I TH- S I T E PLAN GRAPHIC SALE SCALE: 1" = 100' 6 so• 100' j..DA ors LICENSED ARCHITECT 12427 e . �i ``\ I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 M!. ,1� Date: DESIGN -hL 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNIEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: SITE PLAN DETAIL INDEX PHOTOS DRAWN BY TRDI CDBI REV. B 12 -07 -15 REV. C 02 -167 A -1 T- I i I i I I I I I I I I I I v \ \ I I I I � I / / ) I I I � I I I I ( � a v� I \ o < �41, /// / 41 / ,,/, 969.0' 968.3' A x 968.0' a- a , 968.1' r DRIVE R i 968.3' f DRIVE f 968°5' 96 PROPOSED _ --.Noy= 968.0' '- i / i i i i i i - L-- - - E-1 Oo ti / GRADING PLAN GRAPHIC SCALE SCALE: 1/16" = V -0" 0 1 8 s ,, � .fie• •.•. 1. , NOTE: CONTRACTOR TO COORDINATE LICENSED PUBLIC AND PRIVATE UTILITY LOCATES ARCHITECT — PRIOR TO CONSTRUCTION START. `. 12427 — NOTIFY THE ARCHITECT AND THE VZWQ� OF ANY UTILITY LINE ISSUES. CONSTRUCTION ENGINEER IMMEDIATELY I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 DRIVE EDGE ELEV 968.5' J DRIVE CENTER ELEV 968.65' ss8.7' 969 969.0' • •: I I \ M cocci Gc NORTH �9 Signed: 11 -24 -15 Date: DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGN1EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 PROJECT 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: GRADING PLAN DATE: 09 -15 -15 \ I CDB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 \ I, LO I I I I I / / ) I I I � I I I I ( � a v� I \ o < �41, /// / 41 / ,,/, 969.0' 968.3' A x 968.0' a- a , 968.1' r DRIVE R i 968.3' f DRIVE f 968°5' 96 PROPOSED _ --.Noy= 968.0' '- i / i i i i i i - L-- - - E-1 Oo ti / GRADING PLAN GRAPHIC SCALE SCALE: 1/16" = V -0" 0 1 8 s ,, � .fie• •.•. 1. , NOTE: CONTRACTOR TO COORDINATE LICENSED PUBLIC AND PRIVATE UTILITY LOCATES ARCHITECT — PRIOR TO CONSTRUCTION START. `. 12427 — NOTIFY THE ARCHITECT AND THE VZWQ� OF ANY UTILITY LINE ISSUES. CONSTRUCTION ENGINEER IMMEDIATELY I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 DRIVE EDGE ELEV 968.5' J DRIVE CENTER ELEV 968.65' ss8.7' 969 969.0' • •: I I \ M cocci Gc NORTH �9 Signed: 11 -24 -15 Date: DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGN1EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 PROJECT 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: GRADING PLAN DATE: 09 -15 -15 CHECKED BY: CDB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 A -1.1 PROPOSED ARBOR VITAE TO MATCH EXISTING, TYP OF 6, SEE A -6 EXISTING VEGETATION ol EQ. i i i EXISTING FENCE & GATE LESSEE 4' WIDE CABLE EASEMENT (3) PROPOSED 04" UG PVC CONDUIT NOTE: CONTRACTOR TO COORDINATE LICENSED TO TOWER, SEE A -6. APPROX 80 LF PUBLIC AND PRIVATE UTILITY LOCATES ARCHITECT = PRIOR TO CONSTRUCTION START. 12427 NOTIFY THE ARCHITECT AND THE VZW viQ: FFE= r,E \ ,,��i,�i/ CONSTRUCTION ENGINEER IMMEDIATELY OF ANY UTILITY LINE ISSUES. PROPOSED CHAIN LINK FENCE W/ NO BARBED WIRE, MATCH / // / EXISTING, SEE DETAIL INDEX / ,j j// j// i I hereby certify that this plan. / /, , specification or report was 7' -3" /j , /, prepared by me or under my direct / //, ` supervision and that I am a duly �j registered Architect under PROPOSED CONCRETE / /� ,� /,�� / / the laws of the State of Minnesota. PAD AROUND SHELTER, // // / / /j/ ` ROBERT J. DAVIS, Reg. No. 12427 —SEE A -5 — — ` - f7/7—�7L x x x x x x x x x x PROPOSED CABLE j' I signed: _ `i w I / / BRIDGE, SEE A -5 w 11 -24 -15 PROPOSED METER & I Date: DISCONNECT, SEE U-1 + + W QI DESIGN O d x U 0 0 al 9973 VALLEY VIEW RD. N Z 6 L++I EDEN PRAIRIE, MN 55344 S w ( o I (952) 903 -9299 + = I x I -N cv of WWW.DESIGN1EP.COM N I U I az x I PROPOSED FIBER OPTIC HAND HOLE, SEE U-1 ' VERIZON + WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 21' -9 1/2" 4' -0" SHELTER GATE 0 2' -0" V -5" 2' -0" 3 W } PROJECT 31' -2 1/2" `ol o z_° `30 3 20151251797 cm CONCRETE PAD a s N o LOC. CODE: 387832 °?o 0 o rn w W w" MINC 33' -0" o m N a LAND SPACE HAYWARD I I 0 I -- -- -- _ SCHOOL BLVD MONTICELLO, MN 55362 31' -2 1/2" ol EQ. EQ. -' ' - t NORTH SHEET CONTENTS. ENLARGED SITE PLAN DRAWN BY TRD DATE: 09 -15 -15 CHECKED BY CDB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 ENLARGED SITE PLAN GRAPHIC SCALE 1 SC 1/8" = -0" 0 a e ALE: 1' A-2 ANTENNA KEY EQUIPMENT CABLE KEY 80' -0" AZIMUTH POSITION FUNCTION QTY MANUFACTURER MODEL MOD ANTENNA ANTENNA ANTENNA ELEC MECH QTY I COAX MANUFACTURER MODEL DIELECTRIC DIAMETER I RUN TYPE LENGTH TIP CENTER DOWNTILT DOWNTILT TYPE (INCH) (FEET) 50' 1.1 SPARE_ 1 JMA X_7CQAP -86- 8_65_ -V 96" 154.0'_ 150.0' 0° WITH MATCHED LOAD___________ - 1.2 SPARE - 2ND PORT _SPARE_ SPARE _ - - __0° - -__- _TERMINATE T_ER_MINA_TE_WITH MATCHED_L_OA_D _ 1.3 TX /RXO = - - - _ - - _ 3RD PORT _ 700LTE +45 _ _ _ 3' -- 0* - _ RRUS -613 (1) ROSENBERGER HJ- 712015 HYBRID 1 RRU ERICSSON - 1.4 TX /RX1 - - 4TH PORT 700LTE -45 - - - - - WITH A2 JUMPER SECTOR BOX TO RRU - 1.5 SPARE - - 5TH PORT SPARE - - - 0° 0' LO TERMINATE WITH MATCHED AD - - - - -- - - - -- 1.6 - - -- SPARE - -- - - - - - -- - ---- - - - - -- 6TH PORT - - - -- SPARE - - - -- - - - - -- - - - - -- - - - -- - - - -- - --- - - - - -- -- ------ - - - - -- TERMINATE WITH MATCHED LOAD 50' 2.1 TX /_RXO 1 JMA X_7C_QAP_ -8_6- -V_ PCSLTE +45 96" 154.0' 150.0' 2' RRUS12 -B2 (1) ROSENBERGER HJ- 712015 HYBRID - 2.2 -- TX /RX1 - - - - - - _865_ 2ND PORT PCSLTE -45 _ - _ _ - _ _ - - - _ - -- _ _0 _ - 1 RRU ERICSSON WITH A2 JUMPER SECTOR BOX TO RRU - -- - -- ---------------- - - - - -- - - - 2.3 -- FUTURE - -- - - - -- - ----------- 3RD PORT 85OLTE +45 - - - -- - - - - -- - - -- - - - 3° - - -- 0' - - - -- - - - - - - TERMINATE WITH MATCHED LOAD - - - - -- 2.4 - - -- FUTURE - -- - - - - -- - ---- - - - - -- 4TH PORT - - - -- 85OLTE -45 - - - -- - - - - -- - - - - -- - - - -- - - - -- - -------------------------------------- TERMINATE WITH MATCHED LOAD ° - - - - -- - - - - - -- - - -- 2.5 - - -- - - -- TX /RX2 - - - - - -- - - -- - - - - -- - - - - - -- ---- - - - - -- 5TH PORT ---- - - - - -- - - - -- PCSLTE +45 - - - -- - - - -- - - - - -- - - - -- - - - - -- - - - -- - - - - -- - - -- 2' - - -- - - -- 0' - - -- -------------------------------------- CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B2 AT POSITION 2.1/2.2 w - 2.6 TX /RX3 - - 6TH PORT PCSLTE -45 - - - - - V' 50' _ _ 3.1 _ TX /_RXO 1 _ JMA _ X_7C_QAP 86 -865 -V _ - _ _ _ AWSLTE +45 _ _ _ _ _ _ _96° _ 154.0' 150.0' _ 2' 0' RRUSi 2 -B4 1 ROSENBERGER HJ- 712015 HYBRID 1 RRU ERICSSON ( ) 3.2 TX /RX1 - - 2ND PORT AWSLTE -45 - - _ _ _ WITH A2 JUMPER SECTOR BOX TO RRU - - -- - -- 3 3 -3.3 -- --- - - -- - - -- - -- 3RD PORT ---- --- - -- 70OLTE +45 --- -- - - - - -- - - - -_ 3' - - -- 0' - - - - - - CONNECT THESE PORTS TO A2 MODEL ON RRUS -B13 AT POSITION 1.3/1.4 - 3.4 TX /RX3 - - 4TH PORT 70OLTE -45 - - - - - ____- 15 - TX /RX2 - -- - - -- - - - - - -- 5TH PORT - -- -- AWSLTE +45 - _ - _ - _27 _ 9 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B4 AT POSITION 3.1/3.2 - 3.6 TX /RX3 - - 6TH PORT AWSLTE -45 - - - - - 50' 4.1 SPARE 1 JMA X7CQAP -86 -865 -V SPARE 96° 154.0' 150.0' 0° 0° TERMINATE WITH MATCHED LOAD - 4.2 SPARE - - PORT SPARE - - - - - 5555____ TERMINATE WITH MATCHED LOAD - _ 4.3 FUTURE - - - - -2ND 3RD PORT 85OLTE +45 - - - 3° 0' TERMINATE WITH MATCHED LOAD - 4.4 FUTURE - - 4TH PORT 85OLTE -45 - - - - - TERMINATE WITH MATCHED LOAD - 4.5 -- SPARE - 5TH PORT SPARE - - - 0° 0° ------------------- TERMINATE WITH MATCHED LOAD - - - - -- - - - 4.6 - - -- SPARE - -- - - - - - -- - ---- - - - - -- 6TH PORT - - - -- SPARE - - - -- - - - - -- - - - - -- - - - -- - - - -- - -------------------------------------- TERMINATE WITH MATCHED LOAD 170' 1.1 SPARE 1 JMA X7CQAP -86 -865 -V SPARE 96° 154.0' 150.0' 0° 0 TERMINATE WITH MATCHED LOAD - 1.2 SPARE - - PORT SPARE - -_ - - - T_ER_MINA_TE WITH MATCHED LOAD - - -- -- _2ND -- -4TH _ - - -- - -- - - - -- - 3 - _ -0 - 1 1- RRU ERICSSON I RWITH�3 JUMPERESECTORJBOX2TO 1.4 TX /RX01 -- PORT 70OLTE -45 - RRUBRID - ------------------------------ 1.5 SPARE - -- 5TH PORT - - - -- SPARE - - - -- - - - - -- - - - - -- - - - -- 0° - - -- 0 -1- -L1) - -- -- ----------------- TERMINATE WITH MATCHED LOAD - 1.6 SPARE - - 6TH PORT SPARE - - - - - ------------------- TERMINATE WITH MATCHED LOAD 1_70' 2.1 TX /_RXO _ 1 JM_A_- X_7C_QAP -86 -865 -7 PCSLTE +45 - -96" _ _ 154.0' _ _ 150.0,---- 2' _ _2* _ 1 RRU ERICSSON RRUS12 -B2 (1) ROSENBERGER HJ- 712015 HYBRID - 2.2 TX /RX1_ - - 2ND PORT PORT PCSLTE -45 - - - - - WITH A2_ JUMPER SE_CT_OR_ B_OX TO RRU - 2.3 FUTURE - - 3RD PORT 85OLTE +45 - - - 3° 0' TERMINATE WITH MATCHED LOAD - 2.4 FUTURE - - 4TH PORT 85OLTE -45 - - - - - TERMINATE WITH MATCHED - 2.5 T_X /RX2 - - 55TH_ PORT_ PCSLTE +45 - - - - -- - - - - -- - - - -- - 2* - - -- * - CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B2 AT POSITION 2.1/2.2 w - 2.6 TX /RX3 - - 6TH PORT PCSLTE -45 - - - - - r" 1_70' _ 3.1 _ TX /_RXO 1 _ JMA _ _ X_7C_QAP 8_6- _865 -V_ _ - AWSLTE +45 _ _96" _ 154.0' _ _ 150.0' _ _ 2' _ 0' RRUS12 -64 1 ROSENBERGER HJ- 712015 HYBRID 1 RRU ERICSSON ( ) - 3.2 TX /R_X1_ -_ - 2ND_ PORT_ AWSLTE -45 - - - _ - WITH A2 JUMPER SECTOR BOX TO RRU ----------------- - 3.3 - - 3RD PORT 70OLTE +45 - - - -- - -_ -- - - - -- 3_- __�_ CONNECT THESE PORTS TO A2 MODEL ON RRUS -613 AT POSITION 1.3/1.4 - 3.4 TX /RX3 - - 4TH PORT 70OLTE -45 - - - - - - - - - -- - - - - - -- - - -- 3.5 - -6 TX /RX2 -- - -_- - - - - - -- 5TH PORT ---- --- - -- AWSLTE - --- -- - - - - -- - - - - -- - - - - -- 2 - - - - -- -------------------------------------- CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B4 AT POSITION 3.1/3.2 - 3,6 TX /RX3 - 6TH PORT AWSLTE -45 - - - - - 170' 4.1 SPARE 1 JMA X7CQAP -86 -865 -V SPARE 96" 154.0' 150.0' 0° 0° TERMINATE WITH MATCHED LOAD - 4.2 SPARE - - 2ND PORT SPARE - - - - - TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 4.3 - - - - FUTURE - -- - - - - - -- - ---- - - - - -- PORT - - - -- 850LTE +45 - - - -- - - - - -- - - - - -- - - - -- 3° - - - - -------------------------------------- TERMINATE WITH MATCHED LOAD----------- ------ - - - 4.4 - - -- FUTURE - -- - - - - - -- - -- -3RD -- 4TH PORT - - - -- 85OLTE -45 - - - -- - - - - -- - - - - -- - - - - - -0° - - ------ - - - - -- - TERMINATE WITH MATCHED LOAD - 4.5 SPARE - - 5TH PORT SPARE - - - 0° 0° ------------------- TERMINATE WITH MATCHED LOAD - 4.6 SPARE - - 6TH PORT SPARE - - - - - ------------------- TERMINATE WITH MATCHED LOAD 290' 1.1 SPARE 1 JMA X7CQAP -86 -865 -V SPARE 96" 154.0' 150.0' 0° 0' TERMINATE WITH MATCHED LOAD - 1.2 SPARE - - 2ND PORT SPARE - - - -__ - TERMINATE WITH MATCHED LOAD 3 - _ _ - 1 �- RRU ERICSSON I RWITHI3A123 JUMPERESECTORJBOX2TO _ 1.4 TX /RXi 4TH PORT 700LTE -45 70OLTE - _ 11 L RRU - - - -- 1.5 - SPARE -- - - -- - - - - - - - - - - -- - 5TH PORT - - - -- SPARE - - -_- - - - - - - - - - -- 0° - - -- 0' -r1) -�- - - - - -- T - - - - -- - - -- 1.6 - - -- SPARE -_- - - - - -- - ---- - - - - -- 6TH PORT - - - -- SPARE - - - -- - - - - -- - - - - -- - - - -- - - - -- - _ER_MINA_TE_WITH_MATCHED_L_OA_D - -- ------ - - - - -- TERMINATE WITH MATCHED LOAD 2_90' 2.1 T_X /_RXO 1 JMA_- X_7C_QAP -86 -865 -V PCSLTE +45 - -96" _ _ 154.0' _ _ 150.0' _ _ 7 _ 0' - 1 RRU ERICSSON RRUS12 -B2 (1) ROSENBERGER HJ- 712015 HYBRID - 2.2 TX /RX1 - - 2ND PORT PCSLTE -45 - - - - - WITH A2 JUMPER SECTOR BOX TO RRU - - - - -- - - -3 2.3 - - -- FUTURE - -- - - - - - -- - --- - - - - - -- 3RD PORT 5 +7 850LTE +45 - - - -- - - - - -- - - - - -- - - - -- 3° - - -- 0 - - - -- - - - -- - - ------ - - - - -- TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 2.4 - - -- FUTURE - -- - - - - - -- - ---- - - - - -- 4TH PORT - - - -- 85OLTE -45 - - - -- - - - - -- - - - - -- - - - -- - - - -- - -------------------------------------- TERMINATE WITH MATCHED LOAD - - - - -- - - - - - -- - - -- 2.5 - -5 - - -- TX /RX2 - - -- -_- - -- - - - - -- - - - - - -- ---- - - - - -- 5TH PORT -5TH POOR - -- - - - -- PCSLTE +45 - - - -- - - - -- - - - - -- - - - -- - - - - -- - - - -- - - - - -- - - -- 2' - -' _ - - -- 0 0' -------------------------------------- CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B2 AT POSITION 2.1/2.2 w - 2.6 TX /RX3 - - 6TH PORT PCSLTE -45 - - - - - 2_90' 3.1 TX /_RXO 1 JMA - X_7C_QAP 86 -865 -V AWSLTE +45 154.0' 150.0' 2' 0' RRUSH2 -64 (1) ROSENBERGER HJ- 712015 HYBRID _ - _ _ 3.2 TX /RXi _ -_ _ - _ _ _ _ 2ND PORT_ _ _ _ _ _ AWSLTE -45 _ _96° _ - _ _ - _ _ - - - WITH A2 JU_MP_ER SE_CT_OR BOX TO RRU - -_ - -- - 3.3 - TX /RX2 - - -- - - - - - -- 3RD PORT - -- -- 70OLTE +45 -- _ - -_- __ -__ __ -__ _ _ 3_ _ __� CONNECT THESE PORTS TO A2 MODEL ON RRUS -B13 AT POSITION 1.3/1.4 - 3.4 TX /RX3 - - 4TH PORT 70OLTE -45 - - - - - -- - -- -3.5 TX /RX2 - - 5TH PORT AWSLTE +45 - - - -- - - - -- - - - -- _2' --0' CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B4 AT POSITION 3.1/3.2 - 3.6 TX /RX3 - - 6TH PORT AWSLTE -45 - - - - - 290 4.1 SPARE 1 JMA X7CQAP -86 -865 -V SPARE 96" 154.0' 150.0' 0' 0 ° TERMINATE WITH MATCHED LOAD - 4.2 SPARE - - 2ND PORT SPARE - - - - - TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 4.3 - - -- FUTURE - -- - - - - - -- - ---- - - - - -- 3RD PORT - - - -- 85OLTE +45 - - - -- - - - - -- - - - - -- - - - -- 3° - - -- 0' -------------------------------------- TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 4.4 - - -- FUTURE -_- - - - - -- - ---- - - - - -- 4TH PORT - - - -- 85OLTE -45 - -_ -- - - - -- - - - - -- - - - -- - - - -- - -------------------------------------- TERMINATE WITH MATCHED LOAD - 4.5 SPARE - - 5TH PORT SPARE - - - 0' 0' TERMINATE WITH MATCHED LOAD - 4.6 SPARE - - 6TH PORT SPARE - - - - - TERMINATE WITH MATCHED LOAD PROPOSED ADDITIONAL: 48 COAX ANDREW LDF4 -50A FOAM 1/2" 10' (6) DISTRIBUTION BOXES, MODEL #RXXDC- 3315 -PF -48 (3 AT SHELTER, 3 ON RAILING) JUMPER (1) 6RRU HYBRID CABLE, ROSENBERGER MODEL #HL- 9612300 (SHELTER TO 'X' SECTOR) (1) 6RRU HYBRID CABLE, ROSENBERGER MODEL #HL- 9612280 (SHELTER TO 'Y' SECTOR) ANTENNA KEY COAX KEY (1) 6RRU HYBRID CABLE, ROSENBERGER MODEL #HL- 9612280 (SHELTER TO 'Z' SECTOR) 3 2 (48) ERICSSON RET /ASIG JUMPERS (BETWEEN RRUS AND ANTENNAS, 16 /SECTOR) SCALE: NONE SCALE: NONE (24) 500 TERMINATIONS FOR SPARE PORTS (8 /SECTOR) 6RRU CABLE LENGTH (DIST. BOX AT SHELTER TO DIST. BOX AT 'X' SECTOR) PVC CONDUIT RUN 80' -0" WALL TO DRYWELL 20' -0" RAID CENTER 150' -0" ROOF HATCH TO 'X' SECTOR 35' -0" EXTRA 10' -0" TOTAL 295' -0" TOTAL ROUNDED UP 300' -0" POSITION ANTENNA 6RRU CABLE LENGTH (DIST. BOX AT SHELTER TO DIST. BOX AT 'Y' SECTOR) PVC CONDUIT RUN 80' -0" WALL TO DRYWELL 20' -0" RAD CENTER 150' -0" ROOF HATCH TO 'Y' SECTOR 20' -0" EXTRA 10' -0" TOTAL 280' -0" TOTAL ROUNDED UP 280' -0" 6RRU CABLE LENGTH (DIST. BOX AT SHELTER TO DIST. BOX AT 'Z' SECTOR) PVC CONDUIT RUN 80' -0" WALL TO DRYWELL 20' -0" RAID CENTER 150' -0" ROOF HATCH TO 'Z' SECTOR 15' -0" EXTRA 10' -0" TOTAL 275 -0" TOTAL ROUNDED UP 280' -0" COAX JUMPER RRU /RX MODULE HYBRID JUMPER DISTRIBUTION BOX (AT EACH SECTOR) 6RRU HYBRID CABLE DISTRIBUTION BOX (MOUNTED AT SHELTER) S ONE -LINE DIAGRAM NOTES: 1) QUANTITIES AND MODEL NUMBERS PER ANTENNA AND EQUIPMENT /CABLE KEYS. 2) OVERALL LENGTH OF POWER CABLES NOT TO EXCEED 367' FROM POWER SUPPLY TO REMOTE RADIO UNIT. 3) DASHED LINES INDICATED FUTURE EQUIPMENT /CABLES. 4) COAX JUMPER: MAX. LENGTH 15' -0 ", UNLESS NOTED OTHERWISE. 5) HYBRID JUMPER: MAX. LENGTH 15' -0 ". 6) CABLE HANGER (UNIVERSAL): ROSENBERGER #TH415 -U158 7) CABLE HANGER (STACKABLE): ROSENBERGER #TH428 -S128 8) GROMMET (6 -12): ROSENBERGER #CX649 -3536 9) GROMMET (HYBRID JUMPER, SINGLE): ROSENBERGER #CX651 -2829 10) GROMMET (HYBRID JUMPER, DOUBLE): ROSENBERGER #CX652 -1714 ONE -LINE DIAGRAM SCALE:NONE ��,F'RS J, Dq LjJ; LICENSED ARCHITECT 12427 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Date: DESIGNfi, 9973 VALLEY VIEW RD. I EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGN 1 EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 PROJECT 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS ONE -LINE DIAGRAM CABLE LENGTH CALCS COAX, & ANTENNA KEY DRAWN BY: TRD DATE: 09 -15 -15 CHECKED BY: CDB REV. C 02 -16 -161 I` t N o Q N \^�J N N qy ro h a y BAY 12 EXISTING KICKERS NOTE 1.) SHELTER FOUNDATION, CONCRETE COMPOUND, AND BITUMINOUS ROAD TO BE EXCAVATED AND CONSTRUCTED IN ACCORDANCE WITH RECOMMENDATIONS AND SPECIFICATIONS OF THE GEOTECHNICAL REPORT WHICH IS NOT INCLUDED IN THIS PACKAGE. DISCREPANCIES BETWEEN THE REPORT AND THE OTHER DOCUMENTS TO BE IMMEDIATELY REPORTED TO VERIZON WIRELESS AND THE ARCHITECT. 2.) THE ARCHITECT MAKES NO WARRANTY, EXPRESSED OR IMPLIED, OF THE ACCURACY OF THE STRUCTURAL ANALYSIS AND THE PERFORMANCE OF THE COMPLETED CONSTRUCTION AS SHOWN ON THESE DOCUMENTS AND THE STRUCTURAL ANALYSIS. WELD SEAM BAY 1 BAY 2 qw VE BAY 11 EXISTING PUCK, BAY 3 HOT WELDED UTILIZE EXISTING PENETRATIONS, PROPOSED (PER SECTOR): SEE STRUCTURAL , _ _ _ \ (4) ANTENNAS (3) PROPOSED i (4) RRUS HYBRID CABLES X �\ (1) DISTRIBUTION BOX EXISTING AIRMAX —/ BAY 10 ANTENNA, TYP OF 3 PROPOSED Z— BRACKETS J EXISTING RAILING UNISTRUT FOR CABLES, SEE STRUCTURAL BAY 9 EXISTING CONDUIT, RUNNING ALONG OUTSIDE OF RAILING BAY 8 EXISTING JUNCTION BOX \ SEE STRUCTURAL I DIFYWELL I I b SO IO \\ O X ,O MUSHROOM VENT / BAY 6 BAY 7 1� 1_TE #21/ #2.2 Pcs1_TE �j1.3 /116�ooATE 1 3 2 AWS 6 PCSOE 5 #4.1 4.2 SPARE #3. / #4.3�444 6 g5PARE #3.5/3.67 #25/2 #4.5/ Y' AZIMUTH ® 170 NORTH ANTENNA MOUNTING DETAIL GRAPHIC SCALE 2 SCALE: 1/4" = 1' -0" o r 4• NOTE: CONTRACTOR TO OBTAIN CURRENT FINAL SDF & FAA DETERMINATION FROM VZW PRIOR TO CONSTRUCTION COMMENCEMENT NOTE: CONTRACTOR TO ENSURE TIP OF ANTENNAS ARE BELOW BOTTOM OF OBSTRUCTION LIGHT PER FAA/FCC STANDARDS BAY 4 LIGHT TO BE HIGHEST POINT ON TOWER BAY 5 EXISTING OBS LIGHT COAX LV LICENSED ARCHITECT RAISE EXISTING OBS LIGHT TO BE a _ HIGHEST POINT ON TOWER, SEE 12427 STRUCTURAL °Q PROPOSED T.O. OBS LIGHT ��: e •; 1124.6' AMSL/155.6' AGL �� q °° • �� OL PROPOSED ANTENNA TIP 1123.0' AMSL /154.0' AGL EXISTING ANTENNA TIP 1124.2' AMSL /155.2' AGL OL PROPOSED ANTENNA CL TOP OF RAILING 1119.0- AMSL /150.0' AGL 1118.6' AMSL /149.6' AGL I hereb certify that this an UTILIZE EXISTING PENETRATIONS 0 DRYWELL HATCH FOR HYBRID CABLES, SEE STRUCTURAL PROPOSED CABLES MOUNTED TO EXPANSION RING INSIDE MANWAY TUBE, SEE STRUCTURAL PROPOSED CABLES MOUNTED TO RAILING, SEE STRUCTURAL (3) PROPOSED HYBRID CABLES MOUNTED TO STEM OF TOWER, SEE STRUCTURAL PROPOSED CABLE - BRIDGE, SEE A -6 PROPOSED PREFAB EQUIPMENT SHELTER, SEE A -5 PROPOSED 04" UG PVC CONDUIT, SEE A -6 I' I I I I I I I I I MONTH' I I I I I I I I I I I I I I I I I I I I I I I I I I I I ELLO I - - - -- r_ I EXIST NC z — - -�_J DRYWELL i TULi�_ I I EXISTING I I I I I I I I I I I I I LANDING V41O EXISTING '01I� ." LADDER AND I I I LADDER CAGE �Q s �j" 6 Aso 9�A I J�PA, RAISE EXISTING OBS BAY 4 LIGHT TO BE HIGHEST POINT ON TOWER BAY 5 EXISTING OBS LIGHT COAX LV LICENSED ARCHITECT RAISE EXISTING OBS LIGHT TO BE a _ HIGHEST POINT ON TOWER, SEE 12427 STRUCTURAL °Q PROPOSED T.O. OBS LIGHT ��: e •; 1124.6' AMSL/155.6' AGL �� q °° • �� OL PROPOSED ANTENNA TIP 1123.0' AMSL /154.0' AGL EXISTING ANTENNA TIP 1124.2' AMSL /155.2' AGL OL PROPOSED ANTENNA CL TOP OF RAILING 1119.0- AMSL /150.0' AGL 1118.6' AMSL /149.6' AGL I hereb certify that this an UTILIZE EXISTING PENETRATIONS 0 DRYWELL HATCH FOR HYBRID CABLES, SEE STRUCTURAL PROPOSED CABLES MOUNTED TO EXPANSION RING INSIDE MANWAY TUBE, SEE STRUCTURAL PROPOSED CABLES MOUNTED TO RAILING, SEE STRUCTURAL (3) PROPOSED HYBRID CABLES MOUNTED TO STEM OF TOWER, SEE STRUCTURAL PROPOSED CABLE - BRIDGE, SEE A -6 PROPOSED PREFAB EQUIPMENT SHELTER, SEE A -5 PROPOSED 04" UG PVC CONDUIT, SEE A -6 I' I I I I I I I I I MONTH' I I I I I I I I I I I I I I I I I I I I I I I I I I I I ELLO UTILIZE EXISTING 04" UG PVC CONDUIT, SEE A -6 EXISTING 150" HIGH COMPOSITE WATER TOWER 969.0" AMSL EAST ELEVATION GRAPHIC SCALE SCALE: 1" = 20' 0 10' 1 y p specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Mr. . Date: DESIGN h. 9973 VALLEY VIEW RD. I EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: TOWER ELEVATION ANTENNA MOUNTING DETAIL DRAWN BY TRDI CDBI REV. B 12 -07 -15 REV. C 02 -16 -16 A -4 I - - - -- r_ I EXIST NC +— — - -�_J DRYWELL TULi�_ I I EXISTING I I I I I I I I I I I I I LANDING I I I I I I I I I I I I EXISTING LADDER AND I I I LADDER CAGE I I I J UTILIZE EXISTING 04" UG PVC CONDUIT, SEE A -6 EXISTING 150" HIGH COMPOSITE WATER TOWER 969.0" AMSL EAST ELEVATION GRAPHIC SCALE SCALE: 1" = 20' 0 10' 1 y p specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Mr. . Date: DESIGN h. 9973 VALLEY VIEW RD. I EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: TOWER ELEVATION ANTENNA MOUNTING DETAIL DRAWN BY TRDI CDBI REV. B 12 -07 -15 REV. C 02 -16 -16 A -4 0 O I I I I I I IJ ---- ---- -- - - -- -I LEFT ELEVATION Q 0 �■ 02 � o C3 e EXPOSED • AGGREGATE • 1 m CONCRETE - STEEL DOORS C e.l I I I I I 1 1 L --------- ------ --- ---- --- - - - --I FRONT ELEVATION GRAPHIC SCALE 5 SCALE: 1/8" = 1' -0" o a e• I I I I I I IJ -- ------ - - - - -- �I RIGHT ELEVATION 4 SCALE: 1/8" = 1' -0" NOTE: wm- CONTRACTOR TO PROVIDE PENETRATION IN CONTRACTOR TO FOAM FILL AND CAP BOTH SIDES o PREFABRICATED SHELTER WALL FOR TELCO ENTRY. (EXTERIOR /INTERIOR) OF EXISTING UNUSED O CONTRACTOR TO VERIFY FINAL LOCATION & SIZE TYPNI TION(S) IN PREFABRICATED SHELTER WALL CAL OF PROPOSED TELCO ENTRY W/VZW CONSTRUCTION ENGINEER. APPROXIMATE SIZE TELCO ENTRY 4 "0. EXPOSED AGGREGATE CONCRETE 0 TO ELECTRIC ENTRY I I II LI BACK ELEVATION GRAPHIC SCALE SCALE: 1/8" = 1' -0" BUILDING WALL BUILDING FLOOR 2" 8" 1" X 2 3/4" BOLT 1 1/16 "0 HOLES © ® 1" LOCKWASHER 1" FLAT 2 "OD WASHER 7/8 "0 HOLES p 3/4" X 2 1/2" SLEEVE ANCHOR Cj GALV. STEEL WITH FLATWASHER TIE DOWN 1 3/8" TIE DOWN BRACKET 3/8" PLATE ANCHORING DETAILS GRAPHIC SCALE $ SCALE: 1/2" = 1' -0" a z• 5-0" SOLID COMPO�41 ° WOOD DECKING II 5' -0" 2x6x5" TREATED BLOCKING 2x6x5" TREATED BLOCKING / STOOP TO BE CENTERED ON DOOR � '-2" �i � -4" �i � -4" �i '-2" —TWO (2) 6' -0" HIGH FLUORESCENT ORAN 1 GE FIBERGLASS SNOW PLOW MARKERS. MOUNT TO (2) 2x6x8' N0.1 CONSTRUCTION GRADE ACQ TREATED MATERIAL REQUIRED STOOP SIDE W /BRACKET, OR PRE -DRILL & (1) 2x6x10' NO.1 CONSTRUCTION GRADE TREATED MATERIAL REQUIRED SCREWS, OR DIRECT - BURIAL, #SP3872 FROM (9) 5/4x6x6' SOLID COMPOSITE DECKING MATERIAL REQUIRED 0" SPACING ROCKARTSIGNS.COM 480.854.3400, OR EQUAL 3 " - #2 SQUARE DRIVE GALVANIZED DECK SCREWS TO BE USED WOOD STOOP PLAN &SCA�7= T FRAMING PLAN 9 SCALE: 1/4" = 1' -0" 1' -0" GRAPHIC SCALE o z' a' z 0 co 2' -0" ' 7-0 1 2 6' -9" / " 8' -0" 7' -5" — — — — — — — — ---I Cj EXTINGUISHER a BUILDING Br. CONTROL JOINT, TYP I I` I hereby certify that this plan, " CONC O I AD SEE 2/ o 2 O O GENERATOR MUFFLER prepared by me or under my direct supervision and that I am a duly io I N I in a> In WOOD ROBERT J. DAVIS, Reg. No. 12427 STOOPS 2. EQUIPPED BLDG WEIGHT IS APPROXIMATELY 107,500# I 3. T/O FNDN. ELEV. = SEE SITE PLAN BUSS BAR FLOOR PLAN LICENSED ARCHITECT 12427 .r% FIRE — — — — — — — — ---I Cj EXTINGUISHER a BUILDING Br. NOTES: I hereby certify that this plan, " specification or report was 2 O O GENERATOR MUFFLER prepared by me or under my direct supervision and that I am a duly 4' X 5' NORTH registered Architect under the laws of the State of Minnesota. WOOD ROBERT J. DAVIS, Reg. No. 12427 STOOPS 2. EQUIPPED BLDG WEIGHT IS APPROXIMATELY 107,500# I 3. T/O FNDN. ELEV. = SEE SITE PLAN BUSS BAR FLOOR PLAN FIBREBOND" IV SCHOOL BLVD MONTICELLO, MN 55362 3 SHEET CONTENTS: FOUNDATION PLAN & DETAILS FLOOR PLAN A SCALE: 1/8" = 1' -0" ATTN: STACEY COLVIN © HVAC FILTER HOOD DOOR Signed: WOOD STOOP FINISHED FLOOR SEE 8/A -4 PRECAST SHELTER 11 -24 -15 Date: FLOOR STRUCTURE 6" AIR SPACE DESIGN 4 CONCRETE PAD AROUND SHE f 1 #4 CONT REINFORCING 9973 VALLEY VIEW RD. REBAR, 12" O.C.E.W. EDEN PRAIRIE, MN 55344 M 41 COMPACTED GRANULAR FILL WW W.DESIDESI99 GNIEP.COM #4 REBAR AT 16" ON CENTER 1 "F- "AT CORNERS NOTE: 24 MAINTAIN 3" 4-iJ #4 REBAR STIRRUP COVER ON REBAR AT 16" ON CENTER VERIZON J 20" 8" CONCRETE WIRELESS FOOTI NG w/ (2) - #4 CONTINUOUS REBAR 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 FOUNDATION SECTION AT 32" N C ENTER (s12)7zo -oosz 2 SCALE: 3/8" = 1' -0" PROJECT 20151251797 LOC. CODE: 387832 21' -9 1/2" MINC -,2' TYP. ------- - --I�k HAYWARD TYP. OF 4 DTL NORTH CONCRETE PAD PLAN FOUNDATION PLAN 6 1 SCALE: 1/8" = V -0" NORTH DRAWN BY CONCRETE PAD PLAN GRAPHIC SCALE DATE: 11 FIELD - APPLIED ITEMS CONTRACTOR- FURNISHED ITEMS CHECKED -E SCALE: 1 /8" = 1' -0" o a' e• SHIPPED LOOSE WITHIN PREFAB REV. A C7 HOFFMAN ENCLOSURE TRDI CDBI — — — — — — — — ---I Cj I �� REV. B 12 -07 -15 BUILDING Br. NOTES: EXTERIOR LIGHT FIXTURE ® PVC CONDUIT & FITTINGS REV, C 02 -16 -16 O GENERATOR MUFFLER 1. TOP OF WALLS TO BE LEVEL ±1 /8 ". Fibrebond Corporation 1300 Davenport Drive 2. EQUIPPED BLDG WEIGHT IS APPROXIMATELY 107,500# I 3. T/O FNDN. ELEV. = SEE SITE PLAN BUSS BAR I O FIBREBOND" IV SCHOOL BLVD MONTICELLO, MN 55362 Q SHEET CONTENTS: FOUNDATION PLAN & DETAILS FLOOR PLAN A �— — — — — — — — — ATTN: STACEY COLVIN © HVAC FILTER HOOD L ELEVATIONS ANCHORING DETAILS TYP. OF 4 DTL NORTH CONCRETE PAD PLAN FOUNDATION PLAN 6 1 SCALE: 1/8" = V -0" NORTH DRAWN BY CONCRETE PAD PLAN GRAPHIC SCALE DATE: 11 FIELD - APPLIED ITEMS CONTRACTOR- FURNISHED ITEMS CHECKED -E SCALE: 1 /8" = 1' -0" o a' e• SHIPPED LOOSE WITHIN PREFAB REV. A C7 HOFFMAN ENCLOSURE TRDI CDBI Cj ANCHORING PLATES (18" x 18" x 6 ") REV. B 12 -07 -15 BUILDING Br. Q EXTERIOR LIGHT FIXTURE ® PVC CONDUIT & FITTINGS REV, C 02 -16 -16 O GENERATOR MUFFLER iQPREFABRICATED Fibrebond Corporation 1300 Davenport Drive ® BUSS BAR FIBREBOND" IV Minden, LA 71055 800 - 824 -2614 Q ROOF SHEILD A ATTN: STACEY COLVIN © HVAC FILTER HOOD 5 PROPOSED CABLE BRACKETS - MOUNTED TO TOWER STEM, SEE STRUCTURAL r EXISTING PERSONNEL DOOR EXISTING ON DOOR - EXISTING OVERFLOW PIPE - EXISTING LADDER RFIXISTINI CONDUIT IN USF i UTIUZE EXISTING PVC CONDUIT 0 • o 0 0 0 0 0 0 PROPOSED UG PVC CONDUIT NORTH / s TOWER BASE PLAN GRAPHIC SCALE 5 -4° to' -e" NOTE: TREES & SHRUBS - GROUND LINE TO BE THE SAME AS EXISTED AT THE NURSERY. GARDEN HOSE 3 GUYS OF 10 GAUGE TWISTED WIRE 120' APART AROUND TREE. � TURNBUCKLE 4" SOIL SAUCER 24 "x2 "x2" STAKE DRIVEN FLUSH W/ FINISHED GRADE. 2 1/2" DIA. - 10' LONG CEDAR STAKE WITH NOTCHED END (7' EXPOSED) - 2 PER TREE. FOLD BACK BURLAP FROM TOP OF BALL. 2" MULCH BACKFILL WITH TOP SOIL & PEAT MOSS 3:1 RATIO BY VOLUME IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED, LOOSEN SUBSOIL o xSTL�' ,U .;liiio - All- 12" MIN E III TEE I I TREE EQUALS TWICE BALL DIAMETER PLANTING DETAIL GRAPHIC SCALE 4 SCALE: 1/8'. = 1'-0" o a' e' PROPOSED CABLE BRIDGE POST THREADED END - ACCEPT ADAPTI REFER TO S.D.F. F( TYPE OF GI ANTENNA & REQUIRI ADAPTER TYI 1.5 "0 x S -6" GALV S PIPE MAST, RECLINI PROPOSED PIPE TO PIPE CLAMP SETS BY SITE TPROP�OSED I I CABLES UTILIZE EXISTING CONDUITS PHOTO - EXISTING CONDUITS 6 SCALE: LOOKING WEST PRO 1, PART #ACP08K ELEVATIONS s GPS MOUNTING DETAIL SCALE: 3/4" = 1' -0" ®I 1 1 • PLAN VIEW PHOTO - TOP OF TANK SCALE: LOOKING SOUTHWEST EDGES TYPICAL CONSTRUCTION: EDGES \ \ \\ J, D DRESSED 2' BITUMINOUS TOPPING OVER 4" ASPHALTIC CONCRETE DRESSED MIN. 12:1 �\��R..•••• ° • •...A °v MIN. 12:1 SLOPE OVER 6" CLASS 5 OR ROADSTONE BASE SLOPE ROAD DETAIL 12'_0" 3 LICENSED SCALE: 1/4" = 1' -0" ARCHITECT GRADE GRADE E.Q. E.Q. CABLE BRIDGE RESTS ON GALV, GPS ANTENNA 12427 slim- No I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Date: DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 L & IH ,_ I [111 - DATE: 14' -0" LIGHTWEIGHT CONC. FILLED 4 "0 SCHED. 80 PVC GLUED HAYWARD ANY VARIANCE FROM THIS ROADWAY DESIGN MUST WATERTIGHT CONDUIT W/ BE APPROVED BY THE OWNER AND ARCHITECT NOTE: ROAD AS DESIGNED WILL HOLD A 20,000 # VEHICLE ROAD DETAIL GRAPHIC SCALE 3 0 2 SCALE: 1/4" = 1' -0" ° 2' 4' SCHOOL BLVD E.Q. E.Q. CABLE BRIDGE RESTS ON GALV, GPS ANTENNA STEEL ANGLE PROVIDED W/ BLDG. BOLT TO BLDG. W/ 3/8" 0 X 2" SHEET CONTENTS: LONG EXPANSION BOLTS 3 i/2" O.D. 40 CONTRACTOR TO SUPPLY GALVANIZED STEEL PIPE TEFL AND INSTALL 10 GAUGE 4' -0" LENGTH OF GRIP -STRUT THHN POWER AND I _Z-BRACKET (TYP.) HARM WIRING THRU- BOLTED TO CABLE BRIDGE (2) 1 1/2" 6, NON- METAWC WATERPROOF FLEX (3) PROPOSED DIST. BOXES CONDUITS - CONTRACTOR TO SUPPLY PROPOSED JBOX AND INSTALL EXTERIOR FIBER RUN IN 1 1/2" NON- METALLIC GRADE FIBER JUMPER, WATERPROOF FLEX CONDUIT (LC /LC X12 -FIBER SM UPC W R (3) HYBRID CABLES OFNP IN/OUT TRUNK W /OSP �/— POST, SEE 7 /A -6 C- BREAKS PULL GRIP AVAIL v (3) 4" VALMONT BOOT. MODIFY AS THROUGH GREYBAR), VERIFY z NEEDED TO ACCEPT REQUIRED CABLES LENGTH. V4, BUSS GONG PAD u BAR BACKFILLED' SOIL slim- No I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Date: DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 L & IH ,_ I [111 - DATE: MINC LIGHTWEIGHT CONC. FILLED 4 "0 SCHED. 80 PVC GLUED HAYWARD AROUND CONDUIT WATERTIGHT CONDUIT W/ 12 -07 -15 TO PREVENT SETTLING. 22 112'. 24" RADIUS. TYP. OF 3 CABLE BRIDGE SECTION GRAPHIC SCALE 0 2 SCALE: 1/4" = V -0" 0 1 2' 4• SCHOOL BLVD E.Q. E.Q. MONTICELLO, MN 55362 SHEET CONTENTS: PROPOSED ADDITIONAL 2' -0" x CABLE BRIDGE PLAN CABLE BRIDGE SECTION 4' -0" LENGTH OF GRIP -STRUT ROAD DETAIL THRU- BOLTED TO CABLE BRIDGE GPS MOUNT DETAIL 6, TO PROTECT DISTRIBUTION BOXES PLANTING DETAIL TOWER BASE PLAN -� �- PROPOSED GPS MOUNTED TO PHOTOS �/— POST, SEE 7 /A -6 CABLE BRIDGE PLAN GRAPHIC SCALE SCALE: 1/4" = V -0" o z' a' DRAWN BY: TRD DATE: 09 -15 -15 CHECKED BY: CDB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 A -6 GENERAL CONDITIONS 00 0001 PERMITS Construction Permit shall be acquired by, or in the name of, Verizon Wireless, to be hereinafter referred to as the OWNER. Other permits shall be acquired by the Contractor. 00 0002 SURVEY FEES Survey shall be furnished by the Architect. Layout Staking shall be coordinated with the Surveyor per "Request For Quote ", (RFQ). 01 0010 INSURANCE & BONDS Contractor is to furnish Insurance certificates for themselves and subcontractors. Contractor will provide any required Bonding. Contractor agrees to warranty the project for (1) one year after completion. 01 0400 SUPERVISION & COORDINATION Contractor shall provide supervision throughout the Project, coordinating the work of the Subcontractors, and delivery & installation of Owner — fumished items. Contractor's responsibilities include arranging & conducting of Underground Utilities Locates. Contractor shall comply with municipal, county, state and /or federal codes, including OSHA & AWWA. 01 0600 TESTING Contractor is responsible for providing Agencies with sufficient notice to arrange for Test Samples (i.e.: Concrete Cylinders), and for Special Inspections. 01 2000 MEETINGS Contractor shall make themselves aware of, and attend, meetings with the Owner and /or Architect. Contractor is to attend a Pre — Construction Meeting of all parties involved, prior to the start of construction. 01 5100 TEMPORARY UTILITIES Contractor shall maintain the job site in a clean and orderly fashion, providing temporary sanitary facilities, waste disposal, and security (fence area or trailer module). 01 5300 EQUIPMENT RENTAL Contractor shall furnish equipment necessary to expedite work. 01 5900 FIELD OFFICES & SHEDS Contractor shall provide security (fence area or trailer module) for tools and materials that remain overnight on site. 01 7000 CLEAN UP & CLOSE OUT Contractor shall clean up the Site to the satisfaction of Owner. Contractor shall complete the items listed on the Owner's Punch List, and shall sign and return the List to the Owner. Contractor shall maintain a set of drawings during the job, on which changes shall be noted in red ink. A full set of redlined drawings (As— Builts) are to be given to the Architect at Job completion and submit "construction work complete memo" to Construction Engineer. 01 8000 TRUCKS & MILEAGE Contractor shall provide transportation for their own personnel 01 8300 TRAVEL TIME & PER DIEM Contractor shall provide room and board for their own personnel, and reasonable time for traveling to & from job site. 01 9200 TAXES Contractor shall pay sales and /or use tax on materials and taxable services. SITEWORK 02 1000 SITE PREPARATION Contractor is to mobilize within 7 calendar days of the Owner issuing a 'START' document. Contractor will immediately report to Architect if any environmental considerations arise. Site shall be scraped to a depth of 3" minimum to remove vegetative matter, and scrapings shall be stockpiled on site. Excess material to be disposed of in accordance with RFQ. 02 1100 ROAD IMPROVEMENT & CONSTRUCTION Contractor shall furnish materials for, and install, a twelve foot (12') wide bituminous roadway from the road access to the work area, for truck and crane access to site. Base course shall be 6" deep MN class 5 or roadstone base, 4" asphaltic concrete, topped with 2" bituminous topping. Road shall be graded smooth, and edges dressed, at job completion. 02 2000 EARTHWORK & EXCAVATION Excavation material shall be used for surface grading as necessary; excess to be stockpiled on site. Excess material to be disposed of in accordance with RFQ. For dewatering excavated areas, contractor shall utilize sock or sediment filter for filtering of water discharge. 02 5000 PAVING & SURFACING New paving shall be according to plans, or match existing adjacent paving. Asphalt paving shall be 2" bituminous topping over 4" asphaltic concrete, underlaid with 6" Class 5 or roadstone base. 02 7800 POWER TO SITE Contractor shall coordinate the electrical service to the building with the Utility Provider. Conduits shall include pull strings. Underground conduits shall be 2 -1/2" Schedule 40 PVC. (schedule 80 PVC under roads and drives) Cable to be 3/0 THWN CU. Trenches shall be backfilled in a timely fashion, using a compactor, and including two (2) detectable ribbons; one each at 3" and 15" above conduit. Service shall be 200 amp, single phase, 120/240 volt. Service type shall be "General Time —Of —Day" if available, and meter base shall be approved by utility provider. 02 7900 TELCO TO SITE Contractor shall provide 2" schedule 40 PVC conduit, (schedule 80 PVC under roads and drives) with 'large sweep' elbows & pull string for TELCO service as noted on plans. Cable to be fiber optic lines, source and provider T.B.D. Trenches shall be as in 02 7800. 02 8000 SITE IMPROVEMENTS N/A 02 8001 FENCING All fence materials and fittings shall be galvanized steel. Fence shall be 6' -0" high x 9 ga. X 2" chain link fabric, w/ 7 ga. bottom tension wire. Comer and Gate posts shall be 2 7/8" O.D. sch 40 steel pipe, driven 60" below grade. Line posts shall be 2 3/8" O.D. sch 40 steel pipe. Top Rails shall be 1 5/8" O.D. steel pipe. Gate frames shall be 1 5/8" O.D. welded pipe. Bracing shall be 3/8" truss rods and 1 5/8" O.D. pipe mid —rails at comers. Gate latch shall be commercial grade, "Cargo" or equal. Fabric shall extend to within 1" of finish grade. Fence enclosures shall be completed within 7 days of tower erecting. Existing fences shall be protected against damage during this work, and any damage that may occur shall be repaired or replaced to equal existing preconstruction condition. 02 8500 IRRIGATION SYSTEMS Contractor shall add to /re —route existing irrigation system as necessary for new construction. Contractor shall provide temporary irrigation of new trees, shrubs, and sod, to be maintained so it survives 1 year after planting. 02 9000 LANDSCAPING Contractor to restore turf areas damaged by construction by preparing soil, seeding & watering to maintain grass survival for 1 year. Contractor shall protect existing landscape elements that are not in the Scope of Work. Reasonable precautions shall be taken to assure the health of existing trees and shrubbery. If conflicts arise regarding the location of root systems, branch lines, etc., the Architect must be contacted prior to performing Work that may cause damage. Damage resulting from disregard of this Article shall be compensated by the Responsible Party and at a cost to be determined by the Property Owner, Architect, and Owner. Contractor shall furnish and install new trees, shrubs, and sod, watering per 02 8500. CONCRETE 03 1000 CONCRETE FORMWORK Concrete forms shall be dimension lumber, modular, or steel. 03 6000 GROUT N/A 03 8000 TOWER FOUNDATION N/A 03 8001 CATHODIC PROTECTION N/A 03 9000 SHELTER FOUNDATION Contractor shall furnish & install materials for Shelter foundation. Concrete shall be 6% f1% air entrained, and 4,000 psi at 28 days. All reinforcing steel is to be Grade 60 (ASTM 615). Anchor bolts are furnished by Contractor. Contractor shall comply with the Owner's Standard CONSTRUCTION SPECIFICATIONS MINIMUM CONCRETE STANDARDS. 03 9050 TRANSPORT AND SET SHELTER Contractor shall provide crane(s) and /or truck for setting shelter per RFQ. Contractor shall install items shipped loose within shelter, including but not limited to: exterior light and sensor and buss bars. MASONRY 04 0000 MASONRY N/A METALS 05 0000 METALS Contractor will furnish and install structural and fabricated steel items not specifically furnished by Owner, and install Owner— furnished items. Structural steel shall be fabricated and erected per AISC specifications. Welding shall conform to AWS standards. Feld welding shall be as shown on Shop Drawings, performed by AWS Certified Welders, and inspected as prescribed by the Structural Engineer. Steel shall be ASTM A992 OR A36, and 3/4" field bolts shall be A325. Temporary erecting bolts, clip hangers, and bracing shall be furnished by Contractor. Fabrications shall be shop welded if possible, and galvanized before delivery to site. Structural steel, and miscellaneous iron and steel, shall be hot dipped galvanized per ASTM A123 thickness grade 55. Fabricated iron and steel hardware shall be hot dipped galvanized per ASTM A153. Repair of damaged or uncoated galvanized surfaces shall be per ASTM A780. Contractor shall ensure the existence of a 3/8" cable safety climb system (DBI /SALA or equal) on tower. 05 5000 ANTENNA MOUNTS Contractor to furnish and install antenna mounts. Contractor shall ensure the existence of a 3/8" cable safety climb (DBI /Sala or equal) on the Tower. Contractor shall provide for temporary security fence at base of Tower. NOTE: FOR ALL WATER TANK APPLICATIONS CAPACITOR DISCHARGE STUD MANUFACTURER TO BE "NORTHLAND FASTENING SYSTEMS ", PH # 1- 800 - 432 -7883. COORDINATE WITH STRUCTURAL SPECIFICATIONS. WOOD & PLASTICS 06 1000 ROUGH CARPENTRY Contractor shall provide materials, labor for wood stoops per architectural documents, see detail booklet. 06 2000 FINISH CARPENTRY N/A THERMAL & MOISTURE 07 2000 INSULATION N/A 07 2500 FIREPROOFING N/A 07 3000 SHINGLES AND ROOFING TILES N/A 07 5000 MEMBRANE ROOFING N/A 07 6000 FLASHING AND SHEET METAL N/A DOORS AND HARDWARE 08 0000 DOORS AND HARDWARE PREFAB: Door is furnished and installed by Prefab Manufacturer with 'Construction' key core. FINISHES 09 2600 DRYWALL N/A 09 5700 FLOOR COVERING N/A 09 9000 PAINTING Touchup paint construction related scrapes & scratches. Paint bollards EXTERIOR: Contractor shall paint antennas to match per SEH Specifications (ATTACHED). On existing water tanks, the antennas and mounts an all other exposed items shall be primed and painted to match existing finish of tower. Welds and scorch marks shall be properly ground and /or cleaned before painting. Coax Cables, Hybrid Cables and Flexible Non — Metallics (as referenced within the drawings) to be solvent wiped and prepared to manufacturer's recommendations. Primer. Two (2) coats XIM Advanced Technology LIMA bonding primer /sealer. Finish: Two (2) coats Sherwin Williams Sher —Cryl HPA acrylic coating. Finish coat shall be a solid color to match existing water tower color. TNEMEC 57BR "Cloud" EXECUTION: Surface Preparation Shop Prepared Materials 1. Ferrous Metal: SSPC SP -6 Commercial Blast Cleaning Surface Profile: 1.5 -2.5 mils 2. Non — ferrous Metal: SSPC SP -7 Brush off Blast Cleaning or SSPC SP1 Solvent Cleaning and scarify by sanding Painted Surfaces: Abrade by sanding to scarify and de —gloss the existing finish Paint Application 1. Shop — Tape —off (two —inch minimum) surfaces that will be in the Heat - Affected —Zone during field welding. 2. Primer: Generic Type: Epoxy polyamide, Number of coats: 1 Dry film thickness: 2.0 -3.0 mils 3. Finish (Interior): Generic Type: Epoxy polyamide, Number of coats: 1 Dry film thickness: 2.0 -3.0 mils 4. Finish (Exterior): Generic Type: Acrylic polyurethane, Number of coats: 1 Dry film thickness: 2.0 -3.0 mils SPECIAL CONSTRUCTION 13 1260 CABLE BRIDGE & ROOF SHIELD Cable bridge to be 24 inch wide, 12 gauge, 'grip strut' supported no more than 6' -0" on center by 3 1/2" steel pipe and 3" x 5" x 1/4" x 30" long angle. Cable bridge overhang extensions not to exceed 1' -6 ". Steel to be hot dipped galvanized. Roof shield is supplied by shelter manufacturer. 13 1400 ANTENNA INSTALL Contractor shall install Owners antennas and feed lines during erecting. Contractor shall test and certify transmission lines per current VZW standards. MECHANICAL 15 4000 PLUMBING N/A 15 5000 HVAC PREFAB: Shelter is factory— equipped with two through —wall package units of 5 —ton and 10 KW capacity. ELECTRIC 16 5000 LIGHTING AND ELECTRICAL Contractor shall perform work as described on the Electrical Plans. Contractor shall provide labor and materials as necessary to complete the work shown on plans. 16 6000 GROUNDING Contractor shall make themselves familiar with and follow the current GROUNDING STANDARDS of VERIZON WIRELESS. Contractor shall perform work as shown on Grounding Plans. Any site — specific grounding issues not covered by the GROUNDING STANDARD are to be addressed by the Contractor to the Owner. OWNER — FURNISHED EQUIPMENT & FEES PREFABRICATED EQUIPMENT SHELTER & ROOF SHEILD ANTENNAS AND DOWNTILT BRACKETS BUILDING PERMIT FEE MATERIALS TESTING FEES SPECIAL INSPECTIONS FEES CONTRACTOR— FURNISHED EQUIPMENT WAVE GUIDE SUPPORTS, INCLUDING LINE HANGER 'SNAP —IN' CHANNELS, 'UNISTRUT' MATERIALS AND CONNECTORS. COAXIAL CABLES, CONNECTORS, BOOTS, RELATED HARDWARE POWER TO SITE, TELCO TO SITE. CABLE BRIDGE SCOPE OF WORK: CONTRACTOR SHALL PROVIDE MATERIALS, LABOR, TOOLS, TRANSPORTATION, SUPERVISION, ETC. TO FULLY EXECUTE WORK. WORK REQUIREMENTS ARE DETAILED ON THE DRAWINGS AND SPECIFICATIONS AND SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS: SITE PREPARATION SITE WORK AND ROAD CONSTRUCTION SHELTER FOUNDATION CONCRETE PAD COMPOUND AND FENCING SITE GROUNDING ELECTRICAL AND TELEPHONE SERVICES SET SHELTER INSTALL ANTENNAS & CABLES CABLE BRIDGE & ROOF SHIELD Contractor to compare drawings against Owner's "Request for Quote ", (RFQ). If discrepancies arise, Contractor shall verify with Owner that the RFQ supersedes the drawings. ° Jr °DALr'': LICENSED ARCHITECT 12427 e, ` ` ° °• � � I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Date' DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGNI EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: OUTLINE SPECIFICATIONS DRAWN BY: TRD DATE: 09 -15 -15 CHECKED BY: CDB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 A -7 09 9000 PAINTING Touchup paint construction related scrapes & scratches. All exhaust ports on the Ve6zon equipment shelter must be field surface prepared and painted black with appropriate high tempurature coating. a. Painting of all new items and repair of all damaged areas of the tower will be required. Surface preparation and painting requirements are as follows: Under the direction of the Engineer, spot repair the tank and tower surfaces where the coating has been damaged by structural repairs and modifications using SSPC —SP -10 Near White Metal Blast Clean. This work includes all new items and at other areas damaged by structural repairs or modifications. Feather edges of existing coating, at spot blasted areas, using SSPC —SP -3 Power Tool Cleaning methods. b. Before any primer or coating is applied, metal surfaces shall be completely dry, dust free, inspected, and approved by the Engineer. c. No coating shall be permitted when the relative humidity is expected to exceed 85% or temperature is expected to drop below 40 degrees within 8 hours after the application of the coating. Proceed with surface preparation and coating application only when air and surface temperatures are above the manufacturer's recommended minimum surface temperature and below 100 degrees F, and surface temperature is at least 5 degrees above wet bulb air temperature reading. Coating shall not be applied to dusty, wet, or damp surfaces and shall not be applied in rain, snow, fog, or mist. If working conditions are questionable, the Engineer shall make the decision and the Contractor shall accept the Engineer's interpretation as final and binding. d. Prime coat must be applied within 8 hours of abrasive blasting. e. Apply by brush one (1) additional coat of primer to insure a uniform coat of primer thoroughly worked into and around all seams, welds, bolt assemblies, plate overlap seams, and other irregularities in the surface. f. Antennas, exterior coax cables, and exterior jumper cables to be painted to match existing tank color. All items attached directly to the tank, such as mounting brackets and supports, should be painted to match existing tank coating system and color. Cables may require scarification prior to coating. g. Exposed coaxial cables: Solvent wipe all exposed cables prior to priming with the recommended solvent. Prime the cables and jumper cables with 2 coats of X —I —M Coax Cable Binder & Sealer (Product No. 1138). Manufacturer's phone number is (800) 262 -8469. After priming, apply one finish coat to the cables as directed by the engineer. h. If galvanized materials used, the galvanized surfaces must be solvent wiped and brush — blasted prior to coating. j. Specifications apply to both shop and field coating. k. Exterior surface spot repair and re— coating: k.a. Spot prime and finish coat repaired areas as specified by manufacturer. The coating system shall match the existing coating system on the tower. The exterior primer shall be TNEMEC Series 90 -1K97 Aromatic Polyurethane, Zinc Rich Primer 2.0 — 3.5 mils DFT. The DFT of the primer at any individual spot measurement location shall be 3.0 mils minimum. Intermediate coat shall be TNEMEC Series N140, at 4.0 — 6.0 mils DFT. The DF of the primer plus intermediate coat at any individual spot measurement location shall be 5.0 mils minimum. Exterior finish coat shall be TNEMEC Series 1075 at 2.0 — 4.0 mils DFT. The total dry film thickness including the primer and the finish coat shall be 8.0 mils minimum — 13.5 mils with an average of 11.0 mils DFT. The minimum dry film thickness of the coating at any individual spot location shall be 8.0 mils. Color shall match the existing coating color (TNEMEC 57BR "Cloud ") on the tower. k.b. Exterior coating shall be by brush and roller only. I. Interior wet surface spot repair and re— coating: Spot blast the interior area of the tank at locations damaged during installation of antenna support brackets and penetrations through tower, to an SSPC —SP -10 Near White Metal Blast. Feather edges of existing coating, at spot blasted areas, using SSPC —SP -3 Power Tool Cleaning methods. The coating system shall match the existing coating system on the tank. It is believed that the existing coating system is a TNEMEC Series 90 -1K97 Aromatic Polyurethane, Zinc Rich Primer 2.0 — 3.5 mils DFT. The DFT of the primer at any individual spot measurement location shall be 3.0 mils minimum. Intermediate coat shall be TNEMEC Series N140, at 4.0 — 6.0 mils DFT. The DFT of the primer plus intermediate coat at any individual spot measurement location shall be 6.0 mils minimum. The finish coat shall be TNEMEC Series N140 at 4.0 -6.0 mils. The total dry film thickness including the primer, intermediate and finish coat shall be 9.0 mils minimum — 12.0 mils with an average of 10.0 mils. The minimum dry film thickness of the coating at any individual spot location shall be 8.0 mils. The color shall match the existing interior dry color of 15 BL Tank White. Shop Painting shall follow the above mentioned procedures. IT. Antennal panel painting instructions: Hand scarify with 120 grit sand paper Solvent wipe the antennas with Denatured alcohol Prime with Sherwin Williams Pro —Cryl primer at 2.0 -4.— mils DFT Finish coat with Sherwin Williams Sher —Cryl high performance Acrylic at 2.0 -4.0 mils DFT Color to match the existing color on the tower (TNEMEC 57BR "Cloud ") J. LICENSED ARCHITECT 12427 Z ......... ..... ...: e - I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Date' DESIGN L 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGNI EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: PAINTING SPECIFICATIONS DRAWN BY: TRD REV. A 1 REV. C 02 -16 -161 F fe MA GENERAL GROUNDING NOTES: An external buried ground ring (Lead 1) shall be established around the equipment shelter and tower foundations. Lead 1 shall be kept 24" from foundations; if foundations are less than 48" apart, keep Lead 1 centered between them. If the tower base is over 20' -0" from the equipment shelter, a separate Lead 1 shall be established around each foundation, and the two Lead 1 s shall be bonded with two parallel leads at least 6 feet apart horizontally. Connections between the two Lead is shall be bi— directional. All subgrade connections shall be by exothermic weld, brazed weld, or gas —tight UL467— listed compression fittings pre — filled with anti — oxidant compound. Subgrade connections shall not be 'cold galvanize' coated. Lead 1 shall be #2 solid bare tin —clad (SBTC) copper wire buried at local frost depth. Lead 1 bends shall be minimum 24" radius. 'Whip' lead bends may be of 12" radius. Ground rods shall be galvanized steel, 5/8 "0, spaced ten feet apart, or as shown. Rods shall be kept min. 24 inches from foundations. Ground rods are required to be installed at their full specified length. Depth shall be as shown in Detail 1/G1. SPECIAL CONSIDERATIONS FOR GROUND RODS: When ground rods are not specified to be backfilled w/ Bentonite Slurry: If boulders, bedrock, or other obstructions prevent driving of ground rods, the Contractor will need to have drilling equipment bore a hole for ground rod placement. Hole to be backfilled w/ Bentonite Slurry. When specified with slurried Bentonite encasement, drilling equipment will be need to be used to be bore a hole for ground rod placement. Slurry shall be made from pelletized material ( "Grounding Gravel "); powdered Bentonite is not allowed. If boulders, bedrock, or other obstructions are found, Contractor shall drill to the specified depth and provide Bentonite encasements. Above —grade connections shall be by lugs w/ two —hole tongues unless noted otherwise, joined to solid leads by welding (T &B 54856BE 'BROWN'), self— threading (RECOGNIZED, EM 2522DH.75.312), or 10,000psi crimping (BURNDY YA3C 2TC 14E2). Surfaces that are galvanized or coated shall have coating(s) removed prior to bolting. Bolts shall be stainless steel with flat washers on each side of the connection and a lock washer beneath the fastening nut. Star —tooth washers shall be used between lug & dissimilar metal (capper —to— steel, etc) but are not required between tin —clad CU lugs & tin —clad CU bus bars. Lug tongues shall be coated with anti — oxidant compound, and excess compound wiped clean after bolting. The connection shall then be coated with cold — galvanizing compound, or with color— matching paint. Ground bars exposed to weather shall be tin —clad copper, and shall be clean of any oxidation prior to lug bolting. Galvanized items shall have zinc removed within 1" of weld area, and below lug surface contact area. After welding or bolting, the joint shall be coated with cold galvanizing compound. Ground Bar leads Ground bars are isolated electrically from tower bottoms and equipment shelters by their standoff mounts. Leads from each ground bar to the ground ring shall be a pair of #2 SBTC, each connected to Lead 1 bi— directionally with #2 SBTC 'jumpers'. Pairs of #2 SBTC may be required between ground bars. Leads shall be routed to ground bars as follows: * The Main Ground Bar (MGB), typically mounted inside on the equipment shelter 'back' wall. * The Entry Cable Port Ground Bars (ECPGB), mounted inside and outside on the equipment shelter walls beneath the transmission line port. Note: Transmission line grounds also attach to the ECPGBs. * The Transmission Line Ground Bar (TGB) mounted at the base of the tower to which the transmission line grounds are attached. Transmission line grounds also attach to the TGBs. NOTE: Contractor shall confirm that TGBs exist at 75 —foot vertical intervals on any guyed or self — support tower, and that transmission lines are grounded to each TGB. Only the bottom —most TGB is isolated from the tower steel frame; upper TGBs may use the tower steel frame as common ground, requiring no copper leads between TGBs. 2 SBTC Whip leads eads "Whip" leads shall connect the buried external ground King to the following items: Monopole Towers: * Three whips to flanges on the monopole base, at least 90' apart. If none are provided, attach to the baseplate or consult tower manufacturer. Self— Support Towers: * Two whips to flange(s) on each tower leg base. If none are provided, attach to the baseplate or consult tower manufacturer. Guyed Towers: * Two whips to flange(s) on the tower base. If none are provided, attach to the baseplate or consult tower manufacturer. * Establish a Lead 1 within the fence enclosure of each guy anchor, at least 40 foot perimeter and having 4 ground rods. * #2 SBTC leads shall extend up, and be clamped (bronze clamshell or equal), to any two guy wires. NEVER weld leads to the guy wires. The lead to the guy anchor 'hand' plate may be welded. Fences: Metallic fence within 25 feet of tower Lead 1, or within 6 feet of shelter lead 1, shall have whip leads as follows: * Each corner post. * Each pair of gate posts. * Any line post over 20' -0" from a grounded post. * Each gate leaf to its respective gatepost using braided strap (3/4 ", tin —clad copper w/ lug ends). * Fences around guy anchors shall be grounded in similar fashion. Fuel tanks: NEVER WELD to any fuel enclosure. NEVER penetrate the fuel containment. Metal tanks shall have one whip lead attached. Use an approved clamp or two —hole lug on an available flange. EE uioment Shelter and Other General Requirements: * Extend new Lead 216 up to shelter halo, remaking two —way connections as needed. Generator — equipped shelters have 6 such connections. Connections within the shelter shall be by compression; NEVER weld inside the shelter. * Each vertical support pipe of the exterior cable bridge. Bridge end shall be kept at least 6" from the tower structure. The cable bridge shall be jumpered to the vertical support pipes with #2 SBTC at each vertical support pipe. * Opposite corners of the roof shield over the equipment shelter. * Each HVAC unit shield, if separate (may be ' jumpered' to main roof shield). * Each HVAC package unit. * Commercial electric meter box. * Generator receptacle, if present. * Steel building skid, if shelter is metal frame. * Each air intake or exhaust fan vent louver. * Each generator vent hood or louver. * Generator exhaust stack, external. * Opposite corners of generator support frame, if separate from shelter. * Generator fuel tank, if separate from generator unit. * Host building rain gutter, downspouts, and roof flashings within 25 feet. * Telco MPOP (Main Point of Presence), if external to equipment shelter. * Within cable vaults, one each to the ladder and to the manhole rim. Note: The door frame is connected to the interior ground halo, and need no separate connection to the external ground ring. Inspection & Testing Test lead #1 and ground rods after installation but before backfilling or connecting to any other grounding, using the 3 —point fall of potential method. Contractor to notify Verizon Wireless senior construction engineer at least 48 hours prior to testing. Document installation and test results with photographs. SYMBOL AND NOTE LEGEND #2 SBTC AROUND SHELTER, TOWER, OR GUY ANCHOR 5/8" X 10' -0" GALVANIZED STEEL GROUND ROD O TEST WELL PREFERRED LOCATION #2 SBTC 'WHIP' LEAD (2) #2 SBTC FROM MGB, PGB, OR TGB TO LEAD 1 © AC HVAC UNIT 21B BC BUILDING CORNER © BO BOLLARD © CBS CABLE BRIDGE SUPPORT POST ® EL ELECTRICAL SERVICE GROUND © EM COMMERCIAL ELECTRICAL METER © FAN GUY ANCHOR PLATE © FP FENCE POST 90 GEN GENERATOR NSTD33 -9 GP GATE POST, 3/4" BRAID STRAP TO LEAF © GPS GPS UNIT © GUY GUY WIRE, MECH. CLAMP ONLY — NO WELDS © HL HOOD OR LOUVER © HB OUTSIDE OF HOFFMAN BOX 5Q MGB MAIN GROUND BAR © MU GENERATOR MUFFLER 53) PGB PORT GROUND BAR © RBR FOUNDATION REINFORCING © RS ROOF SHIELD © SB STEEL BEAM © SP STEEL POST © STP STEEL PLATFORM © TEL HOFFMAN BOX Q5 TGB TOWER GROUND BAR © TWR TOWER BASE © VP DIESEL FUEL VENT PIPE Note: Contractor to provide #2 solid bare tin —clad (SBTC) copper wire lead from #1 ground ring to air conditioner & ice shield if provided by VZW. LEAD IDENTIFICATION & DESCRIPTION: 1 RING, EXTERNAL BURIED w/ RODS #2 SBTC 1A RING, CONCRETE ENCASED #2 SBTC 2 DEEP ANODE (TO IMPROVE OHMS) ROD OR PIPE 3 RING TO BLDG STL FRAME #2 SBTC 4 MAIN AC PANEL NEUTRAL BUS TO (2) GROUND RODS, ISOLATED FROM LEAD #1 NEC 250.66 5 RING TO GROUND BAR T2TF2 SBTC 6 RING TO EXT MTL OBJECT #2 SBTC 7 DEEP ANODE TO MGB NSTD33 -9 8 AC PANEL TO WATER METER NEC 250.66 9 EXT WATER TO INT WATER PIPES NSTD33 -9 10 INT WATER PIPE TO MGB NSTD33 -9 11 -12 NOT USED 38 FGB TO PDU GB #750MCM I —STR 13 AC PANEL TO MGB NSTD33 -9 14 MGB /FGB TO BLDG STL FRAME #2/0 I —STR 14C MGB /FGB TO ROOF /WALL MTL PNL #1/0 I —STR 15 MGB /FGB TO FGB —HE SAME FLOOR #2/0 I —STR 16 NOT USED 16A ECPGB TO CABLE ENTRY RACK #1/0 I —STR 17 MGB TO CABLE SHIELDING #6 I —STR 17A ECPGB TO CABLE SHIELDING #6 I —STR 17B MGB /FGB TO F -0 SPLICE SHELF #1 I —STR 18 LOWEST MGB /FGB TO HIGHEST FGB #2/0 I —STR 19 LEAD 18 TO OTHER FGBs, <6' #2/0 I —STR 20 MGB /FGB TO BRANCH AC PNL #6 I —STR 20A NEAREST GRND TO DISCONNECT PNL NEC 250.66 20B GWB TO AC DISTR PNL #6 I —STR 21 MGB /FGB TO INT HALO #2 I —STR 21A INTERIOR 'GREEN' HALO #2 I —STR 21B INT HALO TO EXT RING #2 SBTC 21C INT HALO TO EQUIPMENT MTL #6 I —STR 22 ROOF TOWER RING TO ROOF GRND NFPA 780 23 MGB /FGB TO ECPGB, SAME FLOOR #1 I —STR 23A MGB /FGB TO CXR —HF LINR PROT #6 I —STR 24 ECPGB TO EACH PROTECTOR ASSEMBLY #6 I —STR 24A LOWER PROT ASSY TO UPPER #6 I —STR 25 RING TO NEAREST LIGHTNING ROD #2 SBTC 26 LGHTNG ROD SYS TO NEARBY MTL NFPA 780 27 RING TO TOWER RING (2) #2 SBTC 28 RING TO SHELTER RING (2) #2 SBTC 29 BRANCH AC PNL TO BTTY CHG FIRM NSTD33 -11 30 BRANCH AC PNL TO OUTLETS NSTD33 -11 31 MGB /FGB TO PWR, BTTY FRAMES #2/0 I —STR 32 #31 TO BATTERY CHARGER FRAME #6 I —STR 33 #31 TO BATTERY RACK FRAME #6 I —STR 34 #31 TO PCU FRAME #6 I —STR 35 #31 TO DSU FRAME #6 I —STR 36 #31 TO PDU FRAME #6 I —STR 37 MGB /FGB TO BUY RETURN NSTD33 -14.5 37A MGB /FGB TO RTN TERM CARR SUPP #6 I —STR 38 FGB TO PDU GB #750MCM I —STR 38A FGB TO PDU GB CARRIER SUPPLY #2/0 I —STR 39 DC BUS DUCT TO NEXT SECTION #6 I —STR 40 DC BUS DUCT TO MGB /FGB #6 I —STR 41A MGB /FGB TO #58 #2/0 I —STR 42 -44 NOT USED 45 MAIN AC PNL TO BRANCH AC PNL NSTD33 -11 46 BRANCH AC PNL TO DIED OUTLET NSTD33 -11 47 FGB TO INTEG FIRM #2 I —STR 48 LEAD #31 TO INTEG FIRM #6 I —STR 49 INTEG FIRM TO EQUIP SHELF BY FASTENERS 50 PDU BTTY REr TO #51 #2/0 I —STR 51 #50 TO TRANS FRM ISO DC PWR #6 I —STR 52 TRANS FIRM FUSE TO FIRM OR BAR #8 I —STR 53A MGB /FGB TO PDF /BDFB NSTD33 -22 54 MGB /FGB TO STATIC DEVICES #6 I —STR 55 MGB /FGB TO CABLE AT ENTRY #6 I —STR 56 MGB /FGB TO AC PWR RADIO XMTTR #6 I —STR 57A MGB /FGB TO CBL GRID /RUNWAY #2/0 I —STR 58A #41A TO AISLE FRAME #2 I —STR 59A #58A TO EACH SGL FRAME GRND #6 I —STR 60 -89 NOT USED 10,000 PSI COMPRESSION FITTING 90 GENERATOR FRAME TO EXT RING #2 SBTC LICENSED ARCHITECT 12427 e,� ` Z.................:- I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 07, Date' DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 W W W.DESIGNI EP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 NOTE: REMOVE GALVANIZING FROM O DATE: O CHECKED BY: COB PROJECT FENCE POSTS IN AREAS LUGS WILL REV. B 12 -07 -15 REV. C BURNDY 20151251797 BE INSTALLED. LIGHTLY COAT THE O O YA6C 2TC 14 LOC. CODE: 387832 UNDERSIDE OF THE LUGS W/ CRIMP LUG O ANTI —OX COMPOUND BEFORE ATTACHING TO POSTS. BELDEN MIN C ru O UBgIAR HAYWARD BRAIDED TOP VIEW SIDE VIEW STRAP TWO —HOLE 10,000 PSI GATE BONDED TO FENCE POST HYTAP CONNECTOR COMPRESSION FITTING (2 TWO —HOLE 10,000 PSI COMPRESSION FITTING 10,000 PSI COMPRESSION FITTING UL 9498 LISTED w/ 314" BRAIDED TINNED COPPER JUMPER STRAP FITTING MUST BE UL467 LISTED SCHOOL BLVD ACCEPTABLE FOR DIRECT BURIAL MONTICELLO, MN 55362 COMPRESSION CONNECTOR DETAILS SHEET CONTENTS: 2 SCALE: NONE GROUNDING NOTES i 1 N KI &A1.� ul IIP'" TYPE VS TYPE VS ROUND SURFACE FLAT SURFACE WELD: THOMAS & BETTS, 54856BE BROWN33" CRIMP: BURNDY, YA3C 2TC 14E2, 10,000 PSI SCREW RECOGNIZED, EM 2522DH.75.312 TYPE HS TYPE GT TYPE PT TYPE GL LUG EXOTHERMIC WELD DETAILS 1 SCALE:NONE DRAWN BY: TRD DATE: 09 -15 -15 CHECKED BY: COB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 G -1 10' -0° O.C. OR AS SHOWN NORTH GROUNDING PLAN 1 SCALE: NONE �-D EM ©yI SP I I I I I® I I 0 o w o ¢ V) N I1 r - - - -1 1 I L - - - -J x- GROUNDING DETAIL INDEX J..Dq /L',, O��•° �� °•°.rte LICENSED ARCHITECT I - 12427 /9 <, p•`� % .......... 777 DETAIL DETAIL DESCRIPTION 11.1 TEST WELL DETAIL GROUND RING & ROD DETAIL 11.2 SHELTER HALO DETAIL 11.3 REBAR GROUNDING DETAIL 11.4 if 11.5 TYPICAL GROUNDING CABLE BRIDGE DETAIL 11.6 TYPICAL TOWER GROUNDING DETAIL FPQ6 FP TEST WELL PREFERRED // y j �y - - -� LOCATION i _ i ©© EL � � SRS �!\ �, � 1© GP 1 x I I I x AC 6� I I x - I AC© x I j RS 1 1 I FP© 4 ' o III �� /I GP FP© ©I I I TELI 1 I / RBR 10' -0° O.C. OR AS SHOWN NORTH GROUNDING PLAN 1 SCALE: NONE �-D EM ©yI SP I I I I I® I I 0 o w o ¢ V) N I1 r - - - -1 1 I L - - - -J x- GROUNDING DETAIL INDEX J..Dq /L',, O��•° �� °•°.rte LICENSED ARCHITECT I - 12427 /9 <, p•`� % .......... 777 DETAIL DETAIL DESCRIPTION 11.1 TEST WELL DETAIL GROUND RING & ROD DETAIL 11.2 SHELTER HALO DETAIL 11.3 REBAR GROUNDING DETAIL 11.4 CONDUIT DETAIL & CONCRETE STOOP PENETRATION DETAIL 11.5 TYPICAL GROUNDING CABLE BRIDGE DETAIL 11.6 TYPICAL TOWER GROUNDING DETAIL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 ice.• .�. Date: DESIGN 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.DESIGNlEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 PROJECT 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: GROUNDING PLAN NOTE: DRAWN BY: DATE: 1. CONTRACTOR SHALL ENSURE THAT EACH CHECKEDE WHIP IS ROUTED TO LEAD 1 BY THE REV. A SHORTEST PATH, AND BENDS SHALL NOT REV.B BE LESS THAN 12" RADIUS REV. C G -2 TRDI 10 -07 -15 12 -07 -15 02 -16 -16 �ryF L YNUVUStU WANU HULG/VULL tlUR, LOCATED WITHIN PUBLIC RIGHT OF WAY INSTALLED BY DARK FIBER PROVIDER PROPOSED FIBER DISTRIBUTION PEDESTAL MAY BE REQUIRED BY UTILITY PROVIDER / _ PROPOSED HAND HOLE /PULL BOX, LOCATED WITHIN PUBLIC RIGHT OF WAY INSTALLED BY LIT FIBER PROVIDER PROPOSED 17" X 30" X 24" HAND HOLE /PULL BOX, 12" MAX. FROM RIGHT OF WAY. BY G.C. °yF 0� �c �XISTINC OF WAY LINE Oye ye v � c °yf N S ` LESSEE 20' WIDE �He ACCESS & UTILTIES A , RIGHTS OF WAY \ �\ \ EXISTING SIGN ��� �yF� 3 Oy0 L \yc 0/,Z- �Oy OyF >F \ °yf EXISTINTYPTILITIES, °ye LESSEE 10' WIDE °yF UTILTIES RIGHT OF WAY X EXISTING 6' WIDE DRAINAGE \ % \ \ & UTILTIES EASEMENT % \ � o \ yF \E NORTH FIBER PULL BOX LOCATION PLAN GRAPHIC SCALE 3 SCALE: 1/16" = 1' -0" o 1 81 18' PROPOSED UGC 0 ELECTRICAL RUN FROM METER & DISCONNECT TO SHELTER, GC, 2 APPROX 20 LFJ + I I 0 I 0 PROPOSED JUNCTION BOX WITH INTERNAL GROUND BAR I (PER GROUNDING DETAIL) I PROPOSED UG FIBER I OPTIC RUN FROM HAND HOLE TO SHELTER c� LESSEE 10' WIDE �I UTILITIES RIGHT OF WAY /-4—x L3 PROPOSED METER & OG f` I DISCO DENNECT, SEE I TAIL INDEX L I LESSEE 33 X 20' LAND SPACE PROPOSED 17" X 30" X 24" HAND HOLE /PULL BOX AND UNDERGROUND FIBER CONDUIT TO JUNCTION BOX BY G.C. NORTH 2 COMPOUND UTILITY PLAN GRAPHIC SCALE SCALE: 1/16" = 1' -0" o 1 st 1s' PROPOSED UNDERGROUND FIBER CONDUIT WITH A TRACEABLE WIRE FROM HAND HOLE /PULL BOX WITHIN PROPERTY, TO COMPOUND HAND HOLE /PULL BOX BY G.C., MINIMUM OF 42" BELOW GRADE W/ 2 DETECTABLE RIBBONS, APPROX 710 LF LESSEE 20' WIDE ACCESS — & UTILITIES RIGHTS OF WAY POWER TYPE: \ \ \\ 120/240V, SINGLE `� PHASE, 200 AMPS t-4 1. CONTRACTOR TO COORDINATE PUBLIC AND PRIVATE UTILITY LOCATES PRIOR TO CONSTRUCTION START. NOTIFY THE ARCHITECT AND THE VZW CONSTRUCTION ENGINEER IMMEDIATELY OF ANY UTILITY LINE ISSUES. 2. EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND NOT ALL UTILITIES ARE SHOWN. CONTRACTOR IS RESPONSIBLE TO NOT DAMAGE UNDERGROUND UTILITIES AND MUST CONDUCT BOTH PUBLIC AND PRIVATE UTILITY LOCATES BEFORE EXCAVATING. 3. CONTRACTOR SHALL RESTORE ALL AREAS, INCLUDING LANDSCAPE, DISTURBED BY CONSTRUCTION TO PRE — CONSTRUCTION CONDITIONS. 4. PROPOSED CONDUIT TO BE 2" DIA SCHEDULE 40, 2" DIA SCHEDULE 80 CONDUIT TO BE INSTALLED UNDER A ROADWAY /PARKING LOT OR IF SPECIFIED BY A LAND OWNER �X ", t OyF - -- \ UTILIZE EXISTING TRANSFORMER _ PROPOSED UG ELECTRICAL I \\X \ RUN FROM EXISTING ( / TRANSFROMER TO METER & DISCONNECT, BY GC, MIN 42" BELOW GRADE, N / W/ 2 DETECTABLE RIBBONS, APPROX 155 LF / I \ V x _ _x_' \• I� u1 I � � x x �—x x x x x x —x— O II I I II II I Lj I� I NORTH 1 SITE UTILITY PLAN GRAPHIC SCALE SCALE: V = 100' -0" o so' 00' LICENSED ARCHITECT 12427 Q I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of Minnesota. ROBERT J. DAVIS, Reg. No. 12427 Sign Date: DESIGN h. 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903-9299 WWW.DESIGNIEP.COM VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 (612) 720 -0052 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO. MN 55362 SHEET CONTENTS: SITE UTILITY PLAN PULLBOX LOCATION PLAN DRAWN BY: TRD DATE: 09 -15 -15 CHECKED BY: CDB REV. B 12-07-151 REV. C U -1 mm 4255 LeAit Avenue N. 8L Paul, Minnesota %125 Plwrie: 551.415.3550 Fax: 541.415.2001 Paul -Bb i Verret -DBbdl lakes- Fatal -Sian Fess W Web: www.uSeiS.aan EXISTING I hereby certify that this plan SEAM WELD epareidcabonmero report PROP. CABLES —FIBER nder m P p Y Y FEED TAILS FROM MAIN direct supervision and that I DISTRIBUTION BOX am a duly Licensed Professional (SECTOR Z) TO RRUS Engineer nder the laws (SECTOR Z) (FIELD of the e St State of Minnesota. VERIFY) - zz ryPed d or ISAAC ODLAND Z" SECTOR @ ", / Signature: 290° AZIMUTH - EXISTING 47985 3 "x3"xY4° KICKERS PROPOSED MAIN - (TYP.) BOX AND ., !> Q' 0 Gj�Q. "X" SECIOR @ Lc No.: oa }e: 12 -07 -15 RRUS. RRUS. TYP. EACH 50° AZIMUTH EXISTING SECTOR , \ 1 ( WATER TAN �� CONCRETE WALL • ° EXISTING - TANK 1% PROPOSED ANTENNAS TYP. EACH SECTOR EXISTING WATER MAIN DESIGN 6 CONTRACTOR TO UTILIZE VENT ` SUPPORT EXISTING PENETRATIONS �� ROBERT J DAVIS, All FOR VERIZON CABLE, WITH G PROP. CABLES—FIBER ARCHITECT NEW WATERPROOF BOOTS 5(� MAIN 9973 VALLEY VIEW RD. \ (FIELD VERIFY SIZE) TYP. "" -- -- -_\ \ DISTRIBUTIONF BOOM EDEN PRAIRIE, MN 55344 �Q. — (SECTOR X) TO RRUS (952) 903 -9299 EXISTING AIRWAY �� (i (SECTOR X) (FIELD ANTENNA BY OTHERS VERIFY) EXISTING (TYP. 3 LOCATIONS) B CLIMBING TYP. S-6 PROPOSED PENETRATION LADDER PROPOSED IN EXISTING DRYTUBE FOR EXISTING I 1O ANTENNA TYP. PROPOSED HYBRID DRYWELL EACH SECTOR CABLES. SEE DETAIL E TUBE �\O SHEET S -2. (FIELD (3) PROP. HYBRID CABLES Q 7 EXISTING VERIFY LOCATION) VERIZON FROM GROUND EQUIPMENT , - - -� � ' EXISTING � � _ -" PROPOSED OVERFLOW FOR PROPOSED HYBRID CABLE TO MAIN DISTRIBUTION BOXES DRYWELL RRUS. TYP. PIPE AND WIRELESS (SECTOR X, Y AND Z) �� TUBE EACH SECTOR WALL ROUTING INSIDE BELOW SUPPORT EXISTING DRYTUBE 10801 BUSH LAKE ROAD CONTRACTOR TO INSTALL SEE DETAIL A SHEET S -3 BLOOMINGTON, MN 55438 Z— BRACKETS BETWEEN EXISTING DRY TUBE AND HANDRAIL \T EXISTING OBSTRUCTION �� PROPOSED FOR HYBRID CABLE f EXISTING MANWAY I LIGHT TO BE HYBRID CABLES INSTALLATION (TYP). TANK HATCH RAISED AND TO BE ROUTED (FIELD VERIFY EXACT VENT RELOCATED TO EXISTING UNDER EXISTING LOCATION, Z— BRACKET EXIST VERTICAL CATWALK CATWALK AT THIS PROJECT LENGTH & QUANTITY)(SEE —� POST. SEE DETAIL AND LOCATION ONLY C /S -3 FOR ADDITIONAL C SHEET S -4 RAILING 20151251797 INFORMATION) EXISTING OVERHEAD MINC — - EXISTING EXISTING CLIMBING °�� DOOR CONDUIT FOR LADDER FROM GROUND o OBSTRUCTION LIGHT LEVEL TO CATWALK LEVEL HAYWARD EXISTING JUNCTION BOX AND CONDUIT a o o EXISTING PROPOSED HYBRID CABLES CONDUITS AT ON CLUSTER BOX MOUNT FLOOR LEVEL EXISTING CONDUIT ROUTED (SEE DETAIL D SHEET S -2) (TYP.) ALONG THE OUTSIDE OF THE EXISTING HANDRAIL SCHOOL BOULEVARD PROP. CABLES —FIBER PROPOSED MINTICELLO, MN 55362 FEED TAILS FROM MAIN HYBRID CABLE ON VERTICAL DISTRIBUTION BOX BRACKET MOUNT (SECTOR Y) TO RRUS A �� (SECTOR Y) (FIELD "Y" SHEET S-2) PROPOSED PLAN VIEW VERIFY) SECTOR @ 170' AZIMUT' N N DRAWN BY: GJP DATE: 12 -07 -15 CHECKED BY: IJO REV. 0 LEI PROJ. # 15.003359 PLAN @ PROPOSED ANTENNA LAYOUT 1/4° = V -0° B PLAN @ PROPOSED WATER TOWER GROUND �,. - - A S- LEVEL ALONG WITH CATWALK /DRYTUBE LAYOUT 1 FIELD VERIFY LOCATION OF CONTRACTOR TO FIELD VERIFY LOCATION OF PROPOSED APPLY SILICONE PROPOSED BRACKET CAULK PRIOR TO BRACKET wi� TIGHTENING NUTS PROPOSED SIMPSON (TYP.) TITEN HD CONCRETE ANDREW GALV, OUTSIDE SCREW ANCHOR Y2 "x3" (2 SCREWS QWLe.1i A- .N. BL Peal, 11,11 Win (3) PROP. HYBRID UNIVERSAL ANGLE CABLES WITH EQUAL MOUNTED @ 3' -0" O.C. SNAP —IN HANGERS - - -- —_- EXISTING WATER TOWER CONCRETE PER BRACKET) (IF NEEDED OVERSIZED WASHER) ote Phan: e5—I&W5a Fax 851.x15.2001 sc Pie - elPeacx- De— -De lUi -Farpo -Stitt Fab We°° www.olrolo�wa AND GROMMETS CONTRACTOR TO ' PROVIDE & INSTALL A (3) PROP. HYBRID CABLES WITH WALL NEOPRENE PAD AND - SNAP —IN HANGERS. I hereby certify that this plan METAL SHIM BETWEEN OUTSIDE / AND GROMMETS 5 specification, or report was prepared by me or under my THE BEAM CLAMP & _ direct supervision and that I THE LIP OF THE 4 CONTRACTOR TO a m a duly Licensed Professional EXISTING CATWALK a NSIDE N CAULK PRIOR TO of Engineer d the of r Minnesota. _ TIGHTENING NUTS rasa air PROPOSED EXISTING CATWALK (TYP.) Printed Name: ISAAC ODLAND VALMONT /SITE PRO 1 SNBX3 GALV. MINI � EXISTING WATER 11 14° 010 BRACKET @ TOWER CONCRETE Signature, 48" O.C. MAX OR WALL a Li, Na... 47985 APPROVED EQUIVALENT Q CONTRACTOR TO INSTALL (TYR) 1/2 "0 GALVANIZED A36 Dare: 12 -07 -15 CONTRACTOR TO INSTALL J —BOLT FOR HYBRID VALMONT SP1587 BRACKET CABLE AND COAX - TO PROPERLY SECURE .SUPPORT (CONTRACTOR NSIDE HORIZONTAL COAX AND TO VERIFY EXACT HYBRID CABLE. (FIELD QUANTITY AND LOCATION) PROPOSED SIMPSON VERIFY EXACT LOCATIONS (TYP.) DESIGN CONTRACTOR TO INSTALL TITEN HD CONCRETE AND QUANTITY, SPACE AT VALMONT SP1587 BRACKET SCREW ANCHOR 48" O.C. MAX.) ROBERT J DAVIS, All TO PROPERLY SECURE Y "x3" ( 2 SCREWS (3) PROP. HYBRID HORIZONTAL COAX AND PER BRACKET) (IF CABLES WITH ARCHITECT HYBRID CABLE. (FIELD NEEDED OVERSIZED SNAP —IN HANGERS 9973 VALLEY VIEW RD. VERIFY EXACT LOCATIONS WASHER) AND GROMMETS EDEN PRAIRIE, MN 55344 AND QUANTITY, SPACE AT (952) 903 -9299 48" O.C. MAX.) PROPOSED COAX ROUTING PROPOSED HORIZONTAL COAX ROUTING AT PROPOSED COAX VERTICAL ROUTING FROM AT CATWALK Nc - C FLOOR LEVEL (IF NEEDED) No SCALE B FLOOR LEVEL TO CATWALK LEVEL No SCALE A GENERAL NOTES: NOTE: CONTRACTOR TO FORM KICK PLATE 1. FIELD VERIFY EXACT LOCATION OF NEW USING (1) 10 "0 SCH. 80 PIPE & Y2" VERIZON PENETRATION TO AVOID INTERFERING WITH CLIMBING LADDERS AND ANY OTHER PART OF FLAT STOCK. W WIRELESS THE WATER TOWER. 10801 BUSH LAKE ROAD 2. PROPOSED PENETRATION SHALL BE BLACK HOT BLOOMINGTON, MN 55438 DIPPED GALVANIZED, (FIELD PRIMED AND PAINTED TO MATCH THE EXISTING WATER TOWER COLOR. EXISTING WATER TANK DRYWELL PROJECT F 20151251797 S -2 MINC HAYWARD Y2 "x12 %4" PLATE 4" 7 0' N SCHOOL BOULEVARD MINTICELLO, MN 55362 SHEET CONTENTS: BEVEL PLATE AS SHOWN SECTIONS AND DETAILS 10 "4 SCH. 80 PIPE DRAWN BY: GJP SEAL (CUT IN HALF) DATE: 12 -07 -15 3/5 WELD BY: IJO NCHECKED REV. 0 LEI PROJ. # 15.00359 PROPOSED PENETRATION AT No SCALE F PROPOSED PENETRATION AT No SCALE E PROPOSED PENETRATION AT No SCALE D S -2 EXIST. WATER TOWER DRY TUBE EXIST. WATER TOWER DRY TUBE EXIST. WATER TOWER DRYWELL NOTE: A METAL SHIM SHALL BE USED ALONG WITH NEOPRENE PAD AT ALL CLAMP LOCATIONS. PROPOSED SITE PRO 1 PART# NOTE: ZB24 Z- BRACKET BOLTED TO (3) PROP. HYBRID INSTALL NEOPRENE PAD UNISTRUT FOR COAX SUPPORT CABLES WITH 4285 LeAnpbn Avenue N. @ ALL CLAMP LOCATIONS (TYP.) (TYP.) SNAP -IN HANGERS EXISTING DRYWELL LADDER BL Peal, Minnesota 55128 Ph M: WIAMMO Fax: ' EXISTING AND GROMMETS EXISTING DRYWELL SI PaWe'anmck3 DenverOWOH IeWs farpp 9bux Falls wx,:.ww.a�o.aom HANDRAIL CONTRACTOR TO UTILIZE (3) PROPOSED HYBRID EXISTING PROP. DRYTUBE PROPOSED GALV. EXPANSION HANGER EXISTING PENETRATIONS CABLES WITH SNAP -IN DRYWELL EXPANSION RING MOUNTED 48" O.C. FOR VERIZON CABLE, WITH HANGERS AND GROMMETS FULL HEIGHT OF I hereby certify that this plan NEW WATERPROOF BOOTS (FIELD VERIFY SIZE) TYP. CONTRACTOR TO INSTALL 1/2 "0 GALVANIZED A36 i� THE DRYWELL specification, p r ed by or report was prepared by me or under my direct supervision and that I J -BOLT FOR HYBRID am a duly Licensed Professional CABLE AND COAX under CONTRACTOR TO SUPPORT (CONTRACTOR of thleeState of Minnesota. - - - - - -- — APPLY SILICONE CAULK PRIOR TO TO VERIFY EXACT Typed Printed Name: ar ISAAC ODLAND ----- - - - - -� TIGHTENING NUTS QUANTITY AND LOCATION) (TYP.) (TYP.) L '4' GGL� signature: U.. No.: 47985 Date: 12 -07 -1 5 TOP OF TANK PROPOSED GALV. PROPOSED GALV. COAX ANGLE ADAPTER FOR UNISTRUT COAX ANGLE ADAPTER FOR UNISTRUT ATTACHMENT TO — - DESIGN ATTACHMENT ATTACHMENT TO EXISTING HATCH EXISTING BOTTOM RAIL PLATE ROBERT J DAVIS, All (2) PROPOSED EXISTING CATWALK ARCHITECT UNISTRUTS, FIELD AND 9973 VALLEY VIEW RD. VERIFY LENGTH. RAILING EDEN PRAIRIE, MN 55344 (952) 903 -9299 PROPOSED HYBRID INSTALLATION AT TOP NO SCALE C J—HOOK NO SCALE B PROPOSED CABLE ROUTING FULL NO SCALE A OF EXIST. WATER TOWER HEIGHT OF DRYWELL VERIZON NOTE: INSTALL NEOPRENE PAD NOTE: INSTALL NEOPRENE PAD @ ALL CLAMP LOCATIONS (TYP.) @ ALL CLAMP LOCATIONS (TYP.) WIRELESS 10801 BUSH LAKE ROAD NOTE: NOTE: BLOOMINGTON, MN 55438 A METAL SHIM SHALL BE USED A METAL SHIM SHALL BE USED ALONG WITH NEOPRENE PAD AT ALONG WITH NEOPRENE PAD AT ALL CLAMP LOCATIONS. ALL CLAMP LOCATIONS. PROPOSED GALV. PROJECT COAX CLUSTER FOR COAX TO BE ROUTED PROPOSED GALV. COAX CLUSTER FOR AS NEEDED ALONG COAX TO BE ROUTED BOTTOM RAIL AS NEEDED ALONG 20151251797 BOTTOM RAIL MINC HAYWARD (2) PROP. HYBRID CABLES WITH SNAP -IN (1) PROP. HYBRID HANGERS AND CABLE WITH SNAP -IN GROMMETS HANGER AND GROMMET PROPOSED GALV. A COAX ANGLE ADAPTER PROPOSED GALV. SCHOOL BOULEVARD FOR COAX TO coax ANGLE ADAPTER MINTICELLO, MN 55362 ROUTED AS NEEDED FOR COAX TO BE � ALONG BOTTOM RAIL - ROUTED AS NEEDED SHEET CONTENTS: ALONG BOTTOM RAIL J EXISTING TOE KICK SECTIONS AND DETAILS EXISTING TOE KICK DRAWN BY: GJP DATE: 12 -07 -15 CHECKED BY: IJO REV. 0 UEI PROJ. # 15.00359 NOT USED NO SCALE F PROPOSED HYBRID CABLE ROUTING ALONG TOP NO SCALE E PROPOSED HYBRID CABLE ROUTING ALONG TOP NO SCALE D S -3 OF EXISTING WATER TOWER OF EXISTING WATER TOWER NOTE: 1. PROPOSED OBSTRUCTION LIGHT MOUNTING PROP. HYBRID CABLE SUPPORT AND ffl-� PIPE, BRACKETS AND MOUNTING HARDWARE ROUTING NOTES: SHALL BE GALVANIZED. (TYP.) 1. CONTRACTOR SHALL SWEEP /ROUTE PROPOSED HYBRID CABLE AS NEEDED TO NOT INTERFERE WITH 4285 Left— A --N. EXISTING PROPOSED ANTENNA MOUNTING FRAMES AND BRACES. Ph - G51A15�380o51 Fax: 851.a152801 OBSTRUCTION si. PaW- elsrrt- oea.« -oeooa �„- F,xeP -sw�x Falls LIGHT RELOCATED 2. CONTRACTOR SHALL ROUTE AND INSTALL THE PROPOSED Web: —A.10— HYBRID CABLE TO THE PROPOSED COAX BRACKETS WITH SNAP -IN HANGERS GROMMETS, CONTRACTOR SHALL COMPLETE ANY AND ALL REPAIRS AS REQUIRED I hereby certify that this plan PRIOR TO THE INSTALLATION OF THE PROPOSED HYBRID CABLE. (REPAIR PAINT AS NEEDED TO MATCH EXISTING specification, or report was AFTER REPAIRS). prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws NOTES: NOTES: of the state of Minnesota. CONTRACTOR TO U Typed ar WELD A THREADED ADAPTER TO THE 1. CONTRACTOR TO INSTALL HOIST 1. CONTRACTOR TO REPAIR AND PAINT TO MATCI GRIPS TO SECURE HYBRID CABLE EXISTING WATER TOWER AS REQUIRED AFTER Printed Nome: ISAAC ODLAND �'p Gm ON J- BOLTS. signature: ��° TOP OF THE PIPE PLACEMENT OF PROPOSED ANTENNA MOUNTING 2 ANY EQUIPMENT INSTALLED SHALL TO ALLOW TO ALLOW HARDWARE. NOT INTERFERE WITH THE U.. No.: 47985 OF 2. CONTRACTOR TO INSTALL WELDED INSERTS ON NORMAL OPERATION OR USE OF EXISTING PIPE, BOTH ENDS OF THE ANTENNA MOUNTING PIPES THE TOWER. Date: 12 -07 -15 JUNCTION BOX PRIOR TO INSTALLATION. ALL ATTACHMENTS TO THE WATER AND LIGHT 3. CONTRACTOR SHALL UTILIZE NEOPRENE STRIPS TOWER HANDRAIL SYSTEM MUST ON HARDWARE WHERE CONTACT IS MADE WITH BE MADE IN A MANNER THAT NOTE: PAINTED SURFACES. FASTENING SEQUENCE MAINTAINS COMPLIANCE WITH CONTRACTOR TO SHOULD INCLUDE NYLON WASHERS BETWEEN THE CURRENT OSHA REQUIREMENTS o PLACE RELOCATED OBSTRUCTION LIGHT PLATE PIVOT PLATES 2" DIA. 6 1/2" PAINTED SURFACE AND THE GALVANIZED WASHER. FOR ACCESS. DESIGN J.� ■ �►�7 V AT EXISTING SCHEDULE VERITCAL HAND RAIL 80 PIPE POST (CONTRACTOR PAINTING / GALVANIZING NOTES: NOTE: ROBERT J DAVIS, All TO SEAL BOTH ARCHITECT = �AICHFDULF ENDS) 1 . IN GENERAL WHERE ANGLE 9973 VALLEY VIEW RD. 1. PROPOSED ANTENNAS INSTALLED ON THE EXTERIOR ADAPTERS, CLAMPS OR ANY OTHER EDEN PRAIRIE, MN 55344 _ ro OF THE WATER TOWER SHALL BE SHOP PAINTED TO AREAS OF WHICH THERE IS METAL TO (952) 903 -9299 80 PIPE r�i 3�Ig" MATCH THE EXISTING WATER TOWER COLOR. (VERIFY METAL CONTACT, PROVIDE A NEOPRENE z (CONTRACTOR TO COLOR). AND TAPE COLORED CLOSELY TO SEAL BOTH ENDS) N MATCH THE TOWER COLOR BETWEEN Q 2. ALL EXPOSED JUMPERS AND HYBRID CABLES SHALL THE PART AND THE BASE MATERIAL TO B BE PREVENT EXCESS DAMAGE TO THE THE EXISTING WATER TOWER ° PLATE COLOR. (VDERiFOY COLOR) COATING AND PROVIDE A MOISTURE "x6)'z "x0' BARRIER IN THE EVENT OF COATING Ya -6° 3. PROPOSED MOUNTING PIPES AND ALL MOUNTING DAMAGE IF ANGLE ADAPTERS ARE HARDWARE IS TO BE GALVANIZED AND OR PROVIDED USED, PROVIDE THE NEOPRENE IN A NON- CORRODING MATERIAL. BARRIER AND A METAL SHIM. VERIZON 0 WIRELESS INSTALL ° NEOPRENE PAD \ 1 4" EXIST. 10801 BUSH LAKE ROAD w ° L ALL CLAMP LOCATIONS (TYP.) � VERTICAL BLOOMINGTON, MN 55438 x HAND RAIL o PIVOT PLATES SHALL (2) VALMONT POST BE TRIMMED TO SCP CLAMP HAVE A V' RADIUS HALVES OR EQUAL (2> 3i8° DIA. PROJECT 112" 2., 1 1/2° 1 1/2° U -BOLTS 20151251797 EXIST. 3 /s" DIA PIN AND MIN RAILING O COTTER KEY (PIN VERTICAL REMOVAL WILL POST ALLOW LIGHT TO PIVOT FOR BULB HAYWARD CHANGING) N _ B � SCHOOL BOULEVARD MINTICELLO, MN 55362 a SHEET CONTENTS: EXIST. TANK SECTIONS AND DETAILS ROOF \ 3/8" DIA BOLT W/ WASHER AND LOCK + NUT (LOOSEN TO o ALLOW LIGHT TO PIVOT) RE -ROUT EXISTING CONDUIT TO PROPOSED DRAWN BY: GJP OBSTRUCTION LIGHT LOCATION, CONTRATOR DATE: 12 -07 -15 CHECKED BY: IJO TO PLACE FLEXIBLE CONDUIT AT BASE OF REV.O LIGHT TO ALLOW THE LIGHT TO PIVOT UEI PROJ. # 15.00359 EXISTING OBSTRUCTION LIGHT RELOCATED/RAISED NO SCALE C PROPOSED OBSTRUCTION NO SCALE B NOTES NO SCALE A % LIGHT MOUNTING ERICSSON RRUS -12 W/ SOLAR SHIELD AND RRUS A2 RX MODULE COMSCOPE RxxDC- 3315 —PF -48 DIMENSIONS, WxDxH:470x275x518mm (18.50 "00.8 %20.39 ") WEIGHT, WITHOUT BRACKETS: 80 Ibs DIMENSIONS, WxDxH:40Cx26lx564mm (15.73 "x10.25 "x22.98 ") f WEIGHT, WITH BRACKETS: 27 Ibs I ":-y.� = �•t$ 4285 Lexing— Avenue N. St. Paul, Minnesota 55128 ll Pbone: 881.415.9800 Fex: 851.418.2801 aPeul -9 l- Demer- Delmit Lelw -FU -9 Felt Web: www.ultelB.mm f + I_ li? hereby Y °�ify that this plan �I * f # f ♦� *R! ! �� #* �s�lR* f *- l i f 'f'�.* f t� # !� �' �• I PROP. PIPE MOUNT, specification, or report was lob prepared y me or under my !fli!! R �R�f ff# �* #� r��'� #,� to e- 2} USING SUPPLIED EQUIPMENT HARDWARE, direct supervision and that I am a duly Licensed Professional �!f# � 7 l MOUNT BRACKET TO Engineer under the laws �I/i!.* f l��a _ ANTENNA PIPE of the State of Minnesota. * #tt ! # # # R !� ; rr 3 of+ f Typed or Printed Name: ISAAC ODLAND � Signature: Lie. No.: 47985 u i I �f PRQP. EQUIPMENT AND °atav 12 -07 -15 !; �710[H WIPI0plkt>r1� MOUNTING BRACKET �. r I y �•. 96` 21XW WEI�B e11t"�. - t„ Oan the ir5kided an IeR r r - t = — DESIGN ; LtUTtBeex 1rr.ILKRd �I #I ROBERT J DAVIS, AIA • ARCHITECT y 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 RRUS -12 W/ SOLAR SHIELD NO SCALE C MAIN DISTRIBUTION BOX (TOP) No SCALE B PROPOSED MAIN DISTRIBUTION No SCALE A VERIZON AND RRUS A2 RX MODULE BOX MOUNTING HARDWARE WIRELESS ERICSSON RRUS -135 W/ SOLAR SHIELD ERICSSON RRUS —B13 W/ SOLAR SHIELD 10801 BUSH LAKE ROAD AND RRUS A2 RX MODULE AND RRUS A2 RX MODULE BLOOMINGTON, MN 55438 DIMENSIONS, Wx Dx H:432x183x501mm (17 "x7.2 "x19.7 ") DIMENSIONS, WxDxH:432x183x501mm (17 °x7.2 "x19.7 ") WEIGHT, WITHOUT BRACKETS: 80 Ibs WEIGHT, WITHOUT BRACKETS: 80 Ibs PROJECT 20151251797 MINC A "I ! 41 #, � #! 0l0� HAYWAR D ��� * #.0 8,* *ff't ; #��ert 110 too 01.10 0 00# me 064 SCHOOL BOULEVARD *e, PROP. PIPE MOUNT, USING SUPPLIED #, *, MINTICELLO, MN 55362 - - EQUIPMENT HARDWARE, *, SHEET CONTENTS: MOUNT BRACKET TO ANTENNA PIPE SECTIONS AND DETAILS �t DRAWN BY: GJP - _ a DATE: 12 -07 -15 ` J' 1 PROP. GALV. ' �' CHECKED BY: IJO .. -. - _ -.• , EQUIPMENT PIPE REV. 0 r - - Ir L- UEI PROJ. # 15.00359 RRUS' -135 W/ SOLAR SHIELD No SCALE F RRUS W/ SOLAR SHIELD NO SCALE E RRUS -1313 W/ SOLAR SHIELD No SCALE D S -5 AND RRUS A2 RX MODULE AND RRUS A2 RX MODULE MOUNTING AND RRUS A2 RX MODULE PROPOSED MAIN DISTRIBUTION BOX SEE DETAIL B SHEET S -5 FOR S Min— MORE INFO Se mil, Wl+ Pboee: 861.415.9800 Fez: 851.4152001 9LPm -9 l-Demer -De [Lelw-FUpo.9 Felt Web: www.ultelB.mm y I hereby certify that this plan specification, or report was PROP. 2Y2" SCH. 80 x 8' -0" PROP. 2X" SCH. 80 x 8' -0" — prepared by me or under my PIPE (MAX.) (BOTH ENDS PIPE (MAX.) (BOTH ENDS direct supervision and that I am a duly Licensed Professional CAPPED WITH WELDED END CAPPED WITH WELDED END Engineer under the laws LJ LJ I CAPS, FIELD VERIFY) CAPS, FIELD VERIFY) of the State of Minnesota. I PROP. 2Y2" SCH. 80 x 8' -0" — PROPOSED Typed or O PIPE (MAX.) (BOTH ENDS ANTENNA Printed Name: ISAAC ODLAND CAPPED WITH WELDED END AND MOUNTING HARDWARE CGG� CAPS, FIELD VERIFY) sign0lure: nEm� I I Lie. No.: 47985 INSIDE HANDRAIL INSIDE HANDRAIL INSIDE HANDRAIL Dale. 12 -07 -15 OUTSIDE HANDRAIL C'JTSIDE HANDRAIL OUTSIDE HANDRAIL PROPOSED HANDRAIL PIPE MOUNT PROPOSED HANDRAIL PIPE MOUNT PROPOSED HANDRAIL PIPE MOUNT DESIGN PROP RRUS —B13 BRACKET KIT ATTACHED TO PROP RRUS -12 BRACKET KIT ATTACHED TO BRACKET KIT ATTACHED TO W/A -2. EXISTING BOTTOM AND TOP RAIL W/A -2. EXISTING BOTTOM AND TOP RAIL EXISTING BOTTOM AND TOP RAIL -- ANTENNA ROBERT J DAVIS, AIA SEE DETAIL D (SITE PRO 1 PART# HMB —A OR SEE DETAIL C (SITE PRO 1 PART# HMB —A OR (SITE PRO 1 PART# HMB —A OR CENTERLINE ARCHITECT SHEET S -5 FOR ENGINEER APPROVED EQUAL). SHEET S -5 FOR ENGINEER APPROVED EQUAL). ENGINEER APPROVED EQUAL). VIEW MORE INFO AND NEOPRENE PAD REQUIRED MORE INFO AND NEOPRENE PAD REQUIRED NEOPRENE PAD REQUIRED EDEN PRAIRIE, 553 EDEN PRAIRIE, MN 55344 (952) 903 -9299 MOUNTING BETWEEN HANDRAIL AND MOUNTING C 11 BETWEEN HANDRAIL AND BETWEEN HANDRAIL AND BRACKET. BRACKET. BRACKET. EXISTING TOP RAIL (L3 "x3 "xY4 ", EXISTING TOP RAIL (L3 "x3 "xY4 ", EXISTING TOP RAIL (L3 %3 "xY4 ", TYP.) FIELD VERIFY TYP.) FIELD VERIFY TYR.) FIELD VERIFY 7 A� VERIZO � EXISTING VERTICAL POST (L3 "x3 "xY4 °, TYP.) BEYOND EXISTING VERTICAL POST (L3 "x3 "xY4 ", TYP.) BEYOND EXISTING VERTICAL POST (L3 "x3 %)/4 ", TYP.) BEYOND - WIRELESS I I� • • EXISTING MID RAIL (L3 "x3 "xY4 ", 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 EXISTING 2" CONDUIT ROUTED EXISTING 2" CONDUIT ROUTED TYP.) FIELD VERIFY ALONG THE OUTSIDE OF THE ALONG THE OUTSIDE OF THE EXISTING HANDRAIL. FIELD VERIFY EXISTING HANDRAIL. FIELD VERIFY EXISTING 2" CONDUIT ROUTED PROP RRUS -135 — PROP RRUS -12 — ALONG THE OUTSIDE OF THE W/A -2. EXISTING MID RAIL (1_3 "x3 "A4 ", W /A -2. EXISTING MID RAIL (L3 "x3 "xY4 ", EXISTING HANDRAIL. FIELD VERIFY PROJECT SEE DETAIL F TYP.) FIELD VERIFY SEE DETAIL C =1 3 TYP.) FIELD VERIFY SHEET S -5 FOR SHEET S -5 FOR EXISTING BOTTOMRAIL (L3x3xY4 ", MORE INFO AND EXISTING BOTTOMRAIL (L3x3xY4 MORE INFO AND EXISTING BOTTOMRAIL (L3x3xY4 ", TYP.) FIELD VERIFY 20151251797 MOUNTING TYP.) FIELD VERIFY MOUNTING TYP.) FIELD VERIFY MINC C Li HAYWARD EXISTING TOE KICK PLATE (4 "xY4" EXISTING TOE KICK PLATE (4 %,Y4" EXISTING TOE KICK PLATE (4 "xY4" TYP.) FIELD VERIFY TYP.) FIELD VERIFY TYP.) FIELD VERIFY SCHOOL BOULEVARD EXISTING WATER TANK EXISTING WATER TANK EXISTING WATER TANK MINTICELLO, MN 55362 SURFACE SURFACE SURFACE SHEET CONTENTS: GENERAL NOTES NOTE: NOTE: NOTE: 1. THE PROPOSED ANTENNAS, 1. THE PROPOSED ANTENNAS, 1. THE PROPOSED ANTENNAS, ANTENNA MOUNTING PIPES AND ALL ANTENNA MOUNTING PIPES AND ALL ANTENNA MOUNTING PIPES AND ALL DRAWN BY: GJP ASSOCIATED HARDWARE SHALL BE ASSOCIATED HARDWARE SHALL BE ASSOCIATED HARDWARE SHALL BE DATE: 12 -07 -15 SHOP PAINTED TO MATCH THE SHOP PAINTED TO MATCH THE SHOP PAINTED TO MATCH THE CHECKED BY: IJO EXISTING WATER TOWER COLOR. EXISTING WATER TOWER COLOR. EXISTING WATER TOWER COLOR. 2. ALL ANTENNA FEED LINES, JUMPERS, 2. ALL ANTENNA FEED LINES, JUMPERS, 2. ALL ANTENNA FEED LINES, JUMPERS, REV.0 COAX AND HYBRID CABLE CANNOT COAX AND HYBRID CABLE CANNOT COAX AND HYBRID CABLE CANNOT INTERFERE WITH TOP OF THE NOTE: INTERFERE WITH TOP OF THE NOTE: INTERFERE WITH TOP OF THE NOTE: HANDRAIL MUST BE ROUTED AS A METAL SHIM SHALL BE USED HANDRAIL MUST BE ROUTED AS A METAL SHIM SHALL BE USED HANDRAIL MUST BE ROUTED AS A METAL SHIM SHALL BE USED SUCH THAT THEY COMPLY WITH ALONG WITH NEOPRENE PAD AT SUCH THAT THEY COMPLY WITH ALONG WITH NEOPRENE PAD AT SUCH THAT THEY COMPLY WITH ALONG WITH NEOPRENE PAD AT OSHA REQUIREMENTS REGARDING ALL CLAMP LOCATIONS, OSHA REQUIREMENTS REGARDING ALL CLAMP LOCATIONS. OSHA REQUIREMENTS REGARDING ALL CLAMP LOCATIONS. HANDRAILS. HANDRAILS. HANDRAILS. UEI PROJ. # 15.00359 PROPOSED ANTENNA AND EQUIPMENT o SCALE C PROPOSED ANTENNA AND EQUIPMENT No scALE B PROPOSED ANTENNA AND EQUIPMENT o scALE A -6 MOUNTING DETAIL (HANDRAIL LOCATION) MOUNTING DETAIL (HANDRAIL LOCATION) MOUNTING DETAIL (HANDRAIL LOCATION) 3. ALL TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER. STRUCTURAL STEEL CONT. STRUCTURAL STEEL MIN C DESIGN LOADS ESIGN CODE: A. WIND LOAD (PER AWWA) 1. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 1. WIND SPEED: 90 MPH STRUCTURAL STEEL FOR BUILDINGS" (AISC), LATEST EDITION. 2. ALL SURFACES TO BE WELDED SHALL BE STRIPPED OF 2. GUST EFFECT FACTOR = 1.0 2. STEEL CONSTRUCTION MANUAL (AISC), LATEST EDITION. 3. FORCE COEFFICIENT = 1.0 B. MATERIALS: STRUCTURAL WELD. CODES 1. WIDE FLANGE SHAPES — ASTM A992 (Fy = 50 KSI) a 5L Angon Avenue N. 1, Min A. INTERNATIONAL BUILDING CODE — 2006 B. STATE OF MINNESOTA BUILDING CODE — 2007 2. HOLLOW STRUCTURAL SECTIONS (HSS) — ASTM A500, OR. B (Fy =46 Pb ne 1s-.950o'Fez: SSi.a15.zoo1 gpeub gmey .peme .OeM LLe u. Feryo -9bu Pet C. ASCE 7 — 2005 KSI) `Nebo eN" mrea�m D. AWWA DIOO -05 1. PIPE STEEL — ASTM A53, GRADE B (Fy = 35 KSI) GENERAL NOTES 4. WELDING ELECTRODES — ASTM A233 E70 SERIES. A. WITHIN THESE PLANS AND SPECIFICATIONS, "OWNER" GENERAL NOTES 5. CONNECTION BOLTS — ASTM A325 I hereby certify that this plan MISCELLANEOUS 6. MISCELLLANEQUS STEEL — ASTM A36 A. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS C. INSTALLATION NOTES specification, or report was AND DIMENSIONS PRIOR TO THE START OF ANY WORK. THE 1. SHOP AND FIELD WELDING IS TO BE PER AWS 31.1, LATEST EDITION. prepared by me or under my CONTRACTOR IS TO REPORT TO THE STRUCTURAL ENGINEER ALL WELDING IS TO BE PERFORMED BY CERTIFIED WELDERS ONLY. direct supervision and that I OF RECORD ANY AND ALL CONFLICTS IN THE CONSTRUCTION 2. THE STEEL SUPPLIER IS RESPONSIBLE FOR THE DESIGN OF ALL CAP am a duly Licensed Professional DOCUMENTS AND /OR THE ACTUAL CONSTRUCTED CONDITIONS PLATES, BEARING PLATES, BASE PLATES, STIFFENERS, SPLICES, AND Engineer under the laws of the State of Minnesota. IMMEDIATELY. CONNECTIONS UNLESS DETAILED ON THE DRAWINGS. THE STEEL B. UNLESS SPECIFICALLY NOTED, NO PROVISIONS HAVE BEEN SUPPLIER IS TO INCLUDE ALL BOLTS AND HOLES FOR REQUIRED Typed or printed Name: ISAAC ODLAND MADE IN THE STRUCTURAL DOCUMENTS FOR FUTURE "OSHA" CONNECTIONS. EXPANSION OR ADDITION. THE STRUCTURAL MEMBERS HAVE D. STRUCTURAL STEEL TESTING— THE OWNER, AT HIS OWN BEEN DESIGNED FOR THEIR FINAL IN PLACE LOADS ONLY EXPENSE, SHALL sig —i.f81 UGr� (SEE "DESIGN LOADS "). EMPLOY THE SERVICES OF AN INDEPENDENT TESTING 47985 C. THE CONTRACTOR IS RESPONSIBLE FOR BRACING ALL AGENCY TO TEST THE Lt.. No.: STRUCTURAL ELEMENTS, WITHOUT OVERSTRESSING, AS FOLLOWING: 2 -07 -15 REQUIRED UNTIL THE ENTIRE PROJECT IS COMPLETE. Date. STOCKPILING OF ANY MATERIALS ON THE STRUCTURAL 1. SHOP FABRICATED WORK: PERFORM TESTS NOTED ABOVE, EXCEPT ELEMENTS IS AT THE CONTRACTOR'S OWN RISK. BOLT TESTING MAY BE REDUCED OR DELETED IF THE FABRICATION SHOP SATISFIES THE QUALITY CERTIFICATION PROGRAM OF AISC FOR DISPOSAL OF DEBRIS A CATEGORY 1 FABRICATOR OR A MORE STRINGENT CRITERIA. A. ALL MATERIAL TO BE REMOVED SHALL BECOME THE TESTING MAY ALSO BE WAIVED IF THE FABRICATOR IS APPROVED BY PROPERTY OF THE CONTRACTOR. MATERIALS SHALL BE BOTH THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF DESIGN DISPOSED OF OFF SITE AT A LOCATION SECURED AND RECORD. ARRANGED FOR BY THE CONTRACTOR. BURNING OR BURIAL OF DEBRIS ON SITE SHALL NOT BE ALLOWED. THE 2 WELDING, AS FOLLOWS: CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ROBERT J DAVIS, AIA ACCEPTANCE OF THE MATERIAL AND FOR ANY DAMAGES FILLET WELDS: VISUALLY INSPECT 100% OF ALL FILLET WELDS FOR ARCHITECT RESULTING FROM ITS OPERATIONS. ALL COSTS ASSOCIATED SIZE, LENGTH, AND QUALITY PER AWS D1 .1 . 9973 VALLEY VIEW RD. WITH DISPOSAL OF DEMOLITION MATERIAL OR DEBRIS SHALL EDEN PRAIRIE, MN 55344 (952)903 -9299 BE THE RESPONSIBILITY OF THE CONTRACTOR. PARTIAL PENETRATION WELDS: TEST 100% OF ALL PARTIAL SITE MAINTENANCE AND FINISHING OPERATIONS PENETRATION WELDS EXCEEDING 5/16 INCH USING A MAGNETIC A. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PARTICLE TESTER PER ASTM E109. PERFORM TESTING ON BOTH THE MINIMIZE DUST AND NOISE DURING THEIR OPERATIONS. ROOT PASS AND THE FINISHED WELD. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE CITY TO MINIMIZE THE DUST TRACKING OF MUD AND FULL PENETRATION WELDS: TEST 100% OF ALL FULL PENETRATION DEBRIS OFF —SITE DURING AND AFTER DEMOLITION. WATER WELDS EXCEEDING 5/16 INCH USING AN ULTRASONIC TESTER PER OF OTHER METHODS OF DUST CONTROL SHALL BE USED IF AWS DTT SECTION 6. TEST 25% OF ALL FULL PENETRATION WELDS NECESSARY. LESS THAN 5/16 INCH USING A MAGNETIC PARTICLE TESTER PER B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ASTM E109. PERFORM TESTING ON BOTH THE ROOT PASS AND THE VERIZON SECURITY OF THE SITE AND PROTECTION FROM THE SAFETY FINISHED WELD. HAZARDS DURING THEIR OPERATIONS, W WIRELESS PROCEDURES AND PREPARATION: VERIFY THE FOLLOWING: 1. QUALIFICATIONS OF ALL WELDERS AS AWS CERTIFIED 10801 BUSH LAKE ROAD II. PROPOSED WELDING PROCEDURES AND MATERIALS BLOOMINGTON, MN 55438 III. ADEQUATE PREPARATION OF PAYING SURFACES IV. PREHEAT AND INTERPASS TEMPERATURES OF STEEL V. PROPER TECHNIQUE AND SEQUENCE OF WELDING, CLEANING, AND NUMBER OF PASSES VI. BACKER BARS ARE REMOVED AND EXPOSED SURFACE FILED CLEAN PROJECT 3. ALL TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER. STRUCTURAL STEEL CONT. 20151251797 MIN C E. STRUCTURAL STEEL GALVANIZING: HAYWARD 1. ALL STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. 2. ALL SURFACES TO BE WELDED SHALL BE STRIPPED OF ALL PAINT AND HOT DIPPED GALVANIZING PROTECTIVE COATING PRIOR TO WELDING TO ENSURE A QUALITY STRUCTURAL WELD. 3. ALL WELDED SURFACES SHALL BE PAINTED WITH MINIMUM SCHOOL BOULEVARD TWO COATS OF COLD GALVANIZING PAINT. 4. ALL FIELD CUT SURFACES AND FIELD DRILLED HOLES MINTICELLO, MN 55362 SHALL BE PAINTED WITH MINIMUM TWO COATS OF COLD GALVANIZING PAINT. SHEET CONTENTS: GENERAL NOTES A. WITHIN THESE PLANS AND SPECIFICATIONS, "OWNER" GENERAL NOTES IMPLIES VERIZON WIRELESS. DRAWN BY: GJP DATE: 12 -07 -15 CHECKED BY: IJO REV. 0 LEI PROJ. # 15.00359 S -7 SITE SURVEY PROPERTY DESCRIPTION: (per Old Republic National Title Insurance Company Commitment No. 102647, date July 15, 2015.) The land referred to in this Commitment is described as follows: That part of Lot 1, Block 2, Jefferson Commons First Addition, Wright County, Minnesota, lying northerly of the southerly 150.00 feet thereof. Together with a permanent easement for drainage and utility purposes over the northerly 6.00 feet of the southerly 150.00 feet of said Lot 1. SCHEDULE "B" EXHIBITS: (per Old Republic National Title Insurance Company Commitment No. 102647, date July 15, 2015.) 1 -11.) Not related to the survey. 12.) Easement for drainage and utility purposes as shown on the recorded plat of Jefferson Commons First Addition, filed as Document No. 964076. Plat and easements are as shown on the survey. 13.) Not related to the survey. 14.) Terms and Conditions of Access Easement Agreement dated 9- 21 -06, filed 9- 25 -06, as Document No. 1027001, by and between the City of Monticello, Prairie's Edge Real Estate, Inc., and Timothy W. Anderson and Carol A. Anderson. This document describes a permanent easement for vehicle access and sign purposes across the Parent Parcel to benefit Lot 1, Block 2, JEFFERSON COMMONS SECOND ADDITION. Said easement is as shown on the survey. 15.) Subject to easement for vehicular and pedestrian ingress and egress purposes over part of the subject premises as legally described and contained in that certain quit claim deed in favor of LLC to Prairie's Edge Office Center Association, dated 11- 29 -06, filed 12 -4 -06, as Document No. 1034949. This document describes an easement for vehicular and pedestrian purposes. The legal description provided in said document is ambiguous, therefore, it is not shown on the survey. 16.) City of Monticello Certificate of Subdivision Approval, dated 3- 21 -13, filed 4 -8 -13, as Document No. 1233521. This document approves a simple subdivision of Lot 1, Block 2, JEFFERSON COMMONS FIRST ADDITION into Parcel 1 and Parcel 2. Said document also designates the south 6 feet of Parcel 1 and the north 6 feet of parcel 2 for Drainage and Utility Purposes. Said simple subdivision and easements are as shown on the survey. 17.) Not related to the survey. LAND SPACE DESCRIPTION: That part of Lot 1, Block 2, JEFFERSON COMMONS FIRST ADDITION, according to the recorded plat thereof, Wright County, Minnesota, described as follows: Commencing at the northeast corner of the Southeast Quarter of Section 15, Township 121 North, Range 25 West of the Fifth Principal Meridian, said Wright County; thence South 0 degrees 47 minutes 55 seconds East along the East line of said Southeast Quarter, a distance of 1255.23 feet; thence South 89 degrees 12 minutes 05 seconds West, a distance of 1274.62 feet to the Point of Beginning of the land space to be described; thence North 0 degrees 00 minutes 00 seconds East, a distance of 20.00 feet; thence South 90 degrees 00 minute 00 seconds West, a distance of 33.00 feet; thence South 0 degrees 00 minutes 00 seconds West, a distance of 20.00 feet; thence North 90 degrees 00 minutes 00 seconds East, a distance of 33.00 feet to the Point of Beginning. ACCESS & UTILITIES RIGHTS OF WAY DESCRIPTION: A 20.00 foot wide right of way for ingress, egress and utility purposes over, under and across Lot 1, Block 2, JEFFERSON COMMONS FIRST ADDITION, according to the recorded plat thereof, Wright County, Minnesota, lying between 0.00 feet and 20.00 feet to the left of the following described Line "A" : Commencing at the northeast corner of the Southeast Quarter of Section 15, Township 121 North, Range 25 West of the Fifth Principal Meridian, said Wright County; thence South 0 degrees 47 minutes 55 seconds East along the East line of said Southeast Quarter, a distance of 1255.23 feet; thence South 89 degrees 12 minutes 05 seconds West, a distance of 1274.62 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 20.00 feet; thence South 90 degrees 00 minute 00 seconds West, a distance of 33.00 feet; thence South 0 degrees 00 minutes 00 seconds West, a distance of 20.00 feet to the Point of Beginning of said Line "A" ; thence South 0 degrees 00 minutes 00 seconds West, a distance of 20.00 feet; thence North 90 degrees 00 minutes 00 seconds East, a distance of 104.91 feet; thence North 67 degrees 04 minutes 19 seconds East, a distance of 82.09 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 72.11 feet; thence northwesterly, a distance of 134.57 feet along a tangential curve concave to the southwest, having a radius of 120.00 feet and a central angle of 64 degrees 15 minutes 17 seconds to the northeasterly line of said Lot 1; thence North 64 degrees 15 minutes 17 seconds West tangent to the last described curve and along said northeasterly line of Lot 1, a distance of 326.74 feet; thence North 21 degrees 29 minutes 02 seconds West along said northeasterly line of Lot 1, a distance of 228.34 feet to the southeasterly right of way line of School Boulevard and said Line "A" there terminating. The sideline of said right of way shall be shortened or lengthened to terminate at said southeasterly right of way line of School Boulevard. UTILITIES RIGHT OF WAY DESCRIPTION: A 10.00 foot wide right of way for utility purposes over, under and across Lot 1, Block 2, JEFFERSON COMMONS FIRST ADDITION, according to the recorded plat thereof, Wright County, Minnesota, lying between 0.00 feet and 10.00 feet to the right of the following described Line "B" Commencing at the northeast corner of the Southeast Quarter of Section 15, Township 121 North, Range 25 West of the Fifth Principal Meridian, said Wright County; thence South 0 degrees 47 minutes 55 seconds East along the East line of said Southeast Quarter, a distance of 1255.23 feet; thence South 89 degrees 12 minutes 05 seconds West, a distance of 1274.62 feet to the Point of Beginning of said Line "B" ; thence North 0 degrees 00 minutes 00 seconds East, a distance of 20.00 feet; thence North 27 degrees 02 minutes 35 seconds West, a distance of 25.68 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 160.04 feet; thence North 64 degrees 15 minutes 17 seconds West, a distance of 251.57 feet; thence North 21 degrees 29 minutes 02 seconds West, a distance of 240.60 feet to the southeasterly right of way line of School Boulevard and said Line "B" there terminating. The sideline of said right of way shall be shortened or lengthened to terminate at said southeasterly right of way line of School Boulevard. I. 11aII A 4.00 foot wide right of way for utility purposes over, under and across Lot 1, Block 2, JEFFERSON COMMONS FIRST ADDITION, according to the recorded plat thereof, Wright County, Minnesota, lying between 0.00 feet and 4.00 feet to the right of the following described Line "C" : Commencing at the northeast corner of the Southeast Quarter of Section 15, Township 121 North, Range 25 West of the Fifth Principal Meridian, said Wright County; thence South 0 degrees 47 minutes 55 seconds East along the East line of said Southeast Quarter, a distance of 1255.23 feet; thence South 89 degrees 12 minutes 05 seconds West, a distance of 1274.62 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 20.00 feet; thence South 90 degrees 00 minutes 00 seconds West, a distance of 14.68 feet to the Point of Beginning of said Line "C" ; thence North 38 degrees 45 minutes 17 seconds East, a distance of 68.00 feet and said Line "C" there terminating. The sideline of said right of way shall be shortened to terminate at a line bearing North 90 degrees 00 minutes 00 seconds East from the Point of Beginning. G) 966 _ O %C - Z g66 / /ne 326 4 \FO ✓ /fort 0 20 40 \ � I I ✓ D �, -, FFR Bost r G I 1101 `. F4 R 0 °9e cys Foe SON CO / / SCALE ( IN FEET) o/ty `,\ Foe NS , �ot DETAIL - - - -- - - - - - -; - - -- ; - - -___ N �. Fos 1 q I I I G DiT /0 C N Grass Surface /ON S � 96,> 2 IN , I s I o m � I s >> , �- Existing . 0 �\ ^Q) I �' Transformer 'J IN I � E t7 W 4- T C t Grass Surface / xis Ing a a e ower en el ------------------ Ground E Elevation = 9 969.0 N NAVD88 \\ Bottom o of Painter's Ring = 1 1060.3 N NAVD88 \\ Top of S Stem = 1 1062.8 N NAVD88 \\ Top of T Tank Elevation = 1 1114.5 N NAVD88 \'Top of R Rail Elevation = 1 1119.3 N NAVD88 Tallest A Appurtenance Elev. = 1 1124.9 N NAVD88 c Latitude = N45' 17' 0 06.33" N c Longitude = W93' 48' 4 40.87" N NAD83 I \ I I c • • w Grass O Surface 0 O 0 0 z I I I � T I � I � � I I I D o \ 4 6 - I _ 2 CEO 3 (� I o \ I � I II � I � I ` .Q 1 969 I F- Existing Edge of I I � Water Tank `�\ W 1 - -- 969 E Oo Existing 16' wide \ Access Gate �� -- Existing Overflow \ Pipe \ / X 10 O� /t \ %�, �i W 2 ANN 0 969 < (n /4-- 4' wide Utilities �o c9 � '0 \ �' 0' G On Cg.4 - - - -- \\� 967 n ' ' O Existing Concrete I \ Curb & Gutter I \ 1 \ i i I n 1 1 . I \ 1 � \ O I - L-- - - - -__ \0 \ 1 ; 1 ; � N CV ; i 03 \ \ W ; 0\[ I \\ \ %��^ Right of Way ' o I I \ \ ,, ` ,, j Grass Surface p a) ^\ <�, N I z \ - - -� - -- \ Point of Beginning of 4 wide 6, \\ Utilities Right of Way �� _, �� 'yR /'`, i �` d' 1 \ Also Line C - �'' LLl 1 `14.68-: ° ° 33.00 - -' 00011 \ O O 0- \ 00 S90 °00'00 "W o ° ; - -'- \\ o N LAND SPACE N o I Point of Beginning of 20' wide - - - -- /; "�'`�""`°`- - - - - -- - - - - - -- �g Access & Utilities Rights of Way I I 33.00 -__ ,,_ -' , a2 ; = i - - - - - -- 9 y I S89 °12 05 W 1274.6 Also Line "A" °O 0 1 ' N90 °00'00 "E ,> 0 ° ; -- & Point 10' wide e Utilities Right of N6�0�� �'---- - - - - -- I I 9 Y Line "A" Also Line "B" ------------------------------------ �--------------------------------------------------------------------- I'-' g 69 - -- N90 00'00 "E 104.91 - - -- - - - - -- - _ _ - - O n \o n T H I HEREBY CERTIFY THAT THIS DOCUMENT WAS SHEET 1 OF 2 SHEETS © 2015 WIDSETH SMITH NOLTING SITE NAME. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE I nInic n� TNT eTnTE OF MINNESC�T.!�. MINC HAYWARD WIDSETH SMITH NOLTING rte, z - SIGNATURE. _ FULL SCALE ON 22 "x34" Engineering I Architecture I Surveying I Environmental Wright County, MN No. Date REVISIONS By CHK APPID SHAWN M. KUPCHO, L.S. HALF SCALE ON 11 "x17" FIELD WORK: 8/14/15 1 CHECKED BY: SMK DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 0494A1736.000 �o c9 � '0 \ �' 0' G On Cg.4 - - - -- \\� 967 n ' ' O Existing Concrete I \ Curb & Gutter I \ 1 \ i i I n 1 1 . I \ 1 � \ O I - L-- - - - -__ \0 \ 1 ; 1 ; � N CV ; i 03 \ \ W ; 0\[ I \\ \ %��^ Right of Way ' o I I \ \ ,, ` ,, j Grass Surface p a) ^\ <�, N I z \ - - -� - -- \ Point of Beginning of 4 wide 6, \\ Utilities Right of Way �� _, �� 'yR /'`, i �` d' 1 \ Also Line C - �'' LLl 1 `14.68-: ° ° 33.00 - -' 00011 \ O O 0- \ 00 S90 °00'00 "W o ° ; - -'- \\ o N LAND SPACE N o I Point of Beginning of 20' wide - - - -- /; "�'`�""`°`- - - - - -- - - - - - -- �g Access & Utilities Rights of Way I I 33.00 -__ ,,_ -' , a2 ; = i - - - - - -- 9 y I S89 °12 05 W 1274.6 Also Line "A" °O 0 1 ' N90 °00'00 "E ,> 0 ° ; -- & Point 10' wide e Utilities Right of N6�0�� �'---- - - - - -- I I 9 Y Line "A" Also Line "B" ------------------------------------ �--------------------------------------------------------------------- I'-' g 69 - -- N90 00'00 "E 104.91 - - -- - - - - -- - _ _ - - O n \o n T H I HEREBY CERTIFY THAT THIS DOCUMENT WAS SHEET 1 OF 2 SHEETS © 2015 WIDSETH SMITH NOLTING SITE NAME. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE I nInic n� TNT eTnTE OF MINNESC�T.!�. MINC HAYWARD WIDSETH SMITH NOLTING rte, z - SIGNATURE. _ FULL SCALE ON 22 "x34" Engineering I Architecture I Surveying I Environmental Wright County, MN No. Date REVISIONS By CHK APPID SHAWN M. KUPCHO, L.S. HALF SCALE ON 11 "x17" FIELD WORK: 8/14/15 1 CHECKED BY: SMK DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 0494A1736.000 Point of Beginning of 20' wide - - - -- /; "�'`�""`°`- - - - - -- - - - - - -- �g Access & Utilities Rights of Way I I 33.00 -__ ,,_ -' , a2 ; = i - - - - - -- 9 y I S89 °12 05 W 1274.6 Also Line "A" °O 0 1 ' N90 °00'00 "E ,> 0 ° ; -- & Point 10' wide e Utilities Right of N6�0�� �'---- - - - - -- I I 9 Y Line "A" Also Line "B" ------------------------------------ �--------------------------------------------------------------------- I'-' g 69 - -- N90 00'00 "E 104.91 - - -- - - - - -- - _ _ - - O n \o n T H I HEREBY CERTIFY THAT THIS DOCUMENT WAS SHEET 1 OF 2 SHEETS © 2015 WIDSETH SMITH NOLTING SITE NAME. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE I nInic n� TNT eTnTE OF MINNESC�T.!�. MINC HAYWARD WIDSETH SMITH NOLTING rte, z - SIGNATURE. _ FULL SCALE ON 22 "x34" Engineering I Architecture I Surveying I Environmental Wright County, MN No. Date REVISIONS By CHK APPID SHAWN M. KUPCHO, L.S. HALF SCALE ON 11 "x17" FIELD WORK: 8/14/15 1 CHECKED BY: SMK DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 0494A1736.000 LEGEND 7 MAILBOX � ELEC POLE X WATER VALVE ❑ CATCH BASIN yo WATER HYDRANT SIGN n ELEC METER �- Point of Beginning 7 7 of Land ❑ TELE PEDESTAL �T TELE HANDHOLE O STORM MANHOLE \ G GAS METER AC A/C UNIT ,> >, Also Line B SHRUB 0 GUARD POST GATE POST V V v V CHAIN LINK FENCE SECTION LINE r -' -•.'I; QUARTER LINE - -- RIGHT OF WAY LINE ; BOUNDARY LINE 6 LAND SPACE ---- - - - - -- EASEMENT LINE I� LOT LINE ------ - - - - -- EXISTING EASEMENT LINE UGE— UNDERGROUND ELEC GAS UNDERGROUND GAS FOC— UNDERGROUND FIBER OPTIC - - CENTERLINE a CONCRETE SURFACE BUILDING WALL HATCH rgq to 0 40 80 SCALE ( IN FEET) ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE WRIGHT COUNTY COORDINATE SYSTEM NAD83 (1996) O = DENOTES A FOUND SECTION CORNER MONUMENT = DENOTES A FOUND IRON MONUMENT GRID NORTH 0 °03'04" GEODETIC NORTH H / oyF,, °yF °yF OiyF ovyF or \ \r 5 oy SITE SURVEY o C,iTrpns O so s� \ss` � A� • � \ � F . 'yF F yF epr p /SS /yF \ �t °r °rce S \\ o �/ O - - -L. G \e° / / ��- Edge of °'yF\ �\Oe o� oyF \ O I �� Bituminous \ \ ca �' O� 'F F OyF \ \' � F� ' F� � �e� \� �o d oyF,, °yF e yF \ �% \, QOvo� Woy - \\\\ So��O0\ �o OyF ; °hF 9 \c O O sG'V� P oy R Oy\[j{�' yF Existing Concrete N 963 O O I r \° Curb & Gutter O- -� ,C�rp�s�s \a \Oy hF,, hF 01 eq, is y tiF p,� ° °y U °� ' ' \\ 9 ce dine `\ O 'yF F °'yF T 963`- ° 64 �� 8 °yF \ hF 64 - - -- c7 \ \ \\ � � \`\ \ \o °yF, oh'F \ 01y", ,, \ �/ �� 61 Existing --r \ \ G) O O h \ i ' i A wide °hF oyF Sign 1 \ O t4- 6 yF \\ Grass Surface ' F \ or \ I S \ � \�`\ \\ it C @rprysm '0 \ Oy \ °yF °'S'F, OyF phF �/ JFFFE rgjno O Tr s 0/y, '\ or ssi h'F \ F RS`s 9e yF\ pn \ \ �\\ oy pryCe o,� \ O O \ /y C pr ssi \\ \ \ N �i�e \ \ \ `/ 'T. yF yF Oy CO ie n7i ON', once °n <i O \ � \ 42.6, OyF \ O/yF OiyF l F �'1/i j0 /'ty \ 41 e �r \ 96� m �O 96S yF \ \ \ oiyF Oh \ o \ NS FaSem — - 965 - — _may- — — \ \\ O \\ I \ ONF \ oyF i ONF F , hF \/ 0/v e'i is rr F— y N oyF \ oy �oh \ o `� \ 0 q0 Cieo/ nsm�ss\ o �� ` \` `\ o \ \ Oy \ \ pyF \ ON,- Fk F j,' F yF \ /T /� C °n yF \ O O F \ /st , \ �/ yF O Oh, �9 O� ' °h'F oyF ON- ,\ h'F F ' /SS /oe� -/fie i I I I I I I I O \ l \ n L__ I \ �_ �.' I V Z `\ ;` \ N yF \. ° `i es FLp /'� ° O F T? \Oy \° °yF / \ oyF yF\ n i°/ic J/ F\ y ° CJ� F &F I \ \ °y o �� \ \ ° \ ON', `oyF F /O�F °'yF\ MAGNETIC \ y o � __ yF 48 NORTH Grass Surface 0 \\ \ \ \\ F\ _ yF- _--- - - - - -- 6yF oY O \ \ \ \ A A A A n I /ryF ON- O 11 All \ \ \\ 6-- - - - - -- '� \ F,l'- ge oy \ OyF ON', ON 1 i ! I \\ `iF ` - - - - -- / °yF °yF FR 0 F \ _ -' ` // , Oy \ O \ \ S N Ut• \ \ \ \O F vF \O 1 " =600' VICINITY MAP I \I I I ' / -I- I V L__ I \I 11 \I \ \ � ------------ - - - --, \ v I \ I ` J r ��- SITE -♦ 1 A / ^ / A - - - - -- I , � -1- / _ v v I , I C \ �\ 'Go • DESIGN ° CP ` - -� - -- \ CO / /•ty ° O \r \; \,6�\ r. oyF\ °yF oyF �'10�SFpse \ \ \ F\ o \oy \oyF \ O t yF \ F \ N - - -- \\�\ \, 966\ Gc \ F\� hF OyF per - - - -- - - - - - -- \ \ °yF _ /'� °yF - _ -- t \ v, I °h'F \ F\ \ I` c9s 7- °y ° °yF - ' \ / F yF Existing Concrete \ '�% �T_ i /O 14.) 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Utilities are per observed evidence, GOPHER STATE ONE CALL Locate Request Ticket 152221839, dated August 15, 2015. 2.) The Proposed Land Space together with all Access and Utilities Rights of Way are within the area described in the Property Description contained herein. SITE NAME: MINC HAYWARD Wright County, MN No.I Date FIELD WORK 8/14/15 -------- %-------- - - - - -- \- ------------ I------------------- - - - - -- `O Grass Surface \ I r -- I r -. -T- I _\ \ I \ �- Point of Beginning 7 7 of Land Space p I I Existing 0' g wide -'I & 10 wide Utilities Right Of `\ 1 Way Existing 27' wide -" 16 I Sliding I Gate ,> >, Also Line B I Sliding Gate - I r -' -•.'I; Existing Generator -� SEE DETAIL ; 6 I� Existing I\ 1 A ,, r -, 'I/ I -T- n I Existing Building Building I I /- -+ I 1 1 1 I I I 1 I! \ I / \L �' L I HEREBY CERTIFY THAT THIS DOCUMENT WAS SHEET 2 OF 2 SHEETS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE:' '_ FULL SCALE ON 22 "x34" REVISIONS By CHK APP'D Onr -MIN M. KUPCHO, L_ -D. HALF SCALE ON 11 "xII CHECKED BY: SMK DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 0494A1736.000 I9 N QD QD N w in Ln O i0 O Southeast corner of the SE 1/4 of Sec. 15, Twp. 121 N, Rng. 25 W \ I I I © 2015 WIDSETH SMITH NOLTING WIDSETH SMITH NOLTING Engineering I Architecture I Surveying I Environmental A WSB Building a legacy —your legacy. May 1, 2016 Ms. Shibani Bisson City Engineer City of Monticello 505 Walnut Street Suite 1 Monticello, MN 55362 RE: New Antennas on Monticello Water Tower Dear Ms. Bisson: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 Fax: 763 -541 -1700 Per your request, I completed the review of plans, details and related calculations for the proposed installation of the additional antennas on top of the Monticello Water Tower. My review consisted of checking: 1. The details for appropriate placement and connections of the additional antennas on the new 8' long 21 /z" Schedule 80 Pipe, and the pipe connection to the existing rail. 2. The analysis of the effect of applying 90 mph with 3 second gust wind speed, per IBC and AWWA codes, to the additional and existing antennas. 3. The analysis of the connection of antennas to the proposed pipe and the pipe's connection to existing railing. 4. The assumption made of additional antennas not having significant effect on the overall structural stability of the tower and the structural integrity of the railing. I hereby concur with Ulteig engineer's assessment of the placement of the additional antennas on the hand railing located on top of the tower, and the calculation result that indicate, the additional new antennas would have no significant effect on the structural integrity of the railing and the overall tower structure. Sincerely, WSB & Associates, Inc. Sabri Ayaz, PE License No: 10825 Equal Opportunity Employer wsbeng.com City Council Agenda: 05/09/16 2K. Consideration of approving a Special Event Permit for outdoor entertainment and use of Park & Ride lot for overflow parking for a fundraising event on Saturday, June 4th, 2016 at River City Extreme. Applicant: MAML Hockey (AS/PW) A. REFERENCE AND BACKGROUND: The City Council is asked to approve a Special Event permit for MAML Hockey Association's Moosefest event on Saturday, June 4th, 2016. Monticello /Annandale/Maple Lake Hockey Association has applied for the Special Event permit to accommodate activities and events at River City Extreme, as well as a new 5K run/walk or roll (roller blade) event. The Special Event permit has two considerations for Council review: • Use of the City park and ride facility at Jefferson Commons for overflow event parking • Special Event permit approval as related to outdoor entertainment after 10 PM Outdoor activities for the proposed event begin at 4:00 PM, starting with the 5K "walk/run and roll ". The 5K will begin and end at River City Extreme. Event organizers have coordinated the 5K "walk/run and roll" route with the Streets Department. Based on the provided site plan, the fenced perimeter area takes up much of the River City Extreme facility south parking lot. As such, event organizers have requested use of the city park and ride lot. In addition to the requested overflow parking at the City commuter lot, the event organizers should also work with the Monticello Theatre for parking availability and signage of the overflow parking area for the day of the event. School Boulevard is currently signed for no parking in this area, and as such, no on- street parking is permitted. Similar to last year's event, a band will also play in the River City parking lot from 6:00 — 12:00 PM. A stage is proposed to be set up in front of the building, with the perimeter fencing surrounding the proposed audience area located within the south parking lot. Perimeter fencing should be placed to accommodate internal traffic flow on the west side of the building. In regard to the outdoor entertainment component of the permit, the zoning ordinance allows Council to approve Special Event permits for restaurants as related to outdoor entertainment activity after 10 PM. RiverCity Extreme is classified as Entertainment /Recreation — Indoor Commercial. However, RiverCity Extreme does have an on -site restaurant as part of its facility, with an outdoor seating area located on the south side of the building. 5.2(F)(25) (b) Restaurants having outdoor seating (including, but not limited to, seating for dining or listening to live or recorded acoustic or amplified entertainment outside of the building) shall comply with the following standards: City Council Agenda: 05/09/16 (i) The outdoor portions of the restaurant shall not operate after 10: 00 P.M unless a Special Event Permit for such events has been approved by the City Council. Such permit supersedes the provisions of City Code 6- 1- 10(B). (ii) The outdoor seating area shall not obstruct the movement of pedestrians along sidewalks or through areas intended for public use. The RiverCity Extreme property is located in a B -4 (Regional Business) zoning district. Directly to the north of the site is the Groveland single - family residential development. The closest residence to the north is approximately 300 feet from the proposed event area. Vacant commercial property lies to the east of the site. A vacant property located within Monticello Township lies to the west. Commercial properties lie directly to the south, with the Kjellberg Manufactured Home Park located beyond the commercial property. The closest residence to the south is approximately 800 feet from the perimeter fenceline of the event area. In 2015, the Wright County Sheriff's office reported 3 noise complaints for the Moosefest event to the City. It is recommended as a condition of the permit approval that the event organizers notify all property owners within 350' of the property of the event. The Wright County Sheriff's Office received a copy of the permit application for review. It was recommended that event organizers work with community liaison officer. No other comment from the Sheriff's Office is available at this time. Any liquor licensing requirements will be considered separately. The special event permit is not a liquor license or permit. Al. Budget Impact: None. A2. Staff Workload Impact: Minimal staff time was necessary to review the request and prepare this report. Minimal staff time is anticipated for coordination on park and ride signage. B. ALTERNATIVE ACTIONS: 1. Motion to approve a Special Event Permit for outdoor entertainment and use of Park & Ride lot for overflow parking for a fundraising event on Saturday, June 4th, 2016 at River City Extreme, subject to: a. Continued coordination with the Streets Department b. Continued coordination with the Wright County Sheriff's Office c. Notification of all property owners with 350' of the event site 2. Motion to deny the Special Event Permit for outdoor entertainment and use of Park & Ride lot for overflow parking for a fundraising event on Saturday, June 4th, 2016 at River City Extreme. 2 City Council Agenda: 05/09/16 C. STAFF RECOMMENDATION: Staff recommends alternative 1 above. D. SUPPORTING DATA: A. Permit Application & Map B. Area Map T Y .' "' CITY OF MONTICELLO Community Development ``��� 505 Walnut Street, Suite 1 Special Event Permit Mont,Ce�Q Monticello, MN 55362 (763) 295 -2711 . illfO(ir?ci.monticello.mn.u5 Application Checklist a Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the Community Development Department, Application Submission Schedule Application, required information, and payment must be submitted no later than 14 working days prior to desired approval date. Application Information Applicants shall note that special event permits are a zoning permit. Liquor licensing and permitting requires separate review. A special event permit DOES NOT grant or include any liquor license or permit for your event. Please contact the Monticello City Clerk's office regarding liquor licensing and regulations. Sign permits may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and /or City property (including rights of way) and /or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may also require review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 07/24/15 - 3►'�I Q PROPERTY INFORMATION P rope rty Address flVA Property Legal Description Property ID Number _ PROPERTY OWNER INFORMATION Owner Name Owner Address Owner Phone Owner Email T _ APPLICANT 11 ORMATION Applicant Name eVN Applicant Address Applicant Phone Applicant Email Name of Event* Location /Address of Event a-, r 0 Dates & Times of Event '" Ur) 14 tk a Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the Community Development Department, Application Submission Schedule Application, required information, and payment must be submitted no later than 14 working days prior to desired approval date. Application Information Applicants shall note that special event permits are a zoning permit. Liquor licensing and permitting requires separate review. A special event permit DOES NOT grant or include any liquor license or permit for your event. Please contact the Monticello City Clerk's office regarding liquor licensing and regulations. Sign permits may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and /or City property (including rights of way) and /or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may also require review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 07/24/15 - 3►'�I Q APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK -IN CHECK A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and /or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in v addition to a site plan. Certificate of insurance /liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee of $50.00. Special Event Review Process • The Community Development Department will review all Temporary Use Permit applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the Community Development Department has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; 07/24/15 Special Event Temporary Use Permit Approval Criteria, cont. • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. • The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. • The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Temporary Use Permit for the special event, the Community Development Department is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the Community Development Department. 07/24/15 MONT130 OP ID: MS CERTIFICATE OF LIABILITY INSURANCE DA CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 04/11 /2016Y) 04/1112016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Foster White Agency, Inc. 114 West 3rd Street Monticello, MN 55362 Tony Larson CONTACT - Tony.Larson -_- PHONE 763 Ext> 763- 295 -2614 FAX No ; 763- 295 3010 E -MAIL - -- — -- ADDRESS: tlarSOn @fcw- msurance.COm - INSURER(S) AFFORDING COVERAGE_ NAIC p INSURER A:NatlonaI Specialty Insurance INSURER B: — - EACH OCCURRENCE INSURED Monticello Youth Hockey PO Box 584 INSURER C Monticello, MN 55362 NSURER D: X -INSURER E: 01/08/2016 01/08/2017 INSURER F: $ 200,000 COVERAGES CERTIFICATE NUMBER- DCt/1clnkl nil "0=0. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DOL U - - i-POLICY EFF POLICY EXP - -- LTR TYPE OF INSURANCE SD WVD POLICY NUMBER MM /DDIYYYY MM /DD /YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE T OCCUR X NSO 2192170 01/08/2016 01/08/2017 PREMISES (Ea occurrence $ 200,000 MED EXP (Any one person) _ $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 X POLICY ❑ PRO- � JECT L00 PRODUCTS - COMP /OPAGG -- $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ BODILY INJURY (Per person) - - -- -- S — -------- ANY AUTO ALL OWNED ( 1 SCHEDULED AUTOS AUTOS I I BODILY INJURY (Per accident) - - - - -- $ NON-OWNED HIRED AUTOS AUTOS i PROPERTY DAMAGE $ F�Per accident UMBRELLA LIAR HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE EXCESS LAB DED I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY STATUTE EORH _ YIN ANY PROPRIETOR /PARTNER /EXECUTIVE OFFICER /MEMBER EXCLUDED? ❑ N I A E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) If yes, describe under E.L. DISEASE -POLICY LIMIT S DESCRIPTION OF OPERATIONS below i I DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) City of Monticello is named as an Additional Insured in respect to General Liability. -- _ I+H IV IiCLLH I IUIV CITYMON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Monticello THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 505 Walnut Street ACCORDANCE WITH THE POLICY PROVISIONS. Monticello, MN 55362 AUTHORIZED REPRESENTATIVE Tony Larson V 1966-204 Al CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD epscrl "IT! 4 prove. -ty v: q I ;.�7z-ee to 'C,s in :7,3,m3t,:nce n t'.e f2a �i'lz 0, ; - -avrzn-an:s z-d Chef Uplicant's Statement th's -m-10settor -)--,1CzSS-ad !n t-1,V -F-t2 and I am the ppr.j, rfi:o-n "i e City should Contact regarding the ap711c;.,Vrx1- I ),ck, -4 ci r, An'.,Ed ?1; of V`? 0O-j icz)le fi!ing It -a—tf acknowledge that I Oave read o' ',:ie ar.1 related to this r.-d r.- art, t'.:? :07TZt. dare Plan 32t Requircments "Ten (10) Reduced Plan sets - 11",t 17" 1.0m,31cle Appl-Ocallen Requirec: The review and cons-Idei'atinn of an application submitted st all only occur if such epp4cFtion includes 4 Items that are requ-'ree ;-i support of the app9cation and is deemed Complete by the Community Development apartment. AppFicat'lan Submission Rhedula Application, required info,*mFlion, and payment must be submitted no inter than 14 working days priar to desred approval date. APOROV.At. (7oning Administrator Signature) (Date) (Community Development Director Signature) (Date) special Event Permit Approved Denied Avprov,,l is c:anJIt;,-ns: 0 9 J, I --,/ 2 2016 -MOOSE FEST SAVE THE DATE — for the upcoming MAML Hockey 2nd Annual Moose Fest, and 1" Annual Moose Fest 5K Run & Roll The MAML Hockey Association, in conjunction with River City Extreme /Foul Line Sports Bar and Grill is excited to host the 2 "d annual "Moose Fest". Last years' inaugural Moose Fest drew much local attention to our association, including an article with the Monticello Times Newspaper, and became billed as an amazing 'mid- summer retreat for anyone interested in MAML hockey' to simply put — "get out to enjoy an amazing evening of fun, to benefit youth hockey with great music under the stars in Monticello ". This years' Moose Fest also features the in ever Moose Fest SKRun and Roll. This event is available for IMMEDIATE sign -up via the link: http : / /moosefest5k.zapevent.com/ The 5K Run and Roll is an ANY age event /race beginning at 4:00 (in -line) and 4:30 (Running) that will begin and end at River City Extreme /Foul Line, participants will receive a Moose Fest race t -shirt. * * *ON -LINE REGISTRATION IS PREFEREED FOR THE RACE(S), AND PLEASE NOTE NO SHIRT IS GUARANTEED FOR ENTRIES RECEIVED AFTER MAY 27th, 2016 /AND WALK UP REGISTRATION * ** Following the 5K race, acclaimed local band — (now from Nashville, TN) — Maiden Dixie that will rock the parking lot under the stars at River City Extreme. Tickets are available the day of the event for ONLY $10.00 /per and this is a 21+ event. The MAML Hockey association looks forward to seeing you all on June, 4th to benefit Youth Hockey in Monticello! More information on Moose Fest can be found in the following links: http: / /www. mooseyouthhockey.org /page /show /2116305 -ma ml- moose -fest https: / /www.facebook.com/ events / 257144397953805 /257149757953269 / `s •l #;A., — t • r` ell ; Apri] 8, 2oi6 J + f d' a. -A • ,10 Mile -C q �i+• ( � d� rt r *- City Boundary nr� m �.� Monticello I 1 ! t 1 inch = 752 feet Source: Esn, Digitarbbe, GeoEye, Eaihstar Geog'aphirs, CNES/Airbos DS. USDA IISGS.AEX Getmapping,Aerognd.IGN, IGP. syAsstopo, and the GAS User Communiy Map Powered M•DataLink from WSB & Associates - RUN Ate` Moose Fest - June 4, 2016 SAVE THE DATE - for the upcoming MAML Hockey 2nd Annual Moose Fest, and 1st Annual Moose Fest 5K Run & Roll The MAML Hockey Association, in conjunction with River City Extreme /Foul Line Sports Bar and Grill is excited to host the 2nd annual "Moose Fest ", Last years' inaugural Moose Fest drew much local attention to our association, including an article with the Monticello Times Newspaper, and became billed as an amazing `mid- summer retreat for anyone interested in MAML hockey' to simply put - "get out to enjoy an amazing evening of fun, to benefit youth hockey with great music under the stars in Monticello ", This years' Moose Fest also features the 1st ever Moose Fest 5K Run and Roll. This event is available for IMMEDIATE sign -up via the link: lit-Lp : / /moosefesLSk,zapevent,comr' The 5K Run and Roll is an ANY age event /race beginning at 4:00 (in -line) and 4 :30 (running /walking) that will begin and end at River City Extreme /Foul Line, participants will receive a Moose Fest race t- shirt. * * *ON -LINE REGISTRATION IS PREFEREED FOR THE RACE(S), AND PLEASE NOTE NO SHIRT IS GUARANTEED FOR ENTRIES RECEIVED AFTER MAY 27th, 2016 /AND WALK UP REGISTRATION * ** Fallowing the 5K race, acclaimed local band - (now from Nashville, TN) - Maiden Dixie that will rock the parking lot under the stars at River City Extreme, Tickets are available the day of the event for $10.00 /per for 21 +, and $5.00 1per for children (only can be present till 10:00 p.m.) Be sure to check out Maiden Dixie on Twitter, and Youtube! The MAML Hockey association looks forward to seeing you all on June, 4th to benefit Youth Hockey in Monticello! Be sure to watch this page, and our OFFICIAL MOOSE FEST Facebook page for more details to come SOON! The 2015 1st annual Moose Fest was a GREAT event with photos shown below that featured "Rock Godz ", Will the Minnesol Wild make this years playoffs? 4 e 2016 MOOSE FEET Fun Faun & Roll 51 REGISTRATION FEES: Price through May 27th: 23 Price after May 27th: 25 Race shirts guaranteed to those who register by May 27th! SCHEDULE: Registration /Check In 2.33 PIS 5K Start 4:33 PM Event Dates 6: 4;20.I G 4:00 P I'1 online registration closes 61' `2016 11:55 PM CST Address Diver City Extreme:Foul Line 3875 Schaal Blvd Monticello, MN 55352 Vie'Liv 0nnt v a at google maps > ATTENTION ROLLER BLADERS, PLEASE NOTE: Participants in the roller glade event are required to gear a helmet and wrist guards or hockey 10ap satellite gloves. 511, s�r�� 1, 1 &;mdas Rd Activities -7 61'Dth sp FIM Map data,:s2a 6 Gcogle T�smso#w;sa Registration Confirmation MooseFest Run and Roll 5K Run/Walk or Roll June 4th, 2016 4pm Monticello Annandale Maple Lake Youth Hockey PACKET PICK UP will be on race day at; River City Extreme /Foul Line http://www.rivercitvextreme.com/ 3875 School Blvd Monticello MN 55362 MooseFest following the race, featuring "Maiden Dixie" http: / /www. mooseyouthhockey.org /page /show /2116305 -maml- moose -fest https: / /www.fac ebook. co m/ events / 257144397953805 /257149757953269 / http: / /www.maidendixie.com/ PLEASE COMPLETE THE FOLLOWING APPLICATION AND WAIVER - MAIL IT WITH YOUR CHECK PAYABLE TO: MAML JoAnn Dahlheimer 17381 173rd ST SE Big Lake, MN 55309 PARTICIPANT FIRST NAME LAST NAME STREET ADDRESS CITY STATE zip DATE OF BIRTH mm/dd/yy / / SEX (CIRCLE ONE) M F SHIRT SIZE (CIRCLE ONE) YS YM S M L XL XXL Event (CIRCLE ONE) Roller Blade Run/Walk 'PLEASE NOTE — Participants in the roller blade event are required to wear a helmet and wrist guards or hockey gloves. ENTRY FEES: $23.00 for Registration prior to May 27x', 2016 $25.00 after May 27x',2016 — PLEASE NOTE'.. NO SHIRT IS GUARANTEED FOR ENTRIES RECEIVED AFTER MAY 27"', 2016 PLEASE READ AND SIGN THE PARTICIPATION WAIVER BELOW I know that walking/running/roller blading [volunteering for] a road race is potentially hazardous activity, which could cause injury or death. I will not enter and participate unless I am medically able and properly trained, and by my signature, I certify that I am medically able to perform this event, and am in good health, and I am properly trained. I agree to abide by any decision of a race official relative to any aspect of my participation in this event, including the right of any official to deny or suspend my participation for any reason whatsoever. I assume all risks associated with participating in this event, including but no limited to: falls, contact with other participants, the effects of the weather, including high heat and/or humidity, traffic and the conditions of the road all such risks being known and appreciated by me. I understand that bicycles, skateboards and animals, not allowed in the race and I will abide by this guideline. Having read this waiver ad knowing these facts and inconsideration of your accepting my entry, I, for myself and anyone entitled to act on my behalf, waive and release MAML Youth Hockey, River City Extreme/Foul Line Bar and Grill and Moose Fest, the city of Monticello, MN and all sponsors, their representatives and successors from all claims or liabilities of any kind arising out of my participation in this event, even though that liability may arise out of negligence or carelessness on the part of the persons named in this waiver. Signature (parent or guardian required if under 18) Date Questions? Andersoniennifer84@yahoo.com ioanndahlheimer@hotmail.com elishawold@vahoo.com LAIN', -TIF 1 t- ALL W- Area Map - Jefferson Commos t July 6, 2 City Boundary CI1� Of �M�o4t Ao 1 inch = 376 feet Source: Esri, DigitaIGIobe, GeoEye, Earthstar Geographics, CNES /Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo. and the GIS User Community Map Powered by Data Link from WSB & Associates • rl ` ♦�wv� Ell - R i a City Boundary CI1� Of �M�o4t Ao 1 inch = 376 feet Source: Esri, DigitaIGIobe, GeoEye, Earthstar Geographics, CNES /Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo. and the GIS User Community Map Powered by Data Link from WSB & Associates City Council Agenda: 5/09/16 2L. Consideration of approving an application for an excluded charitable gambling permit for Riverfest bingo to be conducted by the Monticello Senior Center (KTB) A. REFERENCE AND BACKGROUND: The Monticello Senior Center is planning to conduct bingo at Riverfest and has applied for an excluded charitable gambling permit for this event. This takes place at Ellison Park on Sunday, July 17th, 2016. To receive a permit from the state, the city must approve and sign off on the application. In the past the City has not opposed these exempt and excluded gambling permit applications for charitable events. B. ALTERNATIVE ACTIONS: 1. Motion to approve the application for a charitable gambling permit for a bingo event to be conducted by the Monticello Senior Center on July 17th, 2016 at Ellison Park. 2. Motion to deny the application for a charitable gambling permit at this time. C. STAFF RECOMMENDATION: Staff supports Alternative #1 and is not aware of any reason why this application should not be approved. D. SUPPORTING DATA: Application for Excluded Bingo Permit — Monticello Senior Center MINNESOTA LAWFUL GAMBLING LG240B Application t0 Conduct Excluded Bingo No Fee Page 1 of 2 ORGANIZATION INFORMATION Organization , Previous Gamblin g Name: bIA10 5 0v- / 0 J `, �` Minnesota Tax ID (°f �1'7Z Federal Employer ID r Number, if any: `7 Number (FEIN), if any: `7�� / 73osis7 Mailing Add resss: City: 1 %O&-bc –11© State: lR) Zip: 5532 County: Name of Chief Executive Officer (CEO): I Jo if Daytime Phone: 7_q5_' )�0 D Email: M--�-- y- • f O1\ �' � � %� �%�1 l� (�J• �VlY1 i1� NONPROFIT STATUS Type of Nonprofit Organization (check one): ElFraternal EI Religious Veterans Other Nonprofit Organization Attach a copy of at least 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.) FICurrent calendar year Certificate of Good Standing Don't have a copy? This certificate must be obtained each year from: MN Secretary of State, Business Services Division Secretary of State website, phone numberss: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651- 296 -2803, or toll free 1- 877 - 551 -6767 FqInternal Revenue Service -IRS income tax exemption 501(c) letter in your organization's name Don't have a copy? Obtain a copy of your federal income tax exempt letter by having an organization officer contact the IRS at 877- 829 -5500. Internal Revenue Service - 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. EXCLUDED BINGO ACTIVITY Has your organization held a bingo event in the current calendar year? F—] Yes 15� No If yes, list the dates when bingo was conducted: The proposed bingo event will be: ® one of four or fewer bingo events held this year. Dates: J \J 1 2D/ k -OR- F-1 conducted on up to 12 consecutive days in connection with a: F-1county fair Dates: F-1civic celebration Dates: F] Minnesota State Fair Dates: Person in charge of bingo event: t!. l ( 0 l Daytime Phone: Name of premises where bingo will be conducted: E-11115 ©K ark Premises street address: 1 U skee City: Mo6 u_ I (O If township, township name: County: VLJ I LG240B Application to Conduct Excluded Bingo 6/15 Page 2 of 2 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises located within city limits located in a township On behalf of the city, I approve this application for excluded On behalf of the county, I approve this application for excluded bingo activity at the premises located within the city's bingo activity at the premises located within the county's jurisdiction. jurisdiction. Print City Name: b Print County Name: Signature of City Personnel: Signature of County Personnel: Title: Date: Title: Date: TOWNSHIP (if required by the county) On behalf of the township, I acknowledge that the organization is applying for excluded bingo activity within the township limits. The city or count must sign before Y Y 9 (A township has no statutory authority to approve or deny an submitting application to the application, per Minnesota Statutes, Section 349.213.) Gambling Control Board. Print Township Name: Signature of Township Officer: Title: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this application is complete and accurate to the best of my knowledge. , -9 !� l Chief Executive Officer's Signature: Date: (Signature must be CEO's signature; designee may not sign) �al Print Name: 01_� MAIL OR FAX APPLICATION & ATTACHMENTS Mail or fax application and a copy of your proof of nonprofit Bingo hard cards and bingo number selection devices may status to: be borrowed from another organization authorized to conduct Gambling Control Board bingo. Otherwise, bingo hard cards, bingo paper, and bingo 1711 West County Road B, Suite 300 South number selection devices must be obtained from a distributor Roseville, MN 55113 licensed by the Minnesota Gambling Control Board. To find Fax: 651- 639 -4032 a licensed distributor, go to www.mn.govfgcb and click An excluded bingo permit will be mailed to your organization. on Distributors under the LIST OF LICENSEES, or call 651 -539 -1900. Your organization must keep its bingo records for 3 -1/2 years. Questions? This form will be made available in alternative format Call a Licensing Specialist at 651- 539 -1900. (i.e. large print, braille) upon request. Data privacy notice: The information requested on this form (and any attachments) will be used by the Gambling Control Board (Board) to deter- mine your organization's qualifications to be in- volved in lawful gambling activities in Minnesota. Your organization has the right to refuse to sup- ply the information; however, if your organiza- tion refuses to supply this information, the Board may not be able to determine your organiza- tion's qualifications and, as a consequence, may refuse to issue a permit. If your organization supplies the information requested, the Board will be able to process the application. Your organization's name and address will be public information when received by the Board. All other information provided will be private data about your organization until the Board issues the permit. When the Board issues the permit, all information provided will become public. If the Board does not issue a permit, all infor- mation provided remains private, with the ex- ception of your organization's name and address which will remain public. Private data about your organization are available to Board members, Board staff whose work requires access to the information; Minnesota's Depart- ment of Public Safety; Attorney General; Com- missioners of Administration, Minnesota Manage- ment & Budget, and Revenue; Legislative Audi- tor, national and international gambling regula- tory agencies; anyone pursuant to court order; other individuals and agencies specifically authorized by state or federal law to have access to the information; individuals and agencies for which law or legal order authorizes a new use or sharing of information after this notice was given; and anyone with your written consent. City Council Agenda: 5/9/16 2M. Consideration of adopting Resolution #2016 -029 to approve donations from Farmer's Market and Walk and Roll Sponsors (KB) A. REFERENCE AND BACKGROUND: The Council is being asked to approve the donations /sponsorships for the Farmer's Market entertainment fund and the Power Of Produce program and also sponsors for bike give away for the Walk and Roll event. The Farmer's Market provides entertainment during the market to attract visitors /shoppers. This has been a high priority to the Market vendors and they have been willing to donate to ensure this happens. Greenbush Farms is donating $100 towards the entertainment fund for 2016. The sponsors of the Power Of Produce at the Farmer's Market are Riverwood Bank, $50 and All 4 Kids for $250. The Community Center is also accepting donations for the sponsorship of a bike to be given away at Walk N Roll. As you know Walk and Roll is a very popular event with approximately 1,200 people attending and people particularly love the bike give away. The sponsors for the Walk and Roll bikes are Buffalo Clinic for $250, North Risk Partners the Apollo Division for $125 and Edina Realty, Tracy Braun for $125. As required by state statute, if the City accepts the donation of funds, the City Council needs to adopt a resolution specifying the amount of the donation and its use. Al. Budget Impact: The donation/sponsorship will pay for expenses of the program as identified. A2. Staff Workload Impact: Staff will do the work to put on this event. Our sponsors will be recognized in all our advertisement and banners. B. ALTERNATIVE ACTIONS: 1. Motion to approve the contribution and authorize use of funds as specified. 2. Motion to not approve the contribution 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 -029 City of Monticello RESOLUTION NO. 2016-029 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Greenbush Farms Cash Contribution $100 Riverwood Bank Cash Contribution $50 All 4 Kids Cash Contributions $250 Buffalo Clinic Cash Contributions $250 North Risk Partners, Apollo Division Cash Contributions $125 Edina Realty, Tracy Braun Cash Contributions $125 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE /AMOUNT Greenbush Farms Monticello Farmer's Market Riverwood Bank Monticello Farmer's Market All 4 Kids Monticello Farmer's Market Buffalo Clinic Walk and Roll Event, Bike Sponsor North Risk Partners, Apollo Division Walk and Roll Event, Bike Sponsor Edina Realty, Tracy Braun Walk and Roll Event, Bike Sponsor Adopted by the City Council of Monticello this 9th day of May, 2016. Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 05/09/16 2N. Consideration of adopting Resolution #2016 -030 accepting bids and awarding contract for the 2016 Sealcoat and Fog Seal Project A. REFERENCE AND BACKGROUND: Council is asked to consider accepting bids and awarding a contract for the 2016 Street Bituminous Sealcoat and Fog Seal Project. The areas to be seal coated will be patched and crack sealed by city forces in preparation for this project. Originally, the bid was for 109,708 square yards of streets; however, the specifications allow for an add or deduct of 25 %, and as the bids came in under budget it was determined to include Sandberg Road in the project. This adds another 7,500 square yards to the project, which brings the total to 117,208 square yards of city streets. A chip seal (or sealcoating) is a treatment of the surface of a paved road. It is designed to seal and protect the pavement and extend the life of the road. Chip seal paving improves road quality, protects road surfaces from water damage, and provides increased traction for vehicles. Studies have shown that applying a chip seal to protect roads while they are still in good condition is the most cost - effective strategy for maintaining roads. A chip seal begins with surface preparation, including sweeping and cleaning and repairing holes. A thin layer of emulsified asphalt is then sprayed on the road. The chips are then applied and compacted with a roller. Finally, the road is swept clean of any excess chips. Fog sealing is an application of asphalt emulsion sprayed onto the pavement surface without a cover. The emulsion is diluted to the proper consistency to obtain complete coverage of the roadway. Fog seal works better on a coarse aggregate surface where asphalt emulsion has room to bond between aggregate particles. Fog sealing is a highly satisfactory complement to a new chip seal surface to aid chip retention; it can also add up to three years of life to a chip seal. The road surface heats up easier in the winter months which aids in snow removal. The fog seal also provides an aesthetically pleasing black surface that gives the appearance of a new street overlay. Standards today in road maintenance are to sealcoat new roads five years after they have been constructed and every seven years after that. By fog sealing after the chip seal we believe we can extend the seven years to eight or nine years. Following this guide, the goal we are trying to achieve for our residential street surfaces is for them to last 40 to 45 years. There have been several projects on Monticello's roadway system in past years spending millions of dollars so it is very important that we follow up these projects with a good maintenance program in which we try to adhere annually with respect to the initial submitted budgets. Public Works advertised for bids to be opened on April 28, 2016, for chip sealing and fog sealing 109,708 square yards of city streets. A total of two (2) bids were received; with a low bid of $133,295.22 and high bid of $149,202.88. Caldwell Asphalt Co. Inc. of Hawick, Minnesota, came in as the low bidder. As stated earlier we have the option of an add or deduct to the project of 25% written in the specifications so the intention is to move forward with adding Sandberg Road north of Chelsea Road. This adds 7,500 square yards totaling 1 B. City Council Agenda: 05/09/16 $9,112.50, for a total project cost of $142,407.72. A copy of the bid tabulation summary is included as supporting data. Public Works has set aside appropriate funds in the 2016 Budget for this project. The listing of streets to be chip sealed and fog sealed are as follows: • 8711 Street • Bald Eagle Court • Chestnut Street • Eisele Avenue • Elm Street • Fairhill Court • Fairhill Lane • Fallon Avenue • Front Street • Hart Boulevard • Linn Street • Locust Street • Maple Street • Mill Run Road • Mill Trail Drive • Mill Trail Lane • Minnesota Street • Osprey Court • River Forest Drive • River Mill Drive • River Ridge Lane • River Street West • Sandberg Road • Vine Street • Walnut Street A complete set of Plans and Specifications for this project are on file at city hall and available upon request. Al. Budget Impact: In preparation for this project, appropriate funds were placed in the 2016 Street Department Budget for sealcoating and pavement marking. The portion of the project covered under this amount will be for all of the streets listed above for which the low bid and with the addition of Sandberg Road came to a total of $142,407.72 for the combination sealcoat /fog seal project. A2. Staff Workload Impact: A project of this size normally takes two to three days for the chip sealing and two to three days for the fog sealing. We will have a City inspector on the job site for those days. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution #2016 -030 accepting the bids and awarding a contract to Caldwell Asphalt Co. Inc. of Hawick MN, based upon their low bid of $136.953.36 plus the addition of Sandberg Road at a cost of $9,112.50 for a total project cost of $142,407.22. This project is to be completed per contract by August 26, 2016. 2. Motion to accept the bids but award the contract to another bidder. 3. Motion to deny all bids at this time. 2 City Council Agenda: 05/09/16 C. STAFF RECOMMENDATION: City staff recommends the City Council approve Alternative #1, accepting the bids and awarding the contract to Caldwell Asphalt Co. Inc. of Hawick MN for a total project cost of $142,407.22, for the sealcoat /fog seal project. The Public Works Department and Engineering Department will be inspecting the project to see that the contractor adheres to the plans and specifications. D. SUPPORTING DATA: • Resolution #2016 -030 • 2016 Sealcoating Project Bid Tabulation • 2016 Sealcoating Project Map CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-030 ACCEPTING BIDS AND AWARDING CONTRACT FOR THE 2016 STREET SEALCOAT AND FOG SEAL, CITY PROJECT NO. ZZSEAL WHEREAS, the City has solicited bids for the 2016 Street Sealcoat and Fog Seal Project according to the plans and specifications provided to the public. Bids were received, opened, and tabulated, and were found to comply with said plans and specifications: WHEREAS, the bid submitted by Caldwell Asphalt Co, Inc., of Hawick, Minnesota, in the amount of $133,295.22, for the combined total chip seal and fog seal for the 2016 Street Bituminous Sealcoat and Fog Seal Project, in accordance with the plans and specifications, was the lowest responsible bid and shall be hereby accepted. Furthermore, the contract allows for a 25% add or deduct so an additional 7,500 square yards of city streets have been added to the project at a cost of $9,112.50, for a total project cost of $142,407.22. NOW THEREFORE, BE IT RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: Such plans and specifications, a copy of which is on file in the office of the City Clerk, are hereby approved. 2. Bids submitted for the project according to the plans and specifications are hereby accepted. 3. The City Administrator and Mayor are hereby authorized and directed to enter into a contract with said company for the construction of said improvements for and on behalf of the City of Monticello. 4. The Public Works Department and Engineering Department shall direct and inspect the project. BID BID A - SEALCOATING BID B - FOG SEAL TOTAL BID A + BID B SECURITY SEALCOATING SEALCOATING FOG SEAL FOG SEAL SEALCOATING & N UNIT PRICE TOTAL SUM UNIT PRICE TOTAL SUM FOG SEAL CONTRACTOR 1. Caldwell Asphalt Co. Inc. 24060 175th Street NE X $ 0.985 $ 108,062.38 $ 0.230 $ 25,232.84 $ 133,295.22 Hawick, MN 56273 320 - 243 -4023 2. Allied Blacktop Company 105023 89th Avenue N X $ 1.035 $ 113,547.78 $ 0.325 $ 35,655.10 $ 149,202.88 Maple Grove, MN 55369 763 - 425 -0575 WHEREAS, the bid submitted by Caldwell Asphalt Co, Inc., of Hawick, Minnesota, in the amount of $133,295.22, for the combined total chip seal and fog seal for the 2016 Street Bituminous Sealcoat and Fog Seal Project, in accordance with the plans and specifications, was the lowest responsible bid and shall be hereby accepted. Furthermore, the contract allows for a 25% add or deduct so an additional 7,500 square yards of city streets have been added to the project at a cost of $9,112.50, for a total project cost of $142,407.22. NOW THEREFORE, BE IT RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: Such plans and specifications, a copy of which is on file in the office of the City Clerk, are hereby approved. 2. Bids submitted for the project according to the plans and specifications are hereby accepted. 3. The City Administrator and Mayor are hereby authorized and directed to enter into a contract with said company for the construction of said improvements for and on behalf of the City of Monticello. 4. The Public Works Department and Engineering Department shall direct and inspect the project. ADOPTED BY the Monticello City Council this 9"' day of May, 2016. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator BID TABULATION SUMMARY 2016 STREET BITUMINOUS SEALCOAT & FOG SEAL PROJECT CITY OF MONTICELLO, MINNESOTA BIDS RECEIVED: 2 BIDS OPENED: THURSDAY, APRIL 28, 2016, AT 2:00 P.M. I hereby certify that this is a true and correct tabulation of the quotes as received on April 28, 2016. Tom Moores, Street Superintendent 1 r CITY 01- Monticello PUBLIC WORKS C:\ Users \Beth.G,..n\AppData\ Local \Microsoft \Windows \INetC.che \ConlentOut look \HYJ5JLOZ \BID TABULATION FORM -2016 SEALCOAT- FOG SEAL PROJECT.As 5/4/2016 -PAGE 1 OF 1 - BID BID A - SEALCOATING BID B - FOG SEAL TOTAL BID A + BID B SECURITY SEALCOATING SEALCOATING FOG SEAL FOG SEAL SEALCOATING & CONTRACTOR (X) UNIT PRICE TOTAL SUM UNIT PRICE TOTAL SUM FOG SEAL 1. Caldwell Asphalt Co. Inc. 24060 175th Street NE X $ 0.985 $ 108,062.38 $ 0.230 $ 25,232.84 $ 133,295.22 Hawick, MN 56273 320 - 243 -4023 2. Allied Blacktop Company 105023 89th Avenue N X $ 1.035 $ 113,547.78 $ 0.325 $ 35,655.10 $ 149,202.88 Maple Grove, MN 55369 763 - 425 -0575 I hereby certify that this is a true and correct tabulation of the quotes as received on April 28, 2016. Tom Moores, Street Superintendent 1 r CITY 01- Monticello PUBLIC WORKS C:\ Users \Beth.G,..n\AppData\ Local \Microsoft \Windows \INetC.che \ConlentOut look \HYJ5JLOZ \BID TABULATION FORM -2016 SEALCOAT- FOG SEAL PROJECT.As 5/4/2016 -PAGE 1 OF 1 - ouMPSFFE • arV ompost FACILRV RIVER ET W a� °\ ]L 4 I I J' i I � — I I I 0 1,250 2,500 Feet 11 1 s1� I I' a� ubm CHIPSEAL - - -_ STOCKPILE 9250 CITY OF MONTICELLO 2016 CHIP SEAL PROJECT flIVER MILL RIVER MILL i � I (UPPER) MILL CT MOWER) Y� — _ _ Hq RIVER MI(L OR I Rr RIVER FOREST DR' RIVER gIDGE m I I \�a.�a 3 ML. BPREV CIS < I L 1 ` _ 0 III is \�... ``a 9p 4 RLNKO �•� sy DR ED EAGLE REST - f CT _ l\ RIVER FOREST DR - -- ! SCHOOL BLVD. .I I I . I HUNtER'S i I 85TH ST NE 1--= v I I - -_ —_ ------- - - - - -- �I J PL.CUrron( Path: J, lgis%cityYMONTWaps%Baso— _ s [:ITY" OF MonticeNflo April Shuttle Ridership 1 -Apr 37 11 -Apr 34 21 -Apr 48 2 -Apr Saturday 12 -Apr 40 22 -Apr 28 3 -Apr Sunday 13 -Apr 42 23 -Apr Saturday 4 -Apr 37 14 -Apr 36 24 -Apr Sunday 5 -Apr 42 15 -Apr 44 25 -Apr 34 6 -Apr 45 16 -Apr Saturday 26 -Apr 45 7 -Apr 49 17 -Apr Sunday 27 -Apr 38 8 -Apr 39 18 -Apr 41 28 -Apr 43 9 -Apr Saturday 19 -Apr 29 29 -Apr 33 10 -Apr Sunday 20 -Apr 52 30 -Apr Saturday Monthly Riders: 870.00 RIDERS Monthy Average: 41.43 riders per day Demographics: To or from work 287 32.99% To or from school 157 18.05% Wheelchair bound 17 1.95% Senior Citizen 177 20.34% Riders at: PWE 3 0.34% Mississippi Shores 13 1.49% Pumpkin Patch 21 2.41% River Park Apts. 14 1.61% MMS 20 2.30% St Benedicts 17 1.95% Eastview 9 1.03% Ridgemont Apts. 10 1.15% The Bluffs 13 1.49% Cardnial Hills 35 4.02% Kjelbergs 27 3.10% Swan River 29 3.33% Cedar Crest 21 2.41% Other 72.87% Broadway Sq. Apts. 4 0.46% Notes: Projected Numbers i s±FF 5 O44ti Monticello Monthly Report 2016 Wright County Sheriff's Office Sheriff Joe Hagerty 3800 Braddock Ave. NE, Buffalo, MN 55313 1- 800 - 362 -3667 Fax:763- 682 -7610 �OFESSIONq�r Q •y ti 2 y N \CARING / Printed on 1 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 911 Hang -up Total: 39 04/03/16 03:45 911 Hang -up 2016018852 911 Hang -up WCSOP16008448 911 04/03/16 17:26 911 Hang -up 2016018945 Medical - Psychiatric - WCSOP16008499 911 04/03/16 20:36 911 Hang -up 2016018979 911 04/03/16 22:53 911 Hang -up 2016019005 911 04/06/16 00:12 911 Hang -up 2016019563 911 04/06/1615:58 911 Hang -up 2016019716 911 04/08/16 07:55 911 Hang -up 2016020093 911 Hang -up WCSOP16008941 911 04/08/16 20:35 911 Hang -up 2016020254 911 04/09/16 12:56 911 Hang -up 2016020408 911 Hang -up WCSOP16009089 911 04/09/16 12:59 911 Hang -up 2016020409 911 04/10/1610:56 911 Hang -up 2016020649 911 04/10/1617:34 911 Hang -up 2016020723 911 04/10/16 21:33 911 Hang -up 2016020800 911 Hang -up WCSOP16009256 911 04/11/16 09:33 911 Hang -up 2016020888 911 04/13/16 15:45 911 Hang -up 2016021521 911 04/13/16 22:48 911 Hang -up 2016021633 911 04/14/1612:59 911 Hang -up 2016021740 911 04/14/1616:04 911 Hang -up 2016021791 911 04/17/16 17:01 911 Hang -up 2016022669 911 04/17/16 19:28 911 Hang -up 2016022702 911 04/18/16 15:36 911 Hang -up 2016022887 911 04/19/16 17:57 911 Hang -up 2016023164 911 04/20/1618:47 911 Hang -up 2016023441 911 04/21/16 02:32 911 Hang -up 2016023544 911 04/22/16 00:29 911 Hang -up 2016023790 911 04/22/1614:08 911 Hang -up 2016023919 911 04/23/16 16:11 911 Hang -up 2016024228 911 04/23/16 20:03 911 Hang -up 2016024301 911 04/25/16 05:27 911 Hang -up 2016024599 911 04/25/16 17:05 911 Hang -up 2016024726 911 04/26/1613:22 911 Hang -up 2016024927 911 04/27/16 20:41 911 Hang -up 2016025305 911 04/27/16 21:06 911 Hang -up 2016025313 911 04/28/16 16:54 911 Hang -up 2016025496 911 Hang -up WCSOP16011005 911 04/29/1611:52 911 Hang -up 2016025676 911 04/29/1613:04 911 Hang -up 2016025690 911 04/29/1614:01 911 Hang -up 2016025702 911 04/29/16 15:05 911 Hang -up 2016025716 911 04/30/1619:57 911 Hang -up 2016026039 911 ZUERCHER Page 1 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 911 Open Line Total: 44 04/01/16 23:07 911 Open Line 2016018603 911 04/02/16 19:10 911 Open Line 2016018766 911 04/02/16 21:50 911 Open Line 2016018795 911 04/03/16 18:45 911 Open Line 2016018961 911 04/04/16 16:52 911 Open Line 2016019156 911 04/04/16 17:01 911 Open Line 2016019158 911 04/05/16 08:21 911 Open Line 2016019331 911 04/05/16 15:19 911 Open Line 2016019420 911 04/05/16 16:06 911 Open Line 2016019436 911 04/07/16 16:44 911 Open Line 2016019947 911 04/08/16 09:42 911 Open Line 2016020129 911 04/09/16 19:38 911 Open Line 2016020510 911 04/09/16 21:24 911 Open Line 2016020538 911 04/10/16 05:56 911 Open Line 2016020610 911 04/11/16 09:14 911 Open Line 2016020884 911 04/13/16 12:25 911 Open Line 2016021459 911 Open Line WCSOP16009498 911 04/13/16 15:35 911 Open Line 2016021515 911 04/14/16 18:53 911 Open Line 2016021838 911 04/17/16 11:38 911 Open Line 2016022588 911 04/17/16 11:44 911 Open Line 2016022590 911 04/17/16 19:54 911 Open Line 2016022705 911 Open Line WCSOP16010015 911 04/18/16 06:44 911 Open Line 2016022786 911 04/19/16 08:25 911 Open Line 2016023044 911 04/19/16 19:10 911 Open Line 2016023184 911 04/20/16 14:19 911 Open Line 2016023369 911 04/20/16 19:37 911 Open Line 2016023456 911 04/20/16 20:15 911 Open Line 2016023461 911 04/21/16 14:46 911 Open Line 2016023643 911 04/21/16 16:14 911 Open Line 2016023670 911 04/22/16 01:27 911 Open Line 2016023802 911 04/22/16 01:31 911 Open Line 2016023804 911 04/22/16 14:17 911 Open Line 2016023922 911 04/23/16 19:41 911 Open Line 2016024295 911 Open Line WCSOP16010570 911 04/24/16 14:01 911 Open Line 2016024464 911 04/24/16 19:08 911 Open Line 2016024527 911 04/25/16 11:13 911 Open Line 2016024655 911 04/25/16 15:06 911 Open Line 2016024691 911 04/26/16 12:39 911 Open Line 2016024918 911 04/26/16 12:52 911 Open Line 2016024920 911 04/26/16 13:31 911 Open Line 2016024929 911 04/26/16 14:25 911 Open Line 2016024947 911 04/30/16 04:40 911 Open Line 2016025884 911 04/30/16 09:56 911 Open Line 2016025921 911 04/30/16 18:43 911 Open Line 2016026019 911 ZUERCHER Page 2 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported Abandoned Vehicle Total: 2 Phone 04/04/16 06:15 Agency Assist 2016019039 04/05/16 11:21 Abandoned Vehicle 2016019374 Abandoned Vehicle WCSOP16008678 Phone 04/12/16 09:50 Abandoned Vehicle 2016021146 Abandoned Vehicle WCSOP16009378 Phone Abuse Total: 1 04/05/16 05:58 Agency Assist 2016019312 Agency 04/19/16 19:27 Abuse 2016023192 Check Welfare WCSOP16010192 911 Agency Assist Total: 20 04/02/16 22:28 Agency Assist 2016018808 Agency Assist WCSOP16008433 Phone 04/04/16 06:15 Agency Assist 2016019039 Agency Assist WCSOP16008544 Phone 04/04/16 09:12 Agency Assist 2016019064 Agency Assist WCSOP16008558 Phone 04/05/16 05:58 Agency Assist 2016019312 Agency Assist WCSOP16008647 Phone 04/05/16 16:42 Agency Assist 2016019445 Agency Assist WCSOP16008712 Phone 04/06/16 05:26 Agency Assist 2016019591 Agency Assist WCSOP16008760 Phone 04/08/16 08:26 Agency Assist 2016020103 Agency Assist WCSOP16008948 Phone 04/08/16 14:58 Agency Assist 2016020181 Agency Assist WCSOP16009001 Phone 04/08/16 15:11 Agency Assist 2016020184 Agency Assist WCSOP16009005 Phone 04/12/16 04:01 Agency Assist 2016021103 Agency Assist WCSOP16009358 Phone 04/17/16 06:39 Agency Assist 2016022541 Agency Assist WCSOP16009942 Phone 04/19/16 16:54 Agency Assist 2016023147 Agency Assist WCSOP16010181 Phone 04/20/16 00:37 Agency Assist 2016023258 Agency Assist WCSOP16010211 Phone 04/21/16 15:38 Agency Assist 2016023659 Agency Assist WCSOP16010356 Phone 04/24/16 11:15 Agency Assist 2016024440 Agency Assist WCSOP16010621 Phone 04/26/16 13:39 Agency Assist 2016024932 Agency Assist WCSOSIU16010812 Phone 04/28/16 09:12 Agency Assist 2016025400 Agency Assist WCSOP16010968 Phone 04/28/16 20:59 Agency Assist 2016025541 Agency Assist WCSOP16011028 Phone 04/29/16 02:45 Agency Assist 2016025601 Agency Assist WCSOP16011045 Phone 04/30/16 21:59 Agency Assist 2016026065 Agency Assist WCSOP16011263 Phone Animal Total: 12 04/04/16 05:10 Animal 2016019035 Officer 04/13/1617:49 Animal 2016021552 Phone 04/14/16 20:04 Animal 2016021860 Phone 04/16/1613:57 Animal 2016022323 Phone 04/16/1615:29 Animal 2016022350 Animal WCSOP16009851 Phone 04/22/1613:20 Animal 2016023908 Phone 04/22/1615:25 Animal 2016023946 Animal WCSOP16010454 Phone 04/23/1617:03 Animal 2016024241 Animal WCSOP16010556 Phone 04/24/1613:55 Animal 2016024463 Phone 04/26/1614:50 Animal 2016024962 Animal WCSOP16011091 Phone 04/27/1616:31 Animal 2016025242 Animal WCSOP16010922 Phone 04/28/16 08:02 Animal 2016025391 Animal WCSOP16010964 Phone Animal - Abuse Total: 1 04/14/16 13:48 Animal - Abuse 2016021748 Animal - Abuse WCSOP16009605 Phone Animal - Barking Dog Total: 3 04/13/16 13:45 Animal - Barking Dog 2016021478 Animal - Barking Dog WCSOP16009503 Phone ZUERCHER Page 3 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/23/16 00:31 Animal - Barking Dog 2016024112 Animal - Barking Dog WCSOP16010504 Phone 04/30/16 18:18 Animal - Barking Dog 2016026014 Animal - Barking Dog WCSOP16011240 Phone Animal - Bites - Attacks Total: 4 04/10/16 14:45 Animal - Bites - Attacks 2016020688 Animal - Bites - Attacks WCSOP16009219 Phone 04/10/16 15:15 Animal - Bites - Attacks 2016020694 Animal - Bites - Attacks WCSOP16009221 Phone 04/14/16 19:29 Animal - Bites - Attacks 2016021848 Animal - Bites - Attacks WCSOP16009652 Phone 04/22/16 16:05 Animal - Bites - Attacks 2016023963 Animal - Bites - Attacks WCSOP16010458 Phone Assault Total: 3 Check Welfare WCSOP16008598 Phone 04/08/16 17:59 04/13/16 22:44 Assault 2016021632 Disorderly WCSOP16009565 911 04/21/1614:39 Assault 2016023641 Assault WCSOSRO16010351 WCSOP16009027 04/27/16 09:32 Assault 2016025152 Disorderly WCSOP16010888 Phone Burglary Total: 1 Phone 04/08/16 23:29 Check Welfare 2016020289 04/09/16 22:17 Burglary 2016020554 Burglary WCSOP16009160 Phone Check Welfare Total: 33 04/02/16 18:51 Check Welfare 2016018764 Check Welfare WCSOP16008415 Phone 04/02/16 22:31 Check Welfare 2016018811 Check Welfare WCSOP16008434 Phone 04/03/16 20:24 Check Welfare 2016018977 Check Welfare WCSOP16008517 Phone 04/04/16 15:46 Check Welfare 2016019132 Check Welfare WCSOP16008598 Phone 04/08/16 17:59 Check Welfare 2016020212 Check Welfare WCSOP16009021 Phone 04/08/16 18:53 Check Welfare 2016020230 Check Welfare WCSOP16009027 Phone 04/08/16 19:36 Check Welfare 2016020240 Check Welfare WCSOP16009031 Phone 04/08/16 23:29 Check Welfare 2016020289 Info WCSOP16009047 Phone 04/09/16 07:52 Check Welfare 2016020354 Check Welfare WCSOP16009067 Phone 04/09/16 16:53 Check Welfare 2016020478 Suspicious - Person - Vehicle WCSOP16009122 Phone 04/09/16 18:19 Check Welfare 2016020497 Check Welfare WCSOP16009134 Phone 04/10/16 13:26 Check Welfare 2016020678 Check Welfare WCSOP16009212 Phone 04/10/16 20:24 Check Welfare 2016020777 Check Welfare WCSOP16009247 Phone 04/11/16 11:20 Check Welfare 2016020908 Check Welfare WCSOP16009289 Phone 04/11/16 19:54 Check Welfare 2016021024 Check Welfare WCSOP16009333 Phone 04/15/16 11:22 Check Welfare 2016022009 Check Welfare WCSOP16009695 Phone 04/16/16 19:33 Check Welfare 2016022412 Check Welfare WCSOP16009884 Phone 04/18/16 18:17 Check Welfare 2016022929 Check Welfare WCSOP16010102 Phone 04/19/16 10:07 Check Welfare 2016023058 Check Welfare WCSOP16010142 Phone 04/20/16 11:33 Check Welfare 2016023332 Check Welfare WCSOP16010231 Phone 04/20/16 12:43 Check Welfare 2016023349 Check Welfare WCSOP16010238 Phone 04/20/16 12:52 Check Welfare 2016023353 Check Welfare WCSOP16010240 Phone 04/21/16 10:35 Check Welfare 2016023601 Check Welfare WCSOP16010327 Phone 04/21/16 11:31 Check Welfare 2016023613 Warrant - Arrest WCSOP16010334 Phone 04/21/16 11:57 Check Welfare 2016023615 Check Welfare WCSOP16010337 Phone 04/21/16 16:57 Check Welfare 2016023687 Animal WCSOP16010365 Phone 04/22/16 13:18 Check Welfare 2016023907 Check Welfare WCSOP16010438 Phone 04/24/16 03:16 Check Welfare 2016024407 Check Welfare WCSOP16010604 911 04/25/16 18:33 Check Welfare 2016024748 Check Welfare WCSOP16010748 911 04/26/16 13:09 Check Welfare 2016024923 Check Welfare WCSOP16010811 Phone ZUERCHER Page 4 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/26/16 14:47 Check Welfare 2016024961 Check Welfare WCSOP16010822 Phone 04/26/16 15:49 Check Welfare 2016024972 Check Welfare WCSOP16010827 Phone 04/29/16 13:51 Check Welfare 2016025700 Check Welfare WCSOP16011102 Phone Citizen Aid Total: 9 04/01/16 15:02 Citizen Aid 2016018499 Citizen Aid WCSOP16008287 Officer 04/10/16 12:54 Citizen Aid 2016020671 Citizen Aid WCSOP16009206 Phone 04/12/16 17:49 Citizen Aid 2016021267 Citizen Aid WCSOP16009433 Phone 04/14/16 14:11 Citizen Aid 2016021757 Citizen Aid WCSOP16009611 Phone 04/16/16 01:34 Citizen Aid 2016022220 Citizen Aid WCSOP16009792 911 04/16/16 14:55 Citizen Aid 2016022337 Citizen Aid WCSOP16009846 Phone 04/19/16 10:32 Citizen Aid 2016023063 Citizen Aid WCSOP16010145 Phone 04/19/16 12:07 Citizen Aid 2016023083 Citizen Aid WCSOP16010153 Phone 04/24/16 19:46 Citizen Aid 2016024537 Citizen Aid WCSOP16010665 Phone Civil Complaint Total: 25 04/04/16 06:53 Civil Complaint 2016019048 Civil Complaint WCSOP16008548 Phone 04/04/16 10:32 Civil Complaint 2016019079 Civil Complaint WCSOP16008565 Officer 04/05/16 10:36 Civil Complaint 2016019358 Civil Complaint WCSOP16008673 Phone 04/05/16 11:07 Civil Complaint 2016019366 Civil Complaint WCSOP16008675 Phone 04/06/16 15:15 Civil Complaint 2016019710 Civil Complaint WCSOP16008809 Phone 04/07/16 15:45 Civil Complaint 2016019931 Civil Complaint WCSOP16008892 Phone 04/07/16 19:47 Civil Complaint 2016019996 Civil Complaint WCSOP16008918 Phone 04/08/16 18:48 Civil Complaint 2016020227 Civil Complaint WCSOP16009026 Phone 04/09/16 13:17 Civil Complaint 2016020414 Civil Complaint WCSOP16009093 Phone 04/10/16 15:34 Civil Complaint 2016020698 Civil Complaint WCSOP16009222 Phone 04/10/16 17:00 Civil Complaint 2016020712 Civil Complaint WCSOP16009223 Phone 04/10/16 17:35 Civil Complaint 2016020724 Civil Complaint WCSOP16009226 Phone 04/11/16 11:05 Civil Complaint 2016020905 Civil Complaint WCSOP16009306 Phone 04/11/16 11:46 Civil Complaint 2016020914 Court Order Violation WCSOP16009291 Phone 04/13/16 10:25 Civil Complaint 2016021436 Check Welfare WCSOP16009488 Phone 04/16/16 05:08 Civil Complaint 2016022235 Civil Complaint WCSOP16009797 Phone 04/16/16 12:57 Civil Complaint 2016022306 Civil Complaint WCSOP16009833 Phone 04/20/16 18:26 Civil Complaint 2016023437 Civil Complaint WCSOP16010277 Phone 04/22/16 16:35 Civil Complaint 2016023969 Civil Complaint WCSOP16010462 Phone 04/22/16 21:05 Civil Complaint 2016024052 Civil Complaint WCSOP16010488 Phone 04/24/16 16:32 Civil Complaint 2016024492 Civil Child Custody WCSOP16010645 Phone 04/24/16 16:47 Civil Complaint 2016024496 Civil Complaint WCSOP16010647 Phone 04/25/16 13:50 Civil Complaint 2016024675 Civil Complaint WCSOP16010718 Phone 04/25/16 18:51 Civil Complaint 2016024752 Civil Complaint WCSOP16010749 Phone 04/27/16 19:52 Civil Complaint 2016025292 Civil Child Custody WCSOP16010938 Phone Civil Process Total: 56 04/01/16 08:25 Civil Process 2016018438 Officer 04/01/16 13:41 Civil Process 2016018490 Officer 04/01/16 22:15 Civil Process 2016018586 Civil Process WCSOP16008330 Officer 04/04/16 16:40 Civil Process 2016019151 Officer 04/04/16 16:51 Civil Process 2016019155 Officer ZUERCHER Page 5 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/05/16 16:24 Civil Process 2016019441 Officer 04/06/16 10:17 Civil Process 2016019648 Officer 04/06/16 10:27 Civil Process 2016019649 Officer 04/06/16 10:50 Civil Process 2016019655 Officer 04/07/16 08:40 Civil Process 2016019859 Officer 04/07/16 08:58 Civil Process 2016019864 Officer 04/07/16 09:09 Civil Process 2016019865 Officer 04/08/16 08:52 Civil Process 2016020112 Officer 04/08/16 13:29 Civil Process 2016020163 Officer 04/11/16 17:16 Civil Process 2016020991 Officer 04/12/16 11:15 Civil Process 2016021164 Officer 04/12/16 15:42 Civil Process 2016021214 Officer 04/12/16 16:00 Civil Process 2016021219 Officer 04/13/16 12:24 Civil Process 2016021458 Officer 04/13/16 12:55 Civil Process 2016021467 Officer 04/13/16 12:59 Civil Process 2016021468 Officer 04/14/16 08:52 Civil Process 2016021691 Officer 04/14/16 15:16 Civil Process 2016021773 Officer 04/14/16 16:00 Civil Process 2016021789 Officer 04/15/16 12:21 Civil Process 2016022017 Officer 04/19/16 09:14 Civil Process 2016023049 Officer 04/19/16 11:22 Civil Process 2016023075 Officer 04/19/16 15:47 Civil Process 2016023130 Officer 04/20/16 09:47 Civil Process 2016023314 Officer 04/20/16 16:59 Civil Process 2016023409 Officer 04/21/16 14:51 Civil Process 2016023645 Officer 04/21/16 15:12 Civil Process 2016023648 Officer 04/21/16 15:26 Civil Process 2016023653 Officer 04/21/16 17:27 Civil Process 2016023695 Officer 04/21/16 18:50 Civil Process 2016023720 Officer 04/21/16 20:45 Civil Process 2016023742 Other 04/25/16 10:40 Civil Process 2016024647 Officer 04/25/16 16:27 Civil Process 2016024716 Officer 04/26/16 08:35 Civil Process 2016024872 Officer 04/26/16 08:48 Civil Process 2016024877 Officer 04/26/16 09:28 Civil Process 2016024881 Officer 04/26/16 09:33 Civil Process 2016024884 Officer 04/26/16 13:37 Civil Process 2016024931 Officer 04/26/16 14:20 Civil Process 2016024945 Officer 04/27/16 09:33 Civil Process 2016025153 Officer 04/27/16 13:23 Civil Process 2016025188 Officer 04/27/16 13:34 Civil Process 2016025192 Officer 04/27/16 13:43 Civil Process 2016025195 Officer 04/27/16 13:52 Civil Process 2016025196 Officer 04/27/16 17:06 Civil Process 2016025258 Officer 04/27/16 17:12 Civil Process 2016025259 Officer 04/27/16 17:20 Civil Process 2016025263 Officer ZU`RCHER Page 6 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/28/16 10:07 Civil Process 2016025408 Officer 04/28/16 10:26 Civil Process 2016025413 Officer 04/28/16 16:55 Civil Process 2016025497 Officer 04/29/16 07:55 Civil Process 2016025621 Officer Commercial Fire Alarm Total: 7 04/02/16 16:08 Commercial Fire Alarm 2016018730 Commercial Fire Alarm WCSOP16008402 Phone 04/13/16 23:40 Commercial Fire Alarm 2016021641 Commercial General Alarm WCSOP16008352 Phone 04/19/16 09:28 Commercial Fire Alarm 2016023050 Commercial Fire Alarm WCSOP16010138 Phone 04/22/16 08:20 Commercial Fire Alarm 2016023842 Commercial Fire Alarm WCSOP16010408 Phone 04/24/16 15:01 Commercial Fire Alarm 2016024472 Commercial Fire Alarm WCSOP16010638 Phone 04/26/16 14:04 Commercial Fire Alarm 2016024939 Commercial Fire Alarm WCSOP16010815 Phone 04/26/16 19:13 Commercial Fire Alarm 2016025041 Commercial Fire Alarm WCSOP16010848 Phone Commercial General Alarm Total: 19 04/02/16 03:39 Commercial General 2016018638 Commercial General Alarm WCSOP16008348 Phone 04/02/16 04:03 Commercial General 2016018642 Commercial General Alarm WCSOP16008352 Phone 04/02/16 04:12 Commercial General 2016018644 Commercial General Alarm WCSOP16008354 Phone 04/02/16 05:22 Commercial General 2016018652 Commercial General Alarm WCSOP16008359 Phone 04/02/16 12:37 Commercial General 2016018693 Commercial General Alarm WCSOP16008379 Phone 04/06/16 00:49 Commercial General 2016019574 Commercial General Alarm WCSOP16008753 Phone 04/08/16 07:02 Commercial General 2016020083 Criminal Damage to 2016021701 Phone 04/12/16 07:02 Commercial General 2016021119 2016022560 DUI WCSOP16009947 Phone 04/13/16 06:10 Commercial General 2016021379 Criminal Damage to Property WCSOP16010137 Phone Phone 04/18/16 19:57 Commercial General 2016022952 Commercial General Alarm WCSOP16010113 Phone 04/25/16 09:04 Commercial General 2016024630 Commercial General Alarm WCSOP16010696 Phone 04/26/16 00:15 Commercial General 2016024828 Commercial General Alarm WCSOP16010771 Phone 04/26/16 14:38 Commercial General 2016024953 Commercial General Alarm WCSOP16010817 Phone 04/27/16 12:09 Commercial General 2016025166 Commercial General Alarm WCSOP16010892 Phone 04/28/16 04:23 Commercial General 2016025372 Commercial General Alarm WCSOP16010956 Phone 04/28/16 07:21 Commercial General 2016025384 Commercial General Alarm WCSOP16010961 Phone 04/28/16 07:44 Commercial General 2016025389 Commercial General Alarm WCSOP16010963 Phone 04/29/16 09:17 Commercial General 2016025640 Commercial General Alarm WCSOP16011065 Phone 04/30/16 00:09 Commercial General 2016025857 Commercial General Alarm WCSOP16011168 Phone Court Order Violation Total: 3 04/01/16 11:57 Court Order Violation 2016018468 Court Order Violation WCSOSR016008272 Phone 04/08/16 14:34 Court Order Violation 2016020173 Court Order Violation WCSOP16008997 911 04/10/16 21:41 Court Order Violation 2016020802 Court Order Violation WCSOP16009259 Phone Criminal Damage to Property Total: 9 04/02/16 23:27 Criminal Damage to 2016018821 Suspicious - Circumstances WCSOP16008440 911 04/04/16 04:30 Criminal Damage to 2016019031 Criminal Damage to Property WCSOP16008539 Officer 04/09/16 10:16 Criminal Damage to 2016020386 Suspicious - Circumstances WCSOP16009076 Phone 04/13/16 18:58 Criminal Damage to 2016021573 Criminal Damage to Property WCSOP16009539 911 04/14/16 09:38 Criminal Damage to 2016021701 Criminal Damage to Property WCSOP16009584 Phone 04/17/16 10:13 Criminal Damage to 2016022560 DUI WCSOP16009947 Phone 04/19/16 09:05 Criminal Damage to 2016023047 Criminal Damage to Property WCSOP16010137 Phone ZUERCHER Page 7 of 29 Incident Start Date /Time Initial Call 04/20/16 16:49 Criminal Damage to 04/21/16 18:08 Criminal Damage to Disabled Vehicle Total: 1 04/03/16 04:41 Disabled Vehicle Disorderly Total: 2 04/29/16 01:13 Disorderly 04/30/16 20:07 Disorderly Domestic Disturbance Total: 24 04/02/16 14:14 04/03/16 21:16 04/05/16 20:30 04/05/16 20:41 04/06/16 12:15 04/07/16 18:40 04/08/16 05:45 04/12/16 05:50 04/12/16 18:18 04/12/16 21:25 04/15/16 14:36 04/17/16 21:15 04/18/16 10:02 04/18/16 21:26 04/20/16 20:23 04/21/16 23:45 04/22/16 08:43 04/22/16 20:19 04/22/16 20:21 04/22/16 21:40 04/25/16 11:23 04/26/16 11:33 04/26/16 19:18 04/30/16 22:58 Drugs Total: 7 04/11/16 20:14 04/13/16 18:49 04/14/16 11:17 04/26/16 08:24 04/26/16 11:24 04/28/16 19:14 04/30/16 15:51 Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance CFS # Final Incident Case Number How Reported 2016023404 Criminal Damage to Property WCSOP16010263 911 2016023709 Criminal Damage to Property WCSOP16010374 Phone 2016018855 Disabled Vehicle WCSOP16008450 WCSOP16009591 2016025588 Disorderly WCSOP16011039 Phone 2016026042 Domestic Disturbance WCSOP16011252 Phone 2016018705 Domestic Disturbance WCSOP16008389 Phone 2016018986 Domestic Disturbance WCSOP16008521 911 2016019508 Domestic Disturbance WCSOP16008736 911 2016019511 Domestic Disturbance WCSOP16008738 Phone 2016019668 Domestic Disturbance WCSOP16008790 Phone 2016019982 Domestic Disturbance WCSOP16008913 Phone 2016020077 Domestic Disturbance WCSOP16008936 Phone 2016021112 Domestic Disturbance WCSOP16009362 Phone 2016021277 Domestic Disturbance WCSOP16009434 911 2016021317 Domestic Disturbance WCSOP16009449 911 2016022044 Medical - Psychiatric - WCSOP16009711 Phone 2016022725 Domestic Disturbance WCSOP16010020 Phone 2016022821 Domestic Disturbance WCSOP16010051 Phone 2016022970 Domestic Disturbance WCSOP16010118 911 2016023465 Domestic Disturbance WCSOP16010287 Phone 2016023783 Domestic Disturbance WCSOP16010390 Phone 2016023846 Domestic Disturbance WCSOP16010409 Phone 2016024036 Disorderly WCSOP16010483 Phone 2016024038 Domestic Disturbance WCSOP16010484 911 2016024062 Stolen - Property WCSOP16010493 911 2016024656 Domestic Disturbance WCSOP16010706 Phone 2016024911 Domestic Disturbance WCSOP16010804 Phone 2016025042 Domestic Disturbance WCSOP16010850 Phone 2016026086 Domestic Disturbance WCSOP16011274 911 Drugs 2016021028 Drugs WCSOP16009335 Phone Drugs 2016021569 Drugs WCSOP16009540 Other Drugs 2016021721 Drugs WCSOP16009591 Phone Drugs 2016024869 Drugs WCSOSRO16010783 Drugs 2016024909 Drugs WCSOSRO16010800 Phone Drugs 2016025521 Drugs WCSOP16011017 Phone Drugs 2016025974 Drugs WCSOP16011225 Phone Dumping Total: 1 04/29/1610:38 Dumping 2016025656 Dumping WCSOP16011075 Phone ZUERCHER Page 8 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Extra Patrol Total: 1 04/22/16 07:23 Extra Patrol 2016023827 Extra Patrol Fire - Burn Permit Total: 1 WCSOP16010115 Phone 04/23/16 19:27 Fire - Burn Permit 2016024290 WCSOP16010690 Fire - Gas Leak Total: 3 WCSOP16011018 911 04/20/16 16:54 Fire - Gas Leak 2016023408 Fire - Gas Leak 04/28/16 16:02 Fire - Gas Leak 2016025474 Fire - Gas Leak 04/28/16 18:37 Fire - Gas Leak 2016025515 Fire - Gas Leak Fire - Grass Total: 2 2016019457 Fraud - Checks 04/17/16 11:57 Fire - Grass 2016022596 Fire - Grass 04/17/16 16:56 Fire - Grass 2016022666 Fire - Grass Fire - Other Total: 6 04/13/16 17:11 Fire - Other 2016021544 Fire - Other 04/17/16 14:22 Fire - Other 2016022623 Fire - Other 04/18/16 20:26 Fire - Other 2016022956 Fire - Other 04/23/16 21:24 Fire - Other 2016024325 Fire - Other 04/25/16 07:38 Fire - Other 2016024616 Fire - Other 04/28/16 20:05 Fire - Other 2016025527 Fire - Smoke - Odor Fire - Smoke - Odor Total: 1 04/06/16 03:21 Fire - Smoke - Odor 2016019589 Fire - Smoke - Odor Fire - Structure Total: 1 04/20/16 23:37 Fire - Structure 2016023519 Fire - Structure Fireworks Total: 2 04/23/16 21:48 Fireworks 2016024337 Fireworks 04/24/16 00:15 Fireworks 2016024380 Fireworks Found Body Total: 2 Case Number How Reported WCSOP16010401 Phone Phone WCSOP16010264 Phone WCSOP16010993 Phone WCSOP16011015 911 WCSOP16009961 911 WCSOP16009998 Phone WCSOP16009526 911 WCSOP16009978 Phone WCSOP16010115 Phone WCSOP16010581 Phone WCSOP16010690 911 WCSOP16011018 911 WCSOP16008758 Phone WCSOP16010302 911 WCSOP16010584 Phone WCSOP16010595 911 04/17/16 21:30 Found Body 2016022729 Suicidal - Attempt - Threat WCSOP16010022 911 04/22/16 03:13 Found Body 2016023816 Phone Fraud - Checks Total: 2 04/20/16 15:00 Fraud - Checks 2016023382 Fraud - Checks 04/21/16 10:35 Fraud - Checks 2016023602 Fraud - Checks Fraud - Checks - Cards Total: 3 04/04/16 13:26 Fraud - Checks - Cards 2016019103 Fraud - Checks - Cards 04/13/16 19:52 Fraud - Checks - Cards 2016021590 Fraud - Checks - Cards 04/22/16 15:48 Fraud - Checks - Cards 2016023958 Civil Complaint Fraud - Forgery Total: 3 04/05/16 17:34 Fraud - Forgery 2016019457 Fraud - Checks 04/21/16 16:25 Fraud - Forgery 2016023673 04/29/16 13:55 Fraud - Forgery 2016025701 Fraud - Forgery WCSOP16010250 Phone WCSOP16010330 Phone WCSOP16008581 Phone WCSOP16009549 Phone WCSOP16010456 Phone WCSOP16008715 Phone WCSOP16011104 Phone ZUERCHER Page 9 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported Fraud - Internet Total: 6 04/02/16 14:46 Fraud - Internet 2016018715 Fraud - Internet WCSOP16008395 Phone 04/08/16 11:46 Fraud - Internet 2016020148 Fraud - Internet WCSOP16008981 Phone 04/08/16 16:07 Fraud - Internet 2016020193 Fraud - Internet WCSOP16009009 Phone 04/12/16 11:34 Fraud - Internet 2016021168 Fraud - Internet WCSOP16009390 Phone 04/12/16 12:22 Fraud - Internet 2016021178 Fraud - Internet WCSOP16009398 Phone 04/20/16 09:56 Fraud - Internet 2016023316 Fraud - Internet WCSOP16010225 Phone Funeral Escort Total: 2 2016023516 Harassment WCSOP16010300 Phone 04/04/16 10:06 Funeral Escort 2016019073 2016023654 Harassment Phone 04/22/16 10:11 Funeral Escort 2016023865 Harassment 2016024288 Phone Harassment Total: 12 04/03/1612:09 Info Harassment 2016018887 Harassment WCSOP16008464 Phone 04/06/16 08:35 04/05/16 03:42 Harassment 2016019625 Harassment WCSOP16008774 Phone 04/09/1613:06 Phone Harassment 2016020411 Harassment WCSOP16009092 Phone 04/13/1615:57 2016024491 Harassment 2016021526 Harassment WCSOP16009522 Phone 04/17/1610:15 Harassment 2016022561 Harassment WCSOP16010003 Phone 04/20/16 23:23 Harassment 2016023516 Harassment WCSOP16010300 Phone 04/21/1615:29 Harassment 2016023654 Harassment WCSOP16010355 Phone 04/23/1619:23 Harassment 2016024288 Harassment WCSOP16010567 Phone 04/27/1616:52 Harassment 2016025250 Harassment WCSOP16010925 Phone 04/30/16 06:45 Harassment 2016025892 Harassment WCSOP16011188 Phone 04/30/16 08:31 Harassment 2016025907 Suspicious - Person - Vehicle WCSOP16011195 Phone 04/30/16 22:01 Harassment 2016026066 Harassment WCSOP16011265 Phone Hospice Death Total: 2 04/11/16 02:40 Hospice Death 2016020854 Phone 04/27/16 15:33 Hospice Death 2016025222 Phone Info Total: 6 04/01/16 12:45 Info 2016018477 Phone 04/04/16 02:05 Info 2016019027 Intoxicated Person 04/05/16 03:42 Info 2016019301 Phone 04/19/16 09:47 Info 2016023054 Phone 04/20/16 15:59 Info 2016023397 Phone 04/24/1616:30 Info 2016024491 Phone Intoxicated Person Total: 4 04/09/16 19:10 Intoxicated Person 2016020507 Intoxicated Person WCSOP16009138 911 04/20/16 15:43 Intoxicated Person 2016023393 Traffic - Complaint WCSOP16010256 911 04/21/16 02:06 Intoxicated Person 2016023538 Intoxicated Person WCSOP16010304 911 04/25/16 07:17 Intoxicated Person 2016024611 Intoxicated Person WCSOP16010687 911 Juvenile - Complaint Total: 12 04/01/16 23:00 Juvenile - Complaint 2016018599 Juvenile - Complaint WCSOP16008334 911 04/08/16 13:08 Juvenile - Complaint 2016020157 Juvenile - Complaint WCSOSRO16008988 04/12/16 06:37 Juvenile - Complaint 2016021118 Juvenile - Complaint WCSOP16009364 Phone 04/13/16 12:05 Juvenile - Complaint 2016021453 Juvenile - Complaint WCSOP16009495 911 ZUERCHER Page 10 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number 04/18/16 07:42 Juvenile - Complaint 2016022793 Juvenile - Complaint WCSOSR016010041 04/24/16 04:03 Juvenile - Complaint 2016024408 Juvenile - Complaint WCSOP16010605 04/25/16 08:20 Juvenile - Complaint 2016024623 Juvenile - Complaint WCSOSR016010692 04/25/16 17:29 Juvenile - Complaint 2016024731 Juvenile - Complaint WCSOP16010742 04/28/16 15:29 Juvenile - Complaint 2016025465 Juvenile - Complaint WCSOP16010990 04/29/16 10:10 Juvenile - Complaint 2016025650 Juvenile - Complaint WCSOSR016011070 04/29/16 23:55 Juvenile - Complaint 2016025853 Juvenile - Complaint WCSOP16011164 04/30/16 20:48 Juvenile - Complaint 2016026053 Juvenile - Complaint WCSOP16011259 Juvenile - Party Total: 1 04/17/16 00:17 Juvenile - Party Juvenile - Runaway Total: 3 04/02/16 23:34 Juvenile - Runaway 04/20/16 17:17 Juvenile - Runaway 04/21/16 21:01 Juvenile - Runaway Lock Out - Lock In Total: 1 04/18/16 17:56 Lock Out - Lock In Lost - Found Property Total: 4 2016022509 Juvenile - Party 2016018828 Juvenile - Runaway 2016023417 Juvenile - Runaway 2016023745 2016022922 Lock Out - Lock In How Reported Phone 911 Phone Officer Phone WCSOP16009926 911 WCSOP16008443 Phone WCSOP16010269 Phone 911 WCSOP16010096 Phone 04/13/16 13:46 Lost - Found Property 2016021479 Lost - Found Property WCSOP16009504 04/17/16 16:31 Lost - Found Property 2016022657 Lost - Found Property WCSOP16009993 04/26/16 10:15 Lost - Found Property 2016024893 Lost - Found Property WCSOP16010794 04/30/16 18:03 Lost - Found Property 2016026006 Lost - Found Property WCSOP16011236 Marine Incident - Boat and Water Total: 1 2016024173 Medical - Breathing Problems WCSOP16010526 04/19/16 14:01 Marine Incident - Boat 2016023109 Marine Incident - Boat and WCSOP16010163 Phone Medical - Back Pain Total: 1 04/16/16 15:55 Medical - Back Pain 2016022359 Medical - Back Pain WCSOP16009856 Phone Medical - Breathing Problems Total: 5 04/04/16 08:58 Medical - Breathing 2016019061 Medical - Breathing Problems WCSOP16008556 911 04/06/16 23:32 Medical - Breathing 2016019810 Medical - Breathing Problems WCSOP16008852 911 04/10/16 01:28 Medical - Breathing 2016020591 Medical - Breathing Problems WCSOP16009172 911 04/14/16 15:33 Medical - Breathing 2016021782 Medical - Breathing Problems WCSOP16009626 911 04/23/16 10:49 Medical - Breathing 2016024173 Medical - Breathing Problems WCSOP16010526 911 Medical - Chest Pain Total: 2 04/08/16 19:42 Medical - Chest Pain 2016020241 Medical - Chest Pain WCSOP16009033 911 04/12/16 08:54 Medical - Chest Pain 2016021138 Medical - Chest Pain WCSOP16009372 911 Medical - Childbirth - Obstetrics Total: 1 04/21/16 22:34 Medical - Childbirth - 2016023765 Medical - Childbirth - ObstetricYVCSOP16010386 911 Medical - Diabetic Total: 3 04/03/16 13:29 Medical - Diabetic 2016018904 Medical - Diabetic WCSOP16008479 Phone 04/11/16 22:36 Medical - Diabetic 2016021065 Medical - Diabetic WCSOP16009353 911 04/29/16 16:02 Medical - Diabetic 2016025737 Medical - Diabetic WCSOP16011115 Phone ZUERCHER Page 11 of 29 Incident Start Date /Time Initial Call CFS # Medical - Fall Under 6 Feet Total: 6 04/01/16 21:02 Medical - Fall Under 6 2016018568 04/03/16 08:40 Medical - Fall Under 6 2016018869 04/10/16 18:51 Medical - Fall Under 6 2016020752 04/13/16 05:57 Medical - Fall Under 6 2016021376 04/17/16 13:44 Medical - Fall Under 6 2016022615 04/24/16 14:14 Medical - Fall Under 6 2016024465 Final Incident Medical - Sick Case Number How Reported Medical - Fall Under 6 Feet WCSOP16008320 Phone Medical - Fall Under 6 Feet WCSOP16008455 Phone Medical - Fall Under 6 Feet WCSOP16009240 911 Medical - Fall Under 6 Feet WCSOP16009463 911 Medical - Fall Under 6 Feet WCSOP16009974 Other Medical - Fall Under 6 Feet WCSOP16010634 911 Medical - Headache Total: 1 04/18/16 18:23 Medical - Headache 2016022932 Medical - Headache WCSOP16010103 911 Medical - Heart Problems Total: 3 Medical - Sick 2016018473 Medical - Sick 04/05/16 18:22 Medical - Heart 2016019471 Medical - Heart Problems WCSOP16008718 911 04/09/16 08:54 Medical - Heart 2016020368 Medical - Heart Problems WCSOP16009068 911 04/15/16 18:23 Medical - Heart 2016022107 Medical - Heart Problems WCSOP16009743 Phone Medical - Overdose - Poisoning Total: 2 911 04/08/16 20:02 Medical - Sick 04/12/16 11:44 Medical - Overdose - 2016021173 Suicidal - Attempt - Threat WCSOP16009393 911 04/24/16 10:29 Medical - Overdose - 2016024434 Medical - Overdose - Poisonindf/CSOP16010617 2016022016 911 Medical - Psychiatric - Behavioral Total: 5 911 04/16/16 18:41 Medical - Sick 04/06/16 21:30 Medical - Psychiatric - 2016019785 Medical - Psychiatric - WCSOP16008845 Phone 04/08/16 17:52 Medical - Psychiatric - 2016020209 Medical - Psychiatric - WCSOP16009019 911 04/14/16 10:16 Medical - Psychiatric - 2016021706 Medical - Psychiatric - WCSOP16009586 911 04/24/16 23:03 Medical - Psychiatric - 2016024575 Medical - Psychiatric - WCSOP16010677 911 04/27/16 08:45 Medical - Psychiatric - 2016025145 Medical - Psychiatric - WCSOP16010882 911 Medical - Seizure Total: 1 04/23/16 16:39 Medical - Seizure Medical - Sick Total: 10 2016024235 Medical - Seizure WCSOP16010554 911 04/01/16 12:27 Medical - Sick 2016018473 Medical - Sick WCSOP16008274 911 04/04/16 11:37 Medical - Sick 2016019088 911 04/08/16 18:26 Medical - Sick 2016020219 Medical - Sick WCSOP16009024 911 04/08/16 20:02 Medical - Sick 2016020247 Medical - Sick WCSOP16009036 911 04/15/16 12:10 Medical - Sick 2016022016 Medical - Sick WCSOP16009699 911 04/16/16 18:41 Medical - Sick 2016022401 Medical - Sick WCSOP16009879 911 04/16/16 19:49 Medical - Sick 2016022415 Medical - Sick WCSOP16009886 911 04/20/16 10:59 Medical - Sick 2016023326 Medical - Sick WCSOP16010228 911 04/24/16 14:53 Medical - Sick 2016024471 Medical - Sick WCSOP16010637 911 04/29/16 16:23 Medical - Sick 2016025741 Medical - Sick WCSOP16011118 911 Medical - Stroke Total: 1 04/19/16 11:08 Medical - Stroke 2016023072 Medical - Stroke WCSOP16010148 911 Medical - Unconscious - Fainting Total: 5 04/03/16 10:55 Medical - Unconscious - 2016018880 Medical - Unconscious - WCSOP16008461 Phone 04/10/16 07:49 Medical - Unconscious - 2016020625 Medical - Unconscious - WCSOP16009184 911 04/11/16 20:45 Medical - Unconscious - 2016021038 Medical - Unconscious - WCSOP16009339 911 ZUERCHER Page 12 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/13/16 09:53 Medical - Unconscious - 2016021424 Medical - Unconscious - WCSOP16009484 911 04/26/16 09:37 Medical - Unconscious - 2016024885 Medical - Unconscious - WCSOP16010791 Phone Medical - Unknown Total: 6 04/06/16 17:10 Medical - Unknown 2016019739 Medical - Unknown WCSOP16008829 Phone 04/07/16 08:42 Medical - Unknown 2016019860 Medical - Unknown WCSOP16008863 911 04/09/16 20:42 Medical - Unknown 2016020521 Medical - Psychiatric - WCSOP16009145 911 04/10/16 21:23 Medical - Unknown 2016020796 Medical - Unknown WCSOP16009253 Phone 04/22/16 21:16 Medical - Unknown 2016024055 Medical - Diabetic WCSOP16010489 911 04/29/16 17:28 Medical - Unknown 2016025766 Medical - Unknown WCSOP16011132 911 Missing Person Total: 6 04/06/16 00:41 Missing Person 2016019571 Check Welfare WCSOP16008754 Phone 04/12/16 17:22 Missing Person 2016021254 Missing Person WCSOP16009431 911 04/13/16 17:07 Missing Person 2016021543 Missing Person WCSOP16009524 911 04/15/16 18:07 Missing Person 2016022106 Missing Person WCSOP16009742 Phone 04/26/16 15:37 Missing Person 2016024968 Walk Away WCSOP16010824 Phone 04/30/16 20:35 Missing Person 2016026049 Missing Person WCSOP16011256 911 Motorist Aid Total: 3 MVA - No Injuries 2016019700 MVA - No Injuries WCSOP16008806 911 04/03/16 23:00 Motorist Aid 2016019008 2016019717 MVA - No Injuries Phone 04/07/16 18:13 Motorist Aid 2016019973 2016019721 MVA - No Injuries Officer 04/13/16 18:51 Motorist Aid 2016021571 Motorist Aid WCSOP16009542 Phone MVA - Car Deer Total: 2 04/15/16 02:31 MVA - Car Deer 2016021940 MVA - Car Deer WCSOP16009676 Phone 04/17/16 15:37 MVA - Car Deer 2016022636 MVA - Car Deer WCSOP16009987 Phone MVA - Hit & Run Total: 2 04/01/16 19:51 MVA - Hit & Run 2016018552 MVA - Hit & Run WCSOP16008312 04/18/16 21:57 MVA - Hit & Run 2016022981 MVA - Hit & Run WCSOP16010121 Phone MVA - Injuries Total: 4 04/05/16 14:57 MVA - Injuries 2016019412 MVA - Injuries WCSOP16008704 04/08/16 08:10 MVA - Injuries 2016020098 MVA - Injuries WCSOP16008944 911 04/08/16 09:47 MVA - Injuries 2016020131 MVA - Injuries WCSOP16008968 04/26/16 08:16 MVA - Injuries 2016024865 MVA - Injuries WCSOP16010782 MVA - No Injuries Total: 26 04/02/16 15:23 MVA - No Injuries 2016018717 MVA - No Injuries WCSOP16008397 04/03/16 10:56 MVA - No Injuries 2016018881 MVA - No Injuries WCSOP16008462 04/03/16 16:52 MVA - No Injuries 2016018938 MVA - No Injuries WCSOP16008497 04/04/16 07:58 MVA - No Injuries 2016019055 MVA - No Injuries WCSOP16008552 04/06/16 01:03 MVA - No Injuries 2016019575 MVA - No Injuries WCSOP16008755 04/06/16 12:30 MVA - No Injuries 2016019673 MVA - No Injuries WCSOP16008794 04/06/16 14:51 MVA - No Injuries 2016019700 MVA - No Injuries WCSOP16008806 911 04/06/16 16:02 MVA - No Injuries 2016019717 MVA - No Injuries WCSOP16008814 04/06/16 16:15 MVA - No Injuries 2016019721 MVA - No Injuries WCSOP16008817 911 04/07/16 17:40 MVA - No Injuries 2016019963 MVA - Hit & Run WCSOP16008906 ZUERCHER Page 13 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/08/16 09:24 MVA - No Injuries 2016020122 MVA - No Injuries WCSOSR016008960 Ordinance Violation 04/08/16 09:25 MVA - No Injuries 2016020123 MVA - No Injuries WCSOP16008967 2016023630 04/08/16 11:47 MVA - No Injuries; 911 2016020150 MVA - No Injuries WCSOP16008983 911 04/12/16 10:30 MVA - No Injuries 2016021154 MVA - No Injuries WCSOP16009381 04/06/16 08:14 04/12/16 11:53 MVA - No Injuries 2016021175 MVA - No Injuries WCSOP16009395 04/16/16 11:56 MVA - No Injuries 2016022293 MVA - No Injuries WCSOP16009825 04/16/16 12:09 MVA - No Injuries 2016022296 MVA - No Injuries WCSOP16009826 04/16/16 15:53 MVA - No Injuries 2016022358 MVA - No Injuries WCSOP16009855 911 04/16/16 18:17 MVA - No Injuries 2016022393 MVA - Hit & Run WCSOP16009877 04/22/16 16:19 MVA - No Injuries 2016023965 MVA - No Injuries WCSOP16010460 04/22/16 18:55 MVA - No Injuries 2016024015 MVA - No Injuries WCSOP16010474 Officer 04/23/16 11:48 MVA - No Injuries 2016024182 MVA - No Injuries WCSOP16010531 04/23/16 18:14 MVA - No Injuries 2016024266 MVA - No Injuries WCSOP16010561 04/24/16 19:21 MVA - No Injuries 2016024531 MVA - No Injuries WCSOP16010663 04/26/16 14:28 MVA - No Injuries 2016024949 Agency Assist WCSOP16010816 04/27/16 16:33 MVA - No Injuries 2016025244 Neighborhood Dispute Total: 2 04/25/16 19:11 Neighborhood Dispute 2016024758 Neighborhood Dispute WCSOP16010751 04/29/16 13:22 Neighborhood Dispute 2016025694 Animal WCSOP16011098 911 Noise Total: 11 04/04/1618:19 Noise 2016019177 Noise WCSOP16008609 04/04/1619:25 Noise 2016019196 Noise WCSOP16008616 04/05/16 22:15 Noise 2016019541 Noise WCSOP16008746 04/06/1618:26 Noise 2016019752 Noise WCSOP16008837 04/10/16 01:31 Noise 2016020592 Noise WCSOP16009174 04/16/1611:14 Noise 2016022286 Noise WCSOP16009819 04/16/1617:18 Noise 2016022380 Noise WCSOP16009871 04/21/1614:15 Noise 2016023633 Noise WCSOP16010347 911 04/24/16 00:23 Noise 2016024383 Noise WCSOP16010596 04/30/16 21:56 Noise 2016026062 Noise WCSOP16011262 04/30/16 22:21 Noise 2016026074 Noise WCSOP16011268 Off -Road Vehicle Complaint Total: 1 04/25/16 20:27 Off -Road Vehicle 2016024774 Off -Road Vehicle Complaint WCSOP16010757 Phone Open Door -Window Total: 1 04/13/16 06:05 Open Door - Window 2016021378 Open Door - Window WCSOP16009464 Ordinance Violation Total: 4 04/13/16 08:22 Ordinance Violation 2016021399 Ordinance Violation WCSOP16009473 04/13/16 08:27 Ordinance Violation 2016021404 Ordinance Violation WCSOP16009475 04/16/16 17:08 Ordinance Violation 2016022377 Ordinance Violation WCSOP16009866 04/21/16 14:05 Ordinance Violation 2016023630 Ordinance Violation WCSOP16010344 Parking Total: 12 04/04/1619:05 Parking 2016019191 Parking WCSOP16008615 911 04/06/16 08:14 Parking 2016019617 Suspicious - Person - Vehicle WCSOP16008773 ZUERCHER Page 14 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/09/1610:15 Parking 2016020385 Parking WCSOP16009075 04/11/1614:09 Parking 2016020940 Parking WCSOP16009301 04/12/16 08:22 Parking 2016021128 Parking WCSOP16009368 04/18/16 07:23 Parking 2016022788 Parking WCSOP16010038 Phone 04/19/1614:32 Parking 2016023116 Parking WCSOP16010166 04/21/16 07:44 Parking 2016023573 Parking WCSOP16010313 04/26/1616:15 Parking 2016024981 Parking WCSOP16010828 04/27/16 06:38 Parking 2016025130 Parking WCSOP16010875 04/29/1615:05 Parking 2016025717 Parking WCSOP16011108 04/30/16 20:37 Parking 2016026051 Parking WCSOP16011258 Phone Call Total: 11 04/05/16 15:59 Phone Call 04/06/16 09:29 Phone Call 04/07/16 17:17 Phone Call 04/10/16 23:13 Phone Call 04/13/16 14:00 Phone Call 04/18/16 18:13 Phone Call 04/19/16 23:41 Phone Call 04/21/16 16:06 Phone Call 04/21/16 20:26 Phone Call 04/24/16 17:28 Phone Call 04/26/16 07:14 Phone Call Prowler Total: 2 04/01/16 05:12 Prowler 04/29/1616:01 Prowler Repossession Total: 5 04/05/16 00:12 Repossession 04/05/1617:10 Repossession 04/05/16 21:58 Repossession 04/12/16 22:18 Repossession 04/28/16 04:17 Repossession 2016019434 2016019637 2016019954 2016020818 2016021484 2016022927 2016023245 2016023667 2016023736 2016024507 2016024859 Juvenile - Complaint WCSOP16010104 Other Phone Other Other Other 911 Other Other Other Other Other 2016018419 Suspicious -Circumstances WCSOP16008247 911 2016025736 Unwanted Person WCSOP16011116 Phone 2016019256 2016019450 2016019537 2016021329 2016025371 Residential Fire Alarm Total: 1 04/29/16 11:51 Residential Fire Alarm 2016025675 Residential Fire Alarm WCSOP16011082 Phone Residential General Alarm Total: 7 04/02/16 13:57 Residential General 2016018700 04/09/16 10:29 Residential General 2016020389 04/09/16 18:29 Residential General 2016020499 04/13/16 20:46 Residential General 2016021601 04/17/16 22:45 Residential General 2016022746 04/25/16 09:25 Residential General 2016024634 04/29/16 15:23 Residential General 2016025724 Residential Medical Alarm Total: 2 04/04/16 07:33 Residential Medical 2016019053 Residential General Alarm WCSOP16008384 Phone Residential General Alarm WCSOP16009077 Phone Residential General Alarm WCSOP16009135 Phone Residential General Alarm WCSOP16009551 Phone Residential General Alarm WCSOP16010030 Phone Residential General Alarm WCSOP16010699 Phone Residential General Alarm WCSOP16011112 Phone Residential Medical Alarm WCSOP16008550 Phone ZUERCHER Page 15 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/18/16 14:30 Residential Medical 2016022868 Residential Medical Alarm WCSOP16010068 Phone SIA Area Watch Total: 66 04/04/16 23:35 SIA Area Watch 2016019246 04/04/16 23:37 SIA Area Watch 2016019247 04/05/16 00:06 SIA Area Watch 2016019255 04/05/16 00:48 SIA Area Watch 2016019265 04/05/16 01:24 SIA Area Watch 2016019273 04/05/16 01:56 SIA Area Watch 2016019285 04/05/16 01:56 SIA Area Watch 2016019287 04/05/16 01:57 SIA Area Watch 2016019288 04/05/16 02:33 SIA Area Watch 2016019293 04/06/16 00:18 SIA Area Watch 2016019566 04/06/16 22:14 SIA Area Watch 2016019793 04/07/16 00:08 SIA Area Watch 2016019816 04/07/16 15:29 SIA Area Watch 2016019925 04/07/16 17:32 SIA Area Watch 2016019961 04/08/16 01:33 SIA Area Watch 2016020054 04/08/16 02:27 SIA Area Watch 2016020065 04/09/16 00:05 SIA Area Watch 2016020300 04/09/16 02:06 SIA Area Watch 2016020331 04/09/16 04:20 SIA Area Watch 2016020337 04/09/16 15:55 SIA Area Watch 2016020458 04/10/16 01:07 SIA Area Watch 2016020587 04/10/16 23:55 SIA Area Watch 2016020823 04/12/16 01:11 SIA Area Watch 2016021091 04/13/16 00:06 SIA Area Watch 2016021343 04/13/16 18:39 SIA Area Watch 2016021568 04/14/16 01:26 SIA Area Watch 2016021649 04/14/16 16:54 SIA Area Watch 2016021802 04/15/16 00:24 SIA Area Watch 2016021917 04/15/16 04:10 SIA Area Watch 2016021944 04/15/16 17:39 SIA Area Watch 2016022100 04/17/16 01:23 SIA Area Watch 2016022521 04/17/16 17:45 SIA Area Watch 2016022680 04/17/16 18:59 SIA Area Watch 2016022695 04/18/16 02:14 SIA Area Watch 2016022773 04/18/16 15:49 SIA Area Watch 2016022888 04/18/16 16:01 SIA Area Watch 2016022894 04/18/16 18:54 SIA Area Watch 2016022942 04/19/16 00:01 SIA Area Watch 2016022998 04/19/16 00:23 SIA Area Watch 2016023001 04/19/16 01:55 SIA Area Watch 2016023013 04/19/16 19:23 SIA Area Watch 2016023190 04/20/16 01:10 SIA Area Watch 2016023265 04/20/16 01:58 SIA Area Watch 2016023273 04/20/16 02:28 SIA Area Watch 2016023275 ZUERCHER Page 16 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/21/16 00:29 SIA Area Watch 2016023526 04/21/16 02:15 SIA Area Watch 2016023539 04/21/16 23:19 SIA Area Watch 2016023778 04/21/16 23:24 SIA Area Watch 2016023780 04/22/16 00:38 SIA Area Watch 2016023794 04/22/16 04:39 SIA Area Watch 2016023820 04/22/16 19:12 SIA Area Watch 2016024020 04/23/16 18:54 SIA Area Watch 2016024282 04/24/1618:25 SIA Area Watch 2016024520 04/25/16 00:44 SIA Area Watch 2016024587 04/25/16 14:47 SIA Area Watch 2016024684 04/25/16 20:16 SIA Area Watch 2016024770 04/26/16 01:50 SIA Area Watch 2016024842 04/26/16 01:54 SIA Area Watch 2016024845 04/26/1619:04 SIA Area Watch 2016025036 04/26/16 23:31 SIA Area Watch 2016025099 04/27/16 15:58 SIA Area Watch 2016025230 04/27/16 18:58 SIA Area Watch 2016025282 04/27/16 23:11 SIA Area Watch 2016025335 04/29/16 00:38 SIA Area Watch 2016025579 04/29/16 00:45 SIA Area Watch 2016025582 04/30/16 23:47 SIA Area Watch 2016026098 SIA Business Walk Through Total: 8 04/06/16 14:19 SIA Business Walk 2016019693 Officer 04/09/16 23:17 SIA Business Walk 2016020571 04/12/16 02:21 SIA Business Walk 2016021096 04/17/16 08:28 SIA Business Walk 2016022546 04/19/16 02:07 SIA Business Walk 2016023014 Officer 04/22/16 02:32 SIA Business Walk 2016023812 04/26/16 10:08 SIA Business Walk 2016024891 04/28/16 02:43 SIA Business Walk 2016025369 SIA Door Check Total: 9 04/05/16 00:13 SIA Door Check 2016019257 04/05/16 02:38 SIA Door Check 2016019295 04/08/16 00:40 SIA Door Check 2016020048 04/15/16 00:46 SIA Door Check 2016021925 04/15/16 00:55 SIA Door Check 2016021928 04/17/16 02:12 SIA Door Check 2016022528 04/18/16 00:54 SIA Door Check 2016022764 04/18/16 01:53 SIA Door Check 2016022770 04/25/16 00:52 SIA Door Check 2016024588 SIA Foot Patrol Total: 4 04/05/16 02:09 SIA Foot Patrol 2016019292 04/05/16 23:26 SIA Foot Patrol 2016019558 04/18/16 00:23 SIA Foot Patrol 2016022763 ZUERCHER Page 17 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number 04/28/16 00:45 SIA Foot Patrol 2016025352 SIA House Check Total: 4 04/05/16 00:39 SIA House Check 2016019264 04/05/16 02:04 SIA House Check 2016019290 04/09/16 00:56 SIA House Check 2016020308 04/10/16 23:19 SIA House Check 2016020819 SIA Parks Total: 36 04/05/16 00:22 SIA Parks 2016019259 04/05/16 00:39 SIA Parks 2016019263 04/05/16 01:33 SIA Parks 2016019276 04/06/16 21:05 SIA Parks 2016019778 04/07/16 00:19 SIA Parks 2016019817 04/07/16 17:19 SIA Parks 2016019956 04/08/16 02:09 SIA Parks 2016020061 04/08/16 07:03 SIA Parks 2016020084 04/09/16 01:57 SIA Parks 2016020330 04/09/16 06:39 SIA Parks 2016020350 04/10/16 07:06 SIA Parks 2016020618 04/11/16 01:16 SIA Parks 2016020839 04/11/16 07:56 SIA Parks 2016020870 04/11/16 23:33 SIA Parks 2016021077 04/12/16 20:05 SIA Parks 2016021303 04/14/16 18:26 SIA Parks 2016021831 04/16/16 14:49 SIA Parks 2016022334 04/17/16 04:13 SIA Parks 2016022539 04/17/16 23:06 SIA Parks 2016022750 04/20/16 00:54 SIA Parks 2016023262 04/20/16 06:28 SIA Parks 2016023288 04/21/16 01:20 SIA Parks 2016023531 04/22/16 01:47 SIA Parks 2016023807 04/25/16 14:36 SIA Parks 2016024683 04/25/16 23:39 SIA Parks 2016024820 04/26/16 00:22 SIA Parks 2016024830 04/27/16 01:44 SIA Parks 2016025111 04/27/16 15:48 SIA Parks 2016025226 04/27/16 23:16 SIA Parks 2016025336 04/27/16 23:53 SIA Parks 2016025344 04/28/16 06:33 SIA Parks 2016025380 04/28/16 23:30 SIA Parks 2016025564 04/29/16 02:16 SIA Parks 2016025599 04/30/16 01:42 SIA Parks 2016025868 04/30/16 09:35 SIA Parks 2016025919 04/30/16 14:41 SIA Parks 2016025962 SIA School Check Total: 1 04/05/16 01:22 SIA School Check 2016019271 How Reported ZUERCHER Page 18 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported Sign - Light Repair Total: 3 Phone 04/28/1617:07 Soliciting 04/07/16 16:58 Sign - Light Repair 2016019951 Phone 04/13/16 11:05 Sign - Light Repair 2016021444 Phone 04/26/16 14:14 Sign - Light Repair 2016024942 Officer Soliciting Total: 5 04/04/1612:39 Soliciting 2016019096 Soliciting WCSOP16008577 Phone 04/28/1617:07 Soliciting 2016025500 Soliciting WCSOP16011007 Phone 04/30/1611:29 Soliciting 2016025932 Soliciting WCSOP16011207 Phone 04/30/1614:48 Soliciting 2016025963 Soliciting WCSOP16011221 Phone 04/30/1616:33 Soliciting 2016025984 Soliciting WCSOP16011229 Phone Stalking Total: 2 2016025765 Stoparm Violation WCSOP16011131 Other 04/01/1615:37 Stalking 2016018506 Harassment WCSOP16008294 Phone 04/28/1615:58 Stalking 2016025472 Stalking WCSOP16010994 Phone Stolen - Property Total: 1 Suspicious - 2016018928 Juvenile - Complaint WCSOP16008489 04/01/16 00:41 Stolen - Property 2016018398 Stolen - Property WCSOP16008238 Suspicious - Circumstances Stolen - Vehicle Total: 1 Phone 04/05/16 13:22 Suspicious - 2016019391 04/14/16 17:52 Stolen - Vehicle 2016021822 Lost - Found Property WCSOP16009641 Phone Stoparm Violation Total: 5 04/09/16 10:57 Stoparm Violation 2016020392 Stoparm Violation WCSOP16009082 Other 04/14/16 10:27 Stoparm Violation 2016021709 Stoparm Violation WCSOP16009588 Other 04/26/16 17:04 Stoparm Violation 2016025000 Stoparm Violation WCSOP16010837 Other 04/28/16 11:10 Stoparm Violation 2016025426 Traffic - Complaint WCSOP16010974 Other 04/29/16 17:27 Stoparm Violation 2016025765 Stoparm Violation WCSOP16011131 Other Suspicious - Circumstances Total: 29 04/03/16 07:37 Suspicious - 2016018862 Suspicious - Circumstances WCSOP16008453 Phone 04/03/16 16:01 Suspicious - 2016018928 Juvenile - Complaint WCSOP16008489 Phone 04/04/16 11:20 Suspicious - 2016019087 Suspicious - Circumstances WCSOP16008571 Phone 04/05/16 13:22 Suspicious - 2016019391 Drugs WCSOSRO16008689 Officer 04/05/16 23:00 Suspicious - 2016019552 Suspicious - Circumstances WCSOP16008749 Phone 04/06/16 11:24 Suspicious - 2016019660 Suspicious - Circumstances WCSOP16008787 Phone 04/06/16 18:17 Suspicious - 2016019749 Suspicious - Circumstances WCSOP16008835 Phone 04/06/16 21:09 Suspicious - 2016019780 Suspicious - Person - Vehicle WCSOP16008844 Phone 04/08/16 17:13 Suspicious - 2016020206 Suspicious - Circumstances WCSOP16009018 Phone 04/10/16 09:16 Suspicious - 2016020637 Suspicious - Circumstances WCSOP16009189 04/10/16 12:08 Suspicious - 2016020663 Suspicious - Circumstances WCSOP16009203 Phone 04/11/16 10:42 Suspicious - 2016020897 Suspicious - Circumstances WCSOP16009285 Phone 04/11/16 17:15 Suspicious - 2016020988 Suspicious - Circumstances WCSOP16009319 911 04/11/16 19:02 Suspicious - 2016021011 Suspicious - Circumstances WCSOP16009326 911 04/12/16 10:34 Suspicious - 2016021155 Suspicious - Circumstances WCSOP16009386 Phone 04/12/16 21:32 Suspicious - 2016021319 Suspicious - Circumstances WCSOP16009453 Phone 04/12/16 21:48 Suspicious - 2016021322 Suspicious - Circumstances WCSOP16009452 Phone 04/15/16 01:22 Suspicious - 2016021932 Suspicious - Circumstances WCSOP16009673 Phone ZUERCHER Page 19 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/18/16 12:04 Suspicious - 2016022838 Suspicious - Circumstances WCSOP16010059 Phone 04/18/16 16:29 Suspicious - 2016022902 Drugs WCSOP16010089 Phone 04/22/16 11:57 Suspicious - 2016023892 Stolen - Property WCSOP16010429 Phone 04/22/16 16:17 Suspicious - 2016023964 Info WCSOP16010459 911 04/23/16 09:00 Suspicious - 2016024158 Suspicious - Circumstances WCSOP16010518 Phone 04/24/16 04:21 Suspicious - 2016024410 Suspicious - Circumstances WCSOP16010607 Phone 04/26/16 08:57 Suspicious - 2016024878 Suspicious - Circumstances WCSOP16010788 Phone 04/26/16 14:39 Suspicious - 2016024956 Suspicious - Person - Vehicle WCSOP16010821 911 04/26/16 21:07 Suspicious - 2016025068 Suspicious - Person - Vehicle WCSOP16010858 Phone 04/29/16 12:10 Suspicious - 2016025677 Suspicious - Circumstances WCSOP16011083 Phone 04/30/16 13:48 Suspicious - 2016025956 Unwanted Person WCSOP16011216 Phone Suspicious - Person - Vehicle Total: 19 04/01/16 02:41 Suspicious - Person - 2016018409 Suspicious - Person - Vehicle WCSOP16008242 Phone 04/04/16 03:21 Suspicious - Person - 2016019030 Suspicious - Person - Vehicle WCSOP16008538 911 04/06/16 13:06 Suspicious - Person - 2016019680 Suspicious - Person - Vehicle WCSOP16008798 911 04/07/16 08:36 Suspicious - Person - 2016019858 Suspicious - Person - Vehicle WCSOP16008861 Phone 04/07/16 16:11 Suspicious - Person - 2016019938 Suspicious - Person - Vehicle WCSOP16008897 Officer 04/09/16 14:55 Suspicious - Person - 2016020436 Suspicious - Person - Vehicle WCSOP16009103 Phone 04/10/16 18:52 Suspicious - Person - 2016020753 Pursuit WCSOP16009241 Phone 04/11/16 16:57 Suspicious - Person - 2016020983 Suspicious - Person - Vehicle WCSOP16009315 Phone 04/13/16 15:36 Suspicious - Person - 2016021516 Parking WCSOP16009515 Phone 04/15/16 23:58 Suspicious - Person - 2016022195 Suspicious - Person - Vehicle WCSOP16009784 Phone 04/16/16 00:23 Suspicious - Person - 2016022205 Suspicious - Circumstances WCSOP16009788 Phone 04/17/16 22:14 Suspicious - Person - 2016022743 Suspicious - Person - Vehicle WCSOP16010027 Phone 04/20/16 14:15 Suspicious - Person - 2016023367 Suspicious - Person - Vehicle WCSOP16010245 Phone 04/20/16 20:23 Suspicious - Person - 2016023464 Suspicious - Person - Vehicle WCSOP16010285 Phone 04/20/16 20:49 Suspicious - Person - 2016023472 Suspicious - Person - Vehicle WCSOP16010289 Phone 04/21/16 06:57 Suspicious - Person - 2016023563 Suspicious - Person - Vehicle WCSOP16010311 Phone 04/23/16 21:17 Suspicious - Person - 2016024323 Drugs WCSOP16010579 Phone 04/23/16 22:39 Suspicious - Person - 2016024353 Suspicious - Person - Vehicle WCSOP16010589 Phone 04/26/16 22:40 Suspicious - Person - 2016025087 Suspicious - Person - Vehicle WCSOP16010865 911 Theft Total: 31 04/01/1615:01 Theft 2016018498 Theft WCSOP16008286 Phone 04/02/16 07:35 Theft 2016018658 Theft WCSOP16008362 Phone 04/04/16 06:19 Theft 2016019043 Theft WCSOP16008546 Phone 04/04/16 08:57 Theft 2016019060 Theft WCSOP16008555 Phone 04/04/16 09:21 Theft 2016019066 Theft WCSOP16008559 Phone 04/04/1610:25 Theft 2016019077 Theft WCSOP16008563 Phone 04/04/1612:21 Theft 2016019093 Theft WCSOP16008574 Phone 04/04/16 14:01 Theft 2016019112 Lost - Found Property WCSOP16008588 Phone 04/04/16 16:28 Theft 2016019147 Theft - From Vehicle WCSOP16008601 Phone 04/04/16 18:53 Theft 2016019185 Theft - From Vehicle WCSOP16008613 Phone 04/05/16 07:50 Theft 2016019326 Theft WCSOP16008654 Phone 04/05/1612:51 Theft 2016019387 Theft WCSOP16008685 Phone 04/06/1612:58 Theft 2016019679 Theft WCSOP16008797 Phone ZUERCHER Page 20 of 29 Incident Start Date /Time Initial Call CFS # Final Incident 04/09/16 09:57 Theft 2016020383 Theft - Shoplifting 04/10/1613:33 Theft 2016020679 Theft 04/10/1618:32 Theft 2016020746 Theft 04/12/1611:36 Theft 2016021169 Theft 04/13/1610:13 Theft 2016021433 Theft 04/13/16 15:23 Theft 2016021510 Theft - From Vehicle 04/14/1612:39 Theft 2016021737 Theft 04/15/16 07:46 Theft 2016021965 Theft 04/15/16 14:14 Theft 2016022043 Theft - From Vehicle 04/16/1617:43 Theft 2016022387 Drugs 04/17/1613:35 Theft 2016022614 Theft 04/18/1612:19 Theft 2016022844 Theft 04/21/1610:17 Theft 2016023596 Theft 04/21/16 11:51 Theft 2016023614 Fraud - Checks - Cards 04/22/1614:55 Theft 2016023934 Theft 04/22/16 21:58 Theft 2016024067 Theft 04/26/1619:42 Theft 2016025047 Theft 04/30/1612:54 Theft 2016025947 Theft Theft - From Vehicle Total: 2 04/02/16 09:06 Theft - From Vehicle 04/04/16 07:05 Theft - From Vehicle Theft - Gas Drive Off Total: 10 04/05/16 05:25 04/06/16 13:42 04/07/16 13:48 04/09/16 12:24 04/09/16 12:42 04/11/16 10:35 04/19/16 05:06 04/23/16 10:41 04/23/16 15:55 04/29/16 09:21 Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Case Number WCSOP16009072 WCSOP16009213 WCSOP16009235 WCSOP16009391 WCSOP16009487 WCSOP16009518 WCSOP16009599 WCSOSR016009682 WCSOP16009710 WCSOP16009873 WCSOP16009972 WCSOP16010063 WCSOP16010326 WCSOP16010335 WCSOP16010449 WCSOP16010496 WCSOP16010853 WCSOP16011210 How Reported Phone 911 Phone Phone Phone Phone Phone 911 Phone Officer Phone Phone Officer Phone Phone 911 Phone 2016018666 Theft - From Vehicle WCSOP16008368 Phone 2016019049 Theft - From Vehicle 04/19/16 20:14 WCSOP16008549 Phone 2016019307 Theft - Gas Drive Off WCSOP16008644 911 2016019685 Theft - Gas Drive Off WCSOP16008799 911 2016019899 Theft - Gas Drive Off WCSOP16008882 911 2016020402 Theft - Gas Drive Off WCSOP16009085 911 2016020405 Theft - Gas Drive Off WCSOP16009087 911 2016020895 Theft - Gas Drive Off WCSOP16009284 911 2016023021 Theft - Gas Drive Off WCSOP16010130 911 2016024170 Theft - Gas Drive Off WCSOP16010525 911 2016024222 Theft - Gas Drive Off WCSOP16010550 911 2016025641 Theft - Gas Drive Off WCSOP16011066 911 Theft - Identity Theft Total: 3 04/20/16 11:53 Theft - Identity Theft 2016023337 04/21/16 16:18 Theft - Identity Theft 2016023671 04/22/16 11:48 Theft - Identity Theft 2016023889 Theft - Shoplifting Total: 7 04/04/16 15:56 Theft - Shoplifting 04/13/16 15:45 Theft - Shoplifting 04/13/16 21:09 Theft - Shoplifting 04/19/16 19:21 Theft - Shoplifting 04/19/16 20:14 Theft - Shoplifting 04/27/16 16:35 Theft - Shoplifting 04/28/16 14:25 Theft - Shoplifting 2016019137 2016021519 2016021607 2016023189 2016023202 2016025245 2016025453 Theft - Identity Theft Theft - Identity Theft Theft - Identity Theft Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Civil Complaint Theft - Shoplifting Theft Unwanted Person WCSOP16010233 WCSOP16010362 WCSOP16010427 WCSOP16008599 WCSOP16009516 WCSOP16009554 WCSOP16010191 WCSOP16010197 WCSOP16010923 WCSOP16010981 Phone Phone Phone Phone Phone Phone Phone Phone 911 ZUERCHER Page 21 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported Threats Total: 3 04/08/16 03:18 Threats 2016020067 Unwanted Person WCSOP16008934 Phone 04/11/1616:58 Threats 2016020984 Threats WCSOP16009316 Phone 04/27/1612:25 Threats 2016025171 Threats WCSOSRO16010893 Phone Traffic - Complaint Total: 35 04/01/16 08:07 Traffic - Complaint 2016018435 Traffic - Complaint WCSOP16008252 Phone 04/01/16 10:05 Traffic - Complaint 2016018452 Traffic - Complaint WCSOP16008262 Phone 04/01/16 21:33 Traffic - Complaint 2016018575 Traffic - Complaint WCSOP16008324 Phone 04/02/16 02:13 Traffic - Complaint 2016018633 Harassment WCSOP16008346 911 04/02/16 23:11 Traffic - Complaint 2016018817 Traffic - Complaint WCSOP16008438 911 04/03/16 18:09 Traffic - Complaint 2016018952 Traffic - Complaint WCSOP16008503 911 04/05/16 08:37 Traffic - Complaint 2016019337 Traffic - Complaint WCSOP16008660 Phone 04/07/16 19:38 Traffic - Complaint 2016019992 Traffic - Complaint WCSOP16008915 Phone 04/11/16 11:25 Traffic - Complaint 2016020909 Traffic - Complaint WCSOP16009290 Phone 04/13/16 14:49 Traffic - Complaint 2016021497 Traffic - Complaint WCSOP16009509 Phone 04/13/16 18:52 Traffic - Complaint 2016021572 Traffic - Complaint WCSOP16009537 Phone 04/14/16 00:31 Traffic - Complaint 2016021644 Traffic - Complaint WCSOP16009568 Phone 04/15/16 07:37 Traffic - Complaint 2016021962 Traffic - Complaint WCSOP16009681 911 04/15/16 16:44 Traffic - Complaint 2016022086 Traffic - Complaint WCSOP16009728 Phone 04/15/16 20:11 Traffic - Complaint 2016022127 Traffic - Complaint WCSOP16009755 Phone 04/16/16 08:57 Traffic - Complaint 2016022253 Traffic - Complaint WCSOP16009804 Phone 04/16/16 16:14 Traffic - Complaint 2016022367 Traffic - Complaint WCSOP16009861 Phone 04/16/16 17:17 Traffic - Complaint 2016022379 Traffic - Complaint WCSOP16009869 Phone 04/16/16 17:46 Traffic - Complaint 2016022389 Traffic - Complaint WCSOP16009874 Phone 04/16/16 20:46 Traffic - Complaint 2016022436 Traffic - Complaint WCSOP16009893 911 04/16/16 21:52 Traffic - Complaint 2016022460 DUI WCSOP16009902 911 04/18/16 08:47 Traffic - Complaint 2016022804 Traffic - Complaint WCSOP16010045 Phone 04/20/16 08:45 Traffic - Complaint 2016023305 Harassment WCSOP16010221 Phone 04/22/16 11:56 Traffic - Complaint 2016023891 Traffic - Complaint WCSOP16010433 Phone 04/22/16 17:21 Traffic - Complaint 2016023985 Traffic - Complaint WCSOP16010463 Phone 04/23/16 22:51 Traffic - Complaint 2016024360 Traffic - Complaint WCSOP16010591 911 04/24/16 21:30 Traffic - Complaint 2016024559 Traffic - Complaint WCSOP16010673 911 04/25/16 17:20 Traffic - Complaint 2016024729 Traffic - Complaint WCSOP16010739 Phone 04/25/16 18:53 Traffic - Complaint 2016024753 Traffic - Complaint WCSOP16010750 911 04/25/16 20:17 Traffic - Complaint 2016024771 Traffic - Complaint WCSOP16011085 911 04/28/16 08:07 Traffic - Complaint 2016025392 Traffic - Complaint WCSOP16010965 Phone 04/29/16 21:18 Traffic - Complaint 2016025815 Traffic - Complaint WCSOP16011157 Phone 04/30/16 02:15 Traffic - Complaint 2016025874 Traffic - Complaint WCSOP16011177 Phone 04/30/16 03:09 Traffic - Complaint 2016025878 Traffic - Complaint WCSOP16011181 911 04/30/16 08:21 Traffic - Complaint 2016025906 Traffic - Complaint WCSOP16011194 Phone Traffic - Hazard Total: 5 04/01/16 09:32 Traffic - Hazard 2016018446 Agency Assist WCSOP16008258 911 04/12/16 05:43 Traffic - Hazard 2016021111 Traffic - Hazard WCSOP16009361 911 04/16/16 10:54 Traffic - Hazard 2016022278 Traffic - Hazard WCSOP16009813 Phone 04/18/16 18:32 Traffic - Hazard 2016022936 Traffic - Hazard WCSOP16010110 Phone ZUERCHER Page 22 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/27/16 09:00 Traffic - Hazard 2016025146 Traffic - Hazard WCSOP16010885 Phone Traffic Stop Total: 252 04/01/16 11:09 Traffic Stop 2016018458 Officer 04/01/16 11:43 Traffic Stop 2016018466 Officer 04/01/16 17:57 Traffic Stop 2016018532 Officer 04/01/16 23:36 Traffic Stop 2016018607 04/01/16 23:38 Traffic Stop 2016018608 Officer 04/02/16 01:23 Traffic Stop 2016018630 Warrant - Arrest WCSOP16008345 Officer 04/02/16 13:28 Traffic Stop 2016018697 Traffic Stop WCSOP16008382 Officer 04/02/16 17:47 Traffic Stop 2016018751 Officer 04/02/16 17:50 Traffic Stop 2016018753 Officer 04/02/16 18:00 Traffic Stop 2016018755 Officer 04/02/16 19:46 Traffic Stop 2016018772 Officer 04/02/16 20:43 Traffic Stop 2016018784 Officer 04/02/16 23:27 Traffic Stop 2016018823 Officer 04/03/16 01:37 Traffic Stop 2016018845 Officer 04/03/16 02:18 Traffic Stop 2016018850 04/03/16 17:40 Traffic Stop 2016018949 Traffic Stop WCSOP16008502 Officer 04/03/16 19:29 Traffic Stop 2016018967 Traffic Stop WCSOP16008512 Officer 04/03/16 23:05 Traffic Stop 2016019009 Officer 04/04/16 01:12 Traffic Stop 2016019022 Officer 04/04/16 01:21 Traffic Stop 2016019024 Officer 04/04/16 01:41 Traffic Stop 2016019025 Officer 04/04/16 01:50 Traffic Stop 2016019026 Officer 04/04/16 09:55 Traffic Stop 2016019069 Officer 04/04/16 15:45 Traffic Stop 2016019131 Officer 04/04/16 16:43 Traffic Stop 2016019152 Officer 04/04/16 18:22 Traffic Stop 2016019178 Officer 04/04/16 20:46 Traffic Stop 2016019211 Officer 04/04/16 20:58 Traffic Stop 2016019214 Officer 04/04/16 21:09 Traffic Stop 2016019217 Officer 04/04/16 23:45 Traffic Stop 2016019250 Traffic Stop WCSOP16008634 Officer 04/05/16 01:43 Traffic Stop 2016019280 Officer 04/05/16 04:48 Traffic Stop 2016019305 Warrant - Arrest WCSOP16008643 Officer 04/05/16 14:17 Traffic Stop 2016019401 Officer 04/05/16 16:59 Traffic Stop 2016019448 Officer 04/05/16 17:15 Traffic Stop 2016019452 Officer 04/05/16 17:27 Traffic Stop 2016019454 Officer 04/05/16 19:47 Traffic Stop 2016019491 Traffic Stop WCSOP16008728 Officer 04/05/16 20:42 Traffic Stop 2016019512 Officer 04/05/16 22:06 Traffic Stop 2016019538 Traffic Stop WCSOP16008747 Officer 04/05/16 23:08 Traffic Stop 2016019555 Officer 04/06/16 00:43 Traffic Stop 2016019573 Warrant - Arrest WCSOP16008756 Officer 04/06/16 08:08 Traffic Stop 2016019614 Officer 04/07/16 18:06 Traffic Stop 2016019968 Officer 04/07/16 22:02 Traffic Stop 2016020025 Officer ZUERCHER Page 23 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/08/16 01:18 Traffic Stop 2016020052 Traffic Stop WCSOP16008932 Officer 04/08/16 01:47 Traffic Stop 2016020056 Officer 04/08/16 02:20 Traffic Stop 2016020064 Officer 04/08/16 04:59 Traffic Stop 2016020070 Officer 04/08/16 12:58 Traffic Stop 2016020154 Traffic Stop WCSOP16008987 Officer 04/08/16 13:55 Traffic Stop 2016020168 Officer 04/08/16 22:22 Traffic Stop 2016020277 Officer 04/08/16 22:31 Traffic Stop 2016020279 Officer 04/09/16 01:07 Traffic Stop 2016020313 Traffic Stop WCSOP16009055 Officer 04/09/16 01:43 Traffic Stop 2016020326 Officer 04/09/16 14:11 Traffic Stop 2016020425 Officer 04/09/16 14:16 Traffic Stop 2016020426 Officer 04/09/16 14:28 Traffic Stop 2016020428 Officer 04/09/16 15:21 Traffic Stop 2016020444 Officer 04/09/16 16:23 Traffic Stop 2016020467 Officer 04/09/16 21:06 Traffic Stop 2016020529 Traffic Stop WCSOP16009151 Officer 04/09/16 21:41 Traffic Stop 2016020545 Officer 04/10/16 02:25 Traffic Stop 2016020601 Traffic Stop WCSOP16009178 Officer 04/10/16 06:51 Traffic Stop 2016020617 Officer 04/10/16 14:20 Traffic Stop 2016020686 Traffic Stop WCSOP16009217 Officer 04/11/16 00:03 Traffic Stop 2016020825 Officer 04/11/16 01:04 Traffic Stop 2016020837 Officer 04/11/16 02:14 Traffic Stop 2016020849 04/11/16 05:10 Traffic Stop 2016020860 Officer 04/11/16 06:46 Traffic Stop 2016020863 Traffic Stop WCSOP16009270 Officer 04/11/16 08:21 Traffic Stop 2016020872 Traffic Stop WCSOP16009275 Officer 04/11/16 11:20 Traffic Stop 2016020907 Officer 04/11/16 15:11 Traffic Stop 2016020952 Traffic Stop WCSOP16009307 Officer 04/11/16 15:37 Traffic Stop 2016020960 Officer 04/11/16 15:51 Traffic Stop 2016020965 Officer 04/11/16 16:47 Traffic Stop 2016020978 Officer 04/11/16 16:50 Traffic Stop 2016020981 Officer 04/11/16 17:00 Traffic Stop 2016020985 Officer 04/11/16 20:37 Traffic Stop 2016021034 Agency Assist WCSOP16009341 Officer 04/11/16 23:38 Traffic Stop 2016021078 Officer 04/11/16 23:46 Traffic Stop 2016021079 Officer 04/12/16 10:06 Traffic Stop 2016021148 Officer 04/12/16 15:01 Traffic Stop 2016021200 Officer 04/12/16 17:50 Traffic Stop 2016021268 Officer 04/12/16 23:40 Traffic Stop 2016021340 Officer 04/13/16 00:18 Traffic Stop 2016021347 Officer 04/13/16 02:15 Traffic Stop 2016021368 Traffic Stop WCSOP16009457 Officer 04/13/16 11:39 Traffic Stop 2016021450 Officer 04/13/16 13:04 Traffic Stop 2016021470 Officer 04/13/16 13:47 Traffic Stop 2016021480 Officer 04/13/16 14:56 Traffic Stop 2016021502 Officer 04/13/16 21:01 Traffic Stop 2016021605 Officer ZUERCHER Page 24 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/14/16 00:00 Traffic Stop 2016021642 Traffic Stop WCSOP16009567 Officer 04/14/16 09:09 Traffic Stop 2016021694 Officer 04/14/16 13:59 Traffic Stop 2016021754 Officer 04/14/16 15:19 Traffic Stop 2016021774 Traffic Stop WCSOP16009623 Officer 04/14/16 15:24 Traffic Stop 2016021776 Officer 04/14/16 16:19 Traffic Stop 2016021794 Officer 04/14/16 23:13 Traffic Stop 2016021906 Traffic Stop WCSOP16009667 Officer 04/15/16 00:18 Traffic Stop 2016021916 Officer 04/15/16 00:40 Traffic Stop 2016021923 Officer 04/15/16 01:12 Traffic Stop 2016021930 Officer 04/15/16 01:20 Traffic Stop 2016021931 Officer 04/15/16 09:55 Traffic Stop 2016021989 Officer 04/15/16 10:43 Traffic Stop 2016022001 Officer 04/15/16 15:00 Traffic Stop 2016022049 Officer 04/15/16 15:41 Traffic Stop 2016022058 Officer 04/15/16 16:27 Traffic Stop 2016022078 Officer 04/15/16 16:36 Traffic Stop 2016022082 Officer 04/15/16 19:13 Traffic Stop 2016022116 04/15/16 20:32 Traffic Stop 2016022135 04/15/16 20:56 Traffic Stop 2016022145 Officer 04/16/16 00:05 Traffic Stop 2016022197 Officer 04/16/16 00:20 Traffic Stop 2016022203 Officer 04/16/16 08:59 Traffic Stop 2016022254 Officer 04/16/16 11:07 Traffic Stop 2016022281 Officer 04/16/16 11:44 Traffic Stop 2016022291 Traffic Stop WCSOP16009821 Officer 04/16/16 14:16 Traffic Stop 2016022327 Officer 04/16/16 14:48 Traffic Stop 2016022333 Officer 04/16/16 18:10 Traffic Stop 2016022392 Officer 04/16/16 19:42 Traffic Stop 2016022413 Officer 04/16/16 23:04 Traffic Stop 2016022481 Officer 04/17/16 08:47 Traffic Stop 2016022550 Traffic Stop WCSOP16009943 Officer 04/17/16 12:27 Traffic Stop 2016022601 Officer 04/17/16 13:11 Traffic Stop 2016022610 Officer 04/17/16 15:14 Traffic Stop 2016022632 Officer 04/17/16 15:43 Traffic Stop 2016022639 Officer 04/17/16 16:46 Traffic Stop 2016022663 Officer 04/17/16 17:40 Traffic Stop 2016022678 Officer 04/17/16 18:05 Traffic Stop 2016022685 Traffic Stop WCSOP16010006 Officer 04/17/16 20:49 Traffic Stop 2016022716 Officer 04/18/16 01:00 Traffic Stop 2016022765 Officer 04/18/16 01:30 Traffic Stop 2016022769 Officer 04/18/16 02:00 Traffic Stop 2016022772 Officer 04/18/16 05:08 Traffic Stop 2016022779 Officer 04/18/16 05:21 Traffic Stop 2016022780 Officer 04/18/16 08:55 Traffic Stop 2016022807 Officer 04/18/16 15:25 Traffic Stop 2016022884 Officer 04/18/16 15:28 Traffic Stop 2016022885 Officer ZUERCHER Page 25 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/18/16 18:48 Traffic Stop 2016022941 Officer 04/18/16 20:15 Traffic Stop 2016022954 Officer 04/18/16 20:34 Traffic Stop 2016022958 Officer 04/19/16 02:14 Traffic Stop 2016023015 Officer 04/19/16 10:49 Traffic Stop 2016023067 Officer 04/19/16 10:54 Traffic Stop 2016023070 Officer 04/19/16 11:35 Traffic Stop 2016023079 Officer 04/19/16 23:22 Traffic Stop 2016023238 Officer 04/19/16 23:38 Traffic Stop 2016023242 Officer 04/20/16 00:01 Traffic Stop 2016023252 Warrant - Arrest WCSOP16010210 Officer 04/20/16 07:35 Traffic Stop 2016023294 Officer 04/20/16 22:13 Traffic Stop 2016023495 Traffic Stop WCSOP16010295 Officer 04/21/16 00:56 Traffic Stop 2016023528 Officer 04/21/16 02:01 Traffic Stop 2016023536 Officer 04/21/16 05:00 Traffic Stop 2016023551 Officer 04/21/16 08:48 Traffic Stop 2016023579 Officer 04/21/16 14:59 Traffic Stop 2016023646 Officer 04/21/16 17:05 Traffic Stop 2016023690 Officer 04/21/16 22:38 Traffic Stop 2016023768 Officer 04/21/16 22:52 Traffic Stop 2016023770 Officer 04/22/16 01:03 Traffic Stop 2016023797 Officer 04/22/16 01:22 Traffic Stop 2016023799 Officer 04/22/16 01:23 Traffic Stop 2016023800 Officer 04/22/16 02:17 Traffic Stop 2016023810 Officer 04/22/16 02:35 Traffic Stop 2016023813 Warrant - Arrest WCSOP16010396 Officer 04/22/16 05:30 Traffic Stop 2016023821 Officer 04/22/16 08:49 Traffic Stop 2016023848 Officer 04/22/16 09:00 Traffic Stop 2016023849 Officer 04/22/16 09:15 Traffic Stop 2016023852 Officer 04/22/16 09:23 Traffic Stop 2016023855 Officer 04/22/16 14:44 Traffic Stop 2016023931 Traffic Stop WCSOP16010447 Officer 04/22/16 15:15 Traffic Stop 2016023938 Traffic Stop WCSOP16010453 Officer 04/22/16 15:23 Traffic Stop 2016023945 Officer 04/22/16 15:29 Traffic Stop 2016023947 Officer 04/22/16 15:38 Traffic Stop 2016023952 Traffic Stop WCSOP16010455 Officer 04/22/16 17:12 Traffic Stop 2016023980 Officer 04/22/16 18:48 Traffic Stop 2016024011 Officer 04/22/16 18:50 Traffic Stop 2016024013 Officer 04/22/16 23:41 Traffic Stop 2016024097 Officer 04/23/16 00:15 Traffic Stop 2016024106 Traffic Stop WCSOP16010503 Officer 04/23/16 01:36 Traffic Stop 2016024125 Officer 04/23/16 01:46 Traffic Stop 2016024126 Officer 04/23/16 02:07 Traffic Stop 2016024130 Officer 04/23/16 02:14 Traffic Stop 2016024131 Officer 04/23/16 08:40 Traffic Stop 2016024154 Officer 04/23/16 08:54 Traffic Stop 2016024156 Officer 04/23/16 16:29 Traffic Stop 2016024233 Officer ZUERCHER Page 26 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/23/16 18:03 Traffic Stop 2016024262 Officer 04/23/16 18:11 Traffic Stop 2016024265 Officer 04/23/16 21:38 Traffic Stop 2016024332 Abandoned Vehicle WCSOP16010582 Officer 04/23/16 21:55 Traffic Stop 2016024340 04/23/16 23:41 Traffic Stop 2016024373 Officer 04/23/16 23:46 Traffic Stop 2016024374 Officer 04/24/16 00:02 Traffic Stop 2016024378 Officer 04/24/16 01:44 Traffic Stop 2016024398 Traffic Stop WCSOP16010602 Officer 04/24/16 13:19 Traffic Stop 2016024456 Traffic Stop WCSOP16010630 Officer 04/24/16 13:40 Traffic Stop 2016024460 Officer 04/24/16 16:25 Traffic Stop 2016024489 Officer 04/24/16 17:37 Traffic Stop 2016024510 Officer 04/24/16 19:15 Traffic Stop 2016024530 Officer 04/24/16 20:02 Traffic Stop 2016024543 Officer 04/24/16 20:28 Traffic Stop 2016024548 04/24/16 20:44 Traffic Stop 2016024554 Officer 04/25/16 01:36 Traffic Stop 2016024591 Officer 04/25/16 09:57 Traffic Stop 2016024637 Officer 04/25/16 11:03 Traffic Stop 2016024651 Officer 04/25/16 11:43 Traffic Stop 2016024660 Traffic Stop WCSOP16010709 Officer 04/25/16 15:01 Traffic Stop 2016024688 Officer 04/25/16 17:17 Traffic Stop 2016024728 Traffic Stop WCSOP16010738 Officer 04/25/16 17:27 Traffic Stop 2016024730 Traffic Stop WCSOP16010740 Officer 04/25/16 21:52 Traffic Stop 2016024797 Officer 04/25/16 23:45 Traffic Stop 2016024822 Officer 04/26/16 00:01 Traffic Stop 2016024825 Officer 04/26/16 00:38 Traffic Stop 2016024834 Officer 04/26/16 00:59 Traffic Stop 2016024837 Traffic Stop WCSOP16010773 Officer 04/26/16 01:12 Traffic Stop 2016024838 Officer 04/26/16 07:16 Traffic Stop 2016024861 Officer 04/26/16 11:15 Traffic Stop 2016024907 Officer 04/26/16 11:49 Traffic Stop 2016024913 Officer 04/26/16 22:20 Traffic Stop 2016025085 Officer 04/26/16 22:42 Traffic Stop 2016025088 Traffic Stop WCSOP16010866 Officer 04/26/16 23:19 Traffic Stop 2016025096 Traffic Stop WCSOP16010867 Officer 04/26/16 23:47 Traffic Stop 2016025101 Officer 04/27/16 02:28 Traffic Stop 2016025115 Officer 04/27/16 03:17 Traffic Stop 2016025116 Officer 04/27/16 05:33 Traffic Stop 2016025122 Officer 04/27/16 08:03 Traffic Stop 2016025138 Traffic Stop WCSOP16010878 Officer 04/27/16 09:30 Traffic Stop 2016025151 Officer 04/27/16 09:47 Traffic Stop 2016025156 Officer 04/27/16 12:47 Traffic Stop 2016025181 Officer 04/27/16 13:55 Traffic Stop 2016025199 Officer 04/27/16 19:00 Traffic Stop 2016025283 Officer 04/27/16 19:32 Traffic Stop 2016025289 Officer 04/27/16 19:42 Traffic Stop 2016025290 Officer ZUERCHER Page 27 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/27/16 21:44 Traffic Stop 2016025321 Officer 04/27/16 23:34 Traffic Stop 2016025340 Officer 04/28/16 00:48 Traffic Stop 2016025353 Officer 04/28/16 01:02 Traffic Stop 2016025357 Officer 04/28/16 01:17 Traffic Stop 2016025360 Traffic Stop WCSOP16010954 Officer 04/28/16 01:33 Traffic Stop 2016025363 Officer 04/28/16 02:15 Traffic Stop 2016025366 Officer 04/28/16 02:42 Traffic Stop 2016025368 Officer 04/28/16 23:53 Traffic Stop 2016025567 Traffic Stop WCSOP16011034 Officer 04/29/16 01:00 Traffic Stop 2016025585 Traffic Stop WCSOP16011040 Officer 04/29/16 05:58 Traffic Stop 2016025613 Officer 04/29/16 06:47 Traffic Stop 2016025615 Traffic Stop WCSOP16011053 Officer 04/29/16 08:19 Traffic Stop 2016025624 Traffic Stop WCSOP16011058 Officer 04/29/16 14:36 Traffic Stop 2016025709 Traffic Stop WCSOP16011107 Officer 04/29/16 23:32 Traffic Stop 2016025847 Officer 04/30/16 01:23 Traffic Stop 2016025865 Officer 04/30/16 02:04 Traffic Stop 2016025872 Drugs WCSOP16011179 Officer 04/30/16 12:46 Traffic Stop 2016025942 Officer 04/30/16 21:45 Traffic Stop 2016026060 Officer 04/30/16 22:05 Traffic Stop 2016026068 Intoxicated Person WCSOP16011273 Officer Traffic Watch Total: 1 04/13/16 21:41 Traffic Watch 2016021617 Traffic Watch WCSOP16009558 Trespass Total: 4 04/05/16 11:47 Trespass 2016019379 Unwanted Person WCSOP16008680 Phone 04/13/16 19:55 Trespass 2016021591 Juvenile - Complaint WCSOP16009547 Phone 04/17/1614:51 Trespass 2016022627 Noise WCSOP16009981 Phone 04/21/16 05:59 Trespass 2016023559 Unwanted Person WCSOP16010309 911 Unwanted Person Total: 4 04/06/16 02:18 Unwanted Person 2016019584 Unwanted Person WCSOP16008757 Phone 04/09/16 00:06 Unwanted Person 2016020301 Warrant - Arrest WCSOP16009050 Phone 04/14/16 05:51 Unwanted Person 2016021663 Unwanted Person WCSOP16009573 Phone 04/27/16 17:45 Unwanted Person 2016025268 Unwanted Person WCSOP16010930 Phone Vehicle Off Road Total: 4 04/08/16 07:38 Vehicle Off Road 2016020089 Vehicle Off Road WCSOP16008939 Phone 04/08/16 08:33 Vehicle Off Road 2016020106 Vehicle Off Road WCSOP16008949 Phone 04/08/16 10:20 Vehicle Off Road 2016020135 Vehicle Off Road WCSOP16008973 Phone 04/08/16 11:12 Vehicle Off Road 2016020144 MVA - No Injuries WCSOP16008977 Phone Warrant - Arrest Total: 1 04/30/16 22:10 Warrant - Arrest 2016026071 Warrant - Arrest WCSOP16011269 Officer Warrant - Attempt Total: 14 04/01/16 15:05 Warrant - Attempt 2016018500 Drugs WCSOP16008293 Officer 04/06/16 10:32 Warrant - Attempt 2016019650 Officer 04/07/16 09:56 Warrant - Attempt 2016019873 Officer ZUERCHER Page 28 of 29 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 04/09/16 22:16 Warrant - Attempt 2016020553 04/11/16 09:18 Warrant - Attempt 2016020885 Drugs WCSOP16009282 Officer 04/15/16 04:40 Warrant - Attempt 2016021948 Officer 04/16/16 09:46 Warrant - Attempt 2016022261 Warrant - Attempt WCSOP16009823 Officer 04/19/16 08:32 Warrant - Attempt 2016023045 Warrant - Arrest WCSOP16010136 Officer 04/21/16 17:06 Warrant - Attempt 2016023692 Officer 04/23/16 17:27 Warrant - Attempt 2016024250 Officer 04/23/16 21:14 Warrant - Attempt 2016024321 Warrant - Arrest WCSOP16010583 Officer 04/27/16 14:29 Warrant - Attempt 2016025203 Warrant - Attempt WCSOP16010917 Officer 04/28/16 11:08 Warrant - Attempt 2016025425 Officer 04/29/16 11:14 Warrant - Attempt 2016025664 Warrant - Arrest WCSOP16011077 Officer Total Records: 1130 ZUERCHER Page 29 of 29