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City Council Agenda Packet 06-27-2016
AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 27, 2016 — 6:30 p.m. Mississippi Room, Monticello Community Center SPECIAL MEETING (Academy Room — MCC) 5:15 p.m. Wright County Area Transportation Presentation Mayor: Brian Stumpf Council Members: Charlotte Gabler, Lloyd Hilgart, Tom Perrault, Glen Posusta 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Meeting Minutes • Special Meeting Minutes from May 26, 2016 (FNM) • Regular Meeting Minutes from June 13, 2016 C. Consideration of Adding Items to Agenda D. Citizen Comments E. Public Service Announcements/Updates • Construction Update F. Council Liaison Updates • FiberNet Advisory Board • Library Board • Personnel Committee • MCC Advisory Board G. Department Updates • City Administrator Update 2. Consent Agenda A. Consideration to approve payment of bills B. Consideration to approve new hires and departures for City departments C. Consideration to approve the sale /disposal of surplus city property D. Consideration to adopt Resolution 2016 -037 approving donations E. Consideration to approve appointment to the IEDC F. Consideration to adopt Resolution 2016 -038 appointing election judges to serve for the 2016 elections, including judges for the Absentee Ballot Board and Health Care Facility voting G. Consideration to adopt Resolution 2016 -039 establishing an Absentee Ballot Board for the 2016 Elections H. Consideration to approve purchase of selected existing copiers on expiring leases and purchase one new black and white copier for City Hall I. Consideration to approve individual pension contribution amount for Volunteer Firefighter Relief Association members J. Consideration to approve the purchase of a new Crafco Model 30 pavement router for the Public Works Department through the Central Equipment (Internal Service) Fund K. Consideration to approve Verizon Construction Documents and amended Lease Agreement with Verizon for installation of Wireless Communication Facilities at Jefferson Commons Water Tower L. Consideration to approve a request for Preliminary and Final Plat for Monticello High School, a request for rezoning to Planned Unit Development, including Development and Final Stage Planned Unit Development, and a request for amendment to Conditional Use Permit for K -12 Education Use for Monticello High School. Applicant: Wold Architects & Engineers 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. Public Hearing - Consideration to approve 2015 Storm Water Pollution Prevention Program (SWPPP) Annual Report B. Public Hearing — Consideration to adopt Resolution 2016 -040 approving vacation of drainage and utility easements for Lot 1, Block 1, of Otter Creek Crossing 1st Addition. Applicant: Rocky Mountain Exchange Holding Company 25254, LLC 4. Regular Agenda A. Consideration of a reauest for Preliminary and Final Plat for Clear Creek Addition, a request for Conditional Use Permit for building height over 30', a request for Conditional Use Permit for cross parking and access, a request for Ordinance Amendment to allow bulk fuel storage /sales in an I -1 (Light Industrial) District as a permitted or conditional use, including a Conditional Use Permit as required, and a draft Development Agreement. Applicant: Clear Creek Land Company, LLC. B. Consideration to approve agreement with Arvig Enterprises, Inc. 5. Added Items 6. Adjournment AGENDA CITY COUNCIL SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, June 27, 2016 — 5:15 p.m. Academy Room, MCC AGENDA Presentation by Wright County Area Transportation MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, May 26, 2016 — 8 a.m. Boom Island Room, MCC Present: Brian Stumpf, Charlotte Gabler (left at 9 a.m.), Tom Perrault, Glen Posusta, Lloyd Hilgart Absent: None Others: Jeff O'Neill, City staff. Wayne Oberg, Rachel Leonard, City Attorney Joel Jamnik 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 8 a.m. 2. FiberNet Telecommunications Contract Manager Candidate Presentations Jeff O'Neill, City Administrator, gave a brief introduction and commented on the format of the presentations. The first to present was CTC. A. Consolidated Telecommunications Company (CTC) The following individuals from CTC presented to the City Council: Joe Buttweiler, Kevin Larson, Kristi Westbrock, Andy Isackson, Ryan Rosenwald, CTC presented a review of their business plan which focused on their customer service /support and aggressive marketing components. They touched on other CTC owned companies /services and their existing and future transport routes. There was a strong interest in the data center opportunity. Following CTC's presentation there was a short break. The next presentation was given by Arvig. B. Arvig The following Individuals from Arvig presented to the City Council: Mark Birkholz, David Schomack, and Andy Klinnert. Arvig presented their proposal and the growth that they have had over the last few years. Their focus is on businesses and alternative streams of revenue. They focused on their ring of fiber and the value it would have for the City of Monticello /FiberNet. Following the presentations the City Council discussed their two options. Ms. Gabler left the meeting but communicated via phone. It was a consensus of the City Council that both options were good and viable. Brian Stumpf encouraged the City Council to look at City Council Special Meeting Minutes — May 26, 2016 Page 1 1 which company feels most comfortable. Discussion continued on the differences between the two companies. Wayne Oberg, Finance Director, highlighted that CTC's incentive fee is based on an increase in revenues while Arvig's incentive fee is based on net profit. He explained this is an important distinction because CTC's is an incentive before costs are taken into account, and Arvig's is an incentive after costs are subtracted from revenues. Rachel Leonard, Communications Coordinator, remarked the companies have two different business models. CTC's model looks at both residential and business accounts, whereas Arvig isn't focused as much on residential accounts. One isn't necessarily better than the other, but Council must decide which one it prefers. There was discussion about an apparent discrepancy of budget numbers given by both companies. Lloyd Hilgart commented that once the exiting budget losses for 2016 were added to Arvig's numbers, they were very similar to CTC's. Hilgart stated if the numbers are close, the Council must decide which one is more realistic. Hilgart remarked Arvig seemed to have a better business strategy. Charlotte Gabler also stated she felt CTC's numbers seemed lower and they may be overselling. Glen Posusta moved to approve commencing negotiations with Arvig to contract for FiberNet Management Services. Lloyd Hilgart seconded the motion. Motion carried unanimously. 3. Adjournment By consensus the meeting was adjourned at 11:24 a.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes — May 26, 2016 Page 2 1 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 13, 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 • Special Meeting Minutes from May 23, 2016 Charlotte Gabler moved approval of the Special Meeting Minutes. Tom Perrault seconded the motion. Motion carried unanimously. • Regular Meeting Minutes from May 23, 2016 Toni Perraullt moved approval of the Regular Meeting Minutes. Charlotte Gabler seconded. Motion carried unanimously. C. Consideration of Adding Items to the Agenda • Brian Stumpf added discussion at the end of the meeting in regard to escrows. D. Citizen Comments • Presentation by Nate Vassar, CenterPoint Energy, on donation of grant for Automatic External Defibrillator (AED) for the Community Center. E. Public Service Announcements • Kitty Baltos remarked on the upcoming Movie in the Park — Star Wars: The Force Awakens which will be playing on 6/25/16 in Pioneer Park. The Monticello Times is sponsoring the event. • Shibani Bisson gave an update on construction at the TH 25 /CSAH 75 intersection. Construction is scheduled to begin on 6/14 and be completed by 6/24. Glen Posusta expressed concern that the intersections were being blocked. Ms. Bisson responded that both Wright County and the State Highway patrol are monitoring this. Two members of the public addressed the City Council with concerns. Ms. Mason, 119 E. 4"' St. questioned where individuals should cross the road. Ms. Bisson noted that City Council Minutes —June 13, 2016 Page 1 1 8 she would look into additional signage that could direct individuals to cross under the bridge. Steve Reishus also addressed the Council He was concerned about the timing of the signal lights. He questioned who was responsible for the timing. Brian Stumpf responded that MnDOT controls the signal lights. • Ms. Bisson subsequently provided an update on the 2016 Street Reconstruction Project. The first phase starts the week of June 13 and has an expected completion date of August 31. The second phase is expected to be complete by October 31, 2016. • Rachel Leonard, Communications Coordinator, noted that there is a Volunteer Appreciation Picnic on Thursday, June 23 at 6 p.m. • Charlotte Gabler provided a recap of the Walk N roll event which took place on June 11. • Brian Stumpf mentioned the he and Charlotte Gabler attended the dog park ribbon cutting. F. Council Liaison Undates • Parks Commission. Tom Pawelk stated that the commission discussed the interim improvements at BCOL and the new shelter at Ellison Park final design. • tEDC. Brian Stumpf provided a recap. Items included: Chamber of Commerce provided an update on golf tournament; Dr. Jim Johnson, Monticello School Superintendent, provided an overview of future school projects. • Planning Commission. Charlotte Gabler provided a list of items that were approved at the Planning Commission meeting. They were: Preliminary and Final Plat for Clear Creek Addition and Preliminary and Final Plat for the Monticello High School. • EDA. Tom Perrault stated that the EDA discussed the following: Meeting between the City and EDA looking at the downtown and the WWTF project. • MOAA. Brian Stumpf noted that the Laestadian Lutheran Church was approved to relocate to the old Silver Spring golf course. • BCOL. Brian Stumpf noted that the following items were discussed: schematic design for the four season rental property (County project); access of parking construction bids; land alteration permit for athletic complex; Bertram Blast has 70 registrations; and the YMCA Camp Manitou is hosting an open house on June 18 from 1 — 4 p.m. G. Department Updates • City Administrator Jeff O'Neill provided an update on the following items: 1. Wright County Planning Commission conducted a public hearing in regard to an expansion of a feed lot. City Council Minutes —June 13, 2016 Page 2 18 2. Final contract with Arvig has been drafted. This item will be brought forward for approval at the next City Council meeting. 3. All five entities involved with the Highway 25 Coalition have approved and signed the agreement. 4. The Prairie Conference Center is being inspected for water /mold. FiberNet staff has been moved out of the building. 5. The Coalition of Utility Cities annual meeting will be on August 17. • Building Department Update: John Rued, Building Inspector, gave a presentation depicting activities of the Building Department. 2. Consent Agenda Tom Perrault moved approval of the consent agenda excluding F, J, L, and P. lL ➢oyd Hilgart 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 $974,755.50. B. Consideration of approving new hires /departures. Recommendation: Approved the hires and departures for the MCC. C. Consideration of approving the sale /disposal of surplus city property. Recommendation: No report this cycle. D. Consideration to adopt Resolution 2016 -033 approving donations from various sponsors for Walk N Roll Bike Sponsors, Famer's Market Power of Produce program and entertainment and advertising. Recommendation: Adopted the resolution accepting the donations. E. Consideration to adopt Resolution 2016 -034 approving grant /donations from CenterPoint Energy for the purchase of an Automatic External Defibrillator. Recommendation: Adopted the resolution accepting the donation. F. Consideration to approve quote from Right Way Caulking Library Building Caulking Project in the amount of $12,029. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. G. Consideration to approve a policy for new customer water meter billing. Recommendation: Approved the policy for new customer water meter billing. H. Consideration to approve discounts for utility billing customers that sign up for ACH and electronic bills. Recommendation: Approved discounts for utility billing customers with ACH payments and electronic bills. City Council Minutes —June 13, 2016 Page 3 18 Consideration to approve Resolution 2016 -035 in support of Wright County supporting a regional partnership in pursuit of an application to the Federal EDA Short Term Planning Program to assist in the completion of a Comprehensive Economic Development Strategy. Recommendation: Adopted the resolution in support of Wright County's involvement in a regionally developed Comprehensive Economic Development Strategy. Consideration to approve Massage Therapy Enterprise Licenses and approved Ordinance No. 647 amending the Therapeutic Massage Enterprises and Massage Therapists Ordinance by amending Section 3- 18 -10: Term, Renewal of License. Recommendation: ITEM WAS PULLED FROM THE CONSENT AGENDA. K. Consideration to approve Resolution 2016 -036 accepting a petition for vacation of drainage and utility easements for Lot 1, Block 1, of Otter Creek Crossing 1St Addition and calling for a public hearing. Applicant: Rocky Mountain Exchange. Recommendation: Adopted the resolution accepting the petition and calling for a public hearing on June 27, 2016. L. Consideration to approve an amended license agreement with Great River Energy for the use of Outlot B, Otter Creek Crossing Yd Addition for helicopter landing associated with installation of swan diverters on powerlines. Recommendation: ITEM WAS PULLED FROM THE CONSENT AGENDA. M. Consideration to approve a Special Event Pen-nit allowing use of Ellison Park and related assistance in conjunction with Art in the Park/Taste of Monticello on Saturday, July 16, 2016. Applicant: Chamber of Commerce. Recommendation: Approved the Special Event Permit for an event on July 16, 2016. N. Consideration to approve Change Order #1 to the 2016 Street Reconstruction Project, City Project No. 15C001. Recommendation: Approved the Change Order to Northdale Construction Co. O. Consideration to approve Verizon Construction Documents for replacement of existing communication facilities at the communications tower at Public Works. Recommendation: Approved the Verizon Construction Documents for replacement of existing communication facilities at the communication tower at Public Works. P. Consideration to approve plans and specifications for interim improvements at the Bertram Chain of Lakes Regional Park — Athletic Park and to authorize advertisement for bids. Recommendation: ITEM WAS PULLED FROM THE CONSENT AGENDA. Q. Consideration to approve pathway micro- surfacing improvements in Meadow Oaks and CSAH 18. Recommendation: Accepted the quoted from Asphalt City Council Minutes —June 13, 2016 Page 4 18 Contractors, Inc. for pathway micro- surfacing improvements along CSAH 75 and CSAH 18. 2A. Consideration of items removed from the consent agenda for discussion. F. Consideration to approve quote from Right Way Caulking library building caulking project in the amount of $12,029. Glen Posusta pulled the item with a question in regard to the weep ropes. The document noted that these were removed and Mr. Posusta wondered if they would be put back in. John Rued will check on this before the job begins. Glen Posusta moved approval of the quote received and contract the work requested to Right Way Caulking with the stipulation that the Building Inspector researches the weep ropes. Lloyd Hilgart seconded the motion. Motion carried unanimously. J. Consideration to approve Massage Therapy Enterprise Licenses and approve Ordinance 647 amending the Therapeutic Massage Enterprises and Massage Therapists ordinance by amending Section 3- 18 -10: Term, Renewal of License. Andrea McDowell Poehler, Campbell Knutson Law Firm, represented City Attorney Joel Jamnik and addressed the City Council on the Massage Ordinance. Ms. Poehler stated that she reviewed the applications and the background information provided and it appears that they met the requirements of the city license. Therefore, the City Council would be required to grant the licenses. Denial would only be allowed if there was clear evidence that there was a failing of the applicant on the requirements. Brian Stumpf questioned whether or not they could hold a license over since it wasn't in compliance with building code. Ms. Poehler noted that this wasn't an initial requirement of the license. However, once they are provided a license they would need to be brought into compliance. Members of the public requested to speak on the issue. The following testified: Amanda Stachowicz Ms. Stachowicz read a prepared statement in regard to sex trafficking and how it relates to massage businesses. Her statement alleged that one of the applicants applying for a massage license is involved with such an activity. She provided examples of inappropriate activity at the mentioned location and requested that they be denied a license. LeAnn Balmanno Ms. Balmanno is the owner of Bliss Salon. Ms. Balmanno inquired on who the contact would be for complaints on a massage business. Brian Stumpf responded that anything associated with an illegal activity should be forwarded to the Wright County Sheriff's City Council Minutes —June 13, 2016 Page 5 18 Office. Any other licensing issues should be forwarded to Jennifer Schreiber, City Clerk. Sarah Colford Ms. Colford represented the Central Minnesota Sexual Assault Center and was present to bring awareness of their agency. She noted that they can be a resource for individuals who have been sexually abused. Kathy Storkamp Ms. Storkamp is a massage therapist in Elk River. Ms. Storkamp is in favor of licensing massage therapists. She is concerned that everything in regard to massage therapy remain legitimate. Ms. Mason 119 E. 4'h Street. Ms. Mason talked about the struggles that it took to get into the massage business. She noted the schooling required for massage therapy. Wright County Sergeant Todd Sandin addressed the City Council and noted that the Wright'County Sheriff's Office has received complaints on one of the massage businesses. It was mentioned that they investigate every complaint they receive. Charlotte Gabler questioned whether or not the license could be held based on illicit advertising that was found on one of the businesses. Ms. Poehler responded that the license should be approved or denied based on the application before them. Jennifer Schreiber, City Clerk, commented that, in addition to the establishment's license, each individual massage therapist must complete an application which requires training, a background check, and other stipulations. Lloyd Hilgart moved approval of the Therapeutic Massage Enterprise Licenses as presented as directed by the City Attorney. Glen Posusta seconded the motion. Motion carried unanimously. Tom Perrault moved approval of Ordinance 647 amending Section 3- 18 -10: Term, Renewal of License. Lloyd ]Hiilgart seconded the motion. Motion carried unanimously. L. Consideration to approve an amended license agreement with Great River Energy. Tom Perrault noted grammatical errors that were corrected. Tons Perrault moved approval of the amended license agreement. Charlotte Gables- seconded the motion. Motion carried unanimously. P. Consideration to approve plans and specifications for interim improvements at the Bertram Chain of Lakes Regional Park — Athletic Park and to authorize advertisement for bids. Tom Perrault pulled the item in order to vote no. City Council Minutes —June 13, 2016 Page 6 1 8 Charlotte Gabler moved approval of the plans and specifications for interim improvement at the Bertram Chain of Lakes Regional Park Athletic Park. Lloyd Hilgart seconded the motion. Motion carried 4 -1; Tom Perrault voted against. Regular Agenda: A. Consideration to approve Access Services Agreement with IRET governing provision of telecommunication services to Monticello Crossings 202 unit Martment development. Jeff O'Neill provided an overview of the agreement and mentioned that the agreement has an eight year term with year to year renewals. Paul Reinke, IRET Properties, was also present to address the City Council. There was some discussion on the E -7 cards and occupancy rates. Mr. Reinke noted that in one year from opening they are hoping for 50% occupancy and have a goal of 90% occupancy after two years. Lloyd Hilgart moved approval of the Access Services Agreement with IRET as proposed subject to review by the City Attorney. Tom Perrault seconded the motion. Motion carried unanimously. B. Consideration to authorize a match of $9,000 for approximately three acres of Bertram Lake Shoreland for inclusion in the Bertram Chain of Lakes Regional Park. Jeff O'Neill introduced the item. Tom Pawelk gave a brief overview of the purchase. It was noted that this will be a joint ownership with Wright County who approved the corresponding $9,000 in May of this year. Glen Posusta moved approval of the match of $9,000 for Bertram Lake Shoreland. Charlotte Gabler seconded the motion. Motion carried 4 -1; Tom Perrault voted against. C. Consideration to approve internal rent for Prairie Center building_ Wayne Oberg, Finance Director, presented the item and noted that the rent it determined by space occupied and intensity of use. In addition, all expenditures should be allocated to users, not potential users. Charlotte Gabler moved approval of the schedule format for distributing expenditures. Glen Posusta seconded the motion. Motion carried 4RllKbLLllll1mously. City Council Minutes —June 13, 2016 Page 7 1 8 Added Items: • Brian Stumpf brought forward discussion on how the City collects escrows. He commented that some escrows seem low and some appear high. Mr. Stumpf, with consensus of the City Council, would like staff to review the current escrows and policies and revise where needed and bring back to the City Council at a future date. • Tom Perrault questioned the status of the City's membership in the Broadband Alliance. Jeff O'Neill responded that this will be brought forward after an agreement with Arvig is in place. By consensus the meeting was adjourned at 8:45 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes —June 13, 2016 Page 8 18 City Council Agenda: 06/27/16 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 $1,598,732.83. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: Bill registers Purchase Card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 06/15/2016 - 8:28AM Batch: 00201.06.2016 - 201.06.2016 US Bank Invoice No Description Amount Payment Date Acct Number Vendor: 1592 IRS Check Sequence: 1 6/3/2016 Federal Excise Tax - June 2015 642.85 06/15/2016 656- 00000 - 208200 Check Total: 642.85 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 2 6/1/2016 June 2016 1,893.38 06/15/2016 101 - 00000 - 217066 Check Total: 1,893.38 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 3 May May General Use Tax 5,644.70 06/15/2016 226 - 00000 - 208100 May May General Use Tax 0.30 06/15/2016 226 - 45122- 443990 May May General Use Tax 271.78 06/15/2016 601 - 00000 - 208100 May May General Use Tax 0.22 06/15/2016 601 - 49440 - 443990 May May General Use Tax 4.50 06/15/2016 651- 00000 - 208100 May May General Use Tax -0.50 06/15/2016 651- 49010 - 443990 May May General Use Tax 80.35 06/15/2016 101 - 00000 - 208100 May May General Use Tax -0.35 06/15/2016 101 - 41940 - 443990 May May General Use Tax 3.04 06/15/2016 101 - 00000 - 208120 May May General Use Tax -0.04 06/15/2016 101 - 43230 - 443990 May May Liquor Sales/Use Tax 44,434.43 06/15/2016 609 - 00000 - 208100 May May Liquor Sales/Use Tax 0.57 06/15/2016 609- 00000 - 362900 May May FNM Sales/Use Tax 5,765.42 06/15/2016 656- 00000 - 208100 May May FNM Sales/Use Tax 13.58 06/15/2016 656- 49870 - 443990 Check Total: 56,218.00 Vendor: 4470 US BANK - BONDS Check Sequence: 4 6/15/2016 GO 2014 A Bonds 82,430.63 06/15/2016 318- 47000 - 461100 6/15/2016 GO 2014 A Bonds 5,505.00 06/15/2016 703 - 00000 - 461100 6/15/2016 GO 2015 B Bonds 37,131.11 06/15/2016 319 - 47000 - 461100 AP- Computer Check Proof List by Vendor (06/15/2016 - 8:28 AM) Invoice No Description Amount Payment Date Acct Number Check Total: 125,066.74 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 5 6/06/2016 Randys Sanitation - May 2016 Shredding - City - 16.11 06/15/2016 101 - 41940 - 431990 6/06/2016 Randys Sanitation - May 2016 Shredding - DM` 16.11 06/15/2016 217 - 41990 - 431990 6/06/2016 Verizon - Mar 11 - Apr 10 25.02 06/15/2016 101 - 43115- 432100 6/06/2016 Verizon - Mar 11 - Apr 10 8.34 06/15/2016 601 - 49440 - 432100 6/06/2016 Verizon - Mar 11 - Apr 10 8.34 06/15/2016 602 - 49490 - 432100 6/06/2016 Verizon - Mar 11 - Apr 10 8.34 06/15/2016 656- 49870- 432100 6/06/2016 Verizon - Apr 4 - May 3 21.04 06/15/2016 101 - 42400 - 432100 6/06/2016 Verizon - Apr 4 - May 3 94.91 06/15/2016 226 - 45122- 432100 6/06/2016 Verizon - Apr 4 - May 3 104.91 06/15/2016 101 - 43120 - 432100 6/06/2016 Verizon - Apr 4 - May 3 46.03 06/15/2016 601 - 49440 - 432100 6/06/2016 Verizon - Apr 4 - May 3 46.03 06/15/2016 602 - 49490 - 432100 6/06/2016 Verizon - Mar 21 - Apr 20 26.02 06/15/2016 101 - 43120 - 432100 6/06/2016 Verizon - Mar 21 - Apr 20 140.04 06/15/2016 101 - 42200 - 432100 6/06/2016 Labor Arbitration Inst - Labor Law Seminar 9/1/ 275.00 06/15/2016 101 - 41800- 433100 6/06/2016 Monticello Vacuum - New Vacuum - Riccar 399.00 06/15/2016 101 - 45501- 443990 6/06/2016 Home Depot - Sod Stables for Community Gardi 19.94 06/15/2016 226 - 45127- 421980 6/06/2016 Home Depot - Fountain for Patio 169.00 06/15/2016 226 - 45127- 443990 6/06/2016 Home Depot - Various Supplies for Community 36.08 06/15/2016 226 - 45127- 421980 6/06/2016 Nicros - Repairs to Climbing Wall Top Rope An( 731.51 06/15/2016 226 - 45122- 440800 6/06/2016 NBP - Index Tabs 34.02 06/15/2016 101 - 41940 - 421990 6/06/2016 Super America - Unleaded Fuel 8.744 Gals @ K 18.35 06/15/2016 217 - 41990 - 421200 6/06/2016 Mail Finance - Lease Payment 3/4/16 - 6/3/16 564.33 06/15/2016 101 - 41940 - 441500 6/06/2016 Education To Go - Intro Microsoft Publisher Onl 89.00 06/15/2016 101 - 41520- 433100 6/06/2016 Amazon - Red Ink Cartridges (2) for Neopost Po 113.90 06/15/2016 101 - 41940- 421990 6/06/2016 Dacotah Paper - Paper Plates, Food Service GloN 90.15 06/15/2016 226 - 45127- 425410 6/06/2016 Dacotah Paper - Face Shields, Aprons, Mercury/ 152.85 06/15/2016 226 - 45122- 422990 6/06/2016 Dacotah Paper - Cleaning Supplies 446.25 06/15/2016 226 - 45122- 421100 6/06/2016 Dacotah Paper - Bathroom & Locker room Supp 702.20 06/15/2016 226 - 45122- 421990 6/06/2016 Monti Napa 4203 refund overcharged on 5111 -58.02 06/15/2016 101 - 45201- 422110 6/06/2016 Grady's - sprayer 1.49 06/15/2016 101 - 45201- 421990 6/06/2016 Fastenal - 3/8 x closes 40 ct 2.01 06/15/2016 601 - 49440 - 422220 6/06/2016 Grady's - plug 2.29 06/15/2016 601 - 49440 - 422220 6/06/2016 Fastenal - washers 4.08 06/15/2016 101 - 43120 - 422600 6/06/2016 Runnings #123 Fuel shut off valve 4.99 06/15/2016 101 - 43120 - 422100 6/06/2016 Home Depot -1 1/2 schedule 40x10' 5.14 06/15/2016 101 - 43160 - 421530 6/06/2016 Grady's - Duct Tape 6.99 06/15/2016 101 - 43160 - 421530 6/06/2016 Home Depot -scrub brush 9.98 06/15/2016 601 - 49440 - 421990 6/06/2016 Home Depot -4 oz. cpvc /primer combo; 1 1/2 scl 12.00 06/15/2016 101 - 43160 - 421530 6/06/2016 Grady's - (2) Teflon jnt. tape; hex plug 12.35 06/15/2016 101 - 45201- 421650 AP- Computer Check Proof List by Vendor (06/15/2016 - 8:28 AM) Invoice No Description Amount Payment Date Acct Number 6/06/2016 Grady's - cross walk signs- (12) hex lg. screw 14.40 06/15/2016 101 - 43120 - 422600 6/06/2016 Monti Chamber - April lunch RL 15.00 06/15/2016 656- 49870 - 443990 6/06/2016 Monti Chamber - May lunch RL 15.00 06/15/2016 656- 49870 - 443990 6/06/2016 Fastenal -(22) 3/4- 10x2.5 PB DOM P8 23.65 06/15/2016 101 - 43127 - 421990 6/06/2016 Monti Napa- (12) oil for Lift Stations 26.28 06/15/2016 602 - 49490 - 421300 6/06/2016 Cub- resale - (20) Limes; (8) Lemons 26.92 06/15/2016 609 - 49750- 425500 6/06/2016 Office Max - labels 32.05 06/15/2016 656- 49870 - 421990 6/06/2016 Grady's - 20 pl sanding mask; (3) paint brush 33.96 06/15/2016 101 - 43127 - 421990 6/06/2016 Grady's - cored plug 3.29 06/15/2016 601 - 49440 - 421990 6/06/2016 Home Depot -5 pc. screw extractr set 8.97 06/15/2016 601 - 49440 - 421990 6/06/2016 Monti Napa- #132 (2) sealer 36.32 06/15/2016 101 - 43120 - 422110 6/06/2016 Auto Value - (2) organic vapor masks 37.18 06/15/2016 101 - 45201- 420650 6/06/2016 Cub- resale - (40) Limes; (5) Lemons 42.10 06/15/2016 609 - 49750- 425500 6/06/2016 Cub- resale - (40) Limes; (12) Lemons 45.60 06/15/2016 609 - 49750- 425500 6/06/2016 Monti Napa- (24) oil for lift station pumps 52.56 06/15/2016 602 - 49490 - 421300 6/06/2016 Domino's - 9153 Fieldcrest Cir. Fire 57.62 06/15/2016 101 - 42200 - 421990 6/06/2016 Big Lake Lumber - (4) Pointed Lath 25pc bundle 59.80 06/15/2016 101 - 45201- 421650 6/06/2016 Runnings- (5) straw bales 64.95 06/15/2016 101- 45201- 422500 6/06/2016 Cub- resale - (60) Limes; (8) Lemons 67.32 06/15/2016 609 - 49750- 425500 6/06/2016 Pipeline Supply - 40' pvc pipe 68.42 06/15/2016 101 - 45201- 422510 6/06/2016 Fastenal -Marvin Lift stat. replace bolts 69.17 06/15/2016 602 - 49490 - 422700 6/06/2016 Brock White - #123 -Gas Tank petcock; gromme 74.14 06/15/2016 101 - 43120 - 422100 6/06/2016 Home Depot -20' tele. pole; (2) bi -lvl scrub brusl 74.89 06/15/2016 601 - 49440 - 421990 6/06/2016 USPS- (3) 100 birds stamps (5/9) 102.00 06/15/2016 656- 49870 - 432200 6/06/2016 USPS- (3) 100 birds stamps (5/16) 102.00 06/15/2016 656- 49870 - 432200 6/06/2016 Advanced Disposal - April 2016 162.17 06/15/2016 602 - 49480 - 438400 6/06/2016 Advanced Disposal - April 2016 287.00 06/15/2016 602- 49480 - 438400 6/06/2016 Advanced Disposal - April 2016 208.87 06/15/2016 226 - 45122- 438400 6/06/2016 Advanced Disposal - April 2016 11.93 06/15/2016 101 - 45501- 431990 6/06/2016 Advanced Disposal - April 2016 23.87 06/15/2016 609 - 49754- 438400 6/06/2016 Advanced Disposal - April 2016 23.87 06/15/2016 101 - 45201- 438400 6/06/2016 Advanced Disposal - March 2016 8.78 06/15/2016 101 - 43230 - 438400 6/06/2016 Holiday - Unleaded Fuel 11.043 gals @ $2.159 23.84 06/15/2016 217 - 41990 - 421200 6/06/2016 United Art & Education - Nat'l Safety Month Sul 18.43 06/15/2016 101 - 41800- 421990 6/06/2016 3M - Online Respirator Medical Evaluations (2) 56.00 06/15/2016 101 - 41800 - 431990 6/06/2016 Nicros - Climbing Wall Belay Equipment: Hame 289.52 06/15/2016 226 - 45127- 421710 6/06/2016 Walmart - Cleaning Supplies 7.41 06/15/2016 217 - 41990 - 421990 6/06/2016 Walmart - Cupcakes for Parties 41.28 06/15/2016 226 - 45127- 421460 6/06/2016 Walmart - Resale Items: Socks, Swim Pants, Dia 119.80 06/15/2016 226 - 45127- 425490 6/06/2016 Walmart - Protein Bars, Bananas 29.87 06/15/2016 226- 45127- 425410 6/06/2016 Walmart - Friendship Island Supplies for Prairie 55.82 06/15/2016 226- 45127- 421981 6/06/2016 Amazon - Inspection Equipment - Infrared Therr 61.90 06/15/2016 101- 43111- 443990 6/06/2016 Amazon - Nat'l Safety Month Supplies 89.75 06/15/2016 101 - 41800- 421990 AP- Computer Check Proof List by Vendor (06/15/2016 - 8:28 AM) Invoice No Description Amount Payment Date Acct Number 6/06/2016 Amazon - 10 Pk Flash Drives (3) 69.97 06/15/2016 101 - 41940 - 421990 6/06/2016 Amazon - Lysol Wipes 19.92 06/15/2016 101 - 41940 - 421990 6/06/2016 NBP - Tabs Dividers for SDS Manuals 14.63 06/15/2016 226 - 45122- 421990 6/06/2016 NBP - Yellow Labels 35.50 06/15/2016 101 - 41940 - 421990 6/06/2016 NBP - Sheet Protectors, Stapler, Post Its, Paper F 246.51 06/15/2016 101 - 41940 - 421990 6/06/2016 NBP - Paper Pads 34.99 06/15/2016 101 - 41940 - 421990 6/06/2016 NBP - File Folders 11.98 06/15/2016 101 - 41940 - 421990 6/06/2016 NBP - Paper, Index Maker, Sheet Protectors, 448.14 06/15/2016 101 - 41940- 421990 6/06/2016 Advanced Disposal - April 2016 12,420.30 06/15/2016 101 - 43230- 438400 6/06/2016 Advanced Disposal - April 2016 108.97 06/15/2016 656- 49870 - 438400 6/06/2016 Advanced Disposal - April 2016 35.80 06/15/2016 101 - 43127 - 438400 6/06/2016 Advanced Disposal - April 2016 47.74 06/15/2016 101 - 45201- 438400 6/06/2016 Advanced Disposal - April 2016 23.87 06/15/2016 101 - 45201- 438400 6/06/2016 Dacotah Paper - Concession Supplies: Gloves, F 232.11 06/15/2016 226 - 45127- 425410 6/06/2016 Dacotah Paper - Bathroom & Locker Room Supl 557.03 06/15/2016 226- 45122- 421990 6/06/2016 Dacotah Paper - Cleaning Supplies 587.35 06/15/2016 226 - 45122- 421100 6/06/2016 G & K - Uniform Rental - Jeans 7.92 06/15/2016 226 - 45122- 441700 6/06/2016 G & K - Mat Services 40.30 06/15/2016 226 - 45122- 431110 6/06/2016 G & K - Towel Rental 6.60 06/15/2016 226 - 45122- 441710 6/06/2016 G & K - Mat Service DMV 15.60 06/15/2016 217 - 41990 - 421990 6/06/2016 Home Depot - Friendship Island - Paint for Prair 21.27 06/15/2016 226 - 45122- 422990 6/06/2016 Hampton Inn - Washington DC Trip CG 357.87 06/15/2016 101 - 41110 - 433100 6/06/2016 Varidesk - Adjustable Sit/Stand Workstation JS 395.00 06/15/2016 101 - 41310 - 443990 6/06/2016 Olson & Sons Electric - Boiler #2 Circulating Pu 996.68 06/15/2016 226- 45122- 440440 6/06/2016 Monticello Printing - Name Plate JT 14.65 06/15/2016 213 - 46500- 443990 6/06/2016 Advanced Disposal - April 2016 37,409.49 06/15/2016 101 - 43230- 438400 6/06/2016 Fastenal 4179 & shop supplies (10) 6.00 06/15/2016 101 - 43127 - 421990 6/06/2016 Grady's -wood putty; (2) button plug 6.09 06/15/2016 101 - 45201- 421650 6/06/2016 Home Depot - (8) 601b. concrete mix 22.80 06/15/2016 101 - 45201- 421650 6/06/2016 Auto Value - #220 - Battery (IOU 1R part #) 37.99 06/15/2016 101 - 45201- 422100 6/06/2016 Grady's - Hunters (2) 501b fastset concrete mix;Fl 49.46 06/15/2016 101 - 45201- 421650 6/06/2016 Fastenal - Magnut Drvr; Ag Jobber; etc 54.10 06/15/2016 101 - 45201- 421650 6/06/2016 Martie's -Rvsd. Cem. (5) accent; 25# shady seed 78.50 06/15/2016 651- 49010 - 421990 6/06/2016 Monti Napa- old 203- Brake Caliper; Core Depo 125.25 06/15/2016 101 - 45201- 422110 6/06/2016 General Rental - LP tanks(2) 100 lb. 136.60 06/15/2016 101 - 43120 - 421990 6/06/2016 Runnings- (3) Ninebark #2; Lilac #5; (2) Nineba 185.92 06/15/2016 101 - 45201- 422500 6/06/2016 Sherwin Willhams - Otter Ck- (3) gal; woodscap 205.75 06/15/2016 101 - 45201- 422300 6/06/2016 Zep - (5) 43x60 blk. bags- Streets 282.00 06/15/2016 101 - 43120 - 421990 6/06/2016 Big Mouth Inc- resale- bev. boats; inflat. salad b 316.00 06/15/2016 609 - 49750- 425400 6/06/2016 Big Mouth Inc- freight- bev. boats; inflat. salad 1 39.50 06/15/2016 609 - 49750- 433300 6/06/2016 Zamoth- #132- TY- 502116 Streets 478.00 06/15/2016 101 - 43120 - 422100 6/06/2016 Runnings- Tiller Rear Tine 16" 479.99 06/15/2016 101 - 45201- 421650 6/06/2016 Aramark - 3/31 - 4/28/2016 Inv. Uniforms- Parks 153.30 06/15/2016 101 - 45201- 441700 AP- Computer Check Proof List by Vendor (06/15/2016 - 8:28 AM) Invoice No Description Amount Payment Date Acct Number 6/06/2016 Aramark - 3/31- 4/28/2016 Inv. Uniforms- Sewer 87.64 06/15/2016 602 - 49490 - 441700 6/06/2016 Aramark - 3/31- 4/28/2016 Inv. Uniforms- Water 87.64 06/15/2016 601 - 49440 - 441700 6/06/2016 Aramark - 3/31- 4/28/2016 Inv. Uniforms- Street; 225.11 06/15/2016 101 - 43120 - 441700 6/06/2016 Aramark - 3/31- 4/28/2016 Inv. Shop towels 151.68 06/15/2016 101 - 43127 - 421990 6/06/2016 Central Wood ( Rivard Co) - (90) mulch 2203 Rs 1,572.50 06/15/2016 101 - 45201- 422500 6/06/2016 Bailey Nurseries- Spr.Tree Order 285 (230 sold t 5,957.70 06/15/2016 101 - 46102 - 422500 6/06/2016 Chatters - ZZZNEP - Lunch @ Qtrly Meeting JR 18.00 06/15/2016 101 - 42400 - 433100 6/06/2016 NBP - Envelopes 26.98 06/15/2016 217 - 41990- 421990 6/06/2016 Positive Promotions - Nat'l Safety Month Suppli, 135.91 06/15/2016 101 - 41800 - 421990 6/06/2016 Fastenal -30" bolt for trash guard in Featherstone 2.32 06/15/2016 101 - 43130 - 421990 6/06/2016 Home Depot -(10) 601b. concrete mix 28.50 06/15/2016 101 - 45201- 421650 6/06/2016 Zep -(2) 50pk sunscreen wipes; 50pk Insect Rep] 159.92 06/15/2016 101 - 45201- 420650 6/06/2016 Zee Medical- PW & lunchrm- eyedrops; bandaid 203.15 06/15/2016 101 - 43127 - 420650 6/06/2016 Zee Medical- Parks- bandaids; 1st Aid Crm; cln: 42.50 06/15/2016 101 - 45201- 420650 6/06/2016 Active9l l- (39) 12 month renewal - fire responds 458.25 06/15/2016 101 - 42200 - 421990 6/06/2016 DISH - May 2016 658.32 06/15/2016 609 - 49754- 432500 6/06/2016 Big Lake Lumber - (10) med. handsplit shakes; ( 1,037.18 06/15/2016 101 - 45201- 421650 6/06/2016 ESS Bros. - (10) 309x1" Ductile adj ring 1,337.00 06/15/2016 101- 43130 - 421990 6/06/2016 Peach Trader- Lions Donation- 36" Range; food 2,214.75 06/15/2016 101 - 45201- 424100 6/06/2016 Grady's -(7) 3x12 screws 1.33 06/15/2016 101 - 45201- 421650 6/06/2016 Grady's -(2) nipple 1 1/4x2 Glv 4.78 06/15/2016 601 - 49440 - 421990 6/06/2016 Auto Value - Tender 3- fuseholder; conduit; blad 13.97 06/15/2016 101 - 42200 - 422110 6/06/2016 G & K -#1043480745;#1043475208 116.70 06/15/2016 609 - 49754- 431990 6/06/2016 Libson Twin City - #115- Power brake booster; c 310.00 06/15/2016 101 - 43120 - 422110 6/06/2016 Arctic Glacier- resale #1955613811; 195561311: 576.70 06/15/2016 609 - 49750- 425500 6/06/2016 4Imprint - Water Bottles - Volunteer Picnic & Na 496.85 06/15/2016 101 - 41800- 421990 6/06/2016 Super America - Unleaded Fuel 8.505 gals @ $2 20.06 06/15/2016 217- 41990 - 421990 6/06/2016 Monticello Chamber of Commerce - Chamber L 15.00 06/15/2016 213 - 46301 - 443990 6/06/2016 Wall Street Journal - Monthly Subscription 32.99 06/15/2016 101 - 41520- 443300 6/06/2016 Amazon - Heavy Duty Hole Punch 56.70 06/15/2016 101 - 41940 - 421990 6/06/2016 Econ Dev Assoc - 2016 Summer Conference 6/8 295.00 06/15/2016 213 - 46500- 443990 6/06/2016 Grady's - keyblank - shop 1.99 06/15/2016 101 - 43127 - 421990 6/06/2016 Fastenal - longer bolts for trash grd in Featherstoi 3.35 06/15/2016 101 - 43120 - 421990 6/06/2016 Grady's -(2) keyblank 3.98 06/15/2016 101 - 43127- 421990 6/06/2016 Grady's -Brdwy Flower Planting- PVC pipe; doo 15.46 06/15/2016 101 - 43120 - 422500 6/06/2016 Home Depot - (3) coupling for ci, pl, cu, lead FT 23.95 06/15/2016 656- 49877 - 421990 6/06/2016 Grady's - Brdwy. Flowers- (3) trowels 28.47 06/15/2016 101 - 43120 - 422500 6/06/2016 Kwik Trip #2 (28.510) gal. unleaded @ $2.239 63.83 06/15/2016 656- 49877 - 421200 6/06/2016 G & K -#1043469704;#1043464196 129.42 06/15/2016 609 - 49754- 431990 6/06/2016 Runnings- impact driver; 40pc drill & drive set 179.53 06/15/2016 656- 49877- 421990 6/06/2016 Dyna - Shop sup.- (100) crimp /shrink butt cone 276.41 06/15/2016 101 - 43127 - 421990 6/06/2016 WHCE- Sunset Pnds Lift Sta- 4/1- 5/1/2016 792: 108.70 06/15/2016 602 - 49490 - 438100 6/06/2016 WHCE- 1645 & 1675 CR 39 30.57 06/15/2016 602 - 49490 - 438100 AP- Computer Check Proof List by Vendor (06/15/2016 - 8:28 AM) Invoice No Description Amount Payment Date Acct Number 6/06/2016 WHCE- DMV 19.95 06/15/2016 217 - 41990- 431900 6/06/2016 WHCE- 2171 W Rvr St- Parks 36.45 06/15/2016 101 - 45201- 431900 6/06/2016 WHCE- Fire Dept. 27.95 06/15/2016 101 - 42200 - 431900 6/06/2016 WHCE- 5980 Jason Ave - Water 19.95 06/15/2016 601 - 49440 - 431900 6/06/2016 WHCE -MCC 27.95 06/15/2016 226 - 45122- 431900 6/06/2016 WHCE -207 Chelsea Rd- Water 32.95 06/15/2016 601 - 49440 - 431900 6/06/2016 WHCE -209 Cedar St- Water 29.95 06/15/2016 601 - 49440 - 431900 6/06/2016 WHCE- 132 E Brdwy.- Water 19.95 06/15/2016 601 - 49440 - 431900 6/06/2016 WHCE- 107 River St. W - Parks 19.95 06/15/2016 101 - 45201- 431900 6/06/2016 WHCE -Hwy Liquor June 2016 service 21.32 06/15/2016 609 - 49754- 431900 6/06/2016 WHCE- MCC- r June 2016 service 19.95 06/15/2016 226 - 45122- 431900 6/06/2016 WHCE- Water- Dundas Rd. June 2016 service 29.95 06/15/2016 601 - 49440 - 431900 6/06/2016 WHCE- 909 Golf Crs. Rd- PW. June 2016 servic 19.95 06/15/2016 101 - 43110- 431900 6/06/2016 WHCE- General Street Lighting 1,309.37 06/15/2016 101 - 43160 - 438100 6/06/2016 WHCE- acct. 1003698 (9) addresses- Gen. Stree 1,964.05 06/15/2016 101 - 43160 - 438100 6/06/2016 Fastenal - switch; cord 8'; cover boot- Parks 66.39 06/15/2016 101 - 45201- 422100 6/06/2016 Sherwin Williams Otter Creek (3) gal 187.77 06/15/2016 101 - 45201- 422300 6/06/2016 Martie's -(21) 23 -0 -15 An. Shltr; Water Dept; S.,' 245.70 06/15/2016 101- 45201- 421600 6/06/2016 Martie's -(14) 23 -0 -15; (6) 15 -0 -40; seeder; (7) f 265.27 06/15/2016 101 - 45201- 421600 6/06/2016 Walmart - Nat'l Safety Month Supplies: Bags 14.70 06/15/2016 101 - 41800 - 421990 6/06/2016 Runnings - Oil & String for Weed Whip at Comr 9.77 06/15/2016 226 - 45122- 421990 6/06/2016 General Rental - Tiller - Used at Community Gai 12.95 06/15/2016 226 - 45122- 441500 6/06/2016 Ausco - Uniform Shirts (2 1) 306.75 06/15/2016 226 - 45122 - 421110 6/06/2016 Holiday - Unleaded Fuel 15.237 gals @ $2.299 35.03 06/15/2016 226- 45122- 421200 6/06/2016 SVLS Service - Innovent Room Differential Pre< 535.93 06/15/2016 226 - 45122- 422100 6/06/2016 Cub - Apples & Bananas for Concession 12.36 06/15/2016 226 - 45127- 425410 6/06/2016 Paula Paulson - Ceiling Drapping for Wedding R 425.00 06/15/2016 226- 45127- 431990 6/06/2016 MN PCA - Wastewater Annual Permit Fee 5,900.00 06/15/2016 602 - 49480 - 443700 6/06/2016 Monticello Vacuum - Repaired Vacuum for Frier 122.85 06/15/2016 226 - 45122- 440440 6/06/2016 MonticelloPrinting - Observation Notices Printer 195.00 06/15/2016 101 - 42400- 421990 6/06/2016 Tavern At Wild Marsh - Luncheon Wright Cc Ci 16.22 06/15/2016 101 - 41310- 433100 6/06/2016 Quiznos - Safety Bingo Prize 30.00 06/15/2016 101 - 41800 - 421990 6/06/2016 Tasc - 7/1/16 - 7/31/16 Admin Fees 72.25 06/15/2016 101 - 49240 - 413500 6/06/2016 APEC - Various Filters (61) 905.83 06/15/2016 226 - 45122- 422990 6/06/2016 Grady's - Misc Hardware for Pool Fan 5.31 06/15/2016 226 - 45122- 422990 6/06/2016 Grady's - Bolt for Fitness #9 0.98 06/15/2016 226 - 45122- 422990 6/06/2016 NBP - Labels, Paper, Binder Covers, Highlighter 203.39 06/15/2016 226 - 45122- 421990 6/06/2016 NBP - Cash Register for Ballfields 153.45 06/15/2016 226 - 45122- 443990 6/06/2016 NBP - Paper, Tape 57.99 06/15/2016 226 - 45122- 421990 6/06/2016 NBP - Clips 15.35 06/15/2016 226- 45122- 421990 6/06/2016 Home Depot - 5 gal. homer bucket 3.17 06/15/2016 602 - 49490 - 421990 6/06/2016 Monti Napa- Halogen lamp 4.58 06/15/2016 101- 45201- 421650 6/06/2016 Monti Napa -80 dome 1p - Fire Dept. 6.99 06/15/2016 101 - 42200 - 421990 AP- Computer Check Proof List by Vendor (06/15/2016 - 8:28 AM) Invoice No Description Amount Payment Date Acct Number 6/06/2016 Monti Napa- #115- brakeline; (2) adapter 7.94 06/15/2016 101 - 43120 - 422110 6/06/2016 Grady's - Pathway signs- (21) screws 9.03 06/15/2016 101 - 45201- 421650 6/06/2016 Cub- resale - (10) Lemons 9.90 06/15/2016 609 - 49750- 425500 6/06/2016 McMaster Carr -(1) pk/100- flag pole tops- 12.93 06/15/2016 101 - 43120 - 422600 6/06/2016 Monti Napa- #115- brakeline; (3) multi -duty H 15.69 06/15/2016 101 - 43120 - 422110 6/06/2016 Randys Sanitation - June 2016 service - FNM 16.28 06/15/2016 656- 49870 - 431990 6/06/2016 Grady's - 32 oz. W & G Killer- spray for tower -' 16.99 06/15/2016 601 - 49440 - 421990 6/06/2016 Holiday - #3 -1 .602 gal. unleaded @ $2.299 26.67 06/15/2016 656- 49877 - 421200 6/06/2016 Cabela's - (2) Jeans- M.T, - 1/2 Water 22.49 06/15/2016 601 - 49440 - 421110 6/06/2016 Cabela's - (2) Jeans- M.T, - 1/2 Sewer 22.49 06/15/2016 602 - 49490 - 421110 6/06/2016 Dyna - shop supplies- (2) cryobit w/ flats 48.18 06/15/2016 101 - 43127 - 421990 6/06/2016 Fleet Farm - Jeans M.T. 1/2 water 29.99 06/15/2016 601 - 49440 - 421110 6/06/2016 Fleet Farm - Jeans M.T. 1/2 sewer 29.99 06/15/2016 602 - 49490 - 421110 6/06/2016 Monti Napa- shop supplies- (26) filters 60.36 06/15/2016 101 - 43127 - 422120 6/06/2016 Fastenal - (100) BB Toggler EZ; (34) 1/2 -20K21 61.57 06/15/2016 101 - 45201- 421650 6/06/2016 Martie's -(16) accent; (2) baskets; Potting soil 123.89 06/15/2016 101 - 45201- 440900 6/06/2016 Cub- resale - (I 10) Limes; (10) Lemons 118.80 06/15/2016 609 - 49750- 425500 6/06/2016 Cub- (2) scissors 6.39 06/15/2016 609 - 49754- 421990 6/06/2016 Grady's - (6) 3/4" in One -Key; (3) 2 in one -key 131.91 06/15/2016 101 - 45201- 421650 6/06/2016 Streicher's - (4) Traffic Vests 139.96 06/15/2016 101 - 42200 - 421120 6/06/2016 Martie's -(4) Tingley; hand seeder 147.95 06/15/2016 101 - 43120 - 420650 6/06/2016 Home Depot - (19) cedar asst; (2) garden spde; d 159.74 06/15/2016 101 - 45201- 421300 6/06/2016 Monti Napa- Booster Statn 125 KW Generator B 162.66 06/15/2016 601 - 49440 - 422100 6/06/2016 Big Lake Lmbr- Picnic Tables- (12) 2x10 12' SP] 170.16 06/15/2016 101 - 45201- 421650 6/06/2016 Fastenal -(4) Lime Rainst. Set- Streets 199.96 06/15/2016 101 - 43120 - 420650 6/06/2016 Big Mouth Inc- resale- bev. boats; can huggers; E 204.00 06/15/2016 609 - 49750- 425400 6/06/2016 Big Mouth Inc - freight 25.50 06/15/2016 609 - 49750- 433300 6/06/2016 Martie's -(20) 23 -0 -15 234.00 06/15/2016 101 - 45201- 421600 6/06/2016 Dyna - Park supplies- cutoff wheel; washers; scr} 248.32 06/15/2016 101 - 45201- 421650 6/06/2016 Sherwin Williams (25) 5 gal sstripe Fmp Br. Wh 279.79 06/15/2016 101 - 45203- 421990 6/06/2016 Mac Tools - Shop tools - 305.99 06/15/2016 101 - 43127 - 421990 6/06/2016 Discount Post & Pole - Pioneer Pk- (40) various 373.10 06/15/2016 101 - 45201- 421650 6/06/2016 Martie's - adopt a pk- (24) baskets; (12) spikes; ( 610.70 06/15/2016 101 - 45201- 440900 6/06/2016 Martie's - adopt a pk- (26) accent; (16) flats; (5) : 829.95 06/15/2016 101 - 45201- 440900 6/06/2016 Restaurant Equip.- (10) Dome Top garbage lids; 957.90 06/15/2016 101 - 45201- 421650 6/06/2016 USPS- certified letters 3.77 06/15/2016 656- 49870 - 432200 6/06/2016 Home Depot - pipe wrench 17.10 06/15/2016 101 - 45201- 421650 6/06/2016 Fastenal - Marvin Rd. Lft Sta. (32) bolt replacerr 31.06 06/15/2016 602 - 49490 - 422700 6/06/2016 Martie's - 25# Tuff Stuff - Water 52.00 06/15/2016 601 - 49440 - 421990 6/06/2016 Restaurant Equip.- (2) Dome Top garbage lids; s 196.94 06/15/2016 101 - 45201- 421650 6/06/2016 Discount Post & Pole - (29)1x6 -7; (13) 1x4 -7' 346.19 06/15/2016 101 - 45201- 421650 6/06/2016 USPS- Postage Lg Envelope & Priority Mail Pkl 10.13 06/15/2016 217 - 41990 - 432200 6/06/2016 USPS- Postage Lg Envelope & Priority Mail Pkl 8.71 06/15/2016 217 - 41990- 432200 AP- Computer Check Proof List by Vendor (06/15/2016 - 8:28 AM) Invoice No Description Amount Payment Date Acct Number 6/06/2016 NBP - Mousepad, Index Tabs, Labels, Markers,1 194.26 06/15/2016 101 - 41940 - 421990 6/06/2016 NBP - Calculator, Mouse Pad, Stapler, Paper 137.65 06/15/2016 101 - 41940 - 421990 6/06/2016 Home Depot - Partition Walls for FI @ Chapel 94.52 06/15/2016 226 - 45127- 421981 6/06/2016 Home Depot - Light Bulbs for Gym; Door Stop, 80.68 06/15/2016 226 - 45122- 422990 6/06/2016 Walmart - Walk & Roll Bikes 1,679.90 06/15/2016 226 - 45122- 443900 6/06/2016 Walmart - Concession Beverages 11.47 06/15/2016 226 - 45127- 425410 6/06/2016 Walmart - Tie Downs 8.84 06/15/2016 226 - 45122- 422990 6/06/2016 Gopher Sport - Ball Rack for Gymnasium 146.25 06/15/2016 226 - 45127- 421730 6/06/2016 Am Red Cross - 2016 Authorized Provider Fee 780.00 06/15/2016 226 - 45127- 431990 6/06/2016 Mayflower Dist - B -day Parry Supplies: Balloon, 378.29 06/15/2016 226 - 45127- 421460 6/06/2016 Auto Value - Punch for Pool Table 3.49 06/15/2016 226 - 45122- 422990 6/06/2016 Monticello Auto Body - Windshield Repair 273.50 06/15/2016 217 - 41990 - 440500 6/06/2016 41mprint - Refund on Sales Tax -31.96 06/15/2016 101 - 41800 - 421990 6/06/2016 Trusted Employees - Background Checks (7) 161.00 06/15/2016 226 - 45122- 431990 6/06/2016 Trusted Employees - Background Check JR 18.50 06/15/2016 601 - 49440 - 431990 6/06/2016 Trusted Employees - Background Check JR 18.50 06/15/2016 602 - 49490 - 431990 6/06/2016 Trusted Employees - Background Check NO 37.00 06/15/2016 101 - 43120 - 431990 6/06/2016 Trusted Employees - Background Check MS 23.00 06/15/2016 609 - 49754- 431990 6/06/2016 Trusted Employees - Background Check RS 37.00 06/15/2016 101 - 42400 - 431990 6/06/2016 Trusted Employees - Background Checks - Mass 81.00 06/15/2016 101 - 41310 - 431990 6/06/2016 MN PCA - 100009 - VIC Reimbursements 1,437.50 06/15/2016 400 - 43300 - 459010 6/06/2016 Kwik Trip - Unleaded Fuel - 10.482 gals @ $2.2 24.10 06/15/2016 217 - 41990 - 421200 6/06/2016 NBP - Note Dispenser 13.36 06/15/2016 101 - 41940 - 421990 6/06/2016 Domino's Pizza - EDA Workshop Meal 55.34 06/15/2016 213 - 46500 - 443990 6/06/2016 Home Depot - 400W Bulb for Gym 39.99 06/15/2016 226 - 45122- 422990 6/06/2016 Walmart - Return Tie Down Straps -8.84 06/15/2016 226 - 45122- 422990 6/06/2016 Wahnart - Friendship Island Supplies: Chalk, Ms 251.07 06/15/2016 226- 45127- 421981 6/06/2016 Walmart - Pens & Pencils 7.24 06/15/2016 226 - 45122- 421990 6/06/2016 Walmart - Cupcakes for Party 27.52 06/15/2016 226 - 45127- 421460 6/06/2016 Walmart - Concession: Apples, Bananas, Straws; 52.12 06/15/2016 226 - 45127- 425410 6/06/2016 Walmart - Lotion 3.93 06/15/2016 226 - 45122- 421990 6/06/2016 Walmart - Gloves for Climbing Wall 29.82 06/15/2016 226 - 45127- 421710 6/06/2016 Fastenal - 5/8 x 1 1/2 1.87 06/15/2016 602 - 49490 - 422700 6/06/2016 Grady's -Gals. Cap; Galv. Nipple 3.28 06/15/2016 101 - 45201- 421650 6/06/2016 Monti Napa - fuses for router 3.73 06/15/2016 101 - 43120 - 422100 6/06/2016 Cub- resale - (6) Lemons 6.00 06/15/2016 609 - 49750- 425500 6/06/2016 Red's - #220- spray w/ ; fill w/ 910c 11.04 06/15/2016 101 - 45201- 421300 6/06/2016 Grady's 4223 (4) screw caps; (4) nuts; (8) wash( 11.40 06/15/2016 101 - 45201- 422100 6/06/2016 Grady's -(2) sand mix 60 lb. Quickrete- Raised # 13.98 06/15/2016 602 - 49490 - 421990 6/06/2016 Grady's -(2) sand mix 60 lb. Quickrete- Raised # 13.98 06/15/2016 602 - 49490- 421990 6/06/2016 Monti Napa- Shop (4) filters 15.60 06/15/2016 101 - 43127 - 422120 6/06/2016 Titan Machine - case skid- male quick coupling 31.38 06/15/2016 101 - 43120 - 422100 6/06/2016 Globalindustrial.com - (2) Fire testing pump 32.49 06/15/2016 101 - 42200 - 421990 AP- Computer Check Proof List by Vendor (06/15/2016 - 8:28 AM) Invoice No Description Amount Payment Date Acct Number 6/06/2016 Runnings -(2) rubber boots 41.98 06/15/2016 101 - 45201- 421110 6/06/2016 Sherwin Williams - light poles paint 50.18 06/15/2016 101 - 43160 - 421530 6/06/2016 Home Depot - BiffEnclosures- (6) 2x4-8'#2 Prir 59.17 06/15/2016 101 - 45201- 421650 6/06/2016 Home Depot -(5) 2x4-12'#2 Prime pt cedar; (2) 67.98 06/15/2016 101 - 45201- 421650 6/06/2016 Home Depot 18v battery; torch blade- 1/2 water 59.49 06/15/2016 601 - 49440 - 422700 6/06/2016 Home Depot 18v battery; torch blade- 1/2 Sewer 59.48 06/15/2016 602 - 49490 - 422700 6/06/2016 Sherwin Williams- clear extreme paint 125.18 06/15/2016 101 - 45201- 422300 6/06/2016 Locators & Supplies -(3) signs Ped. X -walls; star 147.60 06/15/2016 101 - 43120 - 422600 6/06/2016 Locators & Supplies -(6) Barricade; (2) sign Stan 711.62 06/15/2016 101 - 43120- 422600 6/06/2016 Amazon - Walk/Roll- (9) pks Granolla Bars 159.38 06/15/2016 656- 49870 - 434990 6/06/2016 Menards - Pioneer Pk- tall storage cabinet; (6) cc 266.62 06/15/2016 101 - 45201- 421650 6/06/2016 Zep - (2) doz. Zep 2000 Aero 280.44 06/15/2016 101 - 43120 - 421990 6/06/2016 Site One Landscape -(12) Falcon less nzl; (2) rain 915.69 06/15/2016 101 - 45201- 422510 6/06/2016 Monti Napa- FHP Powerate NBH 4L26OW 11.07 06/15/2016 101 - 45201- 421650 6/06/2016 Runnings- (6) 24 pk water bottles 17.94 06/15/2016 101 - 42200 - 421990 6/06/2016 Home Depot - (5) 5gal water w/ exchange 34.30 06/15/2016 656- 49870 - 421990 6/06/2016 Super America - #1- Unleaded Fuel 28.647 gals ( 65.00 06/15/2016 656- 49877 - 421990 6/06/2016 Brock White- #123- actuator ball race router; tog 663.19 06/15/2016 101- 43120 - 422100 6/06/2016 Home Depot - AAA; AA Pro pack batteries; (2) 52.23 06/15/2016 656- 49877 - 421990 6/06/2016 Home Depot -(6) 8' Cedar; (8) 10' Cedar; (2) 33( 333.32 06/15/2016 101 - 45201- 421650 6/06/2016 Home Depot - (2) TOGA staples 23.94 06/15/2016 101 - 45201- 421650 6/06/2016 Koehler & Dramm - Votive Candles for Weddin€ 116.50 06/15/2016 226 - 45127- 420750 6/06/2016 Koehler & Dramm - Votive Candles for Weddin€ 500.00 06/15/2016 226 - 45127- 420750 6/06/2016 Park Supply - Plumbing Supplies for Women's B 72.70 06/15/2016 226- 45122- 422990 6/06/2016 Recreation Supply - Replacement Hoop for Ware 129.40 06/15/2016 226 - 45127- 421750 6/06/2016 Constant Contact - Monthly Email Marketing Se 55.00 06/15/2016 226 - 45122- 430910 6/06/2016 Normandale Cont Ed - 2 Classes BG 6/22 & 6/21 263.00 06/15/2016 101 - 43110- 433100 6/06/2016 Walmart - Meeting FMN Presentations: Muffins, 17.81 06/15/2016 101 - 41110 - 443990 6/06/2016 Walmart - Soap and Sink Strainer for Breakroorr 6.94 06/15/2016 101 - 41940 - 421990 6/06/2016 US Bank Qtrly Rebate - 5,882.00 06/15/2016 101 - 00000 - 362970 Check Total: 106,641.68 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 6 00007448327 Vanco - Fitness Rewards - May 2016 62.25 06/15/2016 226 - 45122- 430700 00007453195 Vanco - Gateway Exchange - May 2016 38.70 06/15/2016 656- 49870 - 443980 00007453195 Vanco - Gateway Exchange - May 2016 30.30 06/15/2016 601 - 49440 - 443980 00007453195 Vanco - Gateway Exchange - May 2016 30.30 06/15/2016 602 - 49490 - 443980 Check Total: 161.55 AP- Computer Check Proof List by Vendor (06/15/2016 - 8:28 AM) Invoice No Description Amount Payment Date Acct Number Total for Check Run: 290,624.20 Total of Number of Checks: The preceding list of bills payable was reviewed and Date: 6/27/2016 Approved by AP- Computer Check Proof List by Vendor (06/15/2016 - 8:28 AM) Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 06/22/2016 - 1:39PM Batch: 00205.06.2016 - 00205.06.2016 AP Invoice No Description Amount Payment Date Acct Number Vendor: 2925 1ST LINE /LEEWES VENTURES LLC Check Sequence: 1 121119 Flavored Syrups for Concession 245.50 06/28/2016 22645127- 425410 121195 Flavored Syrups for Concession 178.00 06/28/2016 226 - 45127- 425410 121195 Freight - Flavored Syrups for Concession 5.75 06/28/2016 226 - 45122- 433300 Check Total: 429.25 Vendor: 2139 ADVANCED FIRST AID INC Check Sequence: 2 0216 -592 Lifepak 500 Lith. Battery; (2) Ready Pk Electroc 317.60 06/28/2016 101 - 42200 - 421990 Check Total: 317.60 Vendor: 1018 ALLIED BLACKTOP COMPANY Check Sequence: 3 22083 (203.90) GL Road Oil 662.68 06/28/2016 101 - 43120 - 422400 Check Total: 662.68 Vendor: 1021 AME RED E MIX INC Check Sequence: 4 107810 (2) CY 1 -3 Grt; (1) sm. load; env. fees- Streets 421.00 06/28/2016 101 - 43120 - 422410 107843 (1.750) CY 4000 AE 253.75 06/28/2016 101 - 45201- 421650 Check Total: 674.75 Vendor: 1039 AQUA LOGIC INC Check Sequence: 5 44870 Repairman to Change Bulbs & Replace Quartz S 926.96 06/28/2016 226 - 45122- 421610 Check Total: 926.96 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 6 3105252 resale - n/a beer 96.00 06/28/2016 609 - 49750- 425400 3106377 resale - beer 145.25 06/28/2016 609 - 49750- 425200 Check Total: 241.25 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 1046 AUTHORITY FENCE & DECK INC Check Sequence: 7 292872 ZPARKS- DOGPRK- Dog Park fence final 50% 9,597.50 06/28/2016 229 - 45202- 453010 292877 ZPARKS- DOGPRK- (3) service gates upgrade 1 585.00 06/28/2016 229 - 45202- 453010 Check Total: 10,182.50 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 8 53975900 freight 15.30 06/28/2016 609 - 49750- 433300 53975900 resale - liquor 481.01 06/28/2016 609 - 49750- 425100 53975900 resale- wine 464.00 06/28/2016 609 - 49750- 425300 54022900 freight 4.21 06/28/2016 609 - 49750- 433300 54022900 resale - liquor 205.60 06/28/2016 609 - 49750 - 425100 54092800 resale - wine 348.00 06/28/2016 609 - 49750- 425300 54092800 resale - lliquor 272.33 06/28/2016 609 - 49750- 425100 54092800 freight 10.49 06/28/2016 609 - 49750- 433300 94066300 resale - shot glasses 100.00 06/28/2016 609 - 49750- 425400 94066300 resale - olives 16.00 06/28/2016 609 - 49750- 425500 94066300 freight 0.53 06/28/2016 609 - 49750- 433300 Check Total: 1,917.47 Vendor: 1067 BERNICK'S Check Sequence: 9 134841 Resale - Pop, Water, Juice 624.50 06/28/2016 226 - 45127- 425410 136908 resale - soda pop 103.20 06/28/2016 609 - 49750- 425400 136908 resale -juice 32.80 06/28/2016 609 - 49750- 425500 136909 resale - beer 2,556.35 06/28/2016 609 - 49750- 425200 Check Total: 3,316.85 Vendor: 1075 BOND TRUST SERVICES CORPORATION Check Sequence: 10 31310 Agent Service GO Bonds Series 2007A 450.00 06/28/2016 313 - 47000 - 462010 31311 Agent Service GO Bonds Series 2011A 450.00 06/28/2016 312 - 47000 - 462010 Check Total: 900.00 Vendor: 2535 BORDER STATES ELECTRIC SUPPLY Check Sequence: 11 911355186 (2) 004301EBITD500F 321.78 06/28/2016 656- 49877 - 421990 911361969 (2) 004301EBITD1200F 682.61 06/28/2016 656- 49877 - 421990 911361970 (10) PEA - 001 -CZX- CZX- 02 -025F; (5) 10017; (5; 1,059.16 06/28/2016 656- 49877 - 421800 911376017 (2) 004301EBITD500E- shipping 52.03 06/28/2016 656- 49877 - 421990 911397568 (5000) ft 51- 240 -31 Gray Popbox; (72) orange n 951.58 06/28/2016 656- 49877 - 421990 Check Total: 3,067.16 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 1083 BRAUN INTERTEC CORPORATION Check Sequence: 12 B025193 12C003 CONSTR - Construction & Material Tc: 764.00 06/28/2016 602 - 00000 - 165010 Check Total: 764.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 13 1080483403 resale - wine 1,170.00 06/28/2016 609 - 49750- 425300 1080483403 resale - liquor 512.25 06/28/2016 609 - 49750- 425100 1080483403 freight 22.14 06/28/2016 609 - 49750- 433300 1080486739 resale - liquor 2,893.16 06/28/2016 609 - 49750- 425100 1080486739 resale - wine 192.50 06/28/2016 609 - 49750- 425300 1080486739 freight 33.42 06/28/2016 609 - 49750- 433300 1080486740 resale- wine 56.00 06/28/2016 609 - 49750- 425300 Check Total: 4,879.47 Vendor: 2047 BRIDGE WATER TELEPHONE COMPANY Check Sequence: 14 0665FNMT -16165 Voice - Monthly Access Charge Interstate - 6/13- 520.23 06/28/2016 656- 49879 - 430910 Check Total: 520.23 Vendor: 1791 BULLSEYE COLLECTION AGENCY INC Check Sequence: 15 05/31/2016 Bullseye May 2016 Net Due 20.99 06/28/2016 656- 49870 - 443980 Check Total: 20.99 Vendor: 1086 BURNHAM COMPANIES LLC Check Sequence: 16 4088 (20) yd. Mulch - p/u 6/13/16 400.00 06/28/2016 101 - 45201- 422500 Check Total: 400.00 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 17 2348 -OOIG 101 General - Code Enforcement - May 2016 211.53 06/28/2016 101 - 42400 - 430400 2348 -103G 105 FiberNet General - May 2016 1,950.00 06/28/2016 656- 49870 - 430400 Check Total: 2,161.53 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 18 12536 resale - wine 732.00 06/28/2016 609 - 49750- 425300 Check Total: 732.00 Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC Check Sequence: 19 375 -41 resale - beer 180.00 06/28/2016 609 - 49750- 425200 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Check Total: 180.00 Vendor: 2213 CBS TV STATIONS Check Sequence: 20 053116 WCCO May 2016 1,235.80 06/28/2016 656- 49879 - 430920 Check Total: 1,235.80 Vendor: 3593 CENTRAL LAND TITLE GUARANTEE CO. Check Sequence: 21 BCOL Phase IX Phase IX BCOL 201,646.26 06/28/2016 229 - 45202- 451020 Check Total: 201,646.26 Vendor: 3593 CENTRAL LAND TITLE GUARANTEE CO. Check Sequence: 22 BCOL Phase X Phase X BCOL 348,150.99 06/28/2016 229 - 45202- 451020 Check Total: 348,150.99 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 23 00943048 Bulk Carbon Dioxide (408 lbs) 107.60 06/28/2016 226 - 45122- 421600 00944797 Bulk Carbon Dioxide (451 lbs) 116.20 06/28/2016 226 - 45122- 421600 Check Total: 223.80 Vendor: 2654 CENTURYLINK Check Sequence: 24 R72010610616160 6/8- 7/7/2016- Private Lhie Transport mo. access 600.00 06/28/2016 656- 49879 - 430910 Check Total: 600.00 Vendor: 2654 CENTURYLINK Check Sequence: 25 L04003703716160 5/8- 6/7/2016- usage Local Interconnection Serv. 89.76 06/28/2016 656- 49879 - 430910 Check Total: 89.76 Vendor: 2654 CENTURYLINK Check Sequence: 26 R97006006016160 6/8- 7/7/2016- Private Line Transport mo. access; 144.84 06/28/2016 656- 49879 - 430910 Check Total: 144.84 Vendor: 4158 COMMERCIAL ASPHALT COMPANY Check Sequence: 27 160615 (37.66) tons Hotmix 1,980.91 06/28/2016 101 - 43120 - 422400 Check Total: 1,980.91 Vendor: 1120 CONCRETE PRODUCTS NEW LONDON Check Sequence: 28 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number 63599 ZPARKS- DOGPRK -(3) bags sand 59.97 06/28/2016 229 - 45202- 453010 63617 ZPARKS- DOGPRK- (3) oz. Hvy Duty Typar 151.20 06/28/2016 229 - 45202- 453010 Check Total: 211.17 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 29 127655 resale - beer 466.75 06/28/2016 609 - 49750- 425200 127731 resale - beer 33,303.69 06/28/2016 609 - 49750- 425200 127731 resale - beer n/a 76.45 06/28/2016 609 - 49750- 425400 127829 resale - beer 212.80 06/28/2016 609- 49750- 425200 127890 resale - beer credit -15.20 06/28/2016 609 - 49750- 425200 127947 resale - beer 993.05 06/28/2016 609 - 49750- 425200 128049 resale - beer credit - 180.00 06/28/2016 609 - 49750- 425200 128088 resale - beer 15,616.42 06/28/2016 60949750- 425200 128088 resale - beer n/a 225.25 06/28/2016 609 - 49750- 425400 128126 resale - beer 240.00 06/28/2016 609 - 49750- 425200 128163 resale - beer credit -33.40 06/28/2016 609 - 49750- 425200 Check Total: 50,905.81 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 30 366398 SWPPP Meeting Notice - Ad #561647 101.53 06/28/2016 101 - 41310 - 435100 366399 16C001 PRELIM -Bids Ad# 562131 286.13 06/28/2016 101 - 41910 - 431990 Check Total: 387.66 Vendor: 4114 STEPHANIE ELLINGSON Check Sequence: 31 6/17/2016 Farmers Market Token Collectoin Log - 6/2/16 40.00 06/28/2016 226 - 00000 - 220100 Check Total: 40.00 Vendor: 4239 ENVENTIS CORPORATION Check Sequence: 32 1219503- 06/2016 Consolidated Comm- June 2016 Gigabite Transp 7,648.39 06/28/2016 656- 49879 - 430930 Check Total: 7,648.39 Vendor: 1680 EPIC PRODUCTS INC Check Sequence: 33 0499125 resale - gift bags 138.00 06/28/2016 609- 49750- 425400 0499125 freight 40.50 06/28/2016 609 - 49750- 433300 Check Total: 178.50 Vendor: 2222 FOX SPORTS NET INC Check Sequence: 34 K70798 FSN May 2016 4,496.58 06/28/2016 656- 49879 - 430920 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Check Total: 4,496.58 Vendor: 2462 FOX TELEVISION STATIONS INC Check Sequence: 35 053116 KMSP May 2016 1,135.60 06/28/2016 656- 49879 - 430920 053116 -2 WFTC May 2016 200.40 06/28/2016 656- 49879 - 430920 Check Total: 1,336.00 Vendor: 4477 CHARLOTTE GABLER Check Sequence: 36 6/13/2016 Travel Expenses to Washington DC - CG 119.13 06/28/2016 101- 41110 - 433100 Check Total: 119.13 Vendor: 3748 JEFFREY D GARDNER Check Sequence: 37 6/17/2016 Farmers Market Token Collection Log - 6/2/16 16.00 06/28/2016 226 - 00000 - 220100 Check Total: 16.00 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 38 6/17/2016 Farmers Market Token Collection Log 6/2/16 20.00 06/28/2016 226 - 00000 - 220100 Check Total: 20.00 Vendor: 1206 GRAPE BEGINNINGS INC Check Sequence: 39 5491 resale - wine 456.00 06/28/2016 609 - 49750- 425300 5491 freight 6.75 06/28/2016 609 - 49750- 433300 Check Total: 462.75 Vendor: 1223 HAWKINS INC Check Sequence: 40 3894566 (13) CY chlorine; (3 63) ga. hydro. acid; (602) ga 8,884.62 06/28/2016 601 - 49440 - 421600 Check Total: 8,884.62 Vendor: 3739 LLOYD HILGART Check Sequence: 41 6/9/2016 Hotel Washington DC LH 889.78 06/28/2016 101 - 41110 - 433100 6/9/2016 Airfare to Washington DC LH 349.20 06/28/2016 101 - 41110 - 433100 Check Total: 1,238.98 Vendor: 4478 MEGAN HILLUKKA Check Sequence: 42 6/17/2016 Farmers Market Token Collection Log - 6/16/16 20.00 06/28/2016 226 - 00000 - 220100 Check Total: 20.00 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 4218 HOHENSTEINS, INC Check Sequence: 43 832524 resale - beer 297.00 06/28/2016 609 - 49750- 425200 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Check Total: 297.00 Vendor: 2305 HOME BOX OFFICE Check Sequence: 44 053116 HBO May 2016 106.34 06/28/2016 656- 49879 - 430920 053116 HBO Bulk May 2016 278.04 06/28/2016 656- 49879 - 430920 053116 Max May 2016 32.40 06/28/2016 656- 49879 - 430920 6FSG0343 Qtr Guides- June2016 30.00 06/28/2016 656- 49879 - 430920 Check Total: 446.78 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 45 160526060 Pool Chemicals 826.62 06/28/2016 226 - 45122- 421600 Check Total: 826.62 Vendor: 2214 HUBBARD BROADCASTING INC Check Sequence: 46 053116 KSTC May 2016 233.80 06/28/2016 656 - 49879- 430920 053116 -2 KSTP May 2016 1,503.00 06/28/2016 656- 49879 - 430920 Check Total: 1,736.80 Vendor: 3749 DANIEL PAUL HUNZ Check Sequence: 47 6/17/2016 Farmers Market Token Collection Log 6/2/16 40.00 06/28/2016 226- 00000 - 220100 Check Total: 40.00 Vendor: 3356 INDIAN ISLAND WINERY Check Sequence: 48 1121 resale - wine 370.08 06/28/2016 609 - 49750- 425300 Check Total: 370.08 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 49 2532262 resale - beer 2,628.01 06/28/2016 609 - 49750- 425200 2532262 resale - beer n/a 21.50 06/28/2016 609 - 49750- 425400 2532262 freight 3.00 06/28/2016 609 - 49750- 433300 2532298 resale - beer 875.35 06/28/2016 609 - 49750- 425200 2532298 freight 3.00 06/28/2016 609 - 49750- 433300 Check Total: 3,530.86 Vendor: 2018 JOHNS WELDING LLC Check Sequence: 50 2214 Bertram Lakes Photo Contest sign 195.00 06/28/2016 101 - 45201- 421650 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Check Total: 195.00 Vendor: 3855 JOANNE C JOHNSON Check Sequence: 51 6/15/2016 BLANDN - Billing Period June 2016 3,000.00 06/28/2016 656- 00000 - 220250 Check Total: 3,000.00 Vendor: 1263 JOHNSON BROS WHOLESALE LIQUOR Check Sequence: 52 5459528 resale - liquor 3,193.89 06/28/2016 609 - 49750- 425100 5459528 freight 36.70 06/28/2016 609 - 49750- 433300 5459529 freight 38.16 06/28/2016 609 - 49750- 433300 5459529 resale - wine 1,255.80 06/28/2016 609 - 49750- 425300 5459529 resale - mix 192.00 06/28/2016 609 - 49750- 425400 5461013 resale - wine 248.00 06/28/2016 609 - 49750- 425300 5461013 freight 14.40 06/28/2016 609 - 49750- 433300 5461014 resale - n/a beer 615.00 06/28/2016 609 - 49750- 425400 5462268 resale - liquor 4,398.26 06/28/2016 609 - 49750- 425100 5462268 freight 58.08 06/28/2016 609 - 49750- 433300 5462269 freight 10.08 06/28/2016 609 - 49750- 433300 5462269 resale- wine 307.50 06/28/2016 609 - 49750- 425300 5462270 resale- beer 123.00 06/28/2016 609 - 49750- 425200 5463833 freight 56.16 06/28/2016 609 - 49750- 433300 5463833 resale - liquor 5,126.67 06/28/2016 609 - 49750- 425100 5463834 resale - wine 1,672.30 06/28/2016 609 - 49750- 425300 5463834 resale - wine n/a 173.45 06/28/2016 609 - 49750- 425400 5463834 freight 59.04 06/28/2016 609 - 49750- 433300 5463835 resale - beer 43.98 06/28/2016 609 - 49750- 425200 5465275 resale - liquor 3,830.53 06/28/2016 609 - 49750- 425100 5465275 freight 42.35 06/28/2016 609 - 49750- 433300 5465276 freight 12.96 06/28/2016 609 - 49750- 433300 5465276 resale - wine 557.75 06/28/2016 609 - 49750- 425300 5465276 resale - wine n/a 39.95 06/28/2016 609 - 49750- 425400 5466909 resale - liquor 162.00 06/28/2016 609 - 49750- 425100 5466909 freight 1.44 06/28/2016 609 - 49750- 433300 5468023 resale - liquor 2,322.22 06/28/2016 609 - 49750- 425100 5468023 freight 25.92 06/28/2016 609- 49750- 433300 5468024 resale - wine 1,071.95 06/28/2016 609 - 49750- 425300 5468024 resale - mix 33.75 06/28/2016 609 - 49750- 425400 5468024 freight 33.12 06/28/2016 609 - 49750- 433300 5468025 resale - beer 698.75 06/28/2016 609- 49750- 425200 576721 resale - liquor credit inv. #5454546 - 184.25 06/28/2016 609 - 49750- 425100 576721 freight credit inv. #5454546 -2.88 06/28/2016 609 - 49750- 433300 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number 577426 resale - liquor credit inv. #5458180 -76.50 06/28/2016 609 - 49750- 425100 577426 freight credit inv. #5458180 -1.44 06/28/2016 609 - 49750- 433300 577427 freight credit inv. #5459528 -2.88 06/28/2016 609 - 49750- 433300 577427 resale - liquor credit inv. #5459528 - 218.99 06/28/2016 609 - 49750- 425100 577428 resale - wine credit -36.01 06/28/2016 609 - 49750- 425300 577429 resale - wine credit inv. #5431513 -96.00 06/28/2016 609 - 49750- 425300 577429 freight credit inv. #5431513 -1.44 06/28/2016 609 - 49750- 433300 577430 resale - liquor credit inv. #5458180 - 127.80 06/28/2016 609 - 49750- 425100 577430 resale - liquor credit inv. 45458180 -1.44 06/28/2016 609 - 49750- 425100 Check Total: 25,705.53 Vendor: 4264 LEEB UNDERGROUND, INC Check Sequence: 53 55 -0016 Buried Drops- (55) 237 E. Rvr St; (140) 1335 W 1,046.25 06/28/2016 65649877- 440100 Check Total: 1,046.25 Vendor: 4455 HALLIE LEFFINGWELL Check Sequence: 54 6/5/2016 Sub Taught Kickboxing 6/5/16 20.00 06/28/2016 226 - 45127- 430120 Check Total: 20.00 Vendor: 3933 CHARLES LONG Check Sequence: 55 6/17/2016 Farmers Market Token Collection Log 6/2/16 44.00 06/28/2016 226 - 00000 - 220100 Check Total: 44.00 Vendor: 1300 DOUGLAS WILLIAM LYSENG Check Sequence: 56 1342 Laptop for MR 1,368.74 06/28/2016 702 - 00000 - 424100 1343 Antivirus Software (101 licenses), HDMI Cable, 2,875.40 06/28/2016 702 - 00000 - 424100 1343 On Site Services (5/24- 6/16/16) 2,040.00 06/28/2016 702 - 00000 - 431990 1343 "utx" - On Site Services (5/24- 6/16/16) 510.00 06/28/2016 702 - 00000 - 431990 1344 Refurbished Computers (3) for Friendship Island 345.00 06/28/2016 226 - 45127- 421981 Check Total: 7,139.14 Vendor: 1303 M AMUNDSON LLP Check Sequence: 57 218686 resale - cigarettes; juice 1,059.71 06/28/2016 609- 49750- 425500 218686 resale - tobacco; soda pop; bottle wraps; cork scr 315.15 06/28/2016 609 - 49750- 425400 Check Total: 1,374.86 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 58 1318 Business Cards - RS 65.50 06/28/2016 101 - 42400 - 421990 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number 1318 Envelopes (5,000) 476.28 06/28/2016 101 - 41940 - 421990 Check Total: 541.78 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 59 488622 (764) gal. unleaded @ $2.04 1,558.87 06/28/2016 101 - 43120 - 421200 488628 (769) gal. diesel @ $2.11 1,623.29 06/28/2016 101 - 43120 - 421200 Check Total: 3,182.16 Vendor: 1308 MARCO INC Check Sequence: 60 306796467 6/10/16 - 7/10/16 Contract 5,078.52 06/28/2016 702 - 00000 - 441500 Check Total: 5,078.52 Vendor: 2215 METRO GOLDWYN MAYER INC Check Sequence: 61 053116 MGM May 2016 89.18 06/28/2016 656- 49879 - 430920 Check Total: 89.18 Vendor: 3671 MIDWAYFORD Check Sequence: 62 108216 2016 Ford F350 vin 1FTRF3B64GED01280- Pa 27,713.70 06/28/2016 703 - 00000 - 165010 108217 2016 Ford F350 vin 1FDRF3H6GED01282 27,864.60 06/28/2016 602 - 00000 - 165010 Check Total: 55,578.30 Vendor: 1330 CITY OF MINNEAPOLIS Check Sequence: 63 400451000226 (200) Transactions - May 2016 180.00 06/28/2016 101 - 42100 - 431990 Check Total: 180.00 Vendor: 1932 MIRACLE RECREATION EQUIPMENT CO Check Sequence: 64 775690 ZPARKS- PARWES - Tots Choice 3 Deck Syster. 10,912.60 06/28/2016 101 - 45201- 453010 Check Total: 10,912.60 Vendor: 2217 MLB NETWORK LLC AFFILIATE SALE Check Sequence: 65 065775 MLB May 2016 251.10 06/28/2016 656- 49879 - 430920 Check Total: 251.10 Vendor: 1341 MMKR Check Sequence: 66 40179 Progress Billing - Audit Services through 5/31/1, 4,500.00 06/28/2016 101 - 41540- 430100 Check Total: 4,500.00 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 1343 MN DEPT OF COMMERCE Check Sequence: 67 1000035000 #6726- Indirect Assmnt 1 st Qtr FY 2017 101.23 06/28/2016 656- 49870 - 443700 Check Total: 101.23 Vendor: 1370 MONTICELLO DEPUTY REG #002 Check Sequence: 68 1280 vin MN sales tax; Title; Reg 2016 Ford vin 1280 -Pai 1,850.84 06/28/2016 703 - 00000 - 165010 1282 vin MN sales tax; Title; Reg 2016 Ford vin 1282- Se 1,860.65 06/28/2016 602 - 00000 - 165010 Check Total: 3,711.49 Vendor: 4480 MONTICELLO HIGH SCHOOL TRACK TEA] Check Sequence: 69 06/22/16 Three Run Race Series Split w /HS Track Team 800.00 06/28/2016 226 - 00000 - 362300 Check Total: 800.00 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 70 June 2016 Monthly Allocation - June 2016 4,730.00 06/28/2016 101 - 45175- 444310 Check Total: 4,730.00 Vendor: 4479 KELLY C. MULHERN Check Sequence: 71 1000441 ZVERIZ- PLESCR- Badger State InspectionAntc 1,400.00 06/28/2016 101 - 00000 - 220110 Check Total: 1,400.00 Vendor: 2218 MUSIC CHOICE Check Sequence: 72 053116 Music Choice May 2016 318.93 06/28/2016 656- 49879 - 430920 Check Total: 318.93 Vendor: 1887 NENA Check Sequence: 73 8015 Co. ID Subscription- 7/1/16 - 6/30/17 access lin 250.00 06/28/2016 656- 49870 - 443700 Check Total: 250.00 Vendor: 2082 NEUSTAR INC Check Sequence: 74 M- 10845228 Acct. 19894 - May Local # Portability 120.00 06/28/2016 656- 49870 - 431990 Check Total: 120.00 Vendor: 2216 NHLNETWORK Check Sequence: 75 053116 NHL SD May 2016 200.88 06/28/2016 656- 49879 - 430920 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Amount Payment Date Acct Number LUU.86 Check Total: Vendor: 4368 OFFICE DEPOT INC 838410289001 (2) 24pk AA battery 844415585001 20 pk AA battery; 20pk battery quantum 844415722001 25pk pouch 06/28/2016 Check Total: Vendor: 1412 OMANN BROTHERS INC 12132 (5.03) AC fine mix 12138 (4.02) AC fine mix Check Total: Vendor: 2131 ONVOY LLC 160602008669 June 2016 A- links; 800 Dips 160602009113 June 2016 Wholesale Switching 160602009113 Fraud payment #8 of 9 06/28/2016 Check Total: Vendor: 1273 PAUSTIS & SONS WINE CO 8550516 -CM resale - wine credit 8551992 resale - wine 8551992 freight 609 - 49750- 425100 Check Total: Vendor: 1427 PHILLIPS WINE & SPIRITS CO 238439 resale - liquor credit inv. # 2973628 238942 resale - wine credit inv. # 2988626 238942 freight credit inv. # 2988626 2988625 resale - liquor 2988625 freight 2988626 freight 2988626 resale - wine 2988626 resale - wine n/a 2991604 resale - liquor 2991604 resale - liquor 2991605 resale - liquor 2991605 resale - wine 2991605 resale - wine n/a AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Amount Payment Date Acct Number LUU.86 Check Sequence: 76 36.98 06/28/2016 101 - 43110 - 421990 43.48 06/28/2016 101 - 43110- 421990 28.99 06/28/2016 101 - 43110 - 421990 1UYRJ Check Sequence: 77 321.92 06/28/2016 101 - 43120 - 422400 257.28 06/28/2016 101 - 43120 - 422400 J /Y.LV Check Sequence: 78 1,249.23 06/28/2016 656- 49879 - 430910 385.66 06/28/2016 656 - 49879 - 430910 2,072.47 06/28/2016 656- 00000 - 202010 3,707.36 Check Sequence: 79 -46.65 06/28/2016 609 - 49750- 425300 582.00 06/28/2016 609 - 49750- 425300 8.75 06/28/2016 609 - 49750- 433300 544.10 Check Sequence: 80 -19.88 06/28/2016 609 - 49750- 425100 - 220.00 06/28/2016 609 - 49750- 425300 -1.32 06/28/2016 609 - 49750- 433300 3,236.51 06/28/2016 609 - 49750- 425100 37.73 06/28/2016 609 - 49750- 433300 30.24 06/28/2016 609- 49750- 433300 1,460.00 06/28/2016 609 - 49750- 425300 64.00 06/28/2016 609 - 49750- 425400 2,386.21 06/28/2016 609 - 49750- 425100 23.04 06/28/2016 609 - 49750- 433300 51.84 06/28/2016 609 - 49750- 433300 1,576.50 06/28/2016 609 - 49750- 425300 22.00 06/28/2016 609 - 49750- 425400 Invoice No Description Amount Payment Date Acct Number 2992571 resale - liquor 1,327.44 06/28/2016 609 - 49750- 425100 2992571 freight 18.00 06/28/2016 609 - 49750- 433300 2992572 freight 27.36 06/28/2016 609 - 49750- 433300 2992572 resale - wine 1,201.50 06/28/2016 609 - 49750- 425300 2994468 resale - liquor 638.95 06/28/2016 609 - 49750- 425100 2994468 freight 4.32 06/28/2016 609 - 49750- 433300 Check Total: 11,864.44 Vendor: 4060 POP MEDIA NETWORKS, LLC POP MEDIA ( Check Sequence: 81 165425 POP May 2016 489.66 06/28/2016 656- 49879 - 430920 Check Total: 489.66 Vendor: 1455 RED'S MARATHON Check Sequence: 82 05/09/2016 battery - Parks 100.00 06/28/2016 101 - 45201- 422100 Check Total: 100.00 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 83 397623 Concession Resale - Nacho Cheese Sauce 72.18 06/28/2016 226 - 45127- 425410 398161 Freight 7.99 06/28/2016 226 - 45122- 433300 398161 Parties - Pizzas 133.15 06/28/2016 226 - 45127- 421460 398161 Resale Concessions: Chips, Juice, Hot Dogs, Stri 272.83 06/28/2016 226 - 45127- 425410 398386 FI: Apples Sauce, Cereal, Cereal Bars, Pudding ( 134.15 06/28/2016 226 - 45127- 421981 398976 FI- Graham Crackers 163.71 06/28/2016 226 - 45127- 421981 Check Total: 784.01 Vendor: 2602 RFD TV Check Sequence: 84 2249 -1207 RFD - TV May 2016 16.91 06/28/2016 656- 49879 - 430920 Check Total: 16.91 Vendor: 1474 PATRICIA A SALZWEDEL Check Sequence: 85 6/9/2016 Mileage Reimbursement May (320 miles) 172.80 06/28/2016 101 - 42700 - 433100 6/9/2016 Cleaning Supplies 149.14 06/28/2016 101 - 42700 - 433100 June 2nd Semi Monthly Contract Payment 1,593.75 06/28/2016 101 - 42700 - 431200 Check Total: 1,915.69 Vendor: 2443 SECURITAS SECURITY SERVICES USA INC Check Sequence: 86 W5252368 6/4/16 - Antony R2187 140.00 06/28/2016 226 - 45122- 431992 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Check Total: 140.00 434.20 Vendor: 2301 SHOWTIME NETWORKS INC 4474 SITE ONE LANDSCAPE SUPPLY Check Sequence: 87 201605- 40843608 Showtime May 2016 90.09 76299623 06/28/2016 656- 49879 - 430920 12x20xI4 Bk/Gn Jumbo; (3) 12xI8xI3 bk/Gn V Check Total: 90.09 06/28/2016 101 - 45201- 422510 Vendor: 1490 CYNTHIA R SIMPSON Check Total: 369.57 Check Sequence: 88 894145 June 2016 cleaning service- Fire Dept. 100.00 SOURCEONE SOLUTIONS LLC 06/28/2016 101 - 42200 - 431990 Check Total: 100.00 1414 Vendor: 2212 SINCLAIR TELEVISION GROUP INC 06/28/2016 Check Sequence: 89 053116 WUCW -TV 434.20 544.44 06/28/2016 656- 49879 - 430920 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Check Total: 434.20 Vendor: 4474 SITE ONE LANDSCAPE SUPPLY Check Sequence: 90 76299623 12x20xI4 Bk/Gn Jumbo; (3) 12xI8xI3 bk/Gn V 369.57 06/28/2016 101 - 45201- 422510 Check Total: 369.57 Vendor: 3688 SOURCEONE SOLUTIONS LLC Check Sequence: 91 1414 June 2016 billing (19) inserts; (100) print/fold 2,015.25 06/28/2016 656- 49870 - 431800 1414 June 2016 - postage 544.44 06/28/2016 656- 49870 - 432200 Check Total: 2,559.69 Vendor: 3309 SOUTHERN WINE & SPIRITS OF MINNESO' Check Sequence: 92 1417234 resale - liquor 1,650.38 06/28/2016 609 - 49750- 425100 1417234 freight 20.66 06/28/2016 609 - 49750- 433300 1417235 resale - mix 38.87 06/28/2016 609 - 49750- 425400 1417235 freight 1.40 06/28/2016 609 - 49750- 433300 1417236 freight 39.20 06/28/2016 609 - 49750- 433300 1417236 resale - wine 1,962.00 06/28/2016 609 - 49750- 425300 1419935 resale - liquor 1,554.85 06/28/2016 609 - 49750- 425100 1419935 freight 16.74 06/28/2016 609 - 49750- 433300 1419936 freight 18.20 06/28/2016 609 - 49750- 433300 1419936 resale - wine 850.40 06/28/2016 609 - 49750- 425300 Check Total: 6,152.70 Vendor: 2603 SPECIALTY TURF & AG, INC Check Sequence: 93 I45445 16C001- BCOL interim imprmnt -(10) 2.5 gal. G 585.00 06/28/2016 400 - 43300 - 459015 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number I45445 (4) gal. Pronto, Season -long Contl- Streets 194.89 06/28/2016 101 - 43120 - 422500 Check Total: 779.89 Vendor: 4413 SUNRAM CONSTRUCTION INC Check Sequence: 94 Voucher #2 15C003 - Pay Voucher #2 - Th 25 /7th St Intersec 15,200.00 06/28/2016 400 - 43300 - 459013 Check Total: 15,200.00 Vendor: 1518 TDS TELECOM Check Sequence: 95 665- 837 -0005 Voice - Non Published Number Charges 20.54 06/28/2016 702 - 00000 - 432100 665- 838 -0000 Voice - Non Published Number Charges 121.01 06/28/2016 702 - 00000 - 432100 763 - 271 -3230 TDS 100.96 06/28/2016 702 - 00000 - 432100 763 -271 -3257 TDS 91.00 06/28/2016 702 - 00000 - 432100 763 - 295 -2005 TDS 18.13 06/28/2016 702 - 00000 - 432100 763- 295 -3714 TDS 330.76 06/28/2016 702 - 00000 - 432100 763 - 295 -4054 TDS -16.78 06/28/2016 702 - 00000 - 432100 Check Total: 665.62 Vendor: 2251 TEGNA/GANNETT CO INC Check Sequence: 96 1075 -1077 Tegna May 2016 1,402.80 06/28/2016 656- 49879 - 430920 Check Total: 1,402.80 Vendor: 2555 TELCOM CONSTRUCTION Check Sequence: 97 MONT -001 Place 3" pipe 1,041.25 06/28/2016 101 - 43120 - 421530 MONT -002 ZPARKS- DOGPRK- place 2" pipe 1,750.00 06/28/2016 229 - 45202- 453010 Check Total: 2,791.25 Vendor: 3608 TELESPHERE SOFTWARE INC Check Sequence: 98 174281 June2016 CABS June2016 600.00 06/28/2016 656- 49870 - 431990 Check Total: 600.00 Vendor: 1522 THORPE DISTRIBUTING COMPANY Check Sequence: 99 1094205 resale - beer 14,017.22 06/28/2016 609 - 49750- 425200 1097191 resale - beer 33.00 06/28/2016 609 - 49750- 425200 1097191 resale - wine 25.10 06/28/2016 609 - 49750- 425300 1097192 resale - wine n/a 36.00 06/28/2016 609 - 49750- 425400 1097555 resale - beer 16,461.90 06/28/2016 609 - 49750- 425200 1100706 resale - beer 7,736.80 06/28/2016 609 - 49750- 425200 1100708 resale - wine 80.00 06/28/2016 609 - 49750- 425300 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number 1100709 resale - n/a beer 70.45 06/28/2016 609 - 49750- 425400 120161 resale - beer credit -24.30 06/28/2016 609 - 49750- 425200 Check Total: 38,436.17 Vendor: 2252 TOWER DISTRIBUTION COMPANY Check Sequence: 100 519481 WGN America May 2016 179.10 06/28/2016 656- 49879 - 430920 Check Total: 179.10 Vendor: 3594 TRIMARK Check Sequence: 101 2656260 resale- 83.72 06/28/2016 609 - 49750- 425400 2656260 asst. bags; coffee; tissues 339.86 06/28/2016 609 - 49754- 421990 Check Total: 423.58 Vendor: 1544 US POSTAL SERVICE Check Sequence: 102 6/9/2016 PI 42 - UB Qtr 1 Delinquent UB Billing (933 pc: 205.86 06/28/2016 601 - 49440 - 432200 6/9/2016 PI 42 - UB Qtr 1 Delinquent UB Billing (933 pc: 205.86 06/28/2016 602 - 49490 - 432200 Check Total: 411.72 Vendor: 4441 VALLEY PAVING INC Check Sequence: 103 6/20/2016 l 00009 - Pay Voucher #2 - CSAH 75/TH 25 Intl 271,165.21 06/28/2016 400 - 43300 - 459010 Check Total: 271,165.21 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 104 1748057 resale - credit tonic -4.14 06/28/2016 609 - 49750- 425400 1748058 resale - soda pop 352.50 06/28/2016 609 - 49750- 425400 Check Total: 348.36 Vendor: 1684 VINOCOPIA Check Sequence: 105 0153778 resale - liquor 199.67 06/28/2016 609 - 49750- 425100 0153778 resale- wine 68.00 06/28/2016 609- 49750- 425300 0153778 resale - wine n/a 120.00 06/28/2016 609 - 49750- 425400 0153778 freight 20.00 06/28/2016 609 - 49750- 433300 0154302 resale - liquor 450.00 06/28/2016 609 - 49750- 425100 0154302 resale- wine 128.00 06/28/2016 609 - 49750- 425300 0154302 freight 14.00 06/28/2016 609 - 49750- 433300 0154304 freight 5.00 06/28/2016 609 - 49750- 433300 0154304 resale - liquor 225.50 06/28/2016 609 - 49750- 425100 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number Check Total: 1,230.17 Vendor: 3446 WARNING LITES OF MN INC Check Sequence: 106 156293 (100) Traffic Cones 1,299.00 06/28/2016 101 - 43120 - 422600 Check Total: 1,299.00 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 107 5593 Water Testing May 2016 192.00 06/28/2016 601 - 49440 - 422740 Check Total: 192.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 108 7823 Materials - Heavy Duty Fan Speed Control (1) 110.00 06/28/2016 226 - 45122- 440440 7823 Labor - Replace Heavy Duty Fan Speed Control 70.00 06/28/2016 226 - 45122- 440440 7834 Material - Lion's paying- wiring stove Pioneer PI 164.55 06/28/2016 101 - 45201- 431990 7834 Labor - Lion's paying- wiring stove Pioneer Pk 175.00 06/28/2016 101 - 45201- 431990 7834 Inspection- Lion's paying- wiring stove Pioneer 1 40.00 06/28/2016 101 - 45201- 431990 Check Total: 559.55 Vendor: 1568 WEST SHERBURNE TRIBUNE Check Sequence: 109 074829 30% off Wine Sale- 5/14; 5/21 531.00 06/28/2016 609 - 49754- 434990 Check Total: 531.00 Vendor: 4215 WILD MOUNTAIN WINERY, INC. Check Sequence: 110 1386 resale - wine 114.00 06/28/2016 609 - 49750- 425300 Check Total: 114.00 Vendor: 1572 THE WINE COMPANY Check Sequence: 111 427706 freight 8.25 06/28/2016 609 - 49750- 433300 427706 resale - wine 280.00 06/28/2016 609 - 49750- 425300 428420 resale - wine 1,864.00 06/28/2016 609- 49750- 425300 428420 freight 29.70 06/28/2016 609 - 49750- 433300 Check Total: 2,181.95 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 112 7086165 resale - wine 173.00 06/28/2016 609 - 49750 - 425300 7086165 freight 2.88 06/28/2016 609 - 49750- 433300 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number Check Total: 175.88 Vendor: 2219 WORLD FISHING NETWORK LTD Check Sequence: 113 624 -1012 World Fishing May 2016 19.95 06/28/2016 656- 49879 - 430920 Check Total: 19.95 Vendor: 1577 WRIGHT CO AUDITOR -TREAS - ACH Check Sequence: 114 6/14/2016 Court Fines & Fees for May 2016 3,606.85 06/28/2016 101 - 42100 - 430410 Check Total: 3,606.85 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 115 201600000046 Barrow - Driveway Permit - A 1313448 46.00 06/28/2016 101 - 43111- 443990 Check Total: 46.00 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 116 01160-61179 Traffic Engineering Services - April 2016 2,033.00 06/28/2016 101 - 43111- 430300 01494 -480 45 ZRCFOS - Fallon Overpass Prelim Design Phasf 158.00 06/28/2016 101 - 43111 - 430300 01494 -700 35 General WWTP Phase 4 - April 2016 168.00 06/28/2016 602 - 49480 - 430300 01494 -720 34 Economic Development & Market Matching - A 4,000.00 06/28/2016 213 - 46301 - 431990 01494 -780 20 MS4 /SWPPP Services Phase 4 - April 2016 882.00 06/28/2016 101 - 43111- 430300 01494 -800 28 100009 - CSAH75/TH 25 Intersection Improver 39,669.50 06/28/2016 400 - 43300 - 459010 01494 -880 22 Wellhead Protection Plan Amendment Phase 2 - 588.00 06/28/2016 601 - 49440- 430300 01494 -940 15 BLK034 - Environmental Docs - April 2016 392.00 06/28/2016 213- 46301- 431990 01494 -950 20 14C002 - Phosphorus Construction Admin Phase 8,173.25 06/28/2016 602 - 00000 - 165010 01494 -950 20 14C002 - Digester Construction Admin Phase 8 - 2,852.25 06/28/2016 602 - 00000 - 165010 01494 -960 17 14C003 - School Blvd Overlay & Trail Improver 247.50 06/28/2016 400 - 43300 - 453010 01627-9908 15C002 - 95th St NE Extension - April 2016 3,691.00 06/28/2016 400 - 43300 - 459012 02596 -010 16 2016 General Engineering Services Phase 3 - Ap 2,583.34 06/28/2016 101 - 43111- 430300 02596 -010 16 2016 General Engineering Services Phase 3 - Ap 2,583.33 06/28/2016 601 - 49440 - 430300 02596 -010 16 2016 General Engineering Services Phase 3 - Ap 2,583.33 06/28/2016 602- 49490 - 430300 02596 -010 16 2016 General Engineering Services Phase 4 - Ap 980.00 06/28/2016 213 - 46301- 430300 02596-0308 Maps- April 2016 111.00 06/28/2016 101 - 43111- 430300 02596 -040 15 GIS Support Sevices - April 2016 292.00 06/28/2016 702 - 00000 - 431990 02596 -100 11 15C001 CONSTR - 2016 Street Reconst Proj Ph 32,512.00 06/28/2016 400 - 43300 - 459011 02596 -110 10 ZZBCOL MASTER - BCOL Athletic Complex 1 6,630.75 06/28/2016 229 - 45202- 431990 02596-1405 15C003 - 7th Street Retaining Wall - April 2016 2,653.15 06/28/2016 400 - 43300 - 459013 02596-1504 2016 WCA Services - April 2016 208.25 06/28/2016 101 - 43111- 430300 02596-1604 15C004 CONSTR - 7th St/TH 25 Intersection In 8,598.50 06/28/2016 400 - 43300 - 459014 02596-1803 ZZBCOL MASTER - Xcel Ballfield Lawcon Co 1,440.50 06/28/2016 229 - 45202- 431990 02596-1902 ZVERIZ - Verizon Water Tower Plan Review -.0 1,985.50 06/28/2016 101 - 00000 - 220110 AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) Invoice No Description Amount Payment Date Acct Number 02596-2003 ZMSPUD - Landmark II (West 3rd Bldg) Plan R 73.50 06/28/2016 101 - 00000 - 220110 02596-2102 ZASPEN - Aspen Dental Plan Review - April A 220.50 06/28/2016 101 - 00000 - 220110 02596-2201 ZMISMS - Middle School Expansion - April 201 367.50 06/28/2016 101 - 00000 - 220110 02596-2301 ZMISPW - Pinewood Elementary Parking Expar 1,559.75 06/28/2016 101 - 00000 - 220110 Check Total: 128,237.40 Vendor: 1907 XO COMMUNICATIONS LLC Check Sequence: 117 0282967392 data & interact access 6/1- 30/2016 2,010.75 06/28/2016 656- 49879 - 430930 0283053720 data & intemet access 6/1- 30/2016 5,491.63 06/28/2016 656- 49879- 430930 Check Total: 7,502.38 Total for Check Run: 1,308,108.63 Total of Number of Checks: 117 The preceding list of bills payables was reviewed and approved for payment. Date: 6/27/16 Approved by: Mayor Brian Stumpf AP- Computer Check Proof List by Vendor (06/22/2016 - 1:39 PM) City Council Agenda: 6/27/16 2B. Consideration of approving new hires and departures for City departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring /departure of all listed employees including part-time and seasonal workers. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire /departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires /departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new /terminated employees NEW EMPLOYEES Name Title Department Hire Date Class Alicia Schultz Childcare Attendant MCC 6/9/2016 PT Roland Troup Slide Attendant MCC 6/14/2016 PT Jared Castillo Climbing Wall Attendant MCC 6/23/2016 PT TERMINATING EMPLOYEES Name Reason Department Last Day Class Payton Hanson Voluntary MCC 4/30/16 PT Morgan Zimmerman Voluntary MCC 5/31/16 PT New Hire and Terms City Council 2016: 6/21/2016 City Council Agenda: 06/27/16 2C. Consideration of approving the sale or disposal of surplus City property (WO) There is no report this City Council cycle. City Council Agenda: 6/27//16 2D. Consideration to approve Resolution 2016 -037 approving donations from various sponsors for Walk N Roll Bike Sponsors, Farmer's Market Power of Produce and a General Facility donation.(KB) A. REFERENCE AND BACKGROUND: The Council is being asked to approve the donations /sponsorships for the Walk N Roll, Farmer's Market and a general facility for a total amount of $1,075. The community center plans the Walk n Roll event which was Saturday, June 1 lth. We have received donations /sponsorships for bikes which are given away on the day of the event. The event attendance was a little low due to the heat and humidity. We had approximately 800 people attend and as usual the bike giveaway is very popular. The sponsors were H Brothers Painting, Inc for $500 and Kjellberg Carpet One for $125. The Farmer's Market participates in a program called the Power of Produce (PoP). This is a program that encourages children to eat healthy by providing tokens to use to buy produce from the local Farmer's Market. The sponsors offset the cost of the tokens for the kids and then to reimburse the vendors for the produce bought with the tokens. Our sponsors for this program is Cargill Value Added Protein/Sunny Fresh for $250. Finally we had a gentleman who has used the Community Center walking track, which is a free amenity, for many years. He wanted to make a donation to the Community Center as a thank you for his ability to use the track. The donor is Bob Swenson of Becker for $200. As required by state statute, if the City accepts the donation of funds, the City Council needs to adopt a resolution specifying the amount of the donation and its use. Al. Budget Impact: The donation/sponsorship will pay for expenses for the Farmer's Market entertainment and advertising as well as the costs of the PoP program. It will also cover the cost to purchase the bikes that will be given away at Walk n Roll. The general facility donation will be used for an improvement on the walking track or fitness center. A2. Staff Workload Impact: Staff will do the work to put on both of these events. Our sponsors will be recognized in all our advertisement and banners. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2016 -037 approving the contribution and authorize use of funds as specified. 2. Motion to deny the contribution and return the funds to the donors. City Council Agenda: 6/27//16 C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contributions. D. SUPPORTING DATA: • Resolution 2016 -037 City of Monticello RESOLUTION NO. 2016-037 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 H. Brothers Painting, Inc Cash Contribution $500 Kjellberg Carpet One Cash Contribution $125 Cargill Value Added Protein/Sunny Fresh Cash Contributions $250 Bob Swenson, Becker Cash Contributions $200 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE /AMOUNT H. Brothers Painting, Inc Walk N Roll Bike Sponsor Kjellberg Carpet One Walk N Roll Bike Sponsor Cargill Value Added Protein/Sunny Fresh Farmer's Market Power of Produce Bob Swenson, Becker General Facility/Walking Track Adopted by the City Council of Monticello this 27th day of June, 2016. Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda — 06/27/16 2E. Consideration to approve appointment to IEDC W) A. REFERENCE AND BACKGROUND: Per the IEDC's Organizational and Membership Guidelines, members approved for appointment to the IEDC are to be ratified by the City Council. Recently, Timothy O'Conner, Xcel Energy, indicated that he would be unable to continue serving on the IEDC due to his work schedule and logistical issues of constant travel and remote office location. The IEDC acted to accept his resignation at the June 7, 2016 meeting. They likewise acted to appoint Mr. Pete Gardner as a replacement member on the IEDC. Mr. Gardner is the Site Vice President of the Monticello Nuclear Plant. Al. STAFF IMPACT: There is a minimal staff impact in considering approving the appointment of Mr. Gardner as a replacement member on the IEDC in the spot formerly held by Mr. O'Conner. The staff time consists of researching the IEDC Organizational and Membership Guidelines and preparing the reports for the IEDC review and action and the City Council ratification consideration. A2. BUDGET IMPACT: There is no budgetary impact from the consideration of appointing Pete Gardner to the IEDC. The membership will remain at its active level of 14 participants with his appointment. The members do not receive a stipend for serving on the IEDC. B. ALTERNATIVE ACTIONS: 1. Motion to approve the appointment of Pete Gardner, Xcel Energy, to the IEDC. 2. Motion to Table or Deny approving the appointment of Pete Gardner to the IEDC C. STAFF RECOMMENDATION: Staff recommends approving the appointment of Pete Gardner, Xcel Energy, to the IEDC maintaining the membership at 14 members. D. SUPPORTING DATA: • IEDC Organizational and Membership Guidelines (see Section VII) • Email from Timothy O'Conner requesting Pete Gardner be appointed to IEDC • Draft 6 -7 -16 IEDC Meeting Minutes with Motion appointing Pete Gardner to IEDC MONTICELLO INDUSTRIAL & ECONOMIC DEVELOPMENT COMMITTEE (IEDC) ORGANIZATIONAL AND MEMBERSHIP GUIDELINES I. lI III Meeting Time and Place: Regular meetings are held the first Tuesday of each month at 7:00 a.m. at the Monticello Community Center. Special meetings may be called by the Chair. Mission Statement and Objectives: As written and adopted by the Monticello IEDC in the Annual Action Statement. Committee Size: While there is no set or definite size established, it is generally understood that the committee will not exceed 16 -18 members. IV. Make -up of the Committee: Committee members must either work or reside in the community of greater Monticello. Individuals who are involved in an occupation or profession that provides services to the community of Monticello but is not headquartered within the community may also serve as members of the committee. Standing Committee Members: The City Council shall appoint the Mayor and a Council Member to the IEDC as non - voting members. The Board of Directors of the Monticello Chamber of Commerce & Industry shall appoint a voting member to the IEDC. These members shall be considered in committee size. City Staff Members: Non- voting Administrator of the City of Monticello Economic Development Manager of the City of Monticello (serves as the EDA Executive Director) Community Development Director of the City of Monticello (in the absence of the Economic Development Manager) V. Officers: The Chair, the Vice Chair, and the Secretary shall be appointed annually at the January meeting. Length of office term shall not exceed three consecutive years. Minutes of each meeting are the responsibility of the Secretary. Committee correspondence is the responsibility of the Economic Development Manager. VI. Length of Membership Tern: Members shall serve for d-zl ee year terms on a tluee year rotating basis so that approximately one -third of the membership expires each year. Individuals wishing to continue serving on the committee may so indicate prior to the expiration of their term. Any member wishing to relinquish his /her position on the IEDC may do so by submitting a letter of resignation. 2016IEDCORG &GUIDELINES IEDC ORGANIZATIONAL /MEMBERSHIP GUIDELINES PAGE 2 VII. Filling a Vacant Position: A list of potential committee members shall be kept by the Executive Director. The IEDC must recommend approval of new members by a majority vote. The City Council must ratify the appointment of new members to the IEDC. VIII. Membership Attendance: In order to make a positive contribution to the committee, each member is expected to attend at least 75% of the meetings in any given year. A year is defined as beginning on the 1 st of January and ending the 31 th of December. Amended: 01/05/16 20161EDCORG &GUDELINES Archived: Wednesday, May 11, 2016 9:25:08 AM From: O'Connor, Timothy J. (SrVP & CNO) Sent: Monday, May 9, 2016 8:26:00 AM To: Angela Schumann Subject: Change in membership request Importance: Normal Angela, I am formally requesting to be removed from the IDEC committee of Monticello. My constant travel for Xcel and work location of downtown Minneapolis make it difficult for me to continue in an adequate or valuable position of service to you and the other members. Therefore I request removal from the committee. I would ask that you and the committee consider Mr. Pete Gardner, who is the Site Vice President of the Monticello Nuclear Plant, be considered as a replacement for me. It is essential that Xcel participate where it can to assist communities we operate in and live in. I had previously indicated that I would be happy to speak to the committee about the Twin cities review and direction of nuclear in Xcel. I think it is important that city of Monticello understand the pressures and opportunities that exits for improved engagement to keep the economic viability of the Monticello plant alive and its existence in the town of Monticello. Thank you for your consideration. Timothy J O'Connor MINUTES INDUSTRIAL & ECONOMIC DEVELOPMENT COMMITTEE (IEDC) Tuesday, June 7, 2016 — 7:00 a.m., Boom Island Room, Monticello Community Center Present: Steve Johnson, Joni Pawelk, Luke Dahlheimer, Dick Van Allen, Jim Johnson, Don Roberts, Darek Vetsch, Don Tomann, 011ie Koropchak- White, Jason Kisner, Mari Lou McCormic, Andrew Tapper Absent: Wayne Elam, Timothy O'Conner Other: Jeff O'Neill, Jim Thares, Brian Stumpf, Lloyd Hilgart, Marcy Anderson, Dave Tombers, Duane Northhagen, Tim Hennagir 1. Call to Order Steve Johnson called the meeting to order at 7 a.m. 2. Approve Minutes DICK VAN ALLEN MOVED TO APPROVE THE MINUTES OF THE MAY 3, 2015 IEDC MEETING. OLLIE KOROPCHAK -WHITE SECONDED THE MOTION. MOTION CARRIED 12 -0. 4. Consideration of adding items to the agenda None 5. Reports *40F,�' a. Economic Development: Staff provided updates related to Kerry Burri's resignation, replacement process and timeline. The Dahlheimer expansion was also reviewed. The expansion is an approximately 97,100 sq. ft. +/- addition to the warehouse and will help accommodate ongoing growth and add another five positions to the firm. The results of the Block 34 environmental study were also reviewed. There are not any significant findings of contamination; mainly related to upper levels of soil that will need to be removed when development eventually occurs. Steve Johnson added comments about the EDA visioning meeting held on June 2, 2016. Focusing on the downtown redevelopment is the main objective with industrial growth and recruitment the second priority and housing goals involving new life cycle product and revitalization being the third area of focus. b. City Council: Jeff O'Neill updated members on the Fallon Avenue overpass progress. He also provided an update on the City street construction projects occurring in the City. Staff and Council representatives responded to questions. c. Chamber of Commerce & Industry: Marcy Anderson offered a large thank you to those who participated in the Chamber Golf Tournament. It was a success. 5. Consideration of requested change in membership IEDC Minutes: 1/05/16 It was noted that Timothy O'Conner, Xcel Energy, has asked to be replaced on the IEDC by Pete Gardener, Xcel Energy. DEREK VETSCH MOVED TO ACCEPT TIMOTHY O'CONNER'S RESIGNATION FROM THE IEDC. DON ROBERTS SECONDED THE MOTION. MOTION CARRIED 12 -0. DEREK VETSCH MOVED TO APPOINT PETE GARDNER, XCEL ENERGY, TO THE IEDC. DICK VAN ALLEN SECONDED THE MOTION. MOTION CARRIED 12 -0. 6. Consideration of an update regarding 2016 City Construction Proiects Jeff O'Neill updated members on a large feedlot that is proposed near the City of Monticello. There is a public hearing coming up at Wright County. It seems as though it will be of little impact to the City because of the distance it is located from the corporate boundaries. 7. Table Topic — Monticello School District Development Proiects: Jim Johnson, Sup't., reported on the myriad projects and the timeline of each one involving improvements at multiple school buildings in the community. The members voiced support for the school district projects. JOANIE PAWELK MOVED TO OFFER IEDC SUPPORT TO THE PINEWOOD ELEMENTARY SCHOOL IMPROVEMENT PROJECT. DICK VAN ALLEN SECONDED THE MOTION. MOTION CARRIED 12 -0. 8. Consideration of a report from business and industry 011ie Koropchak -White gave a quick update and invite to the other members to partake in a tour of the Monticello Centra -Care Hospital at 7:00 a.m. on June 23. Joanie Pawelk also updated members on the upcoming improvements to the Same Day Surgical facilities at the Hospital. 9. Adjournment DEREK VETSCH MOVED TO ADJOURN AT 7:47 A.M. DICK VAN ALLEN SECONDED THE MOTION. MOTOIN CARRIED 12 -0. Recorder: Beth Green_ Approved: June 7, 2016 Attest: Jim Thares, Economic Development Manager 2 City Council Agenda: 06/27/16 2F. Consideration to adopt Resolution 2016 -038 appointing election iudges to serve for the 2016 elections, including judges for the Absentee Ballot Board and Health Care Facility voting (JS) A. REFERENCE AND BACKGROUND: Minnesota Statutes Chapter 204B.21 requires cities to appoint election judges to serve at primary and general elections and on the Absentee Ballot Board. A Head Election judge should also be designated as part of the appointment. The appointment of these judges is contingent upon them completing the necessary training, which is required every two years with training sessions taking place in June and July. We are pleased to report that we have about 40 people that indicated an interest in being an election judge and have completed an application. This list includes people that signed up at caucuses and were provided to us from the County. We request that Council approve all of the names on the list to serve as election judges for 2016. We also ask that Roseanne Duran be appointed as Head Election Judge for the 2016 elections. We anticipate needing additional judges for the General election and are recruiting other candidates to serve as election judges, which will be presented for approval at a later date. Several members of city staff will again be assisting with the absentee voting process and are also trained as election judges. With the change in the absentee voting process, which no longer requires a reason for voting prior to election day, we anticipate a greater number of voters that opt to vote absentee. We are working on processes to make this as efficient as possible. When an absentee ballot application is received, city staff would be responsible for entering the information into the electronic State Voter Registration System (SVRS), printing off labels, and assembling a ballot packet. City staff also receives the completed ballot packets when they are returned, which are then turned over to the Absentee Ballot Board for approval or rejection, as required by election law. The recommended Absentee Ballot Board judges are highlighted on the list of judges. We request that Council appoint these people as members of the Absentee Ballot Board for both the primary and general elections. Additionally, unregistered voters are able to register electronically through the Secretary of State's website. We will be making this available on our public computer at city hall for residents that walk in and wish to register to vote. They can also pick up a paper voter registration form at city hall. Al. Budget Impact: Election judge compensation is included in the 2016 budget. A2. Staff Workload Impact: The City Clerk and Administrative Assistant will be involved with elections to a greater degree than other staff. As it gets closer to the Primary and General Election days, it is anticipated that more time will be spent City Council Agenda: 06/27/16 on elections, including some overtime. It should be noted that State Election Laws mandate certain hours for absentee and regular voting, some of which fall outside of regular city work hours. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2016 -038 appointing the 2016 election judges as recommended. 2. Motion of other. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. In order to conduct elections in the manner prescribed by law, it is recommended to have an ample supply of election judges and the availability of city staff to assist as needed. Council support of this decision will help ensure an efficient and effective election process. D. SUPPORTING DATA: • Draft Resolution 2016 -038 • Judge List CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-038 RESOLUTION ADOPTING ELECTION JUDGES AND APPOINTING ABSENTEE BALLOT BOARD JUDGES FOR THE AUGUST 9, 2016 PRIMARY ELECTION WHEREAS, the City Council of the City of Monticello is required by MS 20413.2 1, Sec. 2, to officially approve the appointment of election judges and absentee ballot board members; and WHEREAS, the Monticello City Council hereby adopts the judges listed on the attached Exhibit A, hereto attached, as the official judges for the August 9, 2016 Primary Election with the understanding that amendments may be necessary to the appointments in order to fill vacancies and meet party requirements. NOW, THEREFORE, BE IT RESOL VED, by the City Council of Monticello that the names listed on Exhibit A, hereto attached, are the official Election Judges and that the names on Exhibit A that are highlighted are the official Absentee Ballot Board members for the City of Monticello for the August 9, 2016 Primary Election. ADOPTED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO ON THIS 27TH DAY OF JUNE, 2016. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator ELECTION JUDGES - 2016 as of June 22, 2016 (Absentee Board hiqhliqhted) name address Role Cindy Anderson Monticello Judge Fred Anderson Monticello Judge Marge Arndt Monticello Judge Gloria Balfanz Monticello Jud e Barb Berndtson Monticello Judge Gladys Bitzer Monticello Judge Linda Buchmann Monticello Lead Judge Karleen Coalwell Monticello Lead Judge Deb Cole Staff /Jud e Rosemary Dahl Monticello Judge Agnes DeMarais Monticello Judge Janet Doucette Monticello Judge Roseanne Duran Monticello Head Judge Keri Erickson Monticello Judge William Fair Monticello Judge Dorothy Frid en Monticello Judge Mark Gilberts Monticello Judge Jacquelin Gordon Monticello Judge Matt Griswold Monticello Judge Beth Green Staff/Judge Renee Hitter Monticello Lead Judge Bill Hoffarth Monticello Judge Darla Hoskins Monticello Jude Alternate Lois Holtberg Monticello Judge Vicki Leerhoff Staff/Judge Kathleen Moll Monticello Judge Judy Moody Monticello Judge Ruth Morgan Monticello Judge Frank Opay Monticello Judge Denise Ordonez Monticello Jude Alternate Diane Peters Monticello Judge Dick Quick Monticello Judge Sarah Rathlisber er Staff/Judge Mary Rausch Monticello Judge Sylvia Rieter Monticello Judge AI ssa Rhoades Monticello Lead Judge James Sanborn Monticello Judge Michael Schmidt Monticello Judge Jennifer Schreiber Staff/Judge Elizabeth Seitch -Sell Monticello Jude Alternate Cathy Shuman Monticello Lead Judge Jeanette Smith Monticello Judge Shari Snyder Big Lake Judge Darlene Solberg Monticello Judge Jim Stevenson Monticello Judge Patricia Sonju Thielman Monticello Judge Theresa Willenbring Monticello Judge Council Agenda: 06/27/16 2G. Consideration of a adopting Resolution 2016 -039 establishing an Absentee Ballot Board for the 2016 Elections (JS) A. REFERENCE AND BACKGROUND: Minnesota State Statue 203B.121 requires the City to establish an Absentee Ballot Board by resolution, if they are conducting absentee voting in the municipality. The main function of the Absentee Ballot Board is to process and accept or reject absentee ballots. This is handled by City Staff (trained as election judges) and appointed election judges and must be completed according to election rules. The absentee ballot voting period runs for 46 days prior to Election Day for both the primary and general elections. Absentee voting for the Primary runs from June 24th to August 9th, and for the General election from September 23rd to November 8th. The City Clerk has been designated to serve as administrator of the absentee voting process under the direction of Wright County Auditor's Office. Al. Budtet Impact: Personnel costs incorporated into the 2016 budget. A2. Staff Impact: The absentee voting process will involve the City Clerk and three City Hall employees. All other assistance is provided by city residents that serve as election judges. Appointment of election judges is covered in a separate agenda item. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2016 -039 establishing an Absentee Ballot Board for the 2016 elections. 2. Motion of other. C. STAFF RECOMMENDATION: Staff recommends Alternative #l. D. SUPPORTING DATA: • Resolution 2016 -039 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-039 ESTABLISHING AN ABSENTEE BALLOT BOARD FOR THE 2016 ELECTIONS WHEREAS, Minnesota State Statutes Chapter 203B.121 provides authority to a municipality to establish an Absentee Ballot Board in accordance with the provisions of the law; and WHEREAS, an Absentee Ballot Board will allow election judges to perform the task of administering absentee voting as described in Minnesota Election Laws, starting 46 days prior to the Primary and General elections; and WHEREAS, the City will have the necessary equipment, training and other resources in place to administer absentee voting as prescribed by the Minnesota Secretary of State's office; NOW THEREFORE, BE IT HEREBYRESOLVED BY THE MONTICELLO CITY COUNCIL, that an Absentee Ballot Board be established for the purpose of administering the absentee voting process, as provided for by law. ADOPTED BY the Monticello City Council this 27th day of June, 2016. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator CERTIFICATION STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of Resolution 2016 -039 duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on June 27, 2016, and recorded in minutes of said meeting. Jennifer Schreiber, City Clerk Notary Public: Date: (STAMP) City Council Agenda: 06/27/2016 2H. Consideration to approve purchase of selected existing copiers on expiring leases and purchase one new black and white copier for City Hall (WO) A. REFERENCE AND BACKGROUND: The city leases 8 copiers and 6 printers from Marco at $5,078 monthly /$60,936 annually. On July 10, 2016, the 5 -year lease on 6 copiers expires. Including service and supplies (maintenance), the monthly lease payments on the expiring copiers is $3,100 ($37,200, annually). The leases on the other two copiers expire in 2017 and 2018. Staff does not believe it is prudent to continue the leasing model or to replace all the copiers at once. All the copiers on expiring leases have a buyout option ranging from $2,250 to $3,750. Consequently, staff desires to replace one copier - -the 85 page -per- minute (PPM) black and white copier in the supply room that has a $3,750 buyout option. The cost of the new 45 PPM black and white copier is $5,431. Besides lowering the city's annual copying costs, the city gets the latest options on new copiers as they replace the old copiers. Staff intends to swap the FiberNet copier with community center copier, which has run 600,000+ more copies. Both copiers are the exact model. The city will only pay maintenance fees on the FiberNet copier until its fate is determined. There is also a 31 PPM color copier at the headend building, which can be relocated as needed. Copier maintenance is charged at 1.2463 cents per black and white copy and 6.776 cents per color copy. The city's printers and copiers produce about 600,000 black and white pages and 200,000 color pages every year. Marco is a vendor under the state contract. The Konica product is not a contract listed item. However, Marco and Konica are part of another purchasing cooperative organized under MN §471.345 subd.l5(b). Nonetheless, staff asked for quotes from two other vendors and none were received at the time of this staff report. Al. Budget Impact: Significant. See the attached. The buyout of four copiers is $9,750. The purchase of one B/W copier is $5,431. First year savings after purchase and buyouts is estimated above $12,000. A2. Staff Workload Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to approve purchase of selected existing copiers and purchase one new black and white copier. 2. Motion to not approve. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Schedule Comparing Current and Future Costs • Marco Proposal Schedule comparing current and future costs 6/21/2015 Month Annual Current Lease payment* $ 5,078 $ 60,936 Future Remaining leases* $ Service and supply contract $ Printers $ Total $ 2,736 $ 32,832 Current leases minus future arrangement $ 28,104 Copier buyouts $ (9,750) New copier $ (5,431) First year difference $ 12,923 * Includes service and supplies. See Supplemental schedule at bottom. 1,771 $ 21,252 774 $ 9,288 191 $ 2,292 Schedule of service and supply costs (reference period 7/2014 - 6/2015): Copiers Printers Black & white copies 505,634 84,029 Per copy charge $ 0.01246 $ 0.02021 Color copies Per copy charge Total service and supply $ 6,302 $ 1,698 182,900 2,980 $ 0.06776 $ 0.22167 $ 12,393 $ 661 $ 18,695 $ 2,359 Service and supply includes all parts, labor, mileage, drums, toner and developer. Does not include paper and staples. Service and supplies for printers include the printer, which can be swapped out when unrepairable. Supplemental supporting schedule: Description Monthly Annual Current leases $ 5,078 $ 60,936 Current service and supply* $ 1,448 $ 17,376 Total related to equipment acquisition $ 3,630 $ 43,560 *Includes printer service and supply. /` June 3rd, 2016 Technology Recommendations for City of Monticello Wayne Oberg Prepared by: Ben Drewes 800.847.3059 bend @marconet.com morco. marconet.com CONFIDENTIAL Here are just a few reasons why partnering with Marco for your technology services is the right decision. Passionate employees When you love what you do, it shows. And we have a generous list of awards to prove it. Marco is consistently named a top workplace by highly respected organizations locally and nationally for being a fun and friendly place to work, a good corporate citizen and a caring employer. Committed to our communities We believe "doing good" is just as important as doing well. So we are committed to giving back to the communities we serve. We contribute financially, sponsor events, participate in fundraisers and encourage employees to volunteer on and off company time. Customer survey process to ensure we're doing things right Convenient online services Marco's online services make it easy to send a service request, order supplies and check your account history in real time. Quick response to your service requests Our full -time dispatchers and support desk representatives consistently maintain a 98% live call answer rate and resolve 97% of service issues remotely so you experience less down time. We use real -time GPS technology to determine which resource is closest to your location when on -site service is needed. Industry - leading partnerships You benefit from the innovation and resources of our industry - leading partners. Together we are committed to helping you connect the right technology to achieve your business goals. © 2016 Marco. All Rights Reserved. 2 1 marconet.com We have consistently been sending out monthly surveys and measuring the results since 1994 to make sure we're doing everything we can to keep our When you work with Marco, customers happy. We're proud to say that 90% of customers surveyed say you get our very best every they would recommend Marco. day —our best people, our best support services and the Quality assurance program to keep us sharp best technology in the industry. Because consistently We use Lean continuous improvement principles to keep us focused on outperforming your working smarter. Because the more efficiently we operate on the inside, the expectations is the key to better service we offer on the outside. building strong partnerships. Over 500 certified systems engineers and technical representatives Jeff Gau, CEO You have access to a depth of technical expertise to help you stay on top of the latest technologies. Our technical staff is certified at the highest levels for To learn more about Marco's their area of expertise because your business deserves nothing less. high - performance culture, visit aleadershipculture.com. Real -time service dispatching with GPS software We use real -time GPS technology to determine which resource is closest to your location. That means quicker on -site service and more efficient use of everyone's time. Convenient online services Marco's online services make it easy to send a service request, order supplies and check your account history in real time. Quick response to your service requests Our full -time dispatchers and support desk representatives consistently maintain a 98% live call answer rate and resolve 97% of service issues remotely so you experience less down time. We use real -time GPS technology to determine which resource is closest to your location when on -site service is needed. Industry - leading partnerships You benefit from the innovation and resources of our industry - leading partners. Together we are committed to helping you connect the right technology to achieve your business goals. © 2016 Marco. All Rights Reserved. 2 1 marconet.com Executive Summary Why Partner with Us? Marco is an industry - leading technology services company that specializes in business IT services, cloud services, managed services, telecom carrier consulting services, copiers /printers, phone systems, document management and audio /video systems. Meeting and exceeding your expectations and contributing to your success — that's how Marco defines satisfaction. Beyond our satisfaction promise, we created a process to ensure it. Marco has been conducting monthly client surveys since 1994. We ask for your feedback and document and improve processes to continually improve our service. Our goal is totally satisfied clients who recommend us to other organizations. When you connect with Marco, you benefit from the innovation and resources of our industry - leading partners. Together we are committed to helping you connect the right technology to achieve your business goals. To be a growth - driven technology services company admired for its people and performance. To help our customers effectively apply technology that contributes to their success. We will act in a manner that demonstrates our commitment to doing what is right for our employees, customers, vendors and communities. -. © 2016 Marco. All Rights Reserved. 3 1 marconet.com QCLOUD BUSINESS IT CARRIER COPIERS & SERVICES SERVICES SERVICES PRINTERS network connectivity TECHNICAL EXPERTISE System planning and design System implementation Project management System training Managed Services /Support Desk © 2016 Marco. All Rights Reserved. 4 1 marconet.com CUSTOMER SATISFACTION recommend Marco?" 6,599 96 598 1,189 15 97 1,444 22 127 1,700 26 163 2,217 34 179 2,968 49 214 3,952 67 232 670 7 29 2015 MARCO'S STRATEGIC CLIENTS MAYO CLINIC SNF'�RD- CIEM i it�ICWiE Health Systenn + 8' ND c AI. REGIONAL HEALTH H F- A L.T H $iIH$flN CliftonLarsanAllen �:GreatAmeri[a [bank TBIeIrBQnk WEgT�RYi NiTPdN ■L LEONARD «k».. Hu�•n . .cw..rx .._........ STREET I UN IV S- r.TfiomAs o THF. S iii'6l &tgWntjohr's � �kUGSBURG ja �F UNI'VERSITY 14AMLINE COLLLGE FoxYalfe�f OF [OWA L'Y [YER8IFY s xooNV[ aw�yb�w lFw .—MDU RESOURCES \ I RD PQLF RI tip 4hc;� TAY L0 R R � VAN u�, Kalahari_ RE543RT9 TASTEFULLY 5 6� © 2016 Marco. All Rights Reserved. 5 I marconet.com Dedicated Account Team Sales Support Ben Drewes Technology Advisor 800.847.3059 bend @marconet.com Print Solutions Support Chris Graslewicz Technical Representative 800.847.3098 chris.graslewicz @marconet.com Kevin Loebrick Technical Representative 800.847.3098 kevin.loebrick @marconet.com Frank Haydon Technical Representative 800.847.3098 frank.e.haydon @marconet.com Print Solutions Support Management Shawn Kantor Support Manager ' 800.892.8548 x3405 shawn.kantor @marconet.com Client Care Support Wanda Schroeder Director of Client Care Services 800.892.8548 x1086 wandas @marconet.com Managed Services Specialist Kevin Schwantz Managed Services Specialist T 800.847.3032 kevins @marconet.com Voice Specialist Chris Kadoun Consulting Systems Engineer 800.847.3098 chrisk @marconet.com Networking Specialist Jason Twaddle Consulting Systems Engineer ' 800.847.3098 iason.twaddle @marconet.com Administration Support Kelly Klein Leasing Coordinator 800.892.8548 x3251 kelly.klein @marconet.com Sara Nentl Contracts Coordinator 800.892.8548 x2178 r. sara.nentl @marconet.com @ 2016 Marco. All Rights Reserved. 6 1 marconet.com Print Solutions Marco provides multifunctional copier and print solutions, certified technicians and leading -edge products from strategic manufacturer partners including Canon, HP, Konica Minolta, Samsung and Sharp. CURRENT SITUATION Monthly Cost: $5,078.53 B/W Usage: 49,138 /month Color Usage: 15,490 /month MANAGED ACCOUNT PROGRAM (MAP) — Remaining Contract Devices Marco's Managed Account Program includes all equipment, service and supplies. Managed Account Program (MAP) Remaining Term Existing Konica C364e (DMV)(11/10/17) Existing Konica C754e (City Hall)(6/10/18) TOTAL: $1,770.99 /Month MAP Includes: 14,000 b/w and 7,450 color Prints /Month B/W Prints: .00858 Print Color Prints: .0532 Print PURCHASE — For 7/10/16 Contract Ending Sharp Devices Marco's Purchase Program includes all equipment; please see service and supply pricing listed below. Buyout to Return Return Shipping Sharp MX -4101 (Community Center) $350 Sharp MX -850 (City Hall) $350 Buyout to Keep Purchase Option Sharp MX -4101 (Fibernet) ** *rotate to Community Center * ** $3,000 Sharp MX -2610 (Firehall) $2,250 Sharp MX -2610 (Public Works) $2,250 Sharp MX -3110 (Head End Building) $2,250 Service and Supplies (details below) $9,292.80 /annually SERVICE AND SUPPLIES The service and supply contract includes all parts, labor, mileage, drums, toner and developer— except paper and staples. Includes: 20,000 b/w and 7,750 color Prints /Month B/W Prints: $.012463 print Color Prints: $.06776 print The service and supply contract includes all parts, labor, mileage, drums, toner and developer— everything except paper and staples. © 2016 Marco. All Rights Reserved. 7 1 marconet.com PURCHASE — For 7/10/16 Contract Ending HP Devices Marco's Purchase Program includes all equipment; please see service and supply pricing listed below. Buyout to Keep Purchase Option HP 4200 (Community Center) $0 HP 4200 (City Hall) $0 HP 4200 (City Hall) $0 HP 4200 (City Hall) $0 HP 4200 (DMV) $0 HP CM2320 (Liquor Store) $0 Service and Supplies (details below) $2,295.84 /annually SERVICE AND SUPPLIES The service and supply contract includes all parts, labor, mileage, drums, toner and developer— except paper and staples. • Includes: 7,000 b/w and 225 color Prints /Month • B/W Prints: $.020207 print • Color Prints: $.221672 print The service and supply contract includes all parts, labor, mileage, drums, toner and developer— everything except paper and staples. RECOMMENDED PRINT SOLUTION — "NEW" Sharp MX -850 Upgrade Konica Minolta 454e Specifications: ■ 45 Pages per Minute (B /W) ■ Document Feeder ■ Duplexing ■ Finisher Stapler Copy ■ Print ■ Scan PURCHASE Marco's Purchase Program includes all equipment; please see service and supply pricing listed below. Purchase Purchase Konica 454e $6,272 SERVICE AND SUPPLIES The service and supply contract includes all parts, labor, mileage, drums, toner and developer— except paper and staples. ■ B/W Prints: .00858 Print The service and supply contract includes all parts, labor, mileage, drums, toner and developer— everything except paper and staples. Delivery, installation, initial supplies and initial training is included with above program(s). The above pricing does not include applicable sales tax. Prices quoted are subject to change and should be verified before placing your order. © 2016 Marco. All Rights Reserved. 8 1 marconet.com City Council Agenda: 06/27/16 2I. Consideration of approving individual pension contribution amount for Volunteer Firefighter Relief Association members (WO /John Bauer) A. REFERENCE AND BACKGROUND: The Monticello Volunteer Firefighters Relief Association membership is requesting a $300 increase in the benefit level used in retirement calculations. The benefit would increase from $3,300 to $3,600 per year. Fully- vested members would be paid $3,600 for each year of service. A member becomes fully vested after 20 years of fire department service. Partially- vested members would be paid a portion of the $3,600 as determined by years of service. The earliest fully or partially vested members can receive their benefit is age 50, regardless of when they retire. The following is a summary of the previous benefit changes that have been approved: Year Benefit Amount 2000 $2,085 2001 $2,175 2003 $2,225 2004 $2,625 2005 $3,050 2006 $3,275 2007 $3,950 2008 $3,500 2009 $2,650 2010 $2,650 2011 $2,750 2012 $2,750 2013 $2,850 2014 $3,100 2015 $3,300 2016 $3,600 By August 1St of each year, the Fire Relief Association presents to the City Council a schedule of the proposed benefits and the total liabilities associated with the proposed benefit in comparison to the assets of the association. The included schedules indicate the three benefit amounts to members plus the required city contribution (none). Based on a $3,600 proposed benefit, the financial report shows the total amount of liability that would exist for the pension amount for the next two years and also includes information on the Association's current assets and projected income for the next year. At around 4.9 %, the total income projections for interest and asset appreciation might not be considered conservative. However, the surplus with these projections is estimated at $152,078 for 2016. The estimated surplus for 2015 was $186,221. Future benefit levels can be adjusted as market and other factors change. The deferral rate for vested retired members is proposed to remain at 2.5 %, which half of the maximum allowed by law. City Council Agenda: 06/27/16 The deferral rate applies to balances of retired members who have not reached the age of 50 and is effective January 1, 2017. The main revenue sources supporting the fire relief association: fire insurance surcharge - $96,432; supplemental state aid - $23,594. Al. Budget Impact: The benefit level has no impact on the city's budget. A2. Staff Workload Impact: There is no staff impact with this decision. B. ALTERNATIVE ACTIONS: 1. Motion to set the 2016 pension benefit level at $3,600 for current Fire Relief Association members and the deferral rate at 2.5% for past members with the acknowledgement that future benefit levels shall be adjusted to maintain healthy surpluses and avoid deficits. 2. Motion to grant an alternative benefits level. C. STAFF RECOMMENDATION: City staff supports Alternative #1. D. SUPPORTING DATA: • Schedule Forms SC -15 for Lump Sum Pension Plans, Reporting Year 2016 • 2015 Monticello Fire Relief Association annual audit 2 Form SC -16 Monticello Fire Relief Association OFFICE OF THE STATE AUDITOR Active Member Information Enter Annual Benefit Level in effect for 2016: $3,600 (If you change your benefit level before 12/31/2016, the SC must be recalculated and recertified at the new level.) 2016 Total Active Member Liabilities 861,552 Name Status Date of Birth Fire Department Entry Date Leaves of Absence and Breaks in Service (months) Return to Service Member ? To end of 2016 Years of Service Accrued Liability Brad E. Fyle Active Active Active Active Deferred Active d Active Active Active Active Deferred Active Active Active Active Active Active Active Active Active 1 Active Active Active Active Active Active Active Active Choose Status Choose Status 05/01/1984 0 33 118,800 Neal B. Kranz 05/01/1987 0 30 108,000 Jeff D. Kranz 05/01/1993 0 24 86,400 Todd M. Johnson 05/01/1993 0 24 1 86,400 Steve A. Hanson 05/01/1996 0 21 0 Steve C. Balon 01/15/1999 0 18 61,128 Daryl R..Giles 01/15/2000 0 17 56,160 Shawn G. Leach 09/03/2001 0 15 46,944 Donald A. Anderson 05/19/2003 0 14 42,624 John P. Bauer 05/19/2003 0 14 42,624 Jason P. Roubinek 06/15/2005 0 12 0 Keith Peterson 01/15/2007 0 10 27,360 Ken Kako 01/15/2007 0 10 27,360 Kurtis Liefert 08/15/2008 0 8 20,736 Michael D. Mossey 08/15/2008 0 8 20,736 Thomas M. Johnson 08/15/2008 0 8 20,736 Jake Olinger 07/18/2011 0 5 12,024 Jason Moores 07/18/2011 0 5 12,024 Scott Gearey 10/24/2011 0 5 12,024 Josh Samuelson 08/20/2012 0 1 4 9,360 Tony Fair 09/17/2012 0 4 9,360 Jarrid Scheinbien 11/18/2013 0 3 6,840 Nathan Kranz 11/18/2013 0 3 6,840 Trevor Mack 11/18/2013 0 3 6,840 Brandon Kranz 03/17/2014 0 3 6,840 Dustin Craig 11/16/2014 0 2 4,464 Dustin Kotzenmacher 11/16/2014 0 2 4,464 Dave Kasper 11/16/2014 0 1 2 4,464 0 0 Choose Status 0 Choose Status 0 Choose Status 0 Choose Status 0 Choose Status 0 Choose Status 0 Choose Status 0 Choose Status 0 2017 946,800 To end of 2017 Years of Service �I �I ©I ©I �I �I �I �I ©I ©I ©1 Accrued Liability 122,400 111,600 90,000 90,000 0 66,384 61,128 51,408 46.944 46,944 0 30,888 30,888 23,976 23,976 23,976 14,760 14,760 14,760 12,024 12,024 9,360 9,360 9,360 9,360 6,840 6,840 0 0 0 0 0 0 0 0 0 0 Worm SC -16 OFFICE OF THE oSTATE AUDI'S OR Total Active Member Liabilities Total Deferred Member Liabilities Total Unpaid Installments Grand Total Special Fund Liability Normal Cost (Cell B minus Cell A) Monticello Fire Relief Association 2016 2017 861,552 946,800 182,575 191,704 0 0 A. 1,044,127 B. 1,138,504 C. 94,377 Projection of Net Assets for Year Ending December 31, 2016 Special Fund Assets at December 31, 2015 (FIRE -15 Form ending assets) Projected Income for 2016 Fire State Aid (2015 fire state aid of $96,432 may be increased by up to 3.5 %) Supplemental State Aid (actual 2015 supplemental state aid) Municipal / Independent Fire Dept. Contributions Interest / Dividends Appreciation / (Depreciation) Member Dues Other Revenues Total Projected Income for 2016 (Add Lines D through J) Projected Expenses for 2016 Service Pensions (fill in individual pension amounts below) Other Benefits Administrative Expenses Total Projected Expenses for 2016 (Add Lines K through M) D. 99,807 E. 23,594 F. 0 G. 20,000 H. 30,000 I. K. 0 $ Amounts: L. M. 3,656 Projected Net Assets at December 31, 2016 (Add Lines I and 2, subtract Line 3) jection of Surplus or (Deficit) as of December 31, 2016 Projected Assets (Line 4) 2016 Accrued Liability (Page 4, cell A) Surplus or (Deficit) (Line 5 minus Line 6) 1 1 1,026,460 21 173,401 31 3,656 41 1,196,205 5 1,196,205 6 1,044,127 7 152,078 Form SC -16 OFFICE OF THE STATE AUDITOR Calculation of Required Contribution Monticello Fire Relief Association Deficit Information - Original Deficit Information - Adjusted Amount Retired Amount Retired Amount Left Year Incurred Original Amount as of 12/31/2015 Original Amount as of 12/31/2016 to Retire 1/1/2017 2007 0 0 2008 0 0 2009 0 0 2010 0 0 2011 0 0 2012 0 0 2013 0 0 2014 0 0 2015 0 0 2016 Totals 0 0 Normal Cost 8 94,377 Projected Administrative Expense Enter 2015 Admin Exp here: 9F 3,532 3,656 Amortization of Deficit (Total of Original Amount column x 0.10) 10 0 10% of Surplus 11 15,208 Fire and Supplemental State Aid 12 123,401 Member Dues 13 0 5% of Projected Assets at December 31, 2016 14 59,810 Required Contribution (Add Lines 8, 9 and 10, subtract Lines 11, 12, 13 and 14. If negative, zero is displayed.) 15 0 No required contribution due in 2017. Form SC-16 Monticelio Fire Relief Association OFFICE 0-9 THE STATE AumTDR 2016 Maximum Benefit Worksheet If aeflclt for the year, leave blank. Average available financing per active member for the most recent 3 -year period: (sum of column E divided by 3) Maximum Lump Sum Benefit Level under Minn. Stat. § 424A.02, subd. 3 4,683 8,600 A — — '7t — — — Fire Ste Aid and Supplemental State Aid B — — — — — — — Municipal Contribution C — — — — — — 10% of Surplus * D — — — — — — — Active Members in Relief Association E — — — — — — Per Year Average [ (A + B + Q / D] 2015 (From FIRE -15) (From FIRE -15) (SC -15 or Actuarial) (From FIRE -] 5) 4.949 120,026 0 23,503 29 2014 (From RF -14) (From RF -14) (SC -14 or Actuarial) (From U- 14) 4,613 108,186 0 16,368 27 2013 (From RF -13) (From RF -13) (SC -13 or Actuarial) (From RF -13) 4.487 109,594 0 75065 26 If aeflclt for the year, leave blank. Average available financing per active member for the most recent 3 -year period: (sum of column E divided by 3) Maximum Lump Sum Benefit Level under Minn. Stat. § 424A.02, subd. 3 4,683 8,600 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA Audited Financial Statements For the Year Ended December 31, 2015 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA TABLE OF CONTENTS ORGANIZATION...................................................................................... ............................... 1 INDEPENDENT AUDITOR'S REPORT ................................................ ............................... 2 BASIC FINANCIAL STATEMENTS: Governmental Fund — General Fund BalanceSheet ............................................................................................. ............................... 5 Statement of Revenues, Expenditures and Changes in Fund Balance ....... ............................... 6 Fiduciary Fund Statement of Fiduciary Net Position .......................................................... ............................... 7 Statement of Changes in Fiduciary Net Position ....................................... ............................... 8 Notes to the Financial Statements ................................................................. ............................... 9 REQUIRED SUPPLEMENTARY INFORMATION: Schedule of Changes in Net Pension Liability and Related Ratio ................ ............................... 19 Schedule of Employer Contributions and Other Contributing Entities ........ ............................... 20 Schedule of Investment Returns ................................................................... ............................... 20 REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING AND MINNESOTA LEGAL COMPLIANCE ..................................... ............................... 21 SCHEDULE OF FINDINGS AND RESPONSES ON LEGAL COMPLIANCE AND INTERNAL CONTROL ................................... ............................... 23 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA ORGANIZATION DECEMBER 31, 2015 Board of Trustees Position Held Jeff Kranz President Jake Olinger Vice President Brad FyIe Secretary John Bauer Treasurer Tom Johnson Trustee Tim Ingle Trustee Ex Officio Brian Stumpf Mayor Jeff O'Neill Daryl Gilles 1 City Administrator Fire Chief Gert!Pd Pu6Cx �[ccountants Virginia A. Mims, CPA, EA." ATP., XrA ABA", ARA• INDEPENDENT AUDITOR'S REPORT I I I hike street N. P.0. Box 219 Big Like, MN 55309 (763) 263 -3300 I tx (763) 263-3020 Board of Trustees vbnuis @johnscstibtilus.com Monticello Volunteer Firemen's Relief Association ____ Monticello, Minnesota Erin E. Nebbcn, LA° enebben@johnsonbrtiiis.con) We have audited the accompanying financial statements of the governmental and Shaun P. Rase, CPA srosejoh nsonbnuts.rom fiduciary activities of the Monticello Volunteer Firemen's Relief Association (the �+ Association) as of and for the year ended December 31, 2015, and the related notes to the financial statements, which collectively comprise the Association's basic financial statements as listed in the table of contents. 'Enrolled to Practice Before the IRS 'Accredited Tax Preparer 'Accredited Tax Advisor "Accredited Business Accountant " Accredited Retirement Advisor Management's Responsibility. for the Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America; this includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. Auditor 's Responsibility Our responsibility is to express an opinion on these financial statements based on our audit. We conducted our audit in accordance with auditing standards generally accepted in the United States of America. Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the financial statements are free from material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the financial statements. The procedures selected depend on the auditors' judgment, including the assessment of the risks of material misstatement of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity's preparation and fair presentation of the financial statements in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the entity's internal control. Accordingly, we express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. 2 Opinion In our opinion, the financial statements referred to above present fairly, in all material respects, the financial position of the governmental and fiduciary activities of the Association as of December 31, 2015, and the changes in financial position for the year then ended in accordance with accounting principles generally accepted in the United States of America. Emphasis of Matter In our report dated July 23, 2015, we expressed a qualified opinion that the 2014 financial statements did not implement the provisions of GASB Statement No. 67. As discussed in Note 2 to the financial statements, in 2015 the Association adopted new accounting guidance by implementing the provisions of Governmental Accounting Standards Board (GASB) Statement No. 67, Financial Reporting for Pension Plans, which represents a change in accounting principle. Accordingly, our present opinion on the 2015 financial statements, as presented herein, is different from that expressed in our previous report. Our opinion is not modified with respect to this matter. Other Matters Accounting principles generally accepted in the United States of America require that the Required Supplementary Information as listed in the table of contents be presented to supplement the basic financial statements. Such information, although not a part of the basic financial statements, is required. by the Governmental Accounting Standards Board (GASB), who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic or historical context. We have applied certain limited procedures to the required supplementary information in accordance with auditing standards generally accepted in the United States of America, which consisted of inquiries of management about the methods of preparing the information and comparing the information for consistency with management's responses to our inquires, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance. The Association has omitted the Management's Discussion and Analysis that accounting principles generally accepted in the United States of America requires to be presented to supplement the basic financial statements. Such missing information, although not to be a part of, the basic financial statements, is required by the GASB, who considers it to be an essential part of financial reporting for placing the basic financial statements is not affected by this missing information. Cf- JOHNSON, BRUNS & COMPANY CHARTERED April 29, 2016 BASIC FINANCIAL STATEMENTS 4 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA BALANCESHEET GOVERNMENTAL FUND - GENERAL FUND DECEMBER 31, 2015 ASSETS Cash FUND BALANCE Unassigned The notes to the financial statements are an integral part of this statement. $ 4,169 $ 4,169 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA STATEMENT OF REVENUES, EXPENDITURES AND CHANGES IN FUND BALANCE GOVERNMENTAL FUND - GENERAL FUND FOR THE YEAR ENDED DECEMBER 31, 2015 REVENUES Fundraising $ 11,635 Donations 2,760 Total Revenues 14,395 EXPENDITURES Fundraising $ 4,830 Meetings /Food 3,607 Postage /PO Box 34 Equipment 2,064 Total Expenditures 10,535 NET CHANGE IN FUND BALANCE 3,860 FUND BALANCE - BEGINNING OF YEAR 309 The notes to the financial statements are an integral part of this statement. 6 $ 4,169 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA STATEMENT OF FIDUCIARY NET POSITION FIDUCIARY FUND SPECIAL }. , ! ' DECEMBER ' ASSETS Cash and Cash Equivalents $ 2,682 Investments, At Fair Value: Mutual Funds 955,217 Cash and Brokered Money Markets 66,561 Total Investments, at fair value 1,021,778 Accounts Receivable 2,000 Total Assets $ 1,026,460 NET POSITION RESTRICTED FOR PENSIONS $ 1,026,460 Total Liabilities and Net Position $ 1,026,460 The notes to the financial statements are an integral part of this statement. 7 MONTICELLO RELIEF ASSOCIATION MONTICELLO, MINNESOTA STATEMENT OF CHANGES IN FIDUCIARY NET POSITION FIDUCIARY FUND - SPECIAL PENSION TRUST FUND FOR THE YEAR ENDED DECEMBER 31, 2015 ADDITIONS Contributions State of Minnesota $ 96,433 Supplemental Aid 23,594 Supplemental Reimbursement 2,000 Total Contributions 122,027 Investment Income (Loss) Interest and Dividends 14,031 Net Appreciation (Depreciation) in Fair Value of Investments (24,735) Total Investment Income (1 0,704) Less: Direct Investment Expense 6,969 Net Investment Income (Loss) (17,673) Total Additions 104,354 1WHIMP Benefits and Related Taxes 128,101 Audit/Accounting Fees 1,960 Salaries 969 Office Supplies 3 Insurance 600 Total Deductions 131,633 NET INCREASE (DECREASE) IN NET POSITION (27,279) NET POSITION - BEGINNING OF YEAR 1,053,739 NET POSITION - END OF YEAR $ 1,026,460 The notes to the financial statements are an integral part of this statement. 8 i O i MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2015 NOTE 1— PLAN DESCRIPTION A. Organization Plan Administration The Monticello Volunteer Firemen's Relief Association (the Association) is the administrator of a single - employer defined benefit pension plan available to firefighters, retired and active, of the City of Monticello (the City). The plan operates under the provisions of Minnesota Laws 1965, chapter 446, as amended and Minnesota Statute chapters 69 and 424A. The assets of the fund are dedicated to providing pension benefits to the plan members. The Plan is funded by contributions from the City and 2% fire aid from the State of Minnesota. Reporting Entity The Association was established June 30, 1958. It is governed by a Board of Trustees (the Board) made up of six members elected by the members of the Association, and the City's Mayor, Administrator, and Fire Chief who serve as ex- officio, nonvoting members of the Board. The Association is not a component unit of the city. B. Plan Membership As of December 31, 2015, membership of the Association consisted of- Retirees and Beneficiaries Currently Receiving Benefits and Terminated Employees Entitled to Benefits but not yet Receiving them 3 Active Plan Participants: Vested 12 Nonvested 17 Total 32 Number of Participating Employers 1 C. Benefit Provisions I. Each member who is at least 50 years of age, has retired from the fire department, has served at least 10 years of active service with such department before retirement and has been a member of the Association in good standing at least 10 years prior to such retirement, shall be entitled to a lump sum service pension in the amount of $ 3,300 for each year of service but not exceeding the maximum amount per year of service allowed by law for the minimum average amount of available financing per firefighter as prescribed by law. A year of service may be prorated to twelve monthly slices, if a full year of active service is not reached. MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2015 NOTE 1— PLAN DESCRIPTION C. Benefit Provisions (Continued) If a member of the Association shall become permanently or totally disabled, the Association shall pay the sum of $ 3,300 for each year the member was an active member of the Association. If a member who received a disability pension subsequently recovers and returns to active duty, the disability pension is deducted from the service pension as approved by the Board. 2. According to the bylaws of the Association and pursuant to Mimiesota Statutes 424A.02, Subdivisions 2 and 4, members who retire with less than 20 years of service and have reached the age of 50 years and have completed at least 10 years of active membership are entitled to a reduced service pension not to exceed the amount calculated by multiplying the member's service pension for the completed years of service times the applicable nonforfeitable percentage of pension as shown below. Completed Years Nonforfeitable Percentage of Service of Pension Amount 10 60 11 64 12 68 13 72 14 76 15 80 16 84 17 88 18 92 19 96 20 and Thereafter 100 The payment amount will be calculated by using the amount payable per year of service in effect at the time of such early retirement, multiplied by the number of accumulative years of service, multiplied by the appropriate percentage as defined above. 3. During the time a member is on deferred vested pension (not yet reached age fifty), they will earn interest on the deferred benefit amount at an interest rate determined by the Board of Trustees, up to five percent, compounded annually. A deferred vested member will not be eligible for disability benefits. 10 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2015 NOTE 2 — SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES A. Measurement Focus, Basis of Accounting and Financial Statement Presentation Governmental fund financial statements are reported using the current financial resources measurement focus and the modified accrual basis of accounting. Revenues are recognized as soon as they are both measurable and available. Revenues are considered to be available when they are collectible within the current period or soon enough thereafter to pay liabilities of the current period. Revenues susceptible to accrual include contributions from the State and the City and investment revenue, including interest on deposits and dividends. Expenditures generally are recorded when a liability is incurred, as under accrual accounting. Fiduciary fund financial statements are reported using the economic resources measurement focus and the accrual basis of accounting. Revenues are recorded when earned and expenses are recorded when a liability is incurred, regardless of the timing of related cash flows. Grants and similar items are recognized as revenue as soon as all eligibility requirements imposed by the provider have been met. GASB Statement No. 67, Financial Reporting for Pension Plans, established new reporting standards for state and local governmental pension plans and is effective for the Association's December 31, 2014, financial statements. GASB Statement 67 requires changes in the presentation of the financial statements, notes to the financial statements, and required supplementary information. Significant changes include an actuarial calculation of the total pension liability, the net pension asset or liability, the sensitivity of the net pension asset or liability to the discount rate, and increased investment activity disclosures. The Association implemented the provisions of GASB Statement No. 67 as of December 31, 2015. B. Description of Funds The resources of the Association are accounted for in two funds. Each fund is accounted for as an independent entity. Descriptions of the funds include in this report are: Major Governmental Fund: The General fund is a governmental fund, which accounts for the resources not accounted for in other fields. It is used for the good and benefit of the Association as determined by Association bylaws. Its resources consist of membership dues, fundraiser proceeds, investment earnings and miscellaneous sources. Additionally, The Association reports the following fund type: The Fiduciary fund accounts for assets held by the Association in a trustee capacity for its members The Special Pension Trust Fund is a fiduciary fund for the accumulation of resources to be used for retirement, dependency and disability annuity payments of appropriate amounts and at appropriate times in the future. 11 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2015 NOTE 2 — SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES B. Description of Funds (Continued) Fund Balance In the fund financial statements, fund balance is divided into five classifications based primarily on the extent to which the Association is bound to observe constraints imposed upon the use of resources reported in the governmental funds. These classifications are defined as follows: Nonspendable — Amounts that cannot be spent because they are not in spendable fonn, such as prepaid items. Restricted — Amounts related to externally imposed constraints established by creditors, grantors or contributors; or constraints imposed by state statutory provisions. Committed — Amounts constrained for specific purposes that are internally imposed by formal action (resolution) of the Board of Directors, which is the Association's highest level of decision - making authority. Committed amounts cannot be used for any other purpose unless the Board modifies or rescinds the commitment by resolution. Assigned — Amounts constrained for specific purposes that are internally imposed. In governmental funds other than the General fund, assigned fund balance represents all remaining amounts that are not classified as nonspendable and are neither restricted nor committed. In the General fund, assigned amounts represent intended uses established by the Board itself or by an official to which the governing body delegates the authority. Unassigned — The residual classification for the General fund and also negative residual amounts in other funds. The Association considers restricted amounts to be spent first when both restricted and unassigned fund balance is available. Additionally, the Association would first use committed, then assigned, and lastly unassigned amounts of fund balance when expenditures are made. C. Deposits and Investments The Association's cash and cash equivalents are considered to be cash on hand, demand deposits and highly liquid debt instruments purchased with original maturities of three months or less from the date of acquisition. Investments are stated at fair value Minnesota Statutes requires all deposits made by municipalities, which includes fire relief associations, with financial institutions be protected by federal deposit insurance, corporate surety bonds, or collateral. The market value of collateral pledged must equal 110% of the deposits not covered by Federal Deposit Insurance Corporation (FDIC) insurance or corporate surety bonds. 12 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATIO- MONTICELLO, NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2015 101119 D�►• MMIJ01- /l two] INIT' O m Cff,1191 KIT4101110911 1910 -111w 7i'iif.` C. Deposits and Investments (Continued) Minnesota Statutes authorizes the Association to invest in obligations of the U.S. Treasury, agencies and instrumentalities, shares of investment companies whose only investments are in the aforementioned securities, obligations of the State of Minnesota or its municipalities, bankers' acceptances, future contracts, corporate bonds, common stock and foreign stock of the highest quality, mutual funds and in the State Board of Investments. Cash and cash equivalents at December 31, 2015 were comprised of deposits at Wells Fargo and First Minnesota Bank. The Association had no formal investment policy in place as of December 31, 2015 to address the following risks. Custodial Credit Risk — Deposits: For deposits, this is the risk that in the event of bank failure, the Association's deposits may not be returned to it. Interest Rate Risk: This is the risk that market values of securities in a portfolio would decrease due to changes in market interest rates. Credit Risk: This is the risk that an issuer or other counterparty to an investment will not fulfill its obligations. State law limits investments in commercial paper and corporate bonds to be in the top two ratings issued by nationally recognized statistical rating organizations. Concentration of Credit Risk: This is the risk of loss attributed to the magnitude of an investment in a single issuer. Custodial Credit Risk — Investments: For an investment, this is the risk that in the event of the failure of the counter party, the Association will not be able to recover the value of its investments or collateral securities that are in the possession of an outside party. D. Estimates The preparation of the financial statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect certain reported amounts and disclosures. Accordingly, actual results could differ from those estimates. E. Subsequent Events In preparing these financial statements, the Association has evaluated events and transactions for potential recognition or disclosure through. April 29, 2016, the date the financial statements were available to be issued. 13 ! OU o t NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2015 NOTE 3 — DEPOSITS AND INVESTMENTS A. Deposits In accordance with applicable Minnesota Statutes, the Association maintains deposits at depository banks authorized by the Association's Board. Custodial Credit Risk: As of December 31, 2015, the Association's bank balance was not exposed to custodial credit risk because it was fully insured through FDIC insurance. The Association deposits had a book balance as follows: Wells Fargo Checking First Federal Bank Money Market Total Deposits B. Investments As of December 31, 2015, the Association had the following investments: Investment Type Mutual Funds Cash & Brokered Money Markets Total Investments Note: All investments considered due within one year $ 4,169 2,682 $ 6,851 Fair Value $ 955,217 66,561 $ 1,021,778 Credit Risk: As of December 31, 2015, . the Association had no investments in commercial paper or government securities subject to ratings by nationally recognized statistical rating organizations. Concentration of Credit Risk: As of December 31, 2015, the Association was exposed to concentration of credit risk because individual investments exceeded 5% of the total Association's investment portfolio as listed below: Investment Description Fair Value AB Global Bond Fund $ 88,598 Capital World Bond Fund 86,322 Dodge & Cox Income Fund 82,241 Vanguard Intermediate - Term 58,509 Federate Capiial Reserves MM 66,562 14 Concentration Credit Risk (5 %) 8.67% 8.45% 8.05% 5.73% 6.51% MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2015 NOTE 3 — DEPOSITS AND INVESTMENTS C. Balances As of December 31, 2015, the Association had deposits and investments as follows: Deposits (Note 3.A.) $ 6,851 Investments (Note 3.13.) 1,021,778 Total Deposits and Investments $ 12028,629 Deposits and hivestments are presented in the December 31, 2015 basic financial statements as follows: Statement of Net Assets - Balance Sheet - General Fund: Cash $ 4,169 Statement of Fiduciary Net Position: Cash and Cash Equivalents 2,682 Investments 1,021,778 Total Deposits and Investments $ 1,028.629 D. Valuation of Investments Investment income is recognized by the Association when it is earned. Investments are reported at fair value. Securities traded on a national or international exchange are valued at the last reported sales price at current exchange rates. There were no investments in loans or leases with parties related to the pension plan. NOTE 4 — CONTRIBUTIONS Contributions by the City are determined in accordance with Minnesota Statutes as follows: Normal Cost for Next Year (Increase in Pension Benefit Obligation) Plus Estimated Expenses for Next Year and 10% of Any Deficits Less Anticipated Income Next Year and 10% of Any Surplus The State of Minnesota contributes amortization aid, or 2% fire aid, in accordance with state statute requirements. Plan members are not required to contribute to the Plan. The State Legislature may amend contribution requirements of the City and State. Municipal contributions are determined by the preparation of Schedules I and II, which must be certified to the City by August 1 of the preceding calendar year. Contributions totaling $ 120,027 were made by the State of Minnesota and no contributions were made by the City of Monticello, in accordance with state statute requirements for the year ended December 31, 2015. 15 NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2015 NOTE 5 — NET PENSION LIABILITY The components of the net pension liability of the City of Monticello at December 31, 2015, were as follows: Total Pension Liability $ 1,017,135 Net Pension Liability Plan Fiduciary Net Position $ 1,026,460 A. Actuarial Assumptions Plan Fiduciary Net Positioi Net Pension as a Percentage of the Liability (Asset) Total Pension Liability $ (9,325) 100.92% The total pension liability was determined by an actuarial valuation as of January 1, 2015, based on the measurement date of December 31, 2015, and using the following actuarial assumptions. The plan has not had a formal actuarial experience study performed. Discount Rate Salary Increases Inflation Rate Benefit Inflation Rate Actuarial Cost Method Mortality Assumptions Withdrawal Assumptions Disablement Assumptions 4.19% Use of Inflation Rate as Substitute 2.00% 2.00% Entry Age Cost Method None 10% Annual Turnover 0.5% B. Long -Term Expected Rate of Return The long -term expected rate of return is determined by calculating the weighted average of each asset class' estimated long -term real rate of return then adding an assumed rate of inflation and subtracting the average mutual fund expense load. The estimated long -term real rate of return for each asset class was obtained by the Actuary using Portfolio Solutions®. C. Discount Rate The discount rate used to measure the total pension liability was 4.19 %. The year by year projection of assets and benefits used to determine the discount rate assumed: a) retirement benefits for active members are paid on their normal retirement dates, b) deferred active members benefits are payable in following year (2016), c) death and disablement are funded by a single - premium and payable in the following year (2016), d) contributions, net of administrative expenses, of $60,000 per year, and e) assets are projected to earn the long -terra rate of return. Based on those assumptions, The Association's fiduciary net position was projected to be available to make all projected future benefit payments of the current plan members. Therefore, the long -term expected rate of return on pension plan investments was applied to all periods of projected benefit payments to determine the total pension liability. 16 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2015 NOTE 5 — NET PENSION LIABILITY D. Sensitivity Analysis The following presents the net pension liability calculated using the discount rate of 4.19 percent, as well as what the net pension liability/(asset) would be if it were calculated using a discount rate that is one-percentage-point lower (3.19 percent) or one-percentage-point higher (5.19 percent) than the current rate: Net Pension Liability/(Asset) 1% Decrease (3.19%) $ 19,611 17 Current 1% Discount Rate Increase (4.19%) (5.19%) $ (9,325) $ (317,068) REQUIRED SUPPLEMENTARY INFORMATION 18 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA SCHEDULE OF CHANGES IN NET PENSION LIABILITY AND RELATED RATIOS SPECIAL PENSION TRUST FUND 2015 Total Pension Liability Service Cost $ 77,343 Interest 41,888 Benefit Payments, Including Refund of Member Contributions (128,101) Net Change in Total Pension Liability (8,870) Total Pension Liability - Beginning 1,026,005 Total Pension Liability - Ending (A) $ 1,017,135 Plan Fiduciary Net Position Contributions - State $ 122,027 Contributions - Municipal /Local - Net Investment Income (17,673) Benefit Payments, Including Refund of Member Contributions (128,101) Administrative Expenses (3,532) Net Change in Plan Fiduciary Net Positition (27,279) Plan Fiduciary Net Position - Beginning 1,053,739 Plan Fiduciary Net Position - Ending (B) $ 1,026,460 Net Pension Liability (Asset) - Ending (A) -(B) $ (9,325) Plan Fiduciary Net Position as a Percentage of the Total Pension Liability 100.92% Covered Payroll* N/A Net Pension Liability as a Percentage of Covered Payroll* N/A Notes to Schedule: This schedule is built prospectively until it contains ten years of data. *The Association is comprised of volunteers, therefore, there are no payroll expenditures (i.e., there are no covered payroll percentage calculations) (Unaudited) 19 i ,011 Tyr1=47,17-orn till Tjrzr MONTICELLO, MINNESOTA SCHEDULE OF EMPLOYER CONTRIBUTIONS AND OTHER CONTRIBUTING ENTITIES SPECIAL PENSION TRUST FUND Year Actuarially Actual Contribution Contributions Ended Determined State & Local Deficiency Covered as Percentage December 31, Contribution Contributions (Excess) Payroll* of Payroll* 2015 $ 120,027 $ 120,027 $ - N/A N/A 2014 108,186 108,186 - N/A N/A 2013 109,594 109,594 - N/A N/A 2012 74,221 74,221 - N/A N/A 2011 72,647 72,647 - N/A NIA 2010 66,758 66,768 (10) N/A N/A 2009 63,549 79,127 (15,578) N/A N/A 2008 89,688 74,110 15,578 N/A N/A 2007 86,740 86,740 - N/A N/A 2006 98,518 98,518 - N/A N/A Notes to Schedule: *The Association is comprised of volunteers, therefore, there are no payroll expenditures (i.e., there are no covered payroll percentage calculations) (Unaudited) SCHEDULE OF INVESTMENT RETURNS SPECIAL PENSION TRUST FUND Annual money- weighted rate of return, net of investment expense Year Ended Annual December 31, Return 2015 -1.11% 2014 3.60% Notes to Schedule: *The modified dietz method was used to calculate annual return. This schedule is built prospectively until it contains ten years of data. (Unaudited) ME `'ertifi'edPu6rc Accountants Virginia A. Bnins, CPA, EA' ATP', ATA -, ABA', ARA' REPORT ON INTERNAL CONTROL OVER 1 I I Like Street N. P.O. Box 219 FINANCIAL REPORTING AND MINNESOTA Big Like, MN 55309 LEGAL COMPLIANCE (763) 263 -3300 Fax (763) 263 -5020 vbtims@johnsonbruns.com Board of Trustees — Monticello Volunteer Firemen's Relief Association Erin E, Nebben, PA' Monticello, Minnesota enebbenOajohnsonbnnts. cont Shaun P. Rose, CPA sroscOajohusonbtitus,conr INTERNAL CONTROL OVER FINANCIAL REPORTING 4' 'Enrolled to Practice Before the IRS 'Accredited Tax Preparer 'Accredited Tax Advisor `Accredited I"'InessAccountant `Accredited Retirement Advisor In planning and performing our audit of the basic financial statements of the Monticello Volunteer Firemen's Relief Association as of and for the year ended December 31, 2015, in accordance with auditing standards generally accepted in the United States of America, we considered the Association's internal control over financial reporting as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinion on the financial statements, but not for the purpose of expressing an. opinion on the effectiveness of the Association's internal control over financial reporting. Accordingly, we do not express an opinion on the effectiveness of the Association's internal control over financial reporting. A deficiency in internal control over financial reporting exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or combination of deficiencies, in internal control over financial reporting, such that there is a reasonable possibility that a material misstatement of the Association's financial statements will not be prevented, or detected and corrected, on a timely basis. Our consideration of internal control over financial reporting was for the limited purpose described in the first paragraph and was not designed to identify all deficiencies in the internal control over financial reporting that might be deficiencies, significant deficiencies, or material weaknesses. Given these limitations, during our audit we did not identify any deficiencies in internal control over financial reporting that we consider to be material weaknesses, as defined above. However., material weaknesses may exist that have not been identified. Our audit was also not designed to identify deficiencies in. internal control over financial reporting that might be significant deficiencies. A significant deficiency is a deficiency, or combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance. We identified a deficiency in internal control over financial reporting that we consider to be a significant deficiency described in the accompanying Schedule of Findings and Responses on Legal Compliance and Internal Control as Audit Finding 07 -01. 21 We have audited the basic financial statements of the Monticello Volunteer Firemen's Relief Association as of and for the year ended December 31, 2015. We conducted our audit in accordance with auditing standards generally accepted in the United States of America and the provisions of the Minnesota Legal Compliance Audit Guide for Political Subdivisions, promulgated by the State Auditor pursuant to Minnesota Statutes Sec. 6.65. Accordingly, the audit included such tests of the accounting records and such other auditing procedures as we considered necessary in the circumstances. The Minnesota Legal Compliance Audit Guide for Political Subdivisions contains three categories of compliance to be tested in audits of relief associations: deposits and investments, conflicts of interest, and relief associations. Our audit included all of the listed categories. In connection with our audit, nothing came to our attention that caused us to believe that the Monticello Volunteer Firemen's Relief Association failed to comply with the provisions of the Minnesota Legal Compliance Audit Guide for ..Political Subdivisions. However, our audit was not directed primarily toward obtaining knowledge of such noncompliance. Accordingly, had we performed additional procedures, other matters may have come to our attention regarding the Association's noncompliance with the above referenced provisions. The Association's response to the internal control finding identified in our audit has been included in the accompanying Schedule of Findings and Responses on Legal Compliance and Internal Control. We did not audit the Association's responses and, accordingly, we express no opinion on them. This report is intended solely for the information and use of the Association's Board of Trustees, management, and state regulatory agencies and is not intended to be and should not be used by anyone other than these specified parties. ,n JOHNSON, BRUNS & COMPANY CHARTERED April 29, 2016 22 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA SCHEDULE OF FINDINGS AND RESPONSES ON LEGAL COMPLIANCE AND INTERNAL CONTROL DECEMBER 31, 2015 CURRENT AND PRIOR YEAR LEGAL COMPLIANCE FINDING: None Significant Deficiencies: Audit Finding 07 -01— Lack of Segregation of Accounting Duties Adequate segregation of accounting duties is in place when the four areas of a transaction have been separated: authorization, custody, recording, and reconciliation. Management is responsible for establishing and maintaining internal control. This responsibility includes the internal control over the various accoumting cycles, the fair presentation of the financial statements and related notes, and the accuracy and completeness of all financial records and related information. Adequate segregation of duties is a key internal control in an organization's accounting system. The size of the Association and its staffing limits the internal control that management can design and implement into the organization. This situation is not unusual in operations the size of the Monticello Volunteer Firemen's Relief Association, but the Board of Trustees should constantly be aware of this condition and realize that the concentration of duties and responsibilities in a limited number of individuals in not desirable from an internal control and accounting point of view. Generally, segregation of duties can be attained with the hiring of additional personnel; however, this becomes a significant cost consideration to entities such as the Monticello Volunteer Firemen's Relief Association. Under the above conditions, the most effective system of control lies in the knowledge of the Board of Trustees regarding the Association's operations and the periodic review of those operations. We recommend the Board of Trustees be mindful that limited staffing causes inherent risks in safeguarding the Association's assets and the proper reporting of its financial activity. Client's Response: The Association's Board of Trustees acknowledges the concentration of our duties and responsibilities as an undesirable consequence of our operation. We understand the importance of our duties and have implemented procedures and policies to help monitor and regulate our daily transactions. 23 City Council Agenda: 06/27/2016 2J. Consideration to approve purchase of a new Crafco Model 30 pavement router for the Public Works Department through the Central Equipment (Internal Service) Fund. (TM) A. REFERENCE AND BACKGROUND: Council is asked to consider authorizing the purchase of a Crafco Model 30 pavement router. This router will replace a 2000 Crafco Model 200 which is 16 years old and has met its life expectancy. Through the years Public Works staff has rebuilt the main grinding shaft three times, replaced the main bearings multiple times, replaced the actuator which raises and lowers the grinding shaft, along with other minor parts. The Street Department has an ongoing Pavement Management Program and part of that program is crack sealing the streets. A pavement router is a tool used to grind out cracks in the pavement and then those areas are filled in with a rubberized sealer. When a crack is routed it allows for a reservoir of sealant to expand and contract during the spring, summer, fall and winter seasons. This method has been proven to last at least seven years. Buying off the State Contract satisfies bidding process requirements, saving the City money with the power of quantity purchasing through the state. Staff has chosen a vendor from the State Bid Contract: Brock White of Elk River, MN. The state contract price for Brock White's Crafco Model 30 is $11,124. Staff plans to sell the old router at a public auction. Al. Budget Impact: Public Works has budgeted appropriate funds in the Central Equipment Fund. The Central Equipment Fund leases the equipment to the benefitting budget unit (Streets). The annual lease payments provide funding for additional equipment purchases. A2. Staff Workload Impact: Staff workload impacts of this new unit will be very positive. The new router will improve staff efficiencies with fewer breakdowns. B. ALTERNATIVE ACTIONS: 1. Motion to authorize the purchase of a Crafco Model 30 pavement router from Brock White based upon their state contract pricing of $11,124. Additionally, authorization to sell the old Crafco Model 200 at public auction following delivery of the new router. 2. Motion to deny purchasing the new router at this time. C. STAFF RECOMMENDATION: City staff recommends the City Council approve the replacement of the 2000 Crafco Model 200 with a new Crafco Model 30 pavement router and to sell the old router at public auction as outlined in Alternative #1. City Council Agenda: 06/27/2016 D. SUPPORTING DATA: • State contract pricing from Brock White for the new Crafco Model 30 pavement router. • Photo of new router. • Photo of old router. 2 BROCKWH ITE C O N S T R U C T I O N M A I E R I A L S St. Paul Eagan Elk River Duluth Brainerd Rochester St. Cloud 651- 647 -0950 651- 686 -5036 763 - 441 -2004 218 - 628 -2231 218- 829 -1929 507 - 282 -2421 320 - 251 -5060 Bismarck Minot Fargo Sioux Falls Wausau Appleton Green Bay 701- 222 -3010 701- 839 -0509 701- 282 -9255 605- 339 -1977 715- 355 -7551 920- 730 -7840 920- 432 -6438 Date June 1, 2016 Quotation /Order Acknowledgement BW Sales Rep Darrin Nystrom Customer City of Monticello Project Crafco Model 30 Router Name Name Address Address City Monticello State MN Zip City State Zip Phone Fax Phone Fax Email Quote valid through _ 30 Days for delivery prior to 1 2 3 4 5 6 7 8 9 10 11 12 13 BW Product # Spec Ord Quantity UM Price /Unit Total 21300 Crafco Model 30 Router with Electric Clutch 1 Ea $11,124.00 $11,124.00 "Router comes with set of new wide hub cutters and pins Taxes: Sales Tax or other taxes are not included. Delivery: Unless other terms are noted, all material is FOB nearest Brock White branch. Customer to unload. All promises for delivery are estimated as closely as possible. Best efforts will be made to ship within time promised, but we make no guarantee to do so. Payment Terms: Net 10th prox. Subject to approval of the Brock White's Credit Department. Brock White is a material supplier, not a subcontractor, we will not accept a contract calling for a retainer. A service charge of 1 -1/2% per month will be added to all bills not paid in 30 days. This amounts to an annual service charge of 18% a year. Field Measurement: By others Other Terms: Brock White's standard terms and conditions apply, a copy of which will be provided upon request. This quote is subject to acceptance within 30 days, unless otherwise noted on the quote. Non - Stock /Special Orders: Accepted with the understanding that cancellation cannot be made after the order has been placed. Excess material or material ordered by mistake may not be returned. Please request our return policy for additional information. Accepted: Darrin Nystrom Date: Brock White Company Thank you for your business! For questions contact Darrin Nystrom 651- 398 -1740 06/01/16 Date: -FOMM'14 17 AW v Cracks routed and sealed achieve more than twice the service life vs. non•routed and sealed cracks COO M 0 0. :ROUTEtr_ — 2 L t1l :ROUTECC- _J LU Uj Sealant Placement ContigurationA SNPLE STANDARD STANDARD BAND-AID RESERVOIR-AND-FLUSH RECESSEDBAND-AID The additional sealant volume in the routed reservoir allows the sealant to expand and contract effectively V' �E ♦+1s mew - • a ' ` _ 4 i �v �. I i 6 123 n� y q City Council Agenda: 06/27/16 2K. Consideration of approving Verizon Construction Documents and Amended Lease Agreement with Verizon for Installation of Wireless Communication Facilities at Jefferson Commons Water Tower. (SB /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 made 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 June 13, 2016. 3. A building permit submittal, review and approval is required for development as proposed. Items 1 and 2 have been addressed with the updated plans dated June 9, 2016. A building permit will be submitted after the Council approves the construction documents. During the plan review, it was noted that the utility easement or right of way serving Verizon's shelter be shifted outside of the tower drip line or tower shell so that utilities will not interfere with buried anchors when the tower is reconditioned or painted in the future. This changed resulted in a need to amend the enclosed lease agreement and exhibit. Al. Budget Impact: None. Verizon's $10,000 deposit covers the plan review. A2. Staff Workload Impact: Minimal. Tracking expenses, arranging meetings and hiring consultants. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Verizon Wireless construction documents and amended lease agreement. City Council Agenda: 06/27/16 2. Motion to deny the Verizon Wireless construction documents and amended lease agreement. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Construction documents dated June 9, 2016 • Letter from WSB dated May 3, 2016 • Letter from Badger State Inspection, LLC dated June 13, 2016 • Structural review letter from WSB dated May 1, 2016 • Amended Lease Agreement r 1NIRELESS MINC HAYWARD NEW BUILD UNMINATTIM - ELKRVER NORTH �10_�y MONTICELLO ANNANDALE SITE \ ANOKA .BUFFALO 169 N jp OSSEO. Pms ROCKFORD.% 694 i2 DELANO HOWARD LAKE .ne it WATERTOWN LESTER PRAIRIE EXCELSIOR WACONIA CHASKA mOE 2212_ ` NORWOOD/ BURNSVILLE' I 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 SURVEY OSSEO, WI 54758 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 D CONSTRUCTION STEVE COLLIN 10 -12 -15 ENGINEER ALL (763) 271 -3274 LESSEE: VERIZON WIRELESS 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 D I ISSUED FOR PERMITS 05 -11 -16 ALL E ISSUED FOR PERMITS 06 -09 -16 ALL (763) 271 -3274 LESSEE: VERIZON WIRELESS ARCHITECT: CONTACTS LESSOR / LICENSOR: CITY OF MONTICELLO 505 WALNUT ST, SUITE 1 MONTICELLO, MN 55362 SURVEYOR: WAYNE OBERG 763 - 271 -3211 CITY CONTACT: MATT THEISEN WATER & SEWER SUPERINTENDENT 505 WALNUT ST, SUITE 1 STRUCTURAL MONTICELLO, MN 55362 ENGINEER: (763) 271 -3274 LESSEE: VERIZON WIRELESS 10801 BUSH LAKE ROAD GEOTECHNICAL BLOOMINGTON, MN 55438 ENGINEER: RON REITER (612) 720 -0052 CITY 3RD PARTY BADGER STATE INSPECTION INSPECTOR: KELLY MULHERN P.O. BOX 157 OSSEO, WI 54758 (715) 533 -8686 KM U LHERN @BADGERSTATEI NSPECTION.COM POWER UTILITY XCEL ENERGY COMPANY CONTACT: 1518 CHESTNUT AVE MINNEAPOLIS, MN 55403 MIKE PRATT (763) 273 -7963 ARCHITECT: DESIGN 1 OF EDEN PRAIRIE, LLC. 9973 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 (952) 903 -9299 SURVEYOR: WIDSETH SMITH NOLTING 610 FILLMORE STREET - PO BOX 1028 ALEXANDRIA, MN 56308 -1028 320 - 762 -8149 STRUCTURAL ULTEIG ENGINEERS ENGINEER: 5201 E. RIVER ROAD, SUITE 308 MINNEAPOLIS, MN 55421 (763) 571 -2500 GEOTECHNICAL TELCO UTILITY ENGINEER: T,B,D COMPANY CONTACT: T.B.D. J. LICENSED ARCHITECT 12427 , r�Ul'Moe` 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 06-09-16 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 SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: CONTACTS ISSUE SUMMARY SHEET INDEX DEPARTMENTALAPPROVALS LESSOR APPROVAL PROJECT INFORMATION AREA & VICINITY MAPS GENERALNOTES DATE: 09 -15 -15 CHECKED BY: CDB REV. A 10 -07 -15 REV. B 12 -07 -15 1 REV. D 05 -17 -161 REV. E T -1 2 ACCESS FROM SCHOOL BLVD SCALE: LOOKING SOUTHEAST oyF\ oee \p GENERDIEORTYPE: DETAIL INDEX °yf \ °yF \ o yf FROST DEPTH DETAIL DETAIL DESCRIPTION \O F OyF\ oyEf OyF DESIGN = 4' -0" SHELTER PREFABRICATED EQUIPMENT SHELTER Vz12.12 -4C F \ Oy \ Oy \ ON- II/y1_ \ 1.1 BOLLARD DETAIL \ F\ pyFF\ pyF ems\ 0, '7/y" ON- \ 2.1 FENCE SECTION \ pyf Oyf \ \pyF \pyf \ �/Yrll F 3.1 CABLE BRIDGE SECTION \ °yF \ �yF 4.1 CABLE BRIDGE ELEVATION \ pHF \ \ 0 6.1 GATE DETAIL \�pN' °yF\ p°yf 8.1 TELCO ENTRY DETAIL \p 9.1 CMPH DETAIL yF\ °yf %pyf 03963 F 10.1 ONE -LINE ELECTRICAL RISER DIAGRAM Oyf\ py f yL 96 \4°yF\ 11.1 GROUNDING DETAILS OHF O - 964 -F 4 ,F \ \ pHF 12.1 ELECTRICAL H -FRAME DETAIL (DETAIL 2) \ \ \111* Hf \ HF \pyf pyf F \\ �Q H - - EXISTING PUBLIC _ F ` 9 F \ �96S OyF py \ \\ p RIGHT OF WAY Oy, \ OHf '1-7,___ pyf \ pyF \ OHf� °H \ o \ y '7 EXISTING 6' WIDE DRAINAGE rns °Hf \f \ °h\ F \O Oy� Oyf \ yf \ °yff \OyF & UTILITY EASEMENT, TYP \ \ pyF \O HF \ \Oy pHF EXISTING OH�OyF� 866` p\ yF ° He H F oy \f ti o\y \ p p yy f \ oy \ f \\ pyF \ \ °TRANSMISSION II/y1_ pHF \ Oyf LINES, TYP EXISTING BITUMINOUS DRIVE \ c LESSEE 20' WIDE ACCESS & \ \ \ p yf \ \pHF UTILITIES RIGHTS OF WAY t vim\\ \ f pHF \ \ LESSEE 10' WIDE UTILITIES \- pyF \ °H pyF \ O OyF °HF \ 01y4_ \ Oyf RIGHT OF WAY °G"966. F \ HF \ \oyF \ ON- EXISTING 0/y, \ \ py UG WATER LINES, �y °qs \ UOF \pHf \ \ Oyf pyF\ Oyf\ F� TYR. SEE SURVEY c ` OqS pyF \ Oy pyF EXISTING BUILDING J p F jypy qS \ pHF pyF \ A- \ \ �S 966 \oyF �� °yF OyF \ ly _ LESSEE 10"' \ ° oyF WIDE UTILITIES IIII I RIGHT OF WAY \ EXISTING 4 I WATER TOWER PROPOSED ANTENNAS MOUNTED ON HANDRAIL, SEE A -4 II II i LESSEE 4' WIDE I CABLE EASEMENT X 9 IT 1 10 00 PROPOSED PREFAB r o EQUIPMENT SHELTER COMPOUND, SEE j A -2 Ix. xI x I EXISTING BUILDINGS I I EXISTING WATER TOWER 3 SCALE: LOOKING SOUTH EXISTING APPROACH 4 SCALE: LOOKING SOUTH rn LESSEE 33' X 20' LAND SPACE UTILIZE IXISTING CURB APPROACH SITE PLAN GRAPHIC SCALE 1 SCALE: 1" = 100' 0 so' 100' �I rl i M 4AII 7 EXISTING PROPERTY LINE I TH \\ LICENSED ARCHITECT 12427 ` F MW 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 Signed: 06 -09 -16 Date: DESIGNh. 9973 VALLEY VIEW RD. 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 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: SITE PLAN DETAIL INDEX PHOTOS 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 REV. D 05 -17 -16 REV. E 06 -09 -16 A -1 I I I I I I I I I X I LESSEE 10' WIDE I UTILITIES RIGHT OF WAY I \ \ \ x 968.0' MADE 968.0' )68.67' ELEV 968.1' L ELEv 968.3' / TOWER DRIP EDDGE % y I 0 ( 15' -0° I 1 I DRIP EDGE I CLEARANCE \ I I � I vv % Nr�r _3 v 00 U E3 -- / IAII LO �- X X v X X . X - X-X- A / O / I X ' 213020SED CONTOUR a o / 968.0' tf g. I 1 1 1 1 968.0' �<. Cn � C a NOTE: CONTRACTOR TO COORDINATE PUBLIC AND PRIVATE UTILITY LOCATES PRIOR TO CONSTRUCTION START. M NOTIFY THE ARCHITECT AND THE VZW ti CONSTRUCTION ENGINEER IMMEDIATELY ti. OF ANY UTILITY LINE ISSUES. m I y m 96(8\ / \ m 11 C: I I I I r�1 I \1 II I Il � GcF J. Dq Lr� 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 Signed: 06 -09 -16 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 J PROJECT �\ 20151251797 DRIVE CEN 968.65' LOC. CODE: ODE: 387832 - - - -- o � EDGE ELEV - 968.7' -- I - -- 969 PROPOSED CONTOUR _ 969.0' - lL - Z) < -X X X X X X X X X X \ X X x O I C3 I &RR ING PLAN V l7 GRAPHIC SCALE 0 1 8 6' MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: GRADING PLAN NORTH c \ n REV. B 12 -07 -15 REV. C 02 -16 -16 REV. D 05 -17 -16 REV. E 06 -09 -16 -M I 96(8\ / \ m 11 C: I I I I r�1 I \1 II I Il � GcF J. Dq Lr� 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 Signed: 06 -09 -16 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 J PROJECT �\ 20151251797 DRIVE CEN 968.65' LOC. CODE: ODE: 387832 - - - -- o � EDGE ELEV - 968.7' -- I - -- 969 PROPOSED CONTOUR _ 969.0' - lL - Z) < -X X X X X X X X X X \ X X x O I C3 I &RR ING PLAN V l7 GRAPHIC SCALE 0 1 8 6' MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: GRADING PLAN NORTH DATE: 09 -15 -15 CHECKED BY CDB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 REV. D 05 -17 -16 REV. E 06 -09 -16 A -1.1 ALL PIPING FROM THE SHELTER SHALL BE MADE OF NON - CORROSIVE MATERIAL AND BE ABLE TO WITHSTAND PROJECTED HEAT FROM THE GENERATOR EXHAUST I (J PROPOSED ARBOR VITAE TO MATCH EXISTING, TYP OF 4, SEE A -6 EXISTING CHAIN LINK FENCE W/ NO BARBED WIRE 7' -3" + N I I I W O Z I io 4 + I,"i a 1��' A P14 EXISTING VEGETATION EXISTING UG WATER LINE, SEE SURVEY X X X EXISTING FENCE & GATE -1-1-1 / LESSEE 10' WIDE UTILITY RIGHT OF WAY LESSEE 4' WIDE CABLE EASEMENT (3) PROPOSED 04' UG PVC CONDUIT PROPOSED CHAIN LINK FENCE W/ TO TOWER, SEE A -6. APPROX 130 LF NO BARBED WIRE, MATCH ` EXISTING, SEE DETAIL INDEX NOTE: 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. �/ / /i / ❑ e_ PROPOSED CONCRETE PAD / // /i /// ❑ AROUND SHELTER, SEE A -5. LO THE CONCRETE PAD SHOULD BE INSTALL AT GRADE LEVEL SO WILL EASE CITY MAINTENANCE AROUND THE VERIZON EQUIPMENT. /% %,� % /� /� = = ❑ LO 1iL X x X X X7X X % X X X /I / / / PROPOSED CABLE BRIDGE, SEE A -5 _ - W ❑ PROPOSED METER & 0 Q DISCONNECT, SEE U -1 + I I d u x I ZE I N o EXISTING UG FIBER LINE a aQ X I PROPOSED FIBER OPTIC IMM EM 0 2 CD io I I = - -- -- '- d 4 21' -9 1/2' 4' -0" 31' -2 1/2" 33' -0" LAND SPACE 31' -2 1/2" V -5" 2' HAND HOLE, SEE U -1 0 / v L__J ❑ w I o W 3 � 3 p O Z Er J 3 7 O N I oa o N O I O Z Cn WW 0- 7 W W N W _U ❑ V M v Lin a ❑ I o -- -- - -o i 4 ENLARGED SITE PLAN GRAPHIC SCALE SCALE: 1/8" = V -0" 0 4' e' i L% `C LICENSED ARCHITECT 12427 �\ v'j 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 Signed: 06 -09 -16 Date: DESIGN L 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 I PROJECT I 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: ENLARGED SITE PLAN DATE: 09 -15 -15 CHECKED BY: CM Ltal REV.B 12 -07 -15 REV. C 02 -16 -16 NORTH REV. D 05 -17 -16 �x x x x REV. E 06 -09 -16 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 06 -09 -16 A -3 TYPE LENGTH TIP CENTER DOWNTILT DOWNTILT TYPE (INCH) (FEET) 50' 1.1 SP_AR_E_ 1 JMA__ -8_6- 865_ -V SPAR_E_ "___._154.0'____150.0'____ 0' TERMINATE WITH - _ _ 1.2 SPARE _ _ - __ _X_7CQAP_ PORT _ SPARE __96 - - - _ -_ __0' _ -_ ____________ _ _MATCHED _LOAD ____________ WITH MATCHED LOAD _ _ _ _ _ __- _ _ _ __2ND __ __ __ _ _ _ _ _ _ _ - 3 - __ _ - -� - _ _ _ _ _TER_MINATE _ _ _ ERICSSON RID RWITH 6A13 1 �- RRU 4444__ 1.4 - - -- TX /RX11 - -- - - -- - - - 4TH PORT - -- - - - - -- 700LTE -45 - - - -- - - - - _ -- - - ___- - - - -- - - -- -r1) JUMPERESECTORJBOX2TO RRU -�_ - 11 L - -- -- - -- -I - 1.5 SPARE -- - 5TH PORT SPARE _ - - - 0' 0' TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 1.6 - - -- SPARE - -- - - - - - -- - ---- - - - - -- 6TH PORT - - - -- SPARE - - - -- - - - - -- - - - - -- - - - -- - - - -- - -------------------------------------- TERMINATE WITH MATCHED LOAD 50' 2.1 TX /_RXO 1 JMA -8_6- 865_ -V_ PCSLTE +45 "___._154.0'____150.0'_.__ 2__ 0* RRUS12 -B2 (1) ROSENBERGER HJ- 712015 HYBRID - - -- _ 2.2 - - -- TX /RX1 - - -- _ _ - - -- - - - -- _X_7C_QAP 2ND PORT ---- - -- PCSLTE -45 - -- __96 - - -- - - - - -- - - - - -- - - - -- _ - - - -- 1 RRU ERICSSON WITH A2 JUMPER SECTOR BOX TO RRU - - - -- - - - - 2.3 FUTURE - - - - - - - 3RD PORT - - 850LTE +45 - - 0' _ _ _ _ - - - -- ------ - - - - -- MATCHED LOAD TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 2.4 - - -- FUTURE - -- - - - - - -- - ---- - - - - -- 4TH PORT - - - -- 850LTE -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 - - - - - 50' 3.1 TX /_RXO 1 JMA__ -8_6- 865_ -V_ AWSLTE +45 96' 154.0' 150.0'_ 2' 0' RRUS12 -B4 1 ROSENBERGER HJ- 712015 HYBRID ( ) 2� __ __ -___ _ _ 3.2 TX /RX1 _ _ __ _X_7C_QAP PORT A_WS_LTE -45 -__ _ - _ - _ _ _ = 1 RRU ERICSSON WITH A2 JUMPER SECTOR BOX TO RRU __ 4444__ _ _ _ 3.3 - - TX/RX2 ----- _- _ -- ----- ___ ___ - _ - - - _ - ___2_ND __ 3RD PORT - _ -- - - 700LTE +45 - - __ 4444_ __ 4444_ 4444_ _ 3'_ __01_ _ 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 35 ----- -- --- ----- - -_- - - - - - - - - - - - -- - - -- - - -- - - 5TH PORT ---- --- - -- - - --- AWSLTE +45 -- - -- - - - - - - - - - -- - - - - - - - - - -- - - - -- - - - - -- -- - - - 2__ - --- - - -- -- - - -- - - -- - - -- - - -- - -- - - - - - -- - - - -- - - - - - CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -B4 AT POSITION 3.1/3.2 - 3.6 TX /RX3 - 6TH PORT AWSLTE -45 - - - I - - 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 - -- - - - - - -- - ---- - - - - -- 2ND PORT - - - -- SPARE - - - -- - - - - -- - - - -- - - - -- - - - -- - -------------------------------------- TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 4.3 - - -- FUTURE - -- - - - - - -- - ------------------ 3RD PORT 850LTE +45 - - - -- - - - -- - - - -- - - -- - - -- 0' ---------------- TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 4.4 - - -- FUTURE - -- - - - - - -- - ---- - - - - -- 4TH PORT - - - -- 850LTE -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° 0' 150.0' 0' 0' TERMINATE WITH MATCHED LOAD - - - - -- -__ - - -- 1.2 - - -- SPARE - -- - - - - -- ---- - - - - -- PORT - - - -- SPARE_ - - - -__154. -__ - - -- -__ - - - -- -__ - - -- -__ - - -- -__ ------ - - - - -- ------ - - - - -- T_ER_MINA_TE WITH MATCHED LOAD _ _- ___- __ - - -- -- ___2ND __ -- -4TH __ - - -- __ - - -- __ - - -- _ - 3 - __ - -� - _ __ _ ___ 1 �- RRU ERICSSON I RWITH�3 JUMPERESECTORJBOX2TO 1.4 TX /RX1 -- PORT 70OLTE -45 - - - RRUBRID -- -_- - - - -- 1.5 - SPARE - -- - - - - - -- - ---- - - - - -- 5TH PORT - - - -- SPARE - - - -- - - - -- - - - - -- - - - -- 0' - - -- 0 -�- -[1) - -11 - -- - -- -- - - -- TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 1.6 - - - - SPARE - -- - - - - - -- - ---- - - - - -- 6TH PORT - - - -- SPARE - - - -- - - - - -- - - - - -- - - - -- - - - -- - -------------------------------------- TERMINATE WITH MATCHED LOAD 170* 2.1 TX /_RXO JMA -8_6- -V_ PCSLTE +45 °__ RRUS12 -B2 (1) ROSENBERGER HJ- 712015 HYBRID - _ 2.2 TX /RX1 _1 _ - - _X_7C_QAP _865_ 2ND PORT PCSLTE -45 __96 - _154.0'_ - _150.0'_ - _2__ - __0__ - 1 RRU ERICSSON WITH A2 JUMPER SECTOR BOX TO RRU - 2.3 FUTURE - - 3RD PORT 850LTE +45 - - - 3' O' - - - - - - TERMINATE WITH MATCHED LOAD - - - - -- - - -- - - -- FUTURE - -- - - - - - -- - ---- - - - - -- PORT_ - - - -- 850LTE -45 - - - -- - - - - -- - - - - -- - - - -- -_ - - -- -_ -------------------------------------- TERMINATE WITH MATCHED LOAD _ -2.4 _ 2.5 _ TX/RX2 - -- - - - - -- _ _44TH_ _ _ - -_5TH PORT_ -- P_CS_LT_E +45 _ _ _ _ _ _ _ 2 - _ _ _ - -0 - -- CONNECT THESE PORTS TO A2 MODEL ON RRUS12 -82 AT POSITION 2.1/2.2 W - 2.6 TX/RX3 - - 6TH PORT PCSLTE -45 r� 179 TX /RXO 1 JMA X7CQAP -86- 865_ -V AWSLTE +45 96" _154.0'_ 150.0' 2' O'_ 1 RRU ERICSSON () RRUSi2 -B4 1 ROSENBERGER HJ- 712015 HYBRID -___ TX /RX1 -_ - 2ND PORT A_WS_LTE -45 -__ - -_ JUMPER SECTOR BOX TO RRU __ 4444__ _3.2_ _ 3.3 -- TX/RX2 - _- -- --- __ - - - - - -- __ 3RD PORT - - -- -- 700LTE +45 -- __ _____ -- -- _____ -- -- _____ _ _ _ 3'_ __ __01 _ 4444 4444___ _WIT_H_A2 CONNECT THESE PORTS TO A2 MODEL ON RRUS -B13 AT POSITION 1.3/1.4 -___ TX /RX3 - 700LTE -45 - -__ -__ - - __ 4444__ _3.4_ _ 3.5 -- TX/RX2 - - _-- ___- __ - - - - - -- ___4TH _PORT 5TH PORT - -- - -- -- AWSLTE _ -- _ _____ __ _____ __ _____ _ _ _ 2'_ _ __01- 4444 _______________ 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 - -- - - - - - -- - ---- - - - - -- 3RD PORT ------------ 850LTE +45 - - - - -- - - - - -- - - - -- 3' - - -- O' -- -------------- - - - - -- - TERMINATE WITH MATCHED LOAD - - - - -- -___ - - -- 4.4 - - -- FUTURE_ - -- -_ - - - - -- -___ ---- - - - - -- - - - -- 850LTE -45 - - - -- -__ - - - -- -__ - - - -- -__ - - -- -__ - - -- -__ ------ - - - - -- ------ - - - - -- MINA_ TE_ WITH_MATCHED_L_OA_D____________ __ 4.5 SPARE _ _ ___ ___4_TH_PORT___ 5TH PORT SPARE __ __ __ __ 0' -- ____________T_ER_ TERMINATE WITH MATCHED LOAD 4444__ - - - -- 4.6 - - -- SPARE - - - 4444 - - - _ - -- - - - - -- 6TH PORT - - - -- SPARE ___ - - - ___ - - - ___ - - - - - -- - _0' - - - - ----- - - - - -- ---------------- 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 - -- -_ - - - - -- - ---- - - - - -- PORT - - - -- SPARE - - - -- -__ - - - -- -__ - - - -- -__ - - -- -__ - - -- -__ ------ - - - - -- ------ - - - - -- WITH MATCHED LOAD ----------------- _ __ _ _2ND __ +45 __ __ _ _ 3 __ _ _ jj_ _TER_MIINNATE __ 1 �- RRU ERICSSON BRID I RWITHI3A123 JUMPERESECTORJBOX2TO 1.4 TX /RXOi 4TH PORT 700LTE 45 -- 11 L RRU - - - -- 1.5 - SPARE -_ - - - - -_- - - - -- - - - - -- 5TH PORT - - - -- SPARE -_- - - - - - - - - - -_- - - - -- 0' - - -- 0' -r1) -1- - - - - -- TERMINATE WITH MATCHED LOAD - - - - -- - - - -- 1.6 - - -- SPARE - -- - - - - -- - ---- - - - - -- 6TH PORT - - - -- SPARE - - - -- - - - -- - - - - -- - - - -- - - - -- - ------ - - - - -- ------ - - - - -- TERMINATE WITH MATCHED LOAD 2904 2.1 TX /_RXO JMA -8_6- 865_ -V_ PCSLTE +45 RRUS12 -B2 (1) ROSENBERGER HJ- 712015 HYBRID - _ 2.2 TX /RX1 _1 _ - - _X_7C_QAP_ 2ND PORT PCSLTE -45 __96" _ - _154.0'_ - _150.0'_ - _2' _ - __01_ - 1 RRU ERICSSON WITH A2 JUMPER SECTOR BOX TO RRU -- - - - -- 2.3 - - -- FUTURE - -- - - 3RD PORT 850LTE +45 - - - - - - -- 3' - - -- 0' - - - -- - -- TERMINATE WITH MATCHED LOAD ----------------- - FUTURE - -- - - - - -- - ---- - - - - -- 44TH_ PORT - - - -- 850LTE -45 - - - -- - - - - -- - - - - -- - - - -- - - - -- -_ -------------------------------------- TERMINATE WITH MATCHED LOAD ° - - - - - -- -2.4 _ 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 - - - - - 2_90' 3.1 TX /_RXO 1 JMA -86 -865 -V AWSLTE +45 RRUS12 -64 (1) ROSENBERGER HJ- 712015 HYBRID N _ _ _ _ _ -___ _ __ _ 3.2 TX /RX1 _ _ _ _ _ __ _ _ -___ _X_7C_QAP 4444--- PORT ----- A_WS_LTE -45 --- - -__ -154.0'_ - -__ _150.0'_ - -__ - - - - -0'_ 1 RRU ERICSSON JU_MPER SECT_OR_BOX TO_R_RU ___ -____ _ _ _ 3.3 - TX/RX2 - _- _ -- -- ___ - - - - - -- ___2_ND __ 3RD PORT - -- -- 0 -i_ _ __ _____ __ _____ __ _____ _ _ _ 3' _ __- _ __01_ _ 4444 4444___ _WITH _A2__ _ _ CONNECT THESE PORTS TO A2 MODEL ON RRUS -B13 AT POSITION 1.3/1.4 3.4 T_X /RX3 PORT 700LT_E -45 -_ -_ -__ - __ ----- _ 4444__ _ _ _ 3.5 -- TX/RX2 - _- _ -- -- ___- __ - - - - - -- ___4TH __ 5TH PORT - -- -- ___.AWSLTE AWSLTE _ __ - _____ __ - --- _____ _ _____ _ _ _ 2' _ __- _ __01_ __ 4444 __ __________ 4444__ 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 - - - -- 85- - +45 - - - -- - - - - -- - - - - -- - - - -- 3' - - -- 0' --------------------------- TERMINATE WITH MATCHED LOAD - 4.4 FUTURE - 4TH PORT 850LTE -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" RAD 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 MODULES HYBRID JUMPER DISTRIBUTION BOX (AT EACH SECTOR) 6RRU HYBRID CABLE DISTRIBUTION BOX (MOUNTED AT SHELTER) 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 1 SCALE:NONE J Dq L'•. `C LICENSED ARCHITECT _ 12427 \ 1 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 Signed: 06 -09 -16 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 I I 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: COB REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 REV. D 05 -17 -16 REV. E 06 -09 -16 A -3 A-Qh , h Q ti J N —X N - ti ncS'L?Q r ry � r 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 12 \\ BAY 1 Z41 BAY 2 EXISTING KICKERS �} VE BAY 11 EXISTING PUCK,--/// UCK, 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 -J BAY 10 ANTENNA, TYP OF 3 PROPOSED Z- BRACKETS J EXISTING RAILING & UNISTRUi FOR CABLES, SEE STRUCTURAL BAY 9 EXISTING CONDUIT, RUNNING ALONG OUTSIDE OF RAILING BAY 8 EXISTING JUNCTION BOX SEE STRUCTURAL 1 I BAY 4 DRYWELL 10 1 0 / / 1 ) MUSHROOM 1 VENT I BAY 7 INSTALL RUBBER BOOTS AT ALL CONDUIT OPENINGS TO ENSURE THEY ARE 100% WATERPROOF. BAY 5 BAY 6 pCSL 1//1 .2 SPARRE #2 PCSLM 0L .2470 M p.3/#2.4 IE #1.5/ 1 6 #4.2 SPARE 43/40 6 PWSL #4.5/ 6 gpE X3.5/3. E I NORTH Y' • AZIMUTH ®170' ANTENNA MOUNTING DETAIL GRAPHIC SCALE 2 SCALE7/4" = 1' -0" o 1 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 9FF �� may® "? %op s �✓'01�� ." Ar A Ir �sA s&l�F F ,--RAISE EXISTING OBS LIGHT TO BE HIGHEST POINT ON TOWER EXISTING OBS LIGHT COAX RAISE EXISTING OBS LIGHT TO BE HIGHEST POINT ON TOWER, SEE STRUCTURAL PROPOSED ANTENNA TIP 1123.0' AMSL /154.0' AGL PROPOSED ANTENNA CL 1119.0- AMSL /150.0' AGL 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 PROPOSED T.O. OBS LIGHT 1124.6' AMSL/155.6' AGL EXISTING ANTENNA TIP 1124.2' AMSL/155.2' AGL TOP OF RAILING 1118.6' AMSL /149.6' AGL ELLO I F EXISTING - - - DRYWELL - - - M I TUBE I I EXISTING I I LANDING I I I I I I I I I I I I I I I I I I I I I I I I EXISTING LADDER AND LADDER CAGE I I I 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' zo' J. 0 . ,p 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 6&A�-< 06-09-16 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 PROJECT 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: TOWER ELEVATION ANTENNA MOUNTING DETAIL 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 REV. D 05 -17 -16 REV. E 06 -09 -16 A -4 I I I I I I IJ -------- - - - - -- �I 6 LEFT ELEVATION I I I I I I ------------------------ - - - -II FRONT ELEVATION GRAPHIC SCALE 5 SCALE: 1/8" = 1' -0" 0 1 4• a' TO ELECTRIC ENTRY I I ------------------------ - - - -�I BACK ELEVATION GRAPHIC SCALE 7 SCALE: 1/8" = 1' -0" 0 BUILDING WALL BUILDING FLOOR 1" X 2 3/4" BOLT ® ® 1" LOCKWASHER 1" FLAT 2 "OD WASHER p 3/4" X 2 1/2" SLEEVE ANCHOR Oj WITH FLATWASHER 1 3/8" TIE DOWN BRACKET 2" 8" 2" 2" 8" 2" 1 1/16 "0 HOLES +_ N 4 REQ'D 8 ,- EQUIPMENT SH LTER WALL PLAN ELEVATION ANCHORING DETAILS GRAPHIC SCALE $ SCALE: 1/2" = 1' -0" 0 1 1• 2' GC TO VERIFY ALL PIPES FROM THE SHELTER INCLUDING EXHAUST PIPES & VENTS SHALL BE MADE OF OR COATED WITH A NON - CORROSIVE MATERIAL AND BE ABLE TO WITHSTAND PROJECTED HEAT FROM GRADE THE GENERATOR 2" 8" 1 1/16 "0 HOLES 7/8 "0 HOLES GALV. STEEL TIE DOWN 3/8" PLATE FIELD- APPLIED ITEMS CONTRACTOR- FURNISHED ITEMS SHIPPED LOOSE WITHIN PREFAB 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 REBAR 12" OC EACH WAY (952) 903 -9299 Q HOFFMAN ENCLOSURE I I 1 ANCHORING PLATES (18" x 18" x 6 ") #4 REBAR STIRRUP 0 EXTERIOR LIGHT FIXTURE ® FABRICATED ANCHORING ANGLES PR£FABRICA7£D BUILDING BY. Q3 GENERATOR MUFFLER Og PVC CONDUIT & FITTINGS IQ Fibrebond Corporation ® BUSS BAR ea 1300 Davenport Drive 0 ROOF SHEILD FIBREBOND. IV Minden, LA 71055 800- 824 -2614 © HVAC FILTER HOOD o> ATTN: STACEY COLVIN 0 HVAC HVAC 16MIX-mi I I I I I I IJ -------- - - - - -- �I 4 RIGHT ELEVATION SCALE: 1/8" = 1' -0" SEE 8/A -51 2' -0° ' 7-0 1 2 6' -9° / ° 8' -0° 7' -5° 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 REBAR 12" OC EACH WAY (952) 903 -9299 #4 REBAR AT 16" WWW.DESIGNlEP.COM I I 4" VOID 24 AT CORNERS #4 REBAR STIRRUP CONTROL JOINT, TYP I AT 16" ON CENTER FORM I. NOTE: I 1 MAINTAIN 3" OF �I COVER ON REBAR J ea ._ J �o CONCRETE PAD SECTION SCALE: 318" = 1' -0" SHELTER WALL FINISHED FLOOR PRECAST SHELTER FLOOR STRUCTURE 6" AIR SPACE N= CONTRACTOR TO PROVIDE PENETRATION IN PREFABRICATED SHELTER WALL FOR TELCO ENTRY. CONTRACTOR TO VERIFY FINAL LOCATION & SIZE OF PROPOSED TELCO ENTRY W/VZW CONSTRUCTION ENGINEER. APPROXIMATE CI717 TFI (:n ENTRY A% CONTRACTOR TO FOAM FILL AND CAP BOTH SIDES (EXTERIOR /INTERIOR) OF EXISTING UNUSED PENETRA110N(S) IN PREFABRICATED SHELTER WALL, TYPICAL. CONCRETE PAD AROUND SHELTER #4 CONT REINFORCING REBAR, 12" O.C.E.W. COMPACTED GRANULAR FILL #4 REBAR AT 16" ON CENTER 24"24F- " AT CORNERS #4 REBAR STIRRUP AT 16" ON CENTER 20" x 8" CONCRETE FOOTING w/ (2) - #4 CONTINUOUS REBAR #4 REBAR 6'r AT 32" ON CENTER 3/4" CHAMFER GRAPHIC SCALE 0 1 11-4• 2' -8" ©I i GENERATOR ROOM EQUIPMENT ROOM FIRE EXTING 1 II 4' x 5' NORTH CONC STOOP 3 FLOOR PLAN SCALE: 1/8" = 1' -0" 4' -0" EQUIPMENT ROOM DOOR FINISHED FLOOR SEE 8/A -5�� PRECAST SHELTER y�L00R STRUCTURE _. _ .,_ 2' -0° ' 7-0 1 2 6' -9° / ° 8' -0° 7' -5° 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 REBAR 12" OC EACH WAY (952) 903 -9299 #4 REBAR AT 16" WWW.DESIGNlEP.COM I I 4" VOID 24 AT CORNERS #4 REBAR STIRRUP CONTROL JOINT, TYP I AT 16" ON CENTER FORM I. o #4 CONTINUOUS REBAR °I a� a SEE 2/A -5 #4 REBAR g ^18 COLD JOINT I a ` �. I (612) 720 -0052 Q d o> 4 4Q N a in a (2) #4 REBAR I I (2) #5 REBAR I d CONTINUOUS I I HAIRPINS r - - #3 TIE AT 18" I ON CENTER �— NOTE: MAINTAIN 3" OF COVER 18" DIA SONOTUBE ON REBAR FOUNDATION SECTION 2 _. _ .,_ 2' -0° ' 7-0 1 2 6' -9° / ° 8' -0° 7' -5° 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 REBAR 12" OC EACH WAY (952) 903 -9299 #4 REBAR AT 16" WWW.DESIGNlEP.COM ON CENTER 8" THICKENED L — SLAB — 24 AT CORNERS #4 REBAR STIRRUP CONTROL JOINT, TYP I AT 16" ON CENTER VERIZON CONC PAD, o #4 CONTINUOUS REBAR °I a� a SEE 2/A -5 #4 REBAR g ^18 BLOOMINGTON, MN 55438 I a ` �. I (612) 720 -0052 Q d o> 4 4Q N a in a b 4 d v a.. NORTH CONCRETE PAD PLAN GRAPHIC SCALE 9 SCALE: 1/8" = V -0" 21' -9 1/2" 2' -4 1/2" 4�RT J. Dq'�j,,� LICENSED ARCHITECT t/ 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: DESIGNLI 6" AIR SPACE 8" CONCRETE SLAB w/ #4 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 REBAR 12" OC EACH WAY (952) 903 -9299 #4 REBAR AT 16" WWW.DESIGNlEP.COM ON CENTER 8" THICKENED L — SLAB — 24 AT CORNERS #4 REBAR STIRRUP AT 16" ON CENTER VERIZON FOOTING w/ (2) - WIRELESS #4 CONTINUOUS REBAR 10801 BUSH LAKE ROAD #4 REBAR g ^18 BLOOMINGTON, MN 55438 AT 32" ON CENTER (612) 720 -0052 12" TYR I X OTL 8 TYP. OF 4 0 m I a PROJECT 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS FOUNDATION PLAN & DETAILS FLOOR PLAN ELEVATIONS ANCHORING DETAILS CONCRETE PAD PLAN CONCRETE PAD SECTION DRAWN BY NORTH REV. B REV.0 FOUNDATION PLAN GRAPHIC SCALE REV. D ,� REV. E SCALE: 1/8" = 1' -0" o I + e A -5 TRD 09 -15 -15 CDB 10 -07 -15 12 -07 -15 02 -16 -16 05 -17 -16 06 -09 -16 NOTES: 1. TOP OF WALLS TO BE LEVEL t1/8 ". 2. EQUIPPED BLDG WEIGHT IS APPROXIMATELY 107,500# 3. T/0 FNDN. ELEV. = SEE SITE PLAN 8" THICKENED L — SLAB — 1 i 18" DIAMETER SONOTUBE (TYPICAL OF 4) 9' -5" 1 i 5' -0" 5' -0" 12" TYR I X OTL 8 TYP. OF 4 0 m I a PROJECT 20151251797 LOC. CODE: 387832 MINC HAYWARD SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS FOUNDATION PLAN & DETAILS FLOOR PLAN ELEVATIONS ANCHORING DETAILS CONCRETE PAD PLAN CONCRETE PAD SECTION DRAWN BY NORTH REV. B REV.0 FOUNDATION PLAN GRAPHIC SCALE REV. D ,� REV. E SCALE: 1/8" = 1' -0" o I + e A -5 TRD 09 -15 -15 CDB 10 -07 -15 12 -07 -15 02 -16 -16 05 -17 -16 06 -09 -16 PROPOSED CABLE BRACKETS MOUNTED TO TOWER STEM, SEE STRUCTURAL a5 I f { EXISTING PERSONNEL DOOR EXISTING OH DOOR EXISTING OVERFLOW PIPE EXISTING LADDER EXISTING CONDUIT IN USE UTILIZE EXISTING PVC CONDUIT. INSTALL CAPS OR BOOTS OVER THE CONDUIT OPENINGS o 0 0 0 0 0 0 0 - PROPOSED UG PVC CONDUIT NOTE: s 0 TYPICAL CONSTRUCTION: EDGES EDGES �G TREES & SHRUBS - GROUND LINE TO BE 2 1/2" DIA. - 10' LONG CEDAR DRESSED 2" BITUMINOUS TOPPING DRESSED THE SAME AS EXISTED AT THE NURSERY. STAKE WITH NOTCHED END 7 EXPOSED - 2 PER TREE. ( ) MIN. 12:1 OVER 4" ASPHALTIC CONCRETE SLOPE OVER 6" CLASS 5 ROADSTONE BASE MIN. 12:1 SLOPE 1 GARDEN HOSE '- 12 0" FOLD BACK BURLAP FROM 3 GUYS OF 10 GAUGE TOP OF BALL. GRADE GRADE TWISTED WIRE 120' APART AROUND TREE. s 2" MULCH TURNBUCKLE m� BACKFILL WITH TOP SOIL & PEAT �4�0 MOSS 3:1 RATIO BY VOLUME IN 4" SOIL SAUCER 9" LAYERS. WATER EACH LAYER UNTIL SETTLED, ANY VARIANCE FROM THIS ROADWAY DESIGN MUST 24 "x2N2" STAKE DRIVEN BE APPROVED BY THE OWNER AND ARCHITECT FLUSH W/ FINISHED GRADE. LOOSEN SUBSOIL NOTE: ROAD AS DESIGNED WILL HOLD A 20,000 # VEHICLE Al z ROAD DETAIL GRAPHIC SCALE 3 2' a' i' «' CABLE BRIDGE RESTS ON GALV, 12" MIN GPS ANTENNA STEEL ANGLE PROVIDED W/ BLDG. TREE BOLT TO BLDG. W/ 3/8" 0 X 2" EQUALS TWICE LONG EXPANSION BOLTS EXISTING UG FIBER LD NORTH TOWER BASE PLAN GRAPHIC SCALE ° 5 -4- 10' -B° I I II I III I - I I �. I I PROPOSED HYBRID CABLES rl �' INSTALL CAPS OR BOOTS OVER THE ad CONDUIT OPENINGS UTILIZE EXISTING CONDUITS PHOTO - EXISTING CONDUITS 6 SCALE: LOOKING WEST P� PLANTING DETAIL GRAPHIC SCALE 4 SCALE: 1/8" = 1'4" ° a' e' 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 PRO 1, PART #ACP08K PROPOSED CABLE BRIDGE POST ELEVATIONS s GPS MOUNTING DETAIL SCALE: 3/4" = 1' -0" CONTRACTOR TO SUPPLY AND INSTALL 10 GAUGE THHN POWER AND HARM WIRING (2) 1 1/2" NON-METALLIC WATERPROOF FLEX CONDUITS CONTRACTOR TO SUPPLY AND INSTALL EXTERIOR GRADE FIBER JUMPER, (LC /LC X12 -FIBER SM UPC OFNP IN /OUT TRUNK W /OSP C- BREAKS PULL GRIP AVAIL THROUGH GREYBAR), VERIFY LENGTH. o BUSS - BAR PAINT THE EXPOSED PVC PIPES TO CLOSELY MATCH TUN—WEN BUILDING COLOR. ILI' PHOTO - TOP OF TANK SCALE: LOOKING SOUTHWEST LIGHTWEIGHT CONC. FILLED AROUND CONDUIT TO PREVENT SETTLING. 3 1/2" O.D. SCH. 40 GALVANIZED STEEL PIPE Z- BRACKET (TYP.) (3) PROPOSED DIST. BOXES 0 PROPOSED JBOX FIBER RUN IN 1 1/2" NON- METALLIC WATERPROOF FLEX CONDUIT (3) HYBRID CABLES 6 (3) 4" VALMONT BOOT. MODIFY AS NEEDED TO ACCEPT REQUIRED CABLES CONC PAD BACKFILLED' SOIL y o QQQ d ° I r;;ltb-A —4"0 SCHED. 80 PVC GLUED WATERTIGHT CONDUIT W/ 22 1/2. 24" RADIUS. TYP. OF 3 2 CABLE BRIDGE SECTION GRAPHIC SCALE SCALE: 1/4" = V -0" 0 1 2' a' E.Q. E.Q. PROPOSED ADDITIONAL 2' -0" x 4' -0" LENGTH OF GRIP -STRUT THRU - BOLTED TO CABLE BRIDGE �I °f / ✓/ . /// ��i TO PROTECT DISTRIBUTION BOXES PROPOSED GPS MOUNTED TO POST, SEE 7 /A -6 CABLE BRIDGE PLAN GRAPHIC SCALE SCALE: 1/4" = V -0" 0 2' a' 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 & vL 06-09-16 Date: DESIGN h. 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 SCHOOL BLVD MONTICELLO, MN 55362 SHEET CONTENTS: CABLE BRIDGE PLAN CABLE BRIDGE SECTION ROAD DETAIL GPS MOUNT DETAIL PLANTING DETAIL TOWER BASE PLAN PHOTOS DRAWN BY: TRD DATE: 09 -15 -15 REV. A 10 -07 -15 REV. C 02 -16 -16 REV. D 05 -17 -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, & WARRANTY Contractor is to furnish Insurance certificates for themselves and subcontractors. Contractor will provide any required Bonding. 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). 01 0400 SUPERVISION & COORDINATION Contractor shall provide supervision throughout the Project, coordinating the work of the Subcontractors, and delivery & installation of Owner — fumished items. Contractors 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 P P 9 9 9 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. At the completion of the installation, Verizon shall be responsible for providing the City of Monticello with a clean set of as —built 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 ". 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. Oi 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. Corner 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 corners. 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, per detail 4/A -6. Contractor shall warrant new trees for 2 years. 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. Field 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. 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 ". 4 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 are 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. 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: See sheet A -8 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 Owner's 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. 41 4319 LABELING EQUIPMENT Contractor shall provide a label on the door of Verizon's equipment building to clearly identify Verizon's contact information. Labels or tags shall also be added to Verizon's coax cables at the bottom of the tower and behind each antenna. Labels shall 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 shall include but is not limited to the following: a. Verizon b. MINC Hayward 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. LICENSED ARCHITECT 12427 Zbr MOO 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 60 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 NOTE: 1. NOTHING INSTALLED SHOULD INTERFERE WITH NORMAL OPERATION OR USE OF THE TOWER. 2. 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. DRAWN BY: TRDI REV. A 10 -07 -15 REV. B 12 -07 -15 REV. C 02 -16 -16 REV. D 05 -17 -16 REV. E 06 -09 -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. Contractor to verify exterior prior to painting. 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 "). Contractor to verify exterior prior to painting. .lr D,q LjP LICENSED ARCHITECT 12427 J1� ��''q aF' 0 \` \: 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 60 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: PAINTING 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 REV. D 05 -17 -16 REV. E 06 -09 -16 A -8 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 lead 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 (M) 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 5Q 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 90 GENERATOR FRAME TO EXT RING #2 SBTC LICENSED ARCHITECT 12427 OF Wig", 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 ,! ��� %�. _ , 60 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 REV. D 20151251797 REV. E 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 �S i /tU Elk :K1;1A11E 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 v TYPE HS TYPE GT TYPE PT TYPE GL LUG 0 1 EXOTHERMIC WELD DETAILS 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 REV. D 05 -17 -16 REV. E 06 -09 -16 G -1 G 10' -0° O.C. OR AS SHOWN NORTH GROUNDING PLAN 1 SCALE:NONE EM ©yI SP I I I I I® I I 0 ow o V) N I1 r - - - -1 1 1 L ---- i x- GROUNDING DETAIL INDEX LICENSED ARCHITECT — 12427 DETAIL DETAIL DESCRIPTION 11.1 TEST WELL DETAIL GROUND RING & ROD DETAIL 11.2 SHELTER HALO DETAIL if REBAR GROUNDING DETAIL 11.4 CONDUIT DETAIL & CONCRETE STOOP PENETRATION DETAIL 11.5 TYPICAL GROUNDING CABLE BRIDGE DETAIL 11.6 TYPICAL TOWER GROUNDING DETAIL FPQ6 FP TEST WELL PREFERRED i / i / // ° 6 �: - - -� LOCATION 4IRBR —� ✓ / 4 4 — — — - BS 1 _l I CBs -�+ - f---- Y YGBS n I I ° + © I I I © © I I IRS n\\ , I I F I I Q I I I I GP 4 ®I I I© �`_ I I I I x — AC© x. I I 4� I x RS I' 4 I FP© / o I I ��� // GP FP.© TELL I / / > - - -'/ ° B4d R \ / 4 Q ° 10' -0° O.C. OR AS SHOWN NORTH GROUNDING PLAN 1 SCALE:NONE EM ©yI SP I I I I I® I I 0 ow o V) N I1 r - - - -1 1 1 L ---- i x- GROUNDING DETAIL INDEX LICENSED ARCHITECT — 12427 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 06-09-16 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 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. D G -2 TRDI 10 -07 -15 12 -07 -15 02 -16 -16 OyF \ Q�, 10 y cc 0/t �J `/ \ �D PROPOSED HAND HOLE /PULL BOX, ` \ c LOCATED WITHIN PUBLIC RIGHT OF WAY oye ` EXISTING RIGHT oyF \ INSTALLED BY DARK FIBER PROVIDER ONF OF WAY LINE °yF v cc yF�� OyF \ PROPOSED FIBER DISTRIBUTION PEDESTAL OhF ^ 41 MAY BE REQUIRED BY UTILITY PROVIDER OyF y9� \ \ F O yF oy F oyF \ RE LESSEE 20 WIDE POPOSD HAND HOLE PULL BOX, / ACCESS & UTILTIES f LOCATED WITHIN PUBLIC RIGHT OF WAY yin INSTALLED BY UT FIBER PROVIDER \ i / oyF RIGHTS OF WAY ° oy b ooh � F 1\ \ON oyF ° yF PROPOSED 17" X 30" X 24' HANG HOLE /PULL 80X, 12" MAX. FROM ' RIGHT OF WAY. BY G.C. \ oy OyF F O yF \ \ Oy POWER TYPE: 120/240V, SINGLE O��c.� ALj� PHASE, 200 AMPS LICENSED ARCHITECT 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 EXISTING SIGN pyF 3 U1 OyF c Oyf \ �\ oyF ONF \ >f EXISTING UTILITIES, \ \ A f V A oyF °yF VAOy \ o \oyF \ TYP \ oy \oyF \F \ oy oyF LESSEE 10' WIDE oyF ON- UTILTIES RIGHT OF WAY • c \ oyF \ c \ \ \ oyF oyF ON oyF \ yF \oyF ^\ EXISTING 6' WIDE DRAINAGE c \ \ \ \ \ \ pyF F\ Oy OHF\ \ & UTILTIES EASEMENT y \ \ `\ \ \ \� \ \O F OyF pyF \ C \° o� Oye \\c \ \ \ PROPOSED UNDERGROUND FIBER CONDUIT \oG \OyF EXISTING uc WATER \oyF F \ \ \ \ WITH A TRACEABLE WIRE FROM HAND O \ \� F \ ryf LINE, TYP HOLE /PULL BOX WITHIN PROPERTY, TO °yF \Oy \ SEE SURVEY \\ o o \ \ COMPOUND HAND HOLE /PULL BOX BY F\ OyE. c \ \ \ G.C., MINIMUM OF 42" BELOW GRADE W/ OyF \`- \ oyE\ \ 2 DETECTABLE RIBBONS, APPROX 720 LF a ❑ °G NORTH FIBER PULL BOX LOCATION PLAN GRAPHIC SCALE 3 SCALE: 1/16" = 1' -0" o 1 8t 16' PROPOSED UG LESSEE 10' ELECTRICAL RUN FROM OGF OGF0 ii WIDE UTILITIES METER & DISCONNECT \ RIGHT OF WAY TO SHELTER, BY GC, iipq / G I APPROX 20 LF pie 0 OGPG x x —�x x x x x x x X .x > 4 aQ n PROPOSED METER &I d DISCONNECT, SEE + DETAIL INDEX ❑ Lo __—EXISTING UG FIBER ❑ LESSEE 33 X 20' + " LAND SPACE 1 I I LESSEE ES WIDE ACCESS a I���"' — L — ❑ — — &UTILITIES RIGHTS OF WAY . 0 PROPOSED JUNCTION BOX ❑ WITH INTERNAL GROUND BAR PROPOSED 17" X 30" X (PER GROUNDING DETAIL) 24" HAND HOLE /PULL BOX I AND UNDERGROUND FIBER I PROPOSED UG FIBER CONDUIT TO JUNCTION BOX OPTIC RUN FROM HAND BY G.C. ❑ HOLE TO SHELTER NORTH 2 COMPOUND UTILITY PLAN GRAPHIC SCALE SCALE: 1/16" = 1' -0" o 1 st 16' OAS 0 I GAF oy - UTILIZE � � \S O F \\ ON . n EXISTING x � � XFMR PROPOSED UG ELECTRICAL RUN FROM EXISTING TRANSFROMER TO METER I & DISCONNECT, BY GC, I ` ° m MIN 42" BELOW GRADE, A x — i \ W/ 2 DETECTABLE - RIBBONS, APPROX 185 LF 2 "-1 � I I 0 x I�I x I X I x x1 x EXISTING UG WATER LINES, TYP SEE SURVEY 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 Signed: 06 -09 -16 Date: DESIGNfi, 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: DATE: CHECKED BY: ' I I REV. A REV. B REV. C NORTH REV. D — — — — REV. E SITE UTILITY PLAN GRAPHIC SCALE 1 SCALE: V = 100' -0" 0 50' too' U TRD 09 -15 -15 CDB 10 -07 -15 12 -07 -15 06-09-161 NOTES: 1. NOTHING INSTALLED SHALL INTERFERE WITH NORMAL OPERATION OR USE OF THE WATER TOWER. mm 2. THE CONTRACTOR IS TO FIELD VERIFY THE LOCATION OF ALL PENETRATIONS, AND CABLE ROUTE WITH THE OWNERS THIRD PARTY INSPECTOR. 3. THE VERIZON INSTALLATION SHOULD BE IN COMPLIANCE 4285 Lexinplon Avenue N. WITH ALL OSHA REGULATIONS. ALL VIOLATIONS NOTED S. Peul, Mlnrreeote wl1 BY THE CITY OF MONTICELLO AS A RESULT OF THIS Phrna: BSt415.38W Fa :851.415.2001 SI.PM- BM1.415Owxer -Fft: lakes- 5.200Siva Fala INSTALLATION, SHALL PROMPTLY BE REPAIRED BY Web: www.u8ebcom VERIZON. 4, ALL METAL PARTS IN CONTACT WITH THE TOWER MUST BE 1009 VINYL COATED (EXCEPT THREADS ON BOLTS) I hereby certify that this plan EXISTING TO PROTECT THE TOWER COATING. THESE INCLUDE BUT SEAM WELD ARE NOT LIMITED TO CROSSOVER PLATES, ANGLE specification, or report wos PROP. CABLES -FIBER FEED TAILS FROM MAIN ADAPTERS, EXPANSION RINGS, CLAMPED PIPE MOUNTS, U- BOLTS. A SOURCE FOR THESE PRODUCTS IS KOR1 prepared by me or under my direct supervision and that I DISTRIBUTION BOX ROVED EQUAL. CONTACT THEM AT am a duly Licensed Professional Engineer under the laws (SECTOR Z) TO RRUS WWW.KORSLLOC.COM SECTOR Z) (FIELD (I- of the State of Minnesota. VERIFY) - `- -- = Typed or ISAAC ODLAND Printed Name: 7 L "Z" SECTOR ® /1jvl EXISTING e: CGfX� 290' AZIMUTH l / /n U.. Nm 4798 No : 47985 KICKERS' "X" ,'PROPOSED MAIN (TYP.) ( DACH BOX TYP. BOX SECTOR Q ���Q. 50° AZIMUTH Date: 5 -12 -16 S� � OiP �C�P EXISTING _- -- - - -_ -_ WATER TANK CONCRETE WALL 4- EXISTING PROPOSED ANTENNAS TYP. EXISTING WATER MAIN PIPE AND WALL DESIGN ® TANK j EACH SECTOR CONTRACTOR TO VENT UTILIZE EXISTING PROPOSED SUPPORT ROBERT J DAVIS, AIA Q O _ PENETRATIONS -- RRUS. TYP. PROP. CABLES -FIBER ARCHITECT FOR VERIZON EACH SECTOR G CABLE, WITH WATERPROOF NEW ... Cjfp FEED TAILS FROM MAIN DISTRIBUTION BOX (SECTOR X) TO RRUS �; 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952)903 -9299 EXISTING AIRWAY -, BOOTS (FIELD �Q� o (SECTOR X) (FIELD ANTENNA BY OTHERS i -' VERIFY SIZE - ) TYP. VERIFY) EXISTING (TYP. 3 LOCATIONS) B TYP. S -6 PROPOSED ANTENNA TYP. PROPOSED PENETRATION N EXISTING DR TUBE TO CLIMBING LADDER EXISTING 1 EACH SECTOR PROPOSED HYBRID \ \ \\ DRYWELL (3) PROP HYBRID CABLES -- 7 \ CABLES. SEE DETAIL E SHEET S -2. (FIELD EXISTING VERIFY LOCATION) ) TUBE FROM GROUND EQUIPMENT EXISTING iI PROPOSED OVERFLOW FOR PROPOSED TO MAIN DISTRIBUTION BOXES ;� DRYWELL �0 - RRUS. TYP. PIPE AND HYBRID CABLE ROUTING INSIDE C C WIRELEV (SECTOR X, Y AND Z) _ _ TUBE EACH SECTOR WALL V BELOW -�/ i SUPPORT EXISTING DRYTUBE 10801 BUSH LAKE ROAD CONTRACTOR TO INSTALL ; _ �y SEE SHEETESAI3 A BLOOMINGTON, MN 55438 Z- BRACKETS BETWEEN EXISTING DRY TUBE AND HANDRAIL FOR HYBRID CABLE EXISTING EXISTING MANWAY OBSTRUCTION �� PROPOSED ) HYBRID CABLES INSTALLATION (TYP). -- ` TANK I HATCH IT VENT RAISEDTOANDE EXISTING - OBE ROUTED (FIELD VERIFY EXACT 7( RELOCATED TO 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 /.. EXISTING EXISTING CLIMBING DOOR MINC CONDUIT FOR LADDER FROM GROUND ® OBSTRUCTION LEVEL TO CATWALK LEVEL �A' HA EXISTING JUNCTION BOX LIGHT I VYARD AND CONDUIT p�ST• ', - -_ -;,� -_ - EXISTING B�)( PROPOSED HYBRID CABLES _. CONDUITS AT ON CLUSTER BOX MOUNT - FLOOR LEVEL EXISTING CONDUIT ROUTED ALONG THE OUTSIDE OF (SEE DETAIL D SHEET S -2) (TYP.) THE EXISTING HANDRAIL SCHOOL BOULEVARD PROP. CABLES -FIBER PROPOSED HYBRID CABLE MINTICELLO, MN 55362 FEED TAILS FROM MAIN ON VERTICAL DISTRIBUTION BOX BRACKET MOUNT (SECTOR Y) TO RRUS (SEE DETAIL A ��VEWTS: (SECTOR Y) (FIELD "Y" SECTOR 4 SHEET S-2) PROPOSED VERIFY) 170' AZIMUTH NOTE: CONTRACTOR TO 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 N N DRAWN BY: GJP AT THE BOTTOM OF THE TOWER AND BEHIND EACH DATE: 5 -12 -16 ANTENNA. LABELS SHOULD ALSO BE ADDED TO THE RRUS, SECTOR AND MAIN DISTRIBUTION BOXES, THIS CHECKED BY: IJO WILL HELP THE OWNER IDENTIFY VERIZON'S EQUIPMENT REV. D 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 UEI PROD. # 15.003359 PLAN @ PROPOSED ANTENNA LAYOUT ., - r -o" B PLAN @ PROPOSED WATER TOWER GROUND �8 - 1 A S- LEVEL ALONG WITH CATWALK/DRYTUBE LAYOUT 1 NOTE: FIELD VERIFY LOCATION OF CONTRACTOR TO FIELD VERIFY LOCATION OF 1. ALL METAL PARTS IN CONTACT WITH THE TOWER MUST PROPOSED APPLY SILICONE PROPOSED BE 100% VINYL COATED (EXCEPT THREADS ON BOLTS) BRACKET CAULK PRIOR TO BRACKET wi� TO PROTECT THE TOWER COATING. THESE INCLUDE BUT TIGHTENING NUTS PROPOSED SIMPSON ARE NOT LIMITED TO CROSSOVER PLATES, ANGLE (TYP) TITEN HD CONCRETE ADAPTERS, EXPANSION RINGS, CLAMPED PIPE MOUNTS, U— BOLTS. A SOURCE FOR THESE PRODUCTS IS KOR1 . SCREW ANCHOR J12"x3" (2 SCREWS QWLiiiii nA- .N. PRODUCTS OR APPROVED EQUAL. CONTACT THEM AT OUTSIDE PER BRACKET) (F SL Peal, 1141 W126 PPI-8b�1Y�R�'UftdnuL�IF�- WWW.KOR1LLC.COM. NEEDED OVERSIZED ftcFa% �- EXISTING WATER WASHER) WW — .11mg- TOWER CONCRETE (3) PROP. HYBRID WALL CABLES WITH I hereby certify that this plan ANDREW GALV. SNAP —IN HANGERS UNIVERSAL (3) PROP. HYBRID ADAPTOR ANGLE OR EQUAL OUTSIDE AND GROMMETS specification, or report was prepared by me or under my CABLES WITH SNAP —IN HANGERS MOUNTED �, @ 3' -0" O.C. CONTRACTOR TO direct super, Sion and that I am a duly Licensed Professional AND GROMMETS ` CONTRACTOR TO NSIDE APPLY SILICONE i CAULK PRIOR TO Engineer under the laws of the State of Minnesota. PROVIDE & INSTALL A TIGHTENING NUTS ped or NEOPRENE PAD AND (TYP.) Printed Name: ISAAC ODLAND METAL SHIM BETWEEN THE BEAM CLAMP & � �p l mom/ THE LIP OF THE EXISTING WATER TOWER CONCRETE signam�e: 44' — EXISTING CATWALK WALL Lic. No.: 47985 OLL CONTRACTOR ;r 1/2"0 GALVANIZED A36 Date: 5 -12 -16 PROPOSED EXISTING CATWALK CONTRACTOR TO INSTALL J —BOLT FOR HYBRID VALMONT /SITE PRO 1 VALMONT SP1587 BRACKET CABLE AND COAX SNBX3 GALV. MINI TO PROPERLY SECURE .SUPPORT (CONTRACTOR CLUSTER BRACKET @ 48" O.C. MAX OR - -- INSIDE HORIZONTAL COAX AND TO VERIFY EXACT APPROVED EQUIVALENT HYBRID CABLE. (FIELD QUANTITY AND LOCATION) (TYP) 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 Nr - - 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 & )/2" VERIZON PENETRATION TO AVOID INTERFERING WITH CLIMBING LADDERS AND ANY OTHER PART OF FLAT STOCK. 'A, IRELESS W 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 DRYWELI PROJECT F 20151251797 S -2 MINC 2° 2" HAYWARD Y%12 %4" PLATE 4° SCHOOL BOULEVARD MINTICELLO, MN 55362 SHEET CONTENTS: BEVEL PLATE AS SHOWN SECTIONS AND DETAILS 7� 10 "4 SCH. 80 PIPE DRAWN BY: GJP SEAL (CUT IN HALF) DATE: 5 -12 -16 j6 WELD BY: IJO NCHECKED REV. D 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: PROPOSED SITE PRO 1 PART# A METAL SHIM SHALL BE USED ZB24 Z— BRACKET BOLTED TO ALONG WITH NEOPRENE PAD AT ALL CLAMP LOCATIONS. UNISTRUT FOR COAX SUPPORT (TYP.) NOTE: EXISTING HANDRAIL (3) PROP. HYBRID INSTALL NEOPRENE PAD @ ALL CLAMP LOCATIONS (TYP.) (3) PROPOSED HYBRID CABLES WITH SNAP—IN HANGERS EXISTING DRYWELL LADDER 4285 Le.'ag— Avenue N. SL PeuI, Minnesota 55128 Ph M: 851A15.8800 Fez: 85+.x15.2001 CONTRACTOR TO UTILIZE CABLES WITH SNAP —IN HANGERS AND GROMMETS AND GROMMETS EXISTING DRYWELL SI PWA - Sihae -Denver-DW LJMe Far -Sioux Fells W. rww eiteto aom EXISTING PENETRATIONS PROPOSED GALV. FOR VERIZON CABLE, WITH EXISTING PROP. DRYTUBE EXPANSION HANGER NEW WATERPROOF BOOTS DRYWELL EXPANSION RING , C (FIELD VERIFY SIZE) TYP. FULL HEEIIGHTT OF I hereby certify that this plan specification, or report was CONTRACTOR TO INSTALL THE DRYWELL prepared by me or under my -- — 1/2'0 GALVANIZED A36 direct supervision and that I P J —BOLT FOR HYBRID am a duly Licensed Professional CABLE AND COAX under CONTRACTOR TO SUPPORT (CONTRACTOR of thleeStote of Minnesota. APPLY SILICONE CAULK PRIOR TO TO VERIFY EXACT aped or ISAAC ODLAND Printed Name: - TIGHTENING NUTS QUANTITY AND LOCATION) /J (TYP.) (TYP.) L '4' Gm TOP OF TANK J signature: Lic. No.: 47985 PROPOSED GALV. PROPOSED GALV. Date: 5 -12 -16 COAX ANGLE ADAPTER COAX ANGLE ADAPTER CONTRACTOR TO FOR UNISTRUT FOR UNISTRUT NSTALL RUBBER ATTACHMENT TO ATTACHMENT TO OR NEOPRENE EXISTING HATCH EXISTING BOTTOM RAIL - - BEHIND EACH PLATE"- - -- - PROPOSED (2) PROPOSED NOTE: EXPANSION RING. DESIGN UNISTRUTS, FIELD 1. ALL METAL PARTS IN CONTACT WITH THE TOWER MUST VERIFY LENGTH. BE 100% VINYL COATED (EXCEPT THREADS ON BOLTS) TO PROTECT THE TOWER COATING. THESE INCLUDE BUT EXISTING ROBERT J DAVIS, All ARE NOT LIMITED TO CROSSOVER PLATES, ANGLE CATWALK ARCHITECT ADAPTERS, EXPANSION RINGS, CLAMPED PIPE MOUNTS, AND 9973 VALLEY VIEW RD. U— BOLTS. A SOURCE FOR THESE PRODUCTS IS NOR1 PRODUCTS OR APPROVED EQUAL. CONTACT THEM AT RAILING EDEN PRAIRIE, MN 55344 (952) 903 -9299 WWW.KOR 1 LLC.COM. 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 C) BOTTOM RAIL AS NEEDED ALONG 20151251797 BOTTOM RAIL MINC PROPOSED ANTENNA MOUNTING PIPE (2) PROP. HYBRID -------- _ HAYWARD CABLES WITH SNAP —IN (1) PROP. HYBRID HANGERS AND CABLE WITH SNAP —IN GROMMETS HANGER AND GROMMET PROPOSED COMMSCOPE PROPOSED GALV. RRU MOUNTING BRACKET COAX ANGLE ADAPTER PROPOSED GALV. SCHOOL BOULEVARD (PART NO. MTC3326DHD) FOR COAX TO BE Z-11— COAX ANGLE ADAPTER MINTICELLO, MIN 55362 PROP. RRU'S FIELD VERIFY ROUTED AS NEEDED ALONG BOTTOM RAIL FOR COAX TO BE — , ROUTED NEEDED ALONG BOTTOM RAIL SHEET CONTENTS: EXISTING TCE I ICI SECTIONS AND DETAILS — EXISTING TOE KICK NOTE: NOTE: DRAWN BY: GJP DATE: 5 -12 -16 1. ALL METAL PARTS IN CONTACT WITH THE TOWER MUST I. ALL METAL PARTS IN CONTACT WITH THE TOWER MUST CHECKED BY: IJO BE 100% VINYL COATED (EXCEPT THREADS ON BOLTS) BE 100% VINYL COATED (EXCEPT THREADS ON BOLTS) TO PROTECT THE TOWER COATING. THESE INCLUDE BUT TO PROTECT THE TOWER COATING. THESE INCLUDE BUT REV.D ARE NOT LIMITED TO CROSSOVER PLATES, ANGLE ARE NOT LIMITED TO CROSSOVER PLATES, ANGLE ADAPTERS, EXPANSION RINGS, CLAMPED PIPE MOUNTS, ADAPTERS, EXPANSION RINGS, CLAMPED PIPE MOUNTS, U— BOLTS. A SOURCE FOR THESE PRODUCTS IS KOR1 U— BOLTS. A SOURCE FOR THESE PRODUCTS IS KOR1 PRODUCTS OR APPROVED EQUAL. CONTACT THEM AT PRODUCTS OR APPROVED EQUAL. CONTACT THEM AT WWW.KORILLC.COM. WWW.KOR1 LLC.COM. UEI PROJ. # 15.00359 PROPOSED RRU MOUNTING BRACKET No SCALE F PROPOSED HYBRID CABLE ROUTING ALONG TOP No SCALE E PROPOSED HYBRID CABLE ROUTING ALONG TOP No scAL D S -3 OF EXISTING WATER TOWER OF EXISTING WATER TOWER NOTE: PROP. HYBRID CABLE SUPPORT AND ROUTING NOTES: 1. ALL METAL PARTS IN CONTACT WITH THE TOWER MUST a BE 100% VINYL COATED (EXCEPT THREADS ON BOLTS) TO PROTECT THE TOWER COATING. THESE INCLUDE BUT 1. CONTRACTOR SHALL SWEEP /ROUTE PROPOSED ARE NOT LIMITED TO CROSSOVER PLATES, ANGLE HYBRID CABLE AS NEEDED TO NOT INTERFERE WITH 4285 Lexfttaa A--N. EXISTING ADAPTERS, EXPANSION RINGS, CLAMPED PIPE MOUNTS, PROPOSED ANTENNA MOUNTING FRAMES AND BRACES. BLPaui,Mianaeote 55'2e Pa one: 551A15.880o Fax: 55+.415.2001 OBSTRUCTION U- BOLTS. A SOURCE FOR THESE PRODUCTS IS KOR1 SI PwA Sihae -Denier DW LWm Far -Sioux Fells LIGHT RELOCATED PRODUCTS OR APPROVED EQUAL. CONTACT THEM AT 2. CONTRACTOR SHALL ROUTE AND INSTALL THE PROPOSED Web:"'aA.10- WWW.KORILLC.COM. HYBRID CABLE TO THE PROPOSED COAX BRACKETS 2. INCLUDE PLASTIC WASHERS ON ALL BOLTED WITH SNAP -IN HANGERS GROMMETS, CONTRACTOR ATTACHMENTS. 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 NOTE: direct supervision and that I am a duly Licensed Professional Engineer under the laws 1. PROPOSED OBSTRUCTION LIGHT MOUNTING NOTES: NOTES: of the State of Minnesota. CONTRACTOR TO U PIPE, BRACKETS AND MOUNTING HARDWARE Typed ar WELD A SHALL BE GALVANIZED. (TYP.) 1. CONTRACTOR TO INSTALL HOIST Printed Name: ISAAC ODLAND THREADED TE ADAPTER TO THE CONTRACTOR TO REPAIR AND PAINT TO MATC' EXISTING WATER TOWER AS REQUIRED AFTER Gm 'p TE ON J- BOLTS. signature: '4' TOP THE PIPE PLACEMENT OF PROPOSED ANTENNA MOUNTING 2 ANY EQUIPMENT INSTALLED SHALL TO ALLOW HARDWARE. NOT INTERFERE WITH THE Lid No.: 47985 ATTACHEMENT OF 2. CONTRACTOR TO INSTALL WELDED INSERTS ON NORMAL OPERATION OR USE OF EXISTING PIPE, BOTH ENDS OF THE ANTENNA MOUNTING PIPES THE TOWER. Dote: 5 -12 -16 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. 1\ DESIGN D�A.71�1\ AT EXISTING 01 SCHEDULE VERITCAL HAND RAIL 7 80 PIPE POST (CONTRACTOR PAINTING / GALVANIZING NOTES: NOTE: ROBERT J DAVIS, All TO SEAL BOTH ARCHITECT = �ASCHFDULF ENDS) 1 . IN GENERAL WHERE ANGLE 9973 VALLEY VIEW RD. I. PROPOSED ANTENNAS INSTALLED ON THE EXTERIOR ADAPTERS, CLAMPS OR ANY OTHER EDEN PRAIRIE, MN 55344 ba OF THE WATER TOWER SHALL BE SHOP PAINTED TO AREAS OF WHICH THERE IS METAL TO (952) 903 -9299 80 PIPE r�i 3�1g" MATCH THE EXISTING WATER TOWER COLOR. (VERIFY METAL CONTACT, PROVIDE A NEOPRENE z (CONTRACTOR TO COLOR). AND TAPE COLORED CLOSELY TO SEAL BOTH ENDS) MATCH THE TOWER COLOR BETWEEN ALL EXPOSED JUMPERS AND HYBRID CABLES SHALL THE PART AND THE BASE MATERIAL TO B BE PREVENT EXCESS DAMAGE TO THE MATCH THE EXISTING WATER TOWER ° 1 PLATE COLOR (VDERiFOY COLOR) COATING AND PROVIDE A MOISTURE "x6)'z "x0' BARRIER IN THE EVENT OF COATING Ya -6° _ PROPOSED MOUNTING PIPES AND ALL MOUNTING DAMAGE IF ANGLE ADAPTERS ARE 2 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 @ 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 1" RADIUS HALVES OR EQUAL (2) d /8" DIA. PROJECT 2„ 1/2" 1 1/2" U -BOLTS 20151251797 EXIST. 3 /s" DIA PIN AND MINC RAILING O COTTER KEY (PIN VERTICAL REMOVAL WILL POST ALLOW LIGHT TO PIVOT FOR BULB HAYWARD CHANGING) B SCHOOL BOULEVARD MINTICELLO, MN 55362 SHEET CONTENTS: EXIST. TANK - -_ SECTIONS AND DETAILS ROOF 3 /s" 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: 5 -12 -16 CHECKED BY: IJO TO PLACE FLEXIBLE CONDUIT AT BASE OF REV. D LIGHT TO ALLOW THE LIGHT TO PIVOT UEI PROJ. # 15.00359 EXISTING OBSTRUCTION LIGHT RELOCATED RAISED NO SCALE C PROPOSED OBSTRUCTION Nt, _ ._L B 1 -- " l C_ -LL A Cad V T 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 ") WEIGHT, WITH BRACKETS: 27 Ibs - Lp 1285L Angora Avenue N. St. Paul, Minnesota 55126 Pb one: 561.415.9500 Fax: 651.415.2001 -9ane l- Oemer- OeetGi Lekee- Fapo -61oux Falls WPeul Web: www.ultelB.mm - , .f ef.4 *.7 +io+ 1 hereby certify that this plan �. # # ## ��f f #i +; �����.P I_ 2 PROP. PIPE MOUNT, pr pareda byame ore undere my t # F / fP0 # ♦ _a USING SUPPLIED direct supervision and that I f�� }* EQUIPMENT HARDWARE, MOUNT BRACKET TO am a duly Licensed Professional Engineer under the laws felt *.10 f #�* ! �,� �, _T _ ANTENNA PIPE of the State of Minnesota. Typed *��, *� *� or Primed Name: ISAAC ODLAND c L<GN Signature: Lie. No.: 47985 ,tW i 1 .. PROP. EQUIPMENT AND Date: 5 -12 -16 71OA4TIYAlM10(711t)<121 ...., MOUNTING BRACKET i #1 Oan he irrkkided rin IeR r = • , f ornArn slide dLdll:. r - DESIGN umf11.19t�& ivili cliLl h, ROBERT J DAVIS, AIA ARCHITECT 1 NOTE: 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 1. PROPOSED RRU'S AND DISTRIBUTION BOXES MUST BE PAINTED TO MATCH THE EXISTING WATER TOWER COLOR OR INCLUDE SHIELDS AROUND THE EQUIPMENT. 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 NOTE: ERICSSON RRUS -135 W/ SOLAR SHIELD ERICSSON RRUS -613 W/ SOLAR SHIELD 10801 BUSH LAKE ROAD AND RRUS A2 RX MODULE CONTRACTOR TO PROVIDE A LABEL ON THE DOOR OF VERIZON'S EQUIPMENT BUILDING TO CLEARLY AND RRUS A2 RX MODULE BLOOMINGTON, MN 55438 DIMENSIONS, WxDxH:432x183x501mm (17 "x7.2 "x19.7 ") IDENTIFY VERIZON'S CONTACT INFORMATION. LABELS OR TAGS SHOULD ALSO BE ADDED TO DIMENSIONS, WxDxH:432x183x501mm (17 °x7.2 "x19.7 ") VERIZON'S COAX CABLES AT THE BOTTOM OF THE TOWER AND BEHIND EACH ANTENNA. LABELS WEIGHT, WITHOUT BRACKETS: 80 Ibs SHOULD ALSO BE ADDED TO THE RRU'S, SECTOR AND MAIN DISTRIBUTION BOXES. THIS WILL HELP WEIGHT, WITHOUT BRACKETS: 80 Ibs 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: PROJECT A. VER17ON 20151251797 B. MINC HAYWARD MIN C 0 4111111 Of III 111 �lf� e R f A #,,* C'tf +49#�1IF off +fi * HAYWARD 0 a �# # 'not +rt #o * #�� �� *�It.t��t ; #'fo*f�f + It 10 It tollf I@ IF N + + t f�i f 49. t SCHOOL BOULEVARD *° #q *, MINTICELLO, MN 55362 SHEET CONTENTS: PROP. PIPE MOUNT, USING SUPPLIED EQUIPMENT HARDWARE, SECTIONS AND DETAILS MOUNT BRACKET TO ANTENNA PIPE #� #, #, �1 t1 �I �Y �I �I *t 41t DRAWN BY: GJP E k DATE: 5 -12 -16 CHECKED BY: IJO REV. D PROP. GALV. EQUIPMENT T'= 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 NOTE: 1. ALL METAL PARTS IN CONTACT WITH THE TOWER MUST BE 1009 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 4255 L Anglin AVenua N. SL Paul, Minnawta 66126 PRODUCTS OR APPROVED EQUAL. CONTACT THEM AT Pnom: ee1.415 —D Fax: — .415.2001 WWW.KOR1LLC.COM. srPeui- eisn.M:- oan.« -t»t - Fupo -So. 11, w�: www.mreio.�om 2. INCLUDE PLASTIC WASHERS ON ALL BOLTED ATTACHMENTS. I hereby certify that this plan specification, or report was PROP. 2D" SCH. 80 x 8' -0" _ prepared by me or under my direct supervision and that I PIPE (MAX.) (BOTH ENDS am a duly Licensed Professional CAPPED WITH WELDED END Engineer under the laws CAPS, FIELD VERIFY) of the State of Minnesota. PROPOSED Typed or ANTENNA Printed Nu ISAAC ODLAND AND MOUNTING HARDWARE ,, ,,�® 6 siynaw ra: n€zbx ,4 Lie. No.: 47985 INSIDE HANDRAIL Data. 5 -12 -16 OUTSIDE HANDRAIL INSIDE HANDRAIL OUTSIDE HAN DRAIL INSIDE HANDRAIL OUTSIDE HANDRAIL DESIGN PROPOSED HANDRAIL PIPE MOUNT PROPOSED HANDRAIL PIPE MOUNT PROPOSED HANDRAIL PIPE MOUNT 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). 9973 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 BETWEEN HANDRAIL AND BETWEEN HANDRAIL AND BRACKET. BRACKET. BRACKET. PROP RRUS -135 _ PROP RRUS -12 W /A -2. W /A -2. SEE DETAIL F SEE DETAIL C SHEET S -5 FOR SHEET S -5 FOR MORE INFO AND �� EXISTING TOP RAIL (L3 "x3 "xY4 ", MORE INFO AND EXISTING TOP RAIL (L3 "x3 "xY4 ", EXISTING TOP RAIL (L3 %3 "xY4 ", MOUNTING TYP.) FIELD VERIFY MOUNTING TYP.) FIELD VERIFY TYR.) FIELD VERIFY VERIZON EXISTING VERTICAL POST (L3 %3 "xY4 °, TYP.) BEYOND EXISTING VERTICAL POST (L3 "x3 "xY4 ", TYP.) BEYOND EXISTING VERTICAL POST (L3 °x3 %)/4 ", TYP.) BEYOND - WIRELESS • ® EXISTING MID RAIL (L3 "x3 "x/4 "= 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 EXISTING 2" CONDUIT ROUTED EXISTING 2" CONDUIT ROUTLS 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 ALONG THE OUTSIDE OF THE � EXISTING MID RAIL (1-3 "x3 "x)'4 ", EXISTING MID RAIL (L3 "x3 "xY4 ", EXISTING HANDRAIL. FIELD VERIFY PROJECT TYP.) FIELD VERIFY TYP.) FIELD VERIFY PROPOSED COMMSCOPE PROPOSED COMMSCOPE EXISTING BOTTOMRAIL (L3x3x)'4 ", IFRU MOUNTING BRACKET EXISTING BOTTOMRAIL (L3x3xY4 ", RRU MOUNTING BRACKET EXISTING BOTTOMRAIL (L3x3xY4 ", TYP.) FIELD VERIFY 20151251797 (PART NO. MTC3326DHD) TYP.) FIELD VERIFY (PART NO. MTC3326DHD) TYP.) FIELD VERIFY /'+ MIN C -EE DETAIL F SHEET ' SEE DETAIL F SHEET - -3 FOR MORE INFO. S -3 FOR MORE INFO. j PROP. 2Y2" SCH. 80 x 6' -0" _ .� PROP. 2Y2" SCH. 80 x 6' -0" HAYWARD PIPE (MAX.) (BOTH ENDS PIPE (MAX.) (BOTH ENDS CAPPED WITH WELDED END CAPPED WITH WELDED END CAPS, FIELD VERIFY) CAPS, FIELD VERIFY) EXISTING TOE KICK PLATE (4 "xY4" EXISTING TOE KICK PLATE (4 "x4" EXISTING TOE KICK PLATE (4'x/4" TYP.) FIELD VERIFY TYP.) FIELD VERIFY TYP.) FIELD VERIFY IF SCHOOL BOULEVARD EXISTING WATER TANK EXISTING WATER TANK EXISTING WATER TANK MINTICELLO, MN 55362 SURFACE SURFACE SURFACE SHEET CONTENTS: I - -- -- - GENERALNOTES NOTE: NOTE: NOTE: NOTE: NOTE: 1. THE PROPOSED ANTENNAS, 1. PROPOSED RRU'S AND DISTRIBUTION BOXES 1. THE PROPOSED ANTENNAS, 1. PROPOSED RRU'S AND DISTRIBUTION BOXES 1. THE PROPOSED ANTENNAS, ANTENNA MOUNTING PIPES AND ALL MUST BE PAINTED TO MATCH THE EXISTING WATER ANTENNA MOUNTING PIPES AND ALL MUST BE PAINTED TO MATCH THE EXISTING WATER ANTENNA MOUNTING PIPES AND ALL DRAWN BY: GJP ASSOCIATED HARDWARE SHALL BE TOWER COLOR OR INCLUDE SHIELDS AROUND THE ASSOCIATED HARDWARE SHALL BE TOWER COLOR OR INCLUDE SHIELDS AROUND THE ASSOCIATED HARDWARE SHALL BE DATE: 5 -12 -16 SHOP PAINTED TO MATCH THE EQUIPMENT. SHOP PAINTED TO MATCH THE EQUIPMENT. 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. D 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 USEC. 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 Al 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 EQUIPMENT MOUNTING DETAIL NO SCALE I C PROPOSED EQUIPMENT MOUNTING DETAIL NO SCALE I B PROPOSED ANTENNA MOUNTING DETAIL NO SCAL= A _ G 6 (HANDRAIL LOCATION) (HANDRAIL LOCATION) (HANDRAIL LOCATION) NOTE: 1. 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 K0R1 PRODUCTS OR APPROVED EQUAL. CONTACT THEM AT WWW.K0RI LLC.COM. 2. INCLUDE PLASTIC WASHERS ON ALL BOLTED ATTACHMENTS, INSIDE HANDRAIL PROPOSED MAIN DISTRIBUTION BOX SEE DETAIL B SHEET S -5 FOR MORE INFO PROP. 2Y2" SCH. 80 x C -0" PIPE (MAX.) (BOTH ENDS CAPPED WITH WELDED END CAPS, FIELD VERIFY) NOTE: 1. THE PROPOSED ANTENNAS, ANTENNA MOUNTING PIPES AND ALL ASSOCIATED HARDWARE SHALL BE SHOP PAINTED TO MATCH THE EXISTING WATER TOWER COLOR. 2. ALL ANTENNA FEED LINES, JUMPERS, COAX AND HYBRID CABLE CANNOT INTERFERE WITH TOP OF THE HANDRAIL MUST BE ROUTED AS SUCH THAT THEY COMPLY WITH OSHA REQUIREMENTS REGARDING HANDRAILS. �1_ OUTSIDE HANDRAIL PROPOSED HANDRAIL PIPE MOUNT BRACKET KIT ATTACHED TO EXISTING BOTTOM AND TOP RAIL (SITE PRO 1 PART# HMB -A OR ENGINEER APPROVED EQUAL). NEOPRENE PAD REQUIRED BETWEEN HANDRAIL AND BRACKET. EXISTING TOP RAIL (L3 "x3 "xY4 ", TYP.) FIELD VERIFY EXISTING VERTICAL POST (L3 "x3 "xY4 ", TYP.) BEYOND EXISTING 2" CONDUIT ROUTED ALONG THE OUTSIDE OF THE EXISTING HANDRAIL. FIELD VERIFY EXISTING MID RAIL (L3 "x3 "xY4 ", TYP.) FIELD VERIFY EXISTING BOTTOMRAIL (L3x3xY4 ", TYP.) FIELD VERIFY EXISTING TOE KICK PLATE (4 "x)/4" TYP.) FIELD VERIFY EXISTING WATER TANK SURFACE NOTE: I. PROPOSED RRU'S AND DISTRIBUTION BOXES MUST BE PAINTED TO MATCH THE EXISTING WATER TOWER COLOR OR INCLUDE SHIELDS AROUND THE EQUIPMENT. NOTE: A METAL SHIM SHALL BE USED ALONG WITH NEOPRENE PAD AT ALL CLAMP LOCATIONS. PROPOSED EQUIPMENT MOUNTING DETAIL A (HANDRAIL LOCATION) No SCALE DESIGN LOADS A. WIND LOAD (PER AWWA) 1. WIND SPEED: 90 MPH 2. GUST EFFECT FACTOR = 1.0 3. FORCE COEFFICIENT = 1.0 CODES A. INTERNATIONAL BUILDING CODE - 2006 B. STATE OF MINNESOTA BUILDING CODE - 2007 C. ASCE 7 - 2005 D. AWWA D100 -05 MISCELLANEOUS A. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE START OF ANY WORK. THE CONTRACTOR IS TO REPORT TO THE STRUCTURAL ENGINEER OF RECORD ANY AND ALL CONFLICTS IN THE CONSTRUCTION DOCUMENTS AND /OR THE ACTUAL CONSTRUCTED CONDITIONS IMMEDIATELY. B. UNLESS SPECIFICALLY NOTED, NO PROVISIONS HAVE BEEN MADE IN THE STRUCTURAL DOCUMENTS FOR FUTURE EXPANSION OR ADDITION. THE STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR THEIR FINAL IN PLACE LOADS ONLY (SEE "DESIGN LOADS "). C. THE CONTRACTOR IS RESPONSIBLE FOR BRACING ALL STRUCTURAL ELEMENTS, WITHOUT OVERSTRESSING, AS REQUIRED UNTIL THE ENTIRE PROJECT IS COMPLETE. STOCKPILING OF ANY MATERIALS ON THE STRUCTURAL ELEMENTS IS AT THE CONTRACTOR'S OWN RISK. DISPOSAL OF DEBRIS A. ALL MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. MATERIALS SHALL BE DISPOSED OF OFF SITE AT A LOCATION SECURED AND ARRANGED FOR BY THE CONTRACTOR. BURNING OR BURIAL OF DEBRIS ON SITE SHALL NOT BE ALLOWED. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCEPTANCE OF THE MATERIAL AND FOR ANY DAMAGES RESULTING FROM ITS OPERATIONS. ALL COSTS ASSOCIATED WITH DISPOSAL OF DEMOLITION MATERIAL OR DEBRIS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SITE MAINTENANCE AND FINISHING OPERATIONS A. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO MINIMIZE DUST AND NOISE DURING THEIR OPERATIONS. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE CITY TO MINIMIZE THE DUST TRACKING OF MUD AND DEBRIS OFF -SITE DURING AND AFTER DEMOLITION. WATER OF OTHER METHODS OF DUST CONTROL SHALL BE USED IF NECESSARY. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AND PROTECTION FROM THE SAFETY HAZARDS DURING THEIR OPERATIONS. STRUCTURAL STEEL A. DESIGN CODE: 1. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" (AISC), LATEST EDITION. 2. STEEL CONSTRUCTION MANUAL (AISC), LATEST EDITION. B. MATERIALS: 1. WIDE FLANGE SHAPES - ASTM A992 (Fy = 50 KSI) 2. HOLLOW STRUCTURAL SECTIONS (HSS) - ASTM A500, GR. B (Fy-46 KSI) 1. PIPE STEEL - ASTM A53, GRADE B (Fy - 35 KSI) 4. WELDING ELECTRODES - ASTM A233 E70 SERIES. 5. CONNECTION BOLTS - ASTM A325 6. MISCELLANEOUS STEEL - ASTM A36 C. INSTALLATION NOTES 1. SHOP AND FIELD WELDING IS TO BE PER AWS D1.1, LATEST EDITION. ALL WELDING IS TO BE PERFORMED BY CERTIFIED WELDERS ONLY. 2. THE STEEL SUPPLIER IS RESPONSIBLE FOR THE DESIGN OF ALL CAP PLATES, BEARING PLATES, BASE PLATES, STIFFENERS, SPLICES, AND CONNECTIONS UNLESS DETAILED ON THE DRAWINGS. THE STEEL SUPPLIER IS TO INCLUDE ALL BOLTS AND HOLES FOR REQUIRED "OSHA" CONNECTIONS. D. STRUCTURAL STEEL TESTING- THE OWNER, AT HIS OWN EXPENSE, SHALL EMPLOY THE SERVICES OF AN INDEPENDENT TESTING AGENCY TO TEST THE FOLLOWING: 1. SHOP FABRICATED WORK: PERFORM TESTS NOTED ABOVE, EXCEPT BOLT TESTING MAY BE REDUCED OR DELETED IF THE FABRICATION SHOP SATISFIES THE QUALITY CERTIFICATION PROGRAM OF AISC FOR A CATEGORY 1 FABRICATOR OR A MORE STRINGENT CRITERIA, TESTING MAY ALSO BE WAIVED IF THE FABRICATOR IS APPROVED BY BOTH THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF RECORD. STRUCTURAL STEEL CONT. 2. WELDING, AS FOLLOWS: FILLET WELDS: VISUALLY INSPECT 100% OF ALL FILLET WELDS FOR SIZE, LENGTH, AND QUALITY PER AWS D1.1. PARTIAL PENETRATION WELDS: TEST 100% OF ALL PARTIAL PENETRATION WELDS EXCEEDING 5/16 INCH USING A MAGNETIC PARTICLE TESTER PER ASTM E109. PERFORM TESTING ON BOTH THE ROOT PASS AND THE FINISHED WELD. FULL PENETRATION WELDS: TEST 100% OF ALL FULL PENETRATION WELDS EXCEEDING 5/16 INCH USING AN ULTRASONIC TESTER PER AWS D.1.1 SECTION 6. TEST 25% OF ALL FULL PENETRATION WELDS LESS THAN 5/16 INCH USING A MAGNETIC PARTICLE TESTER PER ASTM E109. PERFORM TESTING ON BOTH THE ROOT PASS AND THE FINISHED WELD. PROCEDURES AND PREPARATION: VERIFY THE FOLLOWING: I. QUALIFICATIONS OF ALL WELDERS AS AWS CERTIFIED II. PROPOSED WELDING PROCEDURES AND MATERIALS III. ADEQUATE PREPARATION OF LAYING 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 3. ALL TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER. 4. 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. 5. 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. 6. THE REPAIRED AREAS SHALL CONFORM TO THE SURFACE PREPARATION REQUIREMENTS OF RACE STANDARD SPO178 -2007, FACE WELD PREPARATION DESIGNATION "C ". 7. NO WELDING OVER COATED STEEL SURFACES IS PERMISSIBLE. THE CONTRACTOR IS RESPONSIBLE TO ADEQUATELY REMOVE ALL COATINGS BEFORE WELDING. 8. 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. 9. 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 THE OWNER. OWNER RESERVES THE RIGHT TO HAVE ALL WELDS TESTED. TESTS WILL BE PAID FOR BY THE 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. E. STRUCTURAL STEEL GALVANIZING: 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 TWO COATS OF COLD GALVANIZING PAINT. 4. ALL FIELD CUT SURFACES AND FIELD DRILLED HOLES SHALL BE PAINTED WITH MINIMUM TWO COATS OF COLD GALVANIZING PAINT. GENERAL NOTES A. WITHIN THESE PLANS AND SPECIFICATIONS, "OWNER" IMPLIES VERIZON WIRELESS. 4285 LeAng- Avenue N. 81. Paul, Minnesota 55126 Pnone: 561.415.9500 Fax: 551.415.2001 wM,: - glanswg.- . -Oehtit Lelw -Fapo -Sioux Falls wan: www.mreio.�om I hereby certify that this plan specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Typed or Printed Name: ISAAC ODLAND Signature: J.. Lie. No.: 47985 Date: 5 -12 -1 6 DESIGN® ROBERT J DAVIS, AA ARCHITECT 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 (952) 903 -9299 VERIZON WIRELESS 10801 BUSH LAKE ROAD BLOOMINGTON, MN 55438 PROJECT 20151251797 MINC HAYWARD SCHOOL BOULEVARD MINTICELLO, MN 55362 SHEET CONTENTS: GENERAL NOTES DRAWN BY: GJP DATE: 5 -12 -16 CHECKED BY: IJO REV. D UEI 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 t0 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. DESIGN 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 , a distance 9 9 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 69 degrees 50 minutes 38 seconds West, a distance of 33.70 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 104.97 feet; thence North 50 degrees 12 minutes 08 seconds East, a distance of 25.98 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 49.70 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. AND 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. SITE NAME: MINC HAYWARD Wright County, MN 12„ RCP �` B'� ,� S/ S, ��.� �\\� \\ >>'� \F 966 O X64 966 �- �`.�\ i `, 6' . �0 \��� 326 oc - __- - -__ z - q " 4 \ 11/0 0 20 40 '`Oc vF'�Frtheo ° ' FFFFRq'�o \ �,�FRSON ter /y 6 S 9e G O i SCALE IN FEET) GC 10; O/ pN qS c CO C rJe -1� -- ' p `� °° `'ti /t F /V a DETAIL '1'/M p Of .Y - - - -- - - --- I --- - - - -__ \ ,\'�� \ MMpNS Fos\�'`� �`\ °c S j,Q t 1 w I - I \`. I o I \ �_� F /RST`rlec� � � *� \ sT ,q0 /OOk oo N Grass Surface /p c o 67 4 T C�10 -i , Existing `�� 04s > >, Cgs 0 Transformer " _ ___------- - - - - -- ` � 0lExlsting Water Tower Center -------- ------ 0 9s Oc Ground Elevation = 969.0 NAVD88 Bottom of Painter's Ring = 1060.3 NAVD88 Gq Grass Surface S Top of Stem = 1062.8 NAVD88 i I ,�' 968 �� 0� Top of Tank Elevation = 1114.5 NAVD88 i i I Y. r-- Existing Edge of �� � o G i 1 I I `� i Water Tank `�\ c5`� n Top of of Rail Elevation = 1119.3 NAVD88 i i I 1 967 Tallest Appurtenance Elev. - 1124.9 NAVD88 I i -)3 `� \\ � \ \ Gqs Latitude N45° 17 06.33 NAD83 i 10 _ - - \ Longitude - W93° 48' 40.87" NAD83 I I \ �n7�� y0 .\\ �\ 11 �\\ - 00 1 969 FO - 1 c -- - - - - -- \ LAND SPACE \� Point of Beginning f 20 wide - - Un -�- Z I �� � - - - - \1 Access i 07 i I / �\\ /��' E \ \ \\\\ 1 i /o 1 6� °0�1g I O o N I i - - -' & 10' wide Utilities Right of Way N �'- O 1 I U) \ I,, Grass w ------------------------- D----------------------- �'__ -- "E 969 Surface I it Existing Concrete ��' , -' 8» PVC J `� y - -- - , ' Existing 16' wide I o \ \ �\ \ Curb & Gutter 7--------- - - - -- -- - - - - -- - t- - =�� -- Existing 20' wide -� I O j I -- -- - - -�- -- Access Gate `� I y I I \\ n O Existing 27' wide I O I �� `� I I Existing Overflow I v \\ z I Pipe o `'�,�� '969 Q co II 9 COI , w i o LL \ 110 I , , - IF _ I CO - - �� i ° I i �� 1 I I - - -- I O l \` ,� - 4 wide Utilities 3 II o 11 i �� u Right of Way Grass Surface p ,0 o 11 k \�I SO 3 T, � -__ CN Z I I I % Point of Beginning of 4' wide - -�,,\ `� 33. /,0 �% '- -__ 0 - i ° \ Utilities Right of Way �i �-. �� ` i -2-- \\�`�, \\ Also Line "C" , i, i w `. It �\ 0 14.68 I ,, \ I I T O 0 O - 33.00 -' 0 i O O \�\ O o O L) S90 °0000 W o ° O 2 I 6/9/16 I REVISED 10' WIDE UTILITIES RIGHT OF WAY 1 5/16/16 ADDED CITY UTILITIES FROM CITY AS- BUILTS No. I Date I REVISIONS FIELD WORK: 8/14/15 1 CHECKED BY: SMK I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. SMK JBr I SMK SMK SMK SMK SIGNATURE: p,,. in By CHK APP'D DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 SHEET 1 OF 2 SHEETS FULL SCALE ON 22 "x34" HALF SCALE ON 11 "x17" 0494A1736.000 © 2016 WIDSETH SMITH NOLTING WIDSETH SMITH NOLTING Engineering I Architecture I Surveying I Environmental LAND SPACE \� Point of Beginning f 20 wide - - Un -�- Z I �� � - - - - - - - - - - - - - - - - - - - Access & Utilities Rights of Way ; i -- 33.00 -'� �� -- ,,n '� Sgg °12'05 "W 1274.62 "E `d2�g''''' -- - - - - -i Also Line "A" o 00 o N90 °00'00 , --��` "Point of Beginning of Land Space 6� °0�1g \ o N I i - - -' & 10' wide Utilities Right of Way N �'- O 1 I U) \ I,, 96$ Also Line „B" Line A" -� �`•� ------------------------- D----------------------- �'__ -- "E 969 - -- N90 °00'00 104.91 ��' , -' 8» PVC ---- - - - - -- - \ 1 - -- - 4" DIP - -� -� o »- 7--------- - - - -- -- - - - - -- - t- - =�� -- Existing 20' wide -� -- - - - - -- -- - - - - -- -- - - - - -- ------ - - - - -- - - - -- ----------------------- DIP--- - - - - - - -4 -- -- - - -�- -- Sliding Gate Existing 27' wide A A Sliding Gate 2 I 6/9/16 I REVISED 10' WIDE UTILITIES RIGHT OF WAY 1 5/16/16 ADDED CITY UTILITIES FROM CITY AS- BUILTS No. I Date I REVISIONS FIELD WORK: 8/14/15 1 CHECKED BY: SMK I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. SMK JBr I SMK SMK SMK SMK SIGNATURE: p,,. in By CHK APP'D DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 SHEET 1 OF 2 SHEETS FULL SCALE ON 22 "x34" HALF SCALE ON 11 "x17" 0494A1736.000 © 2016 WIDSETH SMITH NOLTING WIDSETH SMITH NOLTING Engineering I Architecture I Surveying I Environmental LEGEND 7 MAILBOX G e- ELEC POLE Xl WATER VALVE ❑ CATCH BASIN WATER HYDRANT - -� - -- - -- --- - - - 4" DIP \\ SIGN n ELEC METER ❑ TELE PEDESTAL I TELE HANDHOLE � STORM MANHOLE \ G GAS METER AC A/C UNIT \\ I SHRUB 0 GUARD POST GATE POST c c c c CHAIN LINK FENCE Existing 20' wide -'I SECTION LINE �,' I --i6 QUARTER LINE - -- RIGHT OF WAY LINE BOUNDARY LINE Sliding Gate LAND SPACE - - - -- EASEMENT LINE - LOT LINE ------------ - - - - -- EXISTING EASEMENT LINE UGE UNDERGROUND ELEC GAS UNDERGROUND GAS FOC UNDERGROUND FIBER OPTIC - WATERMAIN > SANITARY SEWER STORM SEWER - - CENTERLINE a CONCRETE SURFACE I-, r -, -T- -, n 1 I\ I BUILDING WALL HATCH •I I 1 P5� / / \ \ L / _I I I _ A \ II \1 \ v - � v 1/ 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 GEODETIC NORTH 0 °03'04" \ H / OyF OhF \ OhF \ 0* OVYIP- �oj � S / �- O or c Edge of OhF 0 o Oy`o 0/)"<, OyF SITE SURVEY \ \ oyF e I ,i \ a1 \ i CD os e� \� oca F OyyF hF OhF OhF F oF hF So- \ Oy S Groo OyFI ` , OQ Fg � o - -� -- _ -- � � Yo'b o e \ y \\ a \ \ \\ \N _\'\ F y\ \\\� \ \ \ \ \ \ IG I _ �\ ` \ _\,\\ \ \ \ y y\ ' \ \ O roo \reFN s s ° O S N` \ \ , o s �`\ • � \ \ p o \ k ° I ' L� q \ - - %h L� \ q I FL Existing Concrete � 963 4 Oy Oy F OCurb & Gutter To/? a\ Ce mis o 'yF o 96on t hF ° \ jio ON-- e Olt 4 �963 \ p/Y F yF 64 OyF OF 0 6 0 de Grass Surface --t 00O Oy\ oyF pF FF C/e S o hF Sign oF p F h 0 o 'Y F �oo oe o y \ yF p F dc je 'SS N � " ` o h CO o � 2)e o e ; ,� \ .6' h'F y G) o ph �;e p\ 0 NOyF oyF ,5F \ \ S I ,F. 'F , C g` , OsI ^ e 965 - Oh F Oy T, \ oy F ON-- OOhF \ O'YF 0* O'yF F \/A 1 I Q I t A Is \ Q / , ^O_/' v ce o 1121, , e . o g 0 p F I L_ L-, -],—,I 1'\\I \� p hF h \�Z /\ * / 0° oy F O,yF h OF p y F L__ I I L__ O/Y"- \ O/F CP O oy OyF / p hF E ON', yF F I p \ oyF �yF p hF MAGNETIC \ o'yF 0 \ NORTH Grass Surface ? L__ \ `��FFERgS9e \ Oi /F s eh \ \ \ ONIZ. \ \ F \ O hF o hF OhF �v \ \ h F \ % , phF C o y p h FpyF oy OtiOY F F F OhoF y F \ h F\ oy° '�SF 6 Oy F (ID OyF hF N y F er / ----------- ---\ - h F o py F OF h \ I \ \ \ OF Oy F Oy ohF OF Existing Concrete I %' \ 4G F ` Curb & Gutter r 14.) Permanent Access & Sign Easement ,^ \ py F Oy F \ \ \ p y \ \ \ Oy F per Document No. 1027001 O / \ \ ohT 0/y 0/-/,-- oy F o y _ \ ,I \ / 2 O 1 " =600' VICINITY MAP L -I- I \ v I ---------------- \ \ f1 • \ \II I -_ . L r L -_- _ r I I J I I I / — ��- SITE o A L / J 9e -/VS of °� DESIGN G rass S ur f ace S i I \�� � �l/✓`b, t�\ � ,\ \� I A e. t aU mF 9 d ih \ OF o F \ \ oy l 'yF Grass Surface o yF 90 - C i L U)I Fp \ O h N64 U/V / y oyF C O o f phF p h F '03 y F F \ o / � \ v \ J F O \ y O F F. I\ /pC �/ hF phF \p �/ O F\ 'y \ \ 6 ice- I_0 966 GAS 'HOC �.1 qQ k 2 / \ \ hF /' T N6 ��\\\ \ / D T70 / pyF OyF oyF Oy �S , GAS Fo / N C / \ ON', \ p OyF o/yF w c\ App ,,, \ yF OyF � ,\ S I (' i 20 0 / \ oy O/ 1 - -- .96 \ �' c / �' �' /jt 'de Grass Surface \ j ONF \12 „ R cce - -- I CP ryo c �\ 966 - ght ss ' F oy z \`� S G i \�� ' ^ -�� -- \pC lei / .Biy Fki \O ON" o_ a) 0 0 >_ \ C� -il 1 p I - ��\� \\ �\ qy / /�� F Cr0 stj� yF \ oy \ E .� I /6' ��� \\ 9S Fp �/ \ F\ - -- I - J -- C d F qte O U U O I I - ���� � ` �'' % 00 O Of el'Qt% T0��Q� F� O/YF - - -- i II w F7- I I \ ' 0 A o� er ��j +T O I I 96% \ \ \ /'' TO/ p o f T terh q/� t Ce/J O/yF ( ) —J Existing = _ `` �'' / Tq // o f qn/` erS te' ON g I � � Q o - \� / q est Rqj/ e' R% O I Building I \ ` �:< / t /tU �p F/e qt 9 g yF , LL Grass Surfac �J I ��� �� o d A V / 6 Ii \ i _ , ----- - - - - -� \ \\ i 9t9 \�� cp �� S� /d et? 'O/) 0C O - -- 1 G I n \ N L� , . �. `\ \ ,� �� F e rI� J 0 hF 9�8 ` ' C� \ G OFT e Fje 77062 8 �q VQ ( ) I \ E c Q 2 i I Lr; " ' ". L- ` \\ 96 j , �5 - -- 'q /� 'vIS° I' 771 7� S Nq (r 88OhF o \ X ° �' I I p�Q \ 98)�� 1�i9 7), 77 9 3 Nq Q8 > \ w o - 10 Imo- / — �� \\ 96� 1 \ GA 3° 0 2� Nq QS� \ o �, I i s 8 6 9 �Q88 OyF ao \ I N - -- I j _ -- 969 \ /' �'YQ ` \� \ _ `� FOC \� CIO \� `�0 33�� Nq �Q I I \ 1 a „ >,, i, 88 �\ m ,.'� E nN 1 .. O �\\ � 8 � Q88 1/ _ I I I 1' ----------Jy------- LJ__ LJ_J -� -7 rp V' I -A 0 � ^, n 1 \ I I I I , �� / \ �� A r, r -, I -r- LJ__ ♦. � I I L_ L_ Lr L_ I I ` ' \ I \ I I J I � I 6$ III I r I j' �� 1 1 \ I ` f , 9 / I I I \11 I I I � 1 • -° IL__ I I I L__ I �_ `.�' I V �'/ I I � 7-I / . \ Existing Building 1 ( / 1 � \ \\ _•I i Point of Beginning of 4 wide -�\ - 10 Imo- \ /x /; I� 20 n \y/ Utilities Right of Way A lso A Linn e 1 ' C n /96 ` 6 // // \ \� SEE DETAIL \j PID: 155 - 176- 002010 I I O Grass Surface OF MONTICELLO / I \ - O O ���� I T 1 Grass Surface 1 LAND " /' H " Point of Beginning of 20 wide - -\ I ° S89 °12 05 W 1274.62 Access & Utilities Rights of Way SPACE ��r_� /' ,- -------------------- 16.) 6' wide Drainage & Utility Easement Also Line "A" I ' Line �- Existing 1 - r- Line A" / Keypad per Document No. 1233521 \� I 1 SEE DETAIL I ° - -��� / \•A I , 1 tg68 ' II o South line ` \•� i 961 -'- - - - -- --t- -- -- J 9$0-j of Parcel 1 I ` 9691 - SURVEYOR NOTES: �. mss„ Pv _ _ =�- fir, _ I , 8" PVC 16.) 6 wide Drainage & Utility 1.) Utilities are per observed evidence, utility as -built maps provided by the City of Monticello and 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 2 6/9/16 1 5/16/16 No. Date FIELD WORK � I \ C) �� � N W� V a� �z 0 a� Q CN c � o C) � LCD w_ 0 4J U 4- a� O j N Lri Ln N N cfl N w Ln Ln 0 Cn w U� U 0 Cn U W I\ I I 1 V I I 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. REVISED 10' WIDE UTILITIES RIGHT OF WAY SMK JBr SMK ADDED CITY UTILITIES FROM CITY AS- BUILTS SMK SMK SMK SIGNATURE f,r+.+ FULL SCALE ON 2211x34" REVISIONS By CHK APP'D I,--\WN M. KU, 'V,-,J, L.S . HALF SCALE ON 1111x17" 8/14/15 1 CHECKED BY: SMK DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 0494A1736.000 WIDSETH SMITH NOLTING_ Engineering I Architecture I Surveying I Environmental G e- r � - - Easement per Document No. 1233521 t -I ; - - - - -- -- ------ - -� - -- - -- --- - - - 4" DIP \\ - -� a = -� -- ----- I----- - - -4�- DIP -- - - (o - -- - - - - � 1 Grass Surface I 1 r, � r -- r -, , -, -T- \\ I L- Point of Beginning of Land Space i i o IL I I Existing 20' wide -'I & 10' wide Utilities Right of Way �,' I --i6 - o I Sliding Gate „ „ I Also Line B I /' I �- Existing 27' wide) - Southeast corner of the SE 1/4 of -� j ",�',f` "'._ __ __ Existing Generator -� SEE DETAIL ; Sliding Gate i Sec. 15, Twp. 121 N, Rng. 25 W - 6 �- ; Existing I\ All /I I I-, r -, -T- -, n 1 I\ I Existin Buildin Buildin / 9 9 9, I 11 �.' I V I I Y I `.�' \ , , I / \ I HEREBY CERTIFY THAT THIS DOCUMENT WAS SHEET 2 OF 2 SHEETS © 2016 WIDSETH SMITH NOLTING 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. REVISED 10' WIDE UTILITIES RIGHT OF WAY SMK JBr SMK ADDED CITY UTILITIES FROM CITY AS- BUILTS SMK SMK SMK SIGNATURE f,r+.+ FULL SCALE ON 2211x34" REVISIONS By CHK APP'D I,--\WN M. KU, 'V,-,J, L.S . HALF SCALE ON 1111x17" 8/14/15 1 CHECKED BY: SMK DRAWN BY: TJH DATE: 12/4/15 LICENSE # 49021 0494A1736.000 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. After the project is complete, record plans shall be submitted to the City per Badger State Inspection's recommendation letter (item #10). 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By e-mail only Municipal Senior Project Manager 505 Walnut Avenue Ste 1 Monticello, Minnesota 55362 -8822 RE: Drawing Re- Approval Recommendation for the 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: Badger State Inspection (BSI) has completed the final review of the Verizon Rev D drawings (dated June 9, 2016) for the MINC New Build Antenna installation on the School Blvd water tower. As requested, these revised drawings include the relocation of the Verizon 10' wide utility ROW noting a minimum of 15 distance from the tower drip edge (shell). Therefore BSI finds that the drawings represent an installation that is acceptable and recommends the City of Monticello approve the drawings as submitted. A preconstruction conference with Verizon representatives, their contractor and subcontractor(s), the City of Monticello, and BSI can be scheduled to discuss the construction. It should be relayed to the contractor that BSI will be inspecting the shop painting, welding, field installation, and field painting during this project. The Verizon general 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, Kelly C. Mulhern Owner Badger State Inspection, LLC. 715 -533 -8686 CC: BSI Office File c:\kcm\BSl\2016 Antenna \Wl 1275 Monticello, MN \School Tower\ Verizon New installation\Drawing Re- approval, 06 -13 -2016 \.doc 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 SITE NAME: MIN Hayward FIRST AMENDMENT TO SITE LEASE AGREEMENT This FIRST AMENDMENT TO SITE LEASE AGREEMENT ( "Amendment ") is made this day of , 20, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation with offices at 505 Walnut Street, Monticello, Minnesota, 55362 ( "Landlord ") and Verizon Wireless (VAW) LLC d/b /a Verizon Wireless ( "Tenant "), with its principal office located at One Verizon Way, Mail Stop 4AW 100, Basking Ridge, New Jersey 07920 (telephone number 866 - 862 - 4404), with reference to the facts set forth in the Recitals below: RECITALS A. Landlord and Tenant are parties to a certain Site Lease Agreement dated May 9, 2016 ( "Agreement "), whereby Landlord has leased a portion (the "Premises ") of Landlord's property located at 3692 School Boulevard, Monticello, MN 55362 (the "Property ") to Tenant. B. Landlord and Tenant desire to amend the Agreement to provide for a modified utility rights -of -way as further stated herein. AGREEMENT NOW, THEREFORE, in consideration of the facts contained in the Recitals above, the mutual covenants and conditions below, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. UTILITY RIGHT OF WAY. The Agreement is hereby amended to provide for a modified utility right -of -way, as described on the attached Exhibit B -1. Exhibit B to the Agreement is hereby replaced in its entirety by the attached Exhibit B -1. 2. RATIFICATION OF THE AGREEMENT. Except as specifically modified by this Amendment, the parties agree that all of the terms and conditions of the Agreement are in full force and effect and remain unmodified, and the parties hereby ratify and reaffirm the terms and conditions of the Agreement and agree to perform and comply with the same. In the event of a conflict between any term or provision of the Agreement and this Amendment, the terms and provisions of this Amendment shall control. In addition, except as otherwise stated in this Amendment, all initially capitalized terms will have the same respective defined meaning stated in the Agreement. All captions are for reference purposes only and shall not be used in the construction or interpretation of this Amendment. Signatures on following page The remainder of this page intentionally left blank MIN Hayward First Amendment to Site Lease Agreement IN WITNESS WHEREOF, LESSOR and LESSEE have caused this Amendment to be executed by each party's duly authorized representative on the date written below. LANDLORD: City of Monticello By: _ Name: Its: By: Name: Its: Date: TENANT: Verizon Wireless (VAW) LLC d/b /a Verizon Wireless By: _ Name: Its: Date: The remainder of this page intentionally left blank MIN Hayward First Amendment to Site Lease Agreement Exhibit "B -1" Page 1 of 4 DESCRIPTION OF PREMISES 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 l; 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. MIN Hayward First Amendment to Site Lease Agreement 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 69 degrees 50 minutes 38 seconds West, a distance of 33.70 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 104.97 feet; thence North 50 degrees 12 minutes 08 seconds East, a distance of 25.98 feet; thence North 0 degrees 00 minutes 00 seconds East, a distance of 49.70 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. AND 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. MIN Hayward First Amendment to Site Lease Agreement oy f \UyF\ OF \0 i \ F ooy F f / Oy \ 0/F \ Y, pyf \ F \ \ H F Oy yf \pyf \-py pyF c f \ y f \� f \ \ F \ \°f o pyf OyF 0&4- NF \ pyF \ \ O yF Of \ oyf _ H Oyf \ pNF Hf \ pH \pyf \ OyE' \ �\ IC_ \pyf EXISTING RIGHT OF WAY Oyf \OyF OyF \\ \OyF pyF\ pyf 0/y <', H EXISTING 6' WIDE \ pyf \ \ pHF pFf \ ° OyF pyf \ 0 \pyF \ Oy\ DRAINAGE & UTILITY OyF \ O HF \ NF EXISTING OH � pyF EASEMENT, TYP \ \ �\ Oyf \ O NF \ \ OyF\ pyf \ 0 TRANSMISSION EXISTING BITUMINOUS DRIVE \ \pyf yF \pH Oyl- \Oyu \OyF\ HF °yf LINES, TYP LESSEE 20' WIDE ACCESS & \ ` \ �\G�� \pyf F \ oyF pyf pNf \ p \pyF \ \ \pyF UTILITIES RIGHTS OF WAY \ \ \ yF \ 0 \ pyf \ LESSEE 10' WIDE UTILITIES Oy f Oy Oy RIGHT OF WAY \ ppF o H / HF EXISTING BUILDINGS f LESSEE 10' \ / pyf \ °HF IA WIDE UTILITIES �Of / \ pyF II I RIGHT OF WAY \ �\ \ T - EXISTING WATER TOWER A EXISTING DRIP EDGE IT LESSEE 4' WIDE CABLE EASEMENT I LESSEE 33' X 20' 4 LAND SPACE I EXISTING BUILDING ' \ i m I 0 c m c x x � .o- x X X X xl X - Xx © I EXISTING II PROPERTY LINE II NORTH s MINC HAYWARD EXISTING ANTENNA TIP 155.2' AGL OL LESSEE ANTENNA SPACE TOP OF RAILING 150.0' AGL 149.6' AGL MONTICELLO EXISTING 150' HIGH COMPOSITE WATER TOWER GRADE ® BASE 0.0 AGL MINC HAYWARD City Council Agenda — 06/27/2016 2L. Consideration of a request for Preliminary and Final Plat for Monticello High School, a request for rezoning to Planned Unit Development, including Development and Final Stage Planned Unit Development, and a request for amendment to Conditional Use Permit for K -12 Education Use for Monticello High School. Applicant: Wold Architects & Engineers. (NAC) Property: Legal: Lengthy legal; provided in title commitment PID Nos. 155011000172, 15550013302, 155011000212 Address: 5225 School Boulevard Planning Case Number: 2016 -029, ZMISHS A. REFERENCE & BACKGROUND Request(s): Rezoning to Planned Unit Development District Development Stage PUD for High School Expansion (Final Stage by City Council only) Preliminary and Final Plat for Monticello High School Addition Deadline for Decision: July 15, 2016 Land Use Designation: Places for Community Zoning Designation: (Existing): R -1, Single Family Residential The purpose of the "R -1" single family district is to provide for low density, single family, detached residential dwelling units and directly related complementary uses. (Proposed): The purpose of the Planned Unit Development (PUD) zoning district is to provide greater flexibility in the development of neighborhoods and non - residential areas in order to maximize public values and achieve more creative development outcomes while remaining economically viable and marketable Overlays /Environmental Regulations Applicable: NA Current Site Use: School campus City Council Agenda — 06/27/2016 Surrounding Land Uses: North: Industrial /Commercial East: Church South: Low Density Residential /Public Park West: Mixed Residential Project Description: The Monticello School District is seeking to undertake a series of improvements to its property and facilities along School Boulevard. Because various schools are sharing some of the outdoor spaces, the District is seeking to plat the property into a single parcel and one outlot (the baseball field), and provide facilities under a Planned Unit Development. The first phase of these improvements is an addition to the gym space at the northeast corner of the High School that will serve as a gymnastics facility. Additional improvements will be processed in one or more future phases. Under the rezoning to PUD contemplated with this application, no conditional use permit is required; rather the use and performance standards for the use will be prescribed in the PUD ordinance. ANALYSIS Planned Unit Development Use and Project Description. The subject property currently consists of three separate parcels totaling just under 119 acres. The site is bounded by School Boulevard on the south, Fallon Avenue on the west, and Fenning Avenue (County 18) on the east. The site is home to Little Mountain Elementary, Eastview Elementary, and Monticello High Schools, along with parking facilities serving each building, a variety of outdoor athletic areas, and a baseball field to the north of the site that borders Chelsea Road. As noted above, the first phase of improvements is proposed to be an expansion of the gym facilities at the High School. The addition will be slightly more than 9,000 square feet in area, attached to the northeast corner of the existing building. It will be accessible from a shared internal hallway, and will have a separate entrance that connects by sidewalk to an existing parking area north of the existing building. The site plans show a paved entry court area, but do not connect to the east parking area. The PUD request is necessary to accommodate the multiple principal buildings on a single parcel, and further accommodates the mixing of uses over the entire site. 2 City Council Agenda — 06/27/2016 The Planning Commission reviewed the proposal for the first phase of the PUD, along with the plat data, at a public hearing on June 7, 2016. There was nobody present from the public offering comment on the proposal. The Planning Commission asked for clarification regarding the access from the new gymnastics facility. Questions were also raised about the access point from the north parking areas to Chelsea Road and pedestrian access between other parts of the campus. Discussion in this regard focused on the more comprehensive parking and access plan that will be part of the next phase of review, which includes the outdoor athletic facilities improvements to the site. The Planning Commission voted unanimously to recommend approval of the PUD zoning, the Development and Final Stage PUD approvals for the first phase (gymnastics addition) and the platting of the property as proposed. The applicant has proposed a concept stage PUD plan for the site which illustrates the overall expectation for future site development, in addition to the proposed first phase of expansion as well as the existing buildings and facilities on the property. The concept will be reviewed by Planning Commission and City Council in a workshop on June 7th The development and final stage PUD request relate specifically to the first phase of expansion for the proposed gymnasium and the existing buildings and facilities on the site. Building Materials. The exterior of the proposed building is shown as architectural precast concrete, with some translucent panels providing natural light. The building is expected to match the existing structure and materials. Parking. The facility is not adding to the student capacity of the building, and no other changes are planned as a part of this phase of the PUD project. The existing parking areas on the site will serve the facility. Landscaping. The City's zoning regulations require planting of materials at the following rate for institutional uses: 14.0 caliper inches of tree planting per acre; and 1 shrub per 10 linear feet of exterior building. The proposed building addition is approximately 0.2 acres in area, with 195 linear feet of exposed building wall. This results in a requirement for 3 caliper inches of required tree planting and 20 shrubs. The landscaping plan shows 20 proposed shrubs, and more than 40 new perennial plants. No trees are shown on the plan. 3 City Council Agenda — 06/27/2016 The landscaping section of the zoning ordinance specifies that tree plantings are to focus on front yards or those areas where there are differing land uses. Due to the nature of this site, this requirement is not applicable. Staff would suggest that the inclusion of the perennial plantings would be an adequate exchange for the 3 caliper inches of tree planting, approved under the PUD. Lim. The applicants have not proposed any additional lighting as a part of this application. It is expected that some entrance lighting, as well as walkway lighting for the new sidewalk, may be intended as a part of the project. All lighting (including existing lighting on the site) is required to be shielded from view of neighboring property or right of way, and must not cast light onto adjoining properties. Compliance with these standards should be verified by the applicant as a part of the development approval process. Signage. No changes to signage is proposed as a part of this phase. Preliminary Plat The School District proposes to combine the existing separate parcels into a single lot, along with one outlot that encompasses the existing baseball field along Chelsea Road. The PUD accommodates this type of subdivision, however, the applicants should clarify the decision to plat the outlot, rather than incorporate the ballfield into the primary lot, or create a separate parcel. The proposed main parcel consists of just over 110 acres, and the outlot is just over 8 acres in area. All lots meet the requirements of the zoning and subdivision ordinance, subject to those comments of the City Engineer B. ALTERNATIVE ACTIONS The required actions include recommendations for the following: 1. Rezoning to Planned Unit Development and Development Stage PUD Site Plan (Final Stage to be reviewed by City Council) 2. Preliminary Plat for Monticello High School Addition (Final Plat to be reviewed by City Council) Decision 1. Resolution No. 2016 -043, Rezoning and Development Stage Planned Unit Development. A. Motion to adopt Resolution No. 2016 -043, approving a rezoning to PUD, Planned Unit Development District (Ordinance No. 649), and Development and Final Stage Approval of the Site Plan for High School addition, based on the findings in said resolution, and the conditions attached to this staff report as Exhibit Z. LI City Council Agenda — 06/27/2016 B. Motion to deny adoption of Resolution No. 2016 -043, based on findings to be identified by the City Council. C. Motion to table action on the request, subject to additional information. Decision 2. Resolution No. 2016 -042, Preliminary Plat for Monticello School District. A. Motion to adopt Resolution No. 20106 -042, approving the Preliminary and Final Plat for Monticello High School Addition, based on the findings in said resolution. B. Motion to deny adoption of Resolution No. 2016 -042, based on findings to be identified by the City Council. C. Motion to table action on the request and continue the hearing, subject to additional information. C. STAFF RECOMMENDATION Staff recommends approval of Decision 1, Alternative A. (Approval of the PUD), as well as Decision 2, Alternative A (Approval of Preliminary Plat), based on the findings in the resolutions for decision and with the conditions identified in Exhibit Z. D. SUPPORTING DATA • Exhibit Z — Conditions of Approval • Resolution No. PC- 2016 -021 (PUD) • Resolution No. PC- 2016 -022 (Plat) • Ordinance No. 649, Draft • Resolution No. 2016 -043 (PUD), Draft • Resolution No. 2016 -042 (Plat), Draft • Aerial Site Image • Preliminary Plat Narrative • Land Use Narrative • Gymnasium Addition Plan • Concept Narrative • Storm Water Management Information • Monticello High School PUD/Plat Plans, including: 1) Title Page 2) Boundary Survey 3) Preliminary Plat 4) Final Plat 5 City Council Agenda — 06/27/2016 5) PUD Concept Plan 6) Existing Drainage Plan 7) Proposed Drainage Plan 8) Removals, Site and Geometric Plans 9) Grading, Utility and Erosion Control Plans 10) Details 11) High School Space and Use Elevations 12) Gymnastics Addition Roof Plan City Engineer's Letter, dated June 1, 2016 G City Council Agenda — 06/27/2016 EXHIBIT Z Development Stage Planned Unit Development and Preliminary Plat, Monticello High School Addition 5225 School Boulevard PID Nos.155011000172 ,15550013302,155011000212 Verification of compliance with Lighting ordinance requirements on high school site. 2. Substitution of tree planting requirement with perennial plantings as shown in the approved landscaping plan. 3. Compliance with the terms of the City Engineer's letter dated June 1, 2016. 4. Compliance with the requirements of Wright County as related to the plat documents. 5. Conditions recommended by other City staff or the Planning Commission. 7 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -021 RECOMENDING APPROVAL OF A REZONING AND DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR MONTICELLLO SCHOOL DISTRICT WHEREAS, the applicant has submitted a request to rezone its school campus at 5225 School Boulevard to PUD, Planned Unit Development District; and WHEREAS, the applicant concurrently proposes to plat the property into one parcel and one outlot with multiple principal buildings and shared uses; and WHEREAS, the site is guided for institutional uses under the label "Places for Community" in the City's Comprehensive Plan; and WHEREAS, the property will change in scope and intensity, but not land use; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long -term use and development of the property for public schools; and WHEREAS, the Planning Commission held a public hearing on June 7, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site. 2. The use of the site for public schools is consistent with the direction of the Comprehensive Plan for "Places for Community ". 3. The improvements proposed for the site under the Development Stage PUD are consistent with the requirements of the zoning ordinance. 4. The proposed improvements will have negligible impacts on public services, including sewer, water, stormwater treatment, or traffic. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -021 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Rezoning and Development Stage PUD, subject to the conditions listed in Exhibit Z as follows: 1. Verification of compliance with Lighting ordinance requirements. 2. Substitution of tree planting requirement with perennial plantings as shown in the approved landscaping plan. 3. Compliance with the terms of the City Engineer's letter dated June 1, 2016. 4. Conditions recommended by other City staff. ADOPTED this 7th day of June, 2016, by the Planning Commission of the City of Monticello, Minnesota. M .i ATTEST: Brad Fyle, — LAM01 A Angela Schum , o uni y Development Director 2 - ANNINCYCOMMISSION CITY OF MONTWELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -022 RECOMENDING APPROVAL OF A PRELIMINARY AND FINAL PLAT FOR MONTICELLO HIGH SCHOOL ADDITION WHEREAS, the applicant has submitted a request to rezone its school campus at 5225 School Boulevard to PUD, Planned Unit Development District; and WHEREAS, the applicant concurrently proposes to plat the property into one parcel and one outlot with multiple principal buildings and shared uses; and WHEREAS, the site is guided for institutional uses under the label "Places for Community" in the City's Comprehensive Plan; and WHEREAS, the property will change in scope and intensity, but not land use; and WHEREAS, the proposed Plat, along with the companion PUD, are consistent with the long -terin use and development of the property for public schools; and WHEREAS, the Planning Commission held a public hearing on June 7, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site. 2. The use of the site for public schools is consistent with the, direction of the Comprehensive Plan for "Places for Community ". 3. The improvements proposed for the site under the Plat and Development Stage PUD are consistent with the requirements of the zoning ordinance. 4. The proposed improvements will have negligible impacts on public services, including sewer, water, stormwater treatment, or traffic. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -022 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Rezoning and Development Stage PUD, subject to the conditions listed in Exhibit Z as follows: 1. Verification of compliance with Lighting ordinance requirements. 2. Substitution of tree planting requirement with perennial plantings as shown in the approved landscaping plan. 3. Compliance with the terms of the City Engineer's letter dated June 1, 2016. 4. Conditions recommended by other City staff. ADOPTED this 7th day of June, 2016, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION C ATTEST: 4211, ela Sch Co nunity Development Director 2 ORDINANCE NO. 649 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE MONTICELLO HIGH SCHOOL PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM R -1, SINGLE FAMILY RESIDENTIAL DISTRICT, TO MONTICELLO HIGH SCHOOL PUD, PLANNED UNIT DEVELOPMENT: LOT 1, BLOCK 1, AND OUTLOT A, MONTICELLO HIGH SCHOOL ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (XX) Monticello High School PUD District (a) Purpose. The purpose of the Monticello High School PUD District is to provide for the development of certain real estate subject to the District for public school buildings and related land uses. (b) Permitted Uses. Permitted principal uses in the Monticello High School PUD District shall be schools, including pre - school, K -12, and related administrative uses, subject to the approved Final Stage Development Plans dated , and development agreement dated 2016, as may be amended. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to primary and secondary school uses, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Monticello High School PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R -1, Single Family District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning ORDINANCE NO. 649 Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from R -1, Single Family Residential District to Monticello High School PUD, Planned Unit Development District: Lots 1, Block 1, Monticello High School Addition Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of , 2016. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-042 Date: June 27, 2016 Resolution No. 2016 -042 Motion By: Seconded By: A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A PRELIMINARY AND FINAL PLAT CONSOLIDATING THE LOTS COMPRISING THE HIGH SCHOOL CAMPUS INTO A SINGLE DEVELOPMENT PARCEL: LOT 1, BLOCK 1, MONTICELLO HIGH SCHOOL ADDITION WHEREAS, the Monticello School District has submitted an application for approval of a Preliminary and Final Plat to consolidate the various lots of record into a single development parcel on the subject property; and WHEREAS, the property in question is guided for institutional uses under the "Places for Community" category in the Monticello Comprehensive Plan; and WHEREAS, the property in question is proposed to be zoned PUD, Planning Unit Development District to accommodate the shared buildings and uses on the new platted parcel; and WHEREAS, the proposed plat will accommodate flexibility from the otherwise applicable regulations to allow a development project consistent with the requirements of the Monticello Comprehensive Plan; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan, as well as the Zoning Ordinance encouraging a combination of school uses on the subject property; and WHEREAS, the Planning Commission held a public hearing on June 7, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed project complies with the intent of the use of Planned Unit Development in that the flexibility offered under PUD is utilized to further the objectives for the area within the City Comprehensive Plan. 2. With conditions, the proposed plat meets all applicable requirements of the City's Zoning Ordinance. 3. Except as otherwise allowed per PUD flexibility, all applicable requirements performance standards of the City's Zoning and Subdivision Ordinances will be satisfied. 4. The addition of building area to the high school and campus is consistent with the City's development objectives. 5. The school project contributes to a reasonable expectation and density of land use on the property. 6. The plat and PUD better accommodate the use of shared spaces and facilities. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Monticello High School Addition Preliminary and Final Plat as recommended by the Planning Commission, subject to compliance with related codes and regulations for such use, and the following conditions: 1. Verification of compliance with Lighting ordinance requirements on high school site. 2. Substitution of tree planting requirement with perennial plantings as shown in the approved landscaping plan. 3. Compliance with the terms of the City Engineer's letter dated June 1, 2016. 4. Approval and recording of the plat, and compliance with the requirements of Wright County as related to the plat documents. 5. Approval and compliance with the terms of the PUD governing the uses and development of site. 6. Execution of a Development Agreement at the time of the second phase of the PUD relating to site plan and athletic field improvements. 7. Conditions recommended by other City staff or the Planning Commission. ADOPTED this 27th day of June, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-043 Date: June 27, 2016 Resolution No. 2016 -043 Motion By: Seconded By: A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A REZONING TO PUD, PLANNED UNIT DEVELOPMENT DISTRICT AND DEVELOPMENT AND FINAL STAGE PUD FOR THE CONSTRUCTION OF A GYMNASIUM ADDITION TO THE MONTICELLO HIGH SCHOOL: LOT 1, BLOCK 1, MONTICELLO HIGH SCHOOL ADDITION WHEREAS, the Monticello School District has submitted an application for approval of a rezoning and Development /Final Stage PUD to construct a gymnasium addition to the High School on the subject property; and WHEREAS, the property in question is guided for institutional uses under the "Places for Community" category in the Monticello Comprehensive Plan; and WHEREAS, the property in question is currently zoned R -1, Single Family Residence District according to the official Monticello zoning map and ordinance; and WHEREAS, the proposed zoning will accommodate flexibility from the otherwise applicable regulations to allow a development project consistent with the requirements of the Monticello Comprehensive Plan; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan, as well as the Zoning Ordinance encouraging a combination of school uses on the subject property; and WHEREAS, the Planning Commission held a public hearing on June 7, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed project complies with the intent of the use of Planned Unit Development in that the flexibility offered under PUD is utilized to further the objectives for the area within the City Comprehensive Plan. 2. With conditions, Development Stage PUD plans meet all applicable requirements of the City's Zoning Ordinance. 3. Except as otherwise allowed per PUD flexibility, all applicable requirements performance standards of the City's Zoning Ordinance will be satisfied. 4. The addition of building area to the high school and campus is consistent with the City's development objectives. 5. The school project contributes to a reasonable expectation and density of land use on the property. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Rezoning to PUD and Development Stage PUD for construction of a gymnasium addition to the Monticello High School as recommended by the Planning Commission, subject to compliance with related codes and regulations for such use, and the following conditions: 1. Verification of compliance with Lighting ordinance requirements on high school site. 2. Substitution of tree planting requirement with perennial plantings as shown in the approved landscaping plan. 3. Compliance with the terms of the City Engineer's letter dated June 1, 2016. 4. Approval and recording of the Preliminary and Final Plat for Monticello High School Addition, and compliance with the requirements of Wright County as related to the plat documents. 5. Execution of a Development Agreement at the time of the second phase of the PUD relating to site plan and athletic field improvements. 6. Conditions recommended by other City staff or the Planning Commission. ADOPTED this 27th day of June, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor Monticello High School Request, 5225 School Boulevard Created by: City of Monticello ics CONSULTING, INC PRELIMINARY PLAT NARRATIVE FOR 5225 School Blvd. (MONTICELLO High SCHOOL) Submitted to: City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Prepared for: Independent School District #882 Dr. Jim Johnson 302 Washington Street Monticello, MN 55362 Phone: (763)272 -2000 Email: jim .johnson @monticello.kl2.mn.us Prepared by: 1CS CONSULTING, INC Kyle Walter 3890 Pheasant Ridge Drive NE, Suite 180 Blaine, MN 55449 Phone: (320)309 -9227 ICS Project No. 5108 -1 Preliminary Plat Narrative — 302 Washington Street 1cs I CONSULTING, INC Request ICS Consulting, Inc and Wold Architects and Engineers on behalf of Independent School District #882, is submitting this narrative to include with the current applications for Planned Unit Development, Ordinance Amendment, CUP, Site Plan, Preliminary & Final Plat. Per request we are submitting this information to update the districts land usage documentation to gain an accurate representation of the usage of this property and update current easements. Background The current properties located at 9350 Fallon Ave., 5225 School Blvd., and 9375 Fenning Ave. NE. will continue to remain as public school facilities and will not be sold to other developers /builders. There will be no change to the effect of the property on traffic, fire hazards, etc. Currently there are no projects planned that would require any public improvements to surrounding properties. This application is for an expansion of an institutional facility and does not require an Environmental Assessment Worksheet (EAW) of Environmental Impact Statement (EIS) with this application. The surrounding properties will not be impacted by this submission of updated documents. Zoning As part of this application a Conditional Use Permit has been submitted for K -12 use in an R -1 district. Phasing Attached to this narrative is a plan sheet description of project phasing. This application is consistent and compatible with the vision, goals and policies of the City of Monticello General Plan and Zoning Ordinances. There will not be a change in the usage of this property and will continue to operate as a public school. `r Wold Architects and Engineers CONSULTING, INC 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 Land Use Application Submittal MONTICELLO HIGH SCHOOL GYMNASTICS GYM ADDITION DOCUMENTS INCLUDED ARE FOR: Conditional Use Permit Planned Unit Development - Concept Plan Site Plan Review Preliminary Plat Final Plat INDEPENDENT SCHOOL DISTRICT #882 Monticello, Minnesota May 9, 2016 Gomm No: 152245 • • 1Cs CONSULTING, INC INDEPENDENT SCHOOL DISTRICT $=2 MONTICELLO HIGH SCHOOL GYMNASTICS GYM ADDITION May 9, 2016 Monticello High School Additions and Renovations - Site Plan Review Project Narrative The proposed project submitted for site plan review is for an addition at Monticello High School. The addition will be a Gymnastics Center for school use and for community club teams. The addition does not affect any existing sidewalks or parking lots. Location Map Residential Districts e , A -0 R -1 R -4 Business Districts B -2 B -4 Industrial Districts Erl LJ L_ HI \ � J \ � m \ i \ \ IBC 1 -1 1 -2 Use of Site Description The intended use of the site will not change from its existing use. It will continue to be classified as Group E for occupancy. The maximum capacity of the addition is 375 occupants. 5/5/2016 4:19:35 PM NARRATIVES & C:\ Users \grippl\ Documents \152245_Central grippl @woldae.com.M LOCATION MAP t ACA I 1 I I I W: 15 45 S:\ISD882 \152245 - High School (PH 1 ) \02_ARCH \ReAt \152245_Central.M 10. 1Cs Tabulation Box INDEPENDENT SCHOOL DISTRICT $=2 INC MONTICELLO HIGH SCHOOL GYMNASTICS CONSULTING, GYM ADDITION May 9, 2016 1. Size of existing parcel in acres and square feet 2,109,658 sf or 48.43 acres 2. Gross floor area of each building (1) 69,840 sf (2) 22,085 sf (3) 17,655 sf (4) 15,135 sf (5) 13,405 sf (6) 54,520 sf (7) 20,200 sf 3. Percent of site covered by impervious surface Existing: 33.1 % impervious surface Proposed with HS Building Addition Only: 33.3% Proposed with HS Stadium and Hs Building Addition: 38.0% 4. Projected number of employees 150 5. Number of seats if intended use if a restaurant or Capacity of the gymnastics spectator seating place of assembly is 168, team seating is 58 6. Number of parking spaces required Daytime: 200 spaces Nighttime: 758 spaces 7. Number of parking spaces provided, including 848 spaces provided, including 14 handicapped handicapped 8. Dimension of parking spaces and aisles Parking spaces are 9' wide x 19' long, aisles are 24' wide 9. Existing zoning and land use designations R-1, Low Residential Density 10. Area of public open space (if applicable) N/A 5/6/2016 10:42:45 AM C:\ Users \grippl\ Documents \152245_Centra_l grippl @woldae.com_.M S: \ISD882 \152245 - High School (PH 1 ) \02ARCH \ReAt \152245Ce ntral.M TABULATION BOX Comm 152245 n 1 I I 1 I 1 I 1 I !20 -C 5/5/2016 4:20:39 PM C: \Users \grippl \Documents \152245_ Central grippl @woldae.com.rvl S:\ISD882 \152245 - High School (PH 1) \02 _ARCH \Rev t\152245_Central.rv[ I Q IY Q WI 120' 240' INDEPENDENT SCHOOL DISTRICT #882 �VIONTICELLO HIGH SCHOOL GYMNASTICS GYM ADDITION PROPERTY SITE PLAN May 9, 2016 Comm No: 152245 10. ics INDEPENDENT SCHOOL DISTRICT $=2 CONSULTING, INC MONTICELLO HIGH SCHOOL GYMNASTICS GYM ADDITION May 9, 2016 Planned Unit Development - Concept Proposal Introduction This Planned Unit Development application is part of a series of applications to the City of Monticello related to additions and site improvements for Monticello Public Schools. This Planned Unit Development is for the area currently occupied by Little Mountain Elementary School, Monticello High School, Eastview Family Center, and their corresponding activity fields. The PUD is triggered by re- platting the four existing parcels into one main lot and one outlot, where the main lot would be occupied by all three existing schools. Three projects are planned within this lot: a gymnastics gym addition to Monticello High School, a stadium and running track with related team room and ticketing buildings at Monticello High School, and a classroom wing addition to Eastview Elementary School. This PUD Concept Proposal application is being submitted concurrently with a Conditional Use Permit, Site Plan Review, Preliminary Plat and Final Plat for the High School gymnastics gym addition. A Conditional Use Permit and Site Plan Review application will be submitted for the Eastview classroom wing addition in August. A Conditional Use Permit and Site Plan Review application for the High School Stadium and Track will also by submitted in August. The PUD applications will be phased so that the final PUD application will be submitted in August as well. Please see below for additional information required by the PUD Concept Proposal Checklist. Contact Information Owner - Monticello Public Schools - 302 Washington St Monticello, MN 55362 Tina Burkholder - (763) 272 -2000 Owner's Representative - ICS Consulting, Inc - 3890 Pheasant Ridge Dr NE, Ste 180 Blaine, NN 55449 Kyle Walter - (763) 354 -2670 Architect - Wold Architects and Engineers - 332 Minnesota St, Ste W2000 St. Paul, MN 55101 Eric Linner - (651) 227 -7773 Engineer - Anderson Johnson Associates, Inc - 7575 Golden Valley Rd, Ste 200 Minneapolis, MN 55427 Laura Detzler - (763) 544 -7129 Surveyor - Sunde Land Surveying - 9001 East Bloomington Fwy, Ste 118 Bloomington, MN 55420 (952) 888 -9526 5/5/20164:55:31 PM PUD CONCEPT C:\ Users \grippl\ Documents \152245_Centra_l grippl @woldae.com_.M S\ISD882 \152245 - High School (PH 1 ) \02ARCH \ReAt \152245Ce ntral.M NARRATIVE (1 of 2) Comm AW: 152245 10. 1Cs INDEPENDENT SCHOOL DISTRICT $=2 CONSULTING, INC MONTICELLO HIGH SCHOOL GYMNASTICS GYM ADDITION May 9, 2016 Planned Unit Development - Concept Proposal Additional Information Site Data a. Address i. Little Mountain Elementary School — 9350 Fallon Ave, Monticello MN 55362 ii. Monticello High School —5225 School Blvd, Monticello MN 55362 iii. Eastview Elementary School — 9375 Fenning Ave NE, Monticello MN 55362 Current Zoning i. Parcel ID 155011000172 = R -1 ii. Parcel ID 155500133302 = R -1 iii. Parcel ID 155011000212 = R -1 iv. Parcel ID 155011000172 = R -1 C. Parcel Size (acres and square feet): Proposed Lot 1 = 4,792,566 sq. ft. or 110.022 acres. Proposed Outlot A = 372,501 sq. ft. or 8.551 acres. (Also see plat documents) d. Current Legal Descriptions: See Title Commitment document. 2. The proposed objective for this Planned Unit Development allow the existing Little Mountain Elementary School, Monticello High School, and Eastview Family Center to occupy one proposed main lot after re- platting the four existing parcels into one main lot and one outlot. The three schools share existing and proposed athletic fields, so identifying the land as one lot main lot and one outlot will eliminate any confusion caused by the existing four parcels. 3. The existing land uses are places for community. 4. For the proposed site, the existing land use by the schools and related activity fields will remain the same. 5. The conceptual development schedule is as follows: a. High School Gymnastics Addition — construction proposed for August 2016 — January 2017. b. High School Stadium for Football /Soccer /Lacrosse, Track with Sand /Peat Field, Team Room Building, and Ticket/Toilet /Concessions Building — construction proposed for September 2016 — August 2017. Eastview Family Center Classroom Addition — construction proposed for October 2016 — March 2017. 5/5/20164:55:31 PM PUD CONCEPT C:\ Users \grippl\ Documents \152245_Centra_l grippl @woldae.com_.M S\ISD882 \152245 - High School (PH 1 ) \02ARCH \ReAt \152245Ce ntral.M NARRATIVE (2 of 2) Comm AW: 152245 Conceptual Storm Water Management Report Monticello Public Schools High School May 5, 2016 A"ERSaN- JOWVSON ASSO 4TES, _ rave. 14NDSGIPF ARrHrrEcrURE • SrrF PL L vrAG • Cnn ENGrNEERRkG DESIGN NARRATIVE Independent School District #882 is proposing and addition to the Monticello High School building; adding a sport complex consisting of a synthetic football field and bleachers, track, sand/peat soccer /lacrosse field, and concessions building; and a building addition to Eastview Elementary. The project is planned to be constructed in multiple stages beginning summer of 2016. The greatest site changes will occur with the sports complex which will begin construction during the fall of 2016 and be completed in the summer of 2017. VOLUME CONTROL The existing pond was designed for future development. An infiltration area will be placed under the synthetic turf football field. Calculations show only a portion of this field is needed to meet required rates. If not enough water can be directed to this area, then infiltration will occur under the track or in an infiltration basin between the synthetic football field and existing tennis courts. ANDERSON - JOHNSON ASSOCIATES, ZA-V-r!,oi4www INC. LANI)SC4PE ARCHITECTURE • SITE PLA11 W G • CI YIL ENGiATERLvG HydroCAD' Calculations Existing Conditions —i z <0 rr U)U) z >-O Ir 0 LL 0 z J 0 0 0 i 'o 'o w u-j LU A P(u lo IL MLLE ZS o 2 CC wiz �- 1A �, qprp, —i z <0 rr U)U) z >-O Ir 0 LL 0 z i w MLLE N X cr 0 —i z <0 rr U)U) z >-O Ir 0 LL 0 z Monticello HS & Elementary Schools EXISTING CONDITIONS - DRAINAGE AREAS AREA PERVIOUS PERVIOUS IMPERVIOUS IMPERVIOUS TOTAL TOTAL E1 124599 sq. ft. 2.860 acres 22042 sq. ft. 0.506 acres 146641 sq. ft. 3.366 acres E2 130824 sq. ft. 3.003 acres 113586 sq. ft. 2.608 acres 244410 sq. ft. 5.611 acres E3 94459 sq. ft. 2.168 acres 119895 sq. ft. 2.752 acres 214354 sq. ft. 4.921 acres E4 1485608 sq. ft. 34.105 acres 781224 sq. ft. 17.934 acres 2266832 sq. ft. 52.039 acres E5 1658089 sq. ft. 38.064 acres 638803 sq. ft. 14.665 acres 2296892 sq. ft. 52.729 acres E6 126385 sq. ft. 2.901 acres 118003 sq. ft. 2.709 acres 244388 sq. ft. 5.610 acres TOTAL 1 1835490 sq. ft. 1 42.137 acres 1 1793553 sq. ft. 1 41.174 acres 1 5413517 sq. ft. 1 124.277 acres ANDERSON - JOHNSON ASSOCIATES, IN ,`A-J-r-�twwo C. L4NDSC4PEARCHITECTURE • SITEPL.4N1\,ING • CIYIL ENGINEERING HydroCAD� Calculations Proposed Conditions 0 FA z 0 rr U)U) z >-O cr 0 U- 0 z J 0 M 0 s.H 0 'o 'o LU LU u-j LU A OZ P(u lo IL ZS o 2 CC wiz �- 1A JI 0 FA z 0 rr U)U) z >-O cr 0 U- 0 z M s.H i LU LU OZ 0 FA z 0 rr U)U) z >-O cr 0 U- 0 z Monticello HS & Elementary Schools PROPOSED CONDITIONS - DRAINAGE AREAS AREA PERVIOUS PERVIOUS IMPERVIOUS IMPERVIOUS TOTAL TOTAL P1 124599 sq. ft. 2.860 acres 22042 sq. ft. 0.506 acres 146641 sq. ft. 3.366 acres P2 130824 sq. ft. 3.003 acres 113586 sq. ft. 2.608 acres 244410 sq. ft. 5.611 acres P3 94459 sq. ft. 2.168 acres 119895 sq. ft. 2.752 acres 214354 sq. ft. 4.921 acres P4 1228681 sq. ft. 28.207 acres 1038151 sq. ft. 23.833 acres 2266832 sq. ft. 52.039 acres P5 1649424 sq. ft. 37.866 acres 647468 sq. ft. 14.864 acres 2296892 sq. ft. 52.729 acres P6 126385 sq. ft. 2.901 acres 118003 sq. ft. 2.709 acres 244388 sq. ft. 5.610 acres TOTAL 1 1578563 sq. ft. 136.239 acres 1 2059145 sq. ft. 1 47.271 acres 15413517 sq. ft. 1 124.277 acres DIFFERENCE 1 - 256927 sq. ft. 1 -5.898 acres 1 265592 sq. ft. 1 6.097 acres 1 0 sq. ft. 1 0.000 acres ANDERSON - JOHNSON �� �► ASSOCIATES, INC. L4NDSCAPE ARCHITECTURE • SITE PLANNING • CIITIL ENGINEERING Storm Water Quality Calculations Criteria: MONTICELLO HS + ELEMENTARY SCHOOLS Infiltration Area Calculations 1.10 inch of runoff from the tributary area must be infiltratfiltrated 48 hour infiltrationfiltration period Required Volume Tributary Area (Proposed Impervious) Runoff Factor Depth Required Volume to InfiltratFiltrate Volume provided below outlet elevation InfiltrationFiltration Area dimer 12 inch depth 58120 sq. ft. InfiltrationFiltration rate for: 0.450 in /hr 6.097 acres 1.0 1.10 inch 24350 cubic feet Volume Provided = 58120 cubic feet Area required to infiltratfiltrate required volume over 48 hours based on assumed infiltrationfiltration rate Area = Required Volume x 12 inches / foot / 48 hours / infiltrationfiltration rate = 13528 sq. ft. 24350 cubic feet OK Area at basin bottom = 58120 sq. ft. > 13528 sq. ft. OK MONTICELLO HIGH SCHOOL GYM STICS GYM H`�" SCHOOL a ADDITION �"A°°'�°" • • • #882 Mon-Licello DIsbi4ft 302 WASHINGTON ST. 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F SURVEY BOUNDARY, LOCATION, TOPOGRAPHIC AND UTILITY SURVEY FOR: MONTICELLO PUBLIC SCHOOLS SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET S SHEET 9 SHEET 10 PRELIMINARY PLAT FINAL PLAT PUD CONCEPT 1 OF 1 PRELIMINARY PLAT OF MONTICELLO HIGH 1 OF 2 SHEET 1 AO.01 PUD CONCEPT PROPOSAL - LITTLE MOUNTAIN C0.10 SCHOOL ADDITION 2 OF 2 SHEET 2 ELEMENTARY, MONTICELLO HIGH SCHOOL, CO.20 EASTVIEW FAMILY CENTER C1.10 C1.20 C1.10 CIVIL EXSITING DRAINAGE PROPOSED DRAINAGE REMOVALS, SITE AND GEOMETRIC PLANS GRADING, UTILITY AND EROSION CONTROL PLANS DETAILS ARCHITECTURAL AO.02 HIGH SCHOOL SPACE USE & ELEVATIONS AO.03 GYMNASTICS ADDITION ROOF PLAN WITH EQUIPMENT SCREENING LAND USE APPLICATION & PUD OLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Maul, MN 55101 waldae.cnm 1 651.227.7773 w ics CONSULTING, IBC CONCEPT PROPOSAL �^� 152245 ! II I I > � l 6 M V m ox m ai a m xl I IHI 9631 1 - o _I N OI O1 to f0 N I m 0 w 0 963. LAJ Z J ■ LU 963 Z 953 O J 963. 964 964 965. 1 x 962. B\ \ x 961 9 1 , ■962.0 960.2 96„2,9 x 959.6 "SPR // x962.8 \ x 660.0 962.9 963.0 962A 5 '41�ti 993 2 9629 -TB-3.0 ' x 959.6 x 959.1 x 59.8 J 1.7 T 9827 .262. J co I r / 963.0 X63.0 6 x96 x960'1 eo /9P f 0 6: 963.0 963.0 Z x 963.4 \ 962.5 \ x961.6 63.1 9628 Ln BUILDING ENTRANCE ELEVATIONS 964 4 BENCH \ / / 7) 963.1 9630 Q - I - 6010 II - x 960.3 x960.1 I / x 9611.7 I - I x 962 3 3. 96 82 - � _77) o: ^J 3,0 963 1 3• \ .8 96'SPR m 96311 963• 7 � 4.0 School p��ry/ 2.7 963.0 HC 98 GAS '-UGC 960.4 _ _ x950.1 ■ 6 "SPR rte- ro 963,2 � IICBX i 9960.9 �� nl 963 9631 CAS 96 .3 CBX UGC HY�'7 ■ 961.\ 963,1 9632 IC 963.9 962 9 3 962.9 3 x63.7 C 963.1 !�- x 963.6 963. aa, 963.2 x9632 963.7 �964POL LP TO \ �j x9635 963.3 ILK' PIYD �M4I1 �'7\ \ ��_ 963 6 964.3 $964.4 x 964.2 I�BERGROL 1 F!+£L 3.I / 963,3 j WV STOMA a� TANK ��� 964.2 x964.2 - - 1 963.4 O 963.7 TO' 964,2 I MHO ® 42 _ _ SERVA- Z 963.8 98 x 4 I - - x - L _ _ - I LL \x 963.5 _x9635 3 983.9 964.0 984. 985.0 x964.5 r�964.0 T �963.fi � es .e m 965.2 3.8 613 Q 4.2 i �826.96n z 964.7 a+E -9625 TO 9826 ` 983.1 4 30 TC 9827 Tc x 982.9 96", a 962.7 CW Q CP 6 CONC WALL 963.9 953,9 h -964.8 a \ it ,g C NC Gj 9E -7 DOOR l4 DOOR 12 7 P O 96 .2 � x 964.3 9 �n nT9643� / /, ) x964.7 RD x 963 3 x 9b`3.L \ x 962. B\ \ x 961 9 x 96 2 960.2 x 960.2 P x 959.8 x 959.6 / / \ x 660.0 '41�ti 964�O \ O �9fi4.0 �\ 6 x96 x960'1 eo G x s x 963.4 \ 962.5 \ x961.6 D.5 960.13 BUILDING ENTRANCE ELEVATIONS 964 4 BENCH \ / \ 964.4 96 \, \ Little Mountain Elementary School - - - \ - - - \ - - 960.4 _ _ x950.1 x964.8 964.7 \ \9 \�\ 9612 960.5 Door ## Description Elevation(ft.) 964.8 '135'3 %.5 A HY�'7 ■ 961.\ 1 Top of concrete outside of door 965.75 965.3 965.2 RD 961.3 5" AS 2 Top of concrete outside of door 965.72 lO 36.6 965.2 964 7 963.5 ~` 9 I 96 -+ 961.3 \ 1 3 Top of concrete outside of door 965.70 a e' ■9 3.2 x98 �3 883.4 �'SPR TRANS ycanx VnJ �7J b0,y 984.2® 640 BENCH 4 Top of concrete outside of door 965,71 I I x 960.8 x 5s.s lx 961.1 x 962. 'SPR / 963.7 / 964.1 Df' J • V" x965. 963 0' ''3 x 5.1 � x 961.5 I 963.3 1 DNC C G 8. x961.2 5 To of concrete outside of door 965.71 ® PgS I 0 f UG 96 963 4 �O 1 65. 965 4 8 W (, V O(70R 11 \960.8• 96 I P KKKKK I{ u6L T Ol 964 965.4 N 965.7 658 .. 61.6 1 6 TO of concrete outside of door 965.72 3.5, 63.0 963.7 65.3 gg LOADING DOCK 9646 864. I 965.32 963 -3 r 966 RD 865.7 x \ \"' \ 7 Top of concrete outside of door 965.75 `O 1 - - -- -- - - - - -- -------------------- - - - - -' oD , x 965 7 x963.9 lx 963.1 x 962 7 6133. 6`88138 -- - 79.6 s� ,: \ 8 To of concrete outside of door 965.71 - 380.3 / 963 7 983 -I 62.8 962.8 n m / 63.4 C ry1 // 964.2 �'C 963.1.1 �� 0• •960.6 963.2 1 963.5 ( 9644 `� 0 0 %9/ I \f 9 Top of concrete outside of door 965.67 6 "$PR / 4' 963.7 5 '° DOOR 15 x 9 5.1 I I m x x9803 xg5p, x981.9 x9633 963.4 / 964.2 x964.6 965.4 9553 Q• '95.TiJ65,6rO I I I 9132.9 x61.6 2981.6 I x961.2 10 Top of concrete outside of door 965.73 9636 963.2 f ( 9.52 LF <Z- 96MPL 966.6 I COL 100L� i x96• I I 11 Top of concrete outside of door 965,74 rn I 963.1 963.8 V CONC 963.8 963.7 \ 1 C 963.5 x96.6 984.2 I 1 12 Top of concrete outside of door 965.73 \ 983 -3 / 965.6 965. R °i 96413 965.5 0• ?,3 rn x664.7 x9613. I 1 \. 13 To of concrete outside of door 965.73 963 5 TC 963.8 COL 198 713 I x / '!T-' ' 985 8 I '1 1 P 963.3 9635 964.2 - 965.4 965.6 1BE o4s DOOR 9 GP 1 I I I I 14 Top of concrete outside of door 965.75 I \ 963.7 GP d OONC 1 I 962.9 982.3 1 + 963.9 8• N S �P� 965,5 N 5 aL DOOR l6 130J 42,� 3. 657 ))) 963.3 x963,2 96311 X1962.9 15 Top of concrete Outside of door 965.78 1m I 963.4 983.9 HCS MH(P)j 964.3 O 966,7 965.2 965.3 965 -3 9653 ,oeeE x 5,D \ \x'963.3 X962.9 I 16 Top Of concrete outside of door 965.75 LLLaaa n x x 98011 x 960 3 960.3 x so. eezo x963.0 • 863. 964. H 969 96 64.7 965.3 WDOD m ` x x 963.3 m 8 963.8 \ x gg 1,8 x 9fil.fi Q,x SAN S 7"648 I 'BAS 7' 963.2 56 PLANTERS -j I� a p 3.0 963.7 \ 1 _ MH "� 96 963.4 963.8 964.2 65.2 5 6caL '� L--x 1-- 'F965.1 x964.4 `Q .46 TOP -961.1 TO 964.2 9 4. a3.8 /// TO / N 965 I 985.2 I 1 I 963.7 TC T 9Q3.9 P x965.1 ■96 3 Q 965.2 m ri INV= 947.7(ALL) 964.3e // 9656 965.2 965,2 m I 963.4 963.7 HCS 964. 965-5 C3� ACOL 65. 5 RAB 965•.5 965.1 x 964.8 964.5 985.2 965.2 "MP CON. x 963.29 962 4 \ 64.0 965.5 m 965.9 965 Ol 1 I x 964 .4 � x 963.6 w ` ( 964 -3 - BENCHES '0 EDGE OF 5.2 PTBL 965.2 x99 I x963.7 fn I 963.5 953.7 g g• tl m v? 965.3 WALL BB22 m/ x960.7 x g g,g x Q,7 1 x 962 fi 196 .7 Co L OV RHA G LITTLE MOUNTAIN CHIPS PLASTIC �- \ r I 964.3 965.3 / WOOD /7 \\ 1 x9 18 xI x I If 88TC Bfi34 963,5 Ham® 85 -2 9654 IC Z 6 7 ELEMENTARY SCHOOL 965.2 x9650 9840 64.Oj 9638 k-- - -- ( LEGEND 963.8 963.9 983.8 964.5 64.8 CONIC � U - - - +I 963.6 964.3 96 .3 C 965.5 i o 965.4 C3 x964.4 PLAYGROUND I 2W 9613 I I 963.6 CONIC KEYS-TO 96�� l & 2 STORY BRICK /BLOCK BUILDING x sss.2 x9613.6 J � EQUIPMENT(TYP) I I I I AIS Denotes advertisement /information sign 6 984.7• 8 965 5 (COL o 9 965. I (� W O 964, -- 963.4 R WALL P KWB 'i5i,:,_2./mt,9s,5165.2 2 985.2 9641• I *- --- BBH Denotes basketball hoop I 1 964.4 +•3 964.0 �� pCOL #9350 FALL ON A VE. P BE x9651 \ 9613.2 '�9p4.1 / 963.5 'SPR 965.3 94.1 {� / 96 .0 962.4 \ BBQ Denotes barbecue vl ^? 983 -8 63.8 963.9 Q 963.9 65.1 KWBS Is85• 665 -2 x965.3 �� 965.3 J� \\ 1 \ BE Denotes building entrance NqJ x �gp 0 8 9836 S 964.4 984,5 847 65L5 COL w x985.° \ I \ BH Denotes beehive Catch basin 984.1 96 .3 965.4 X963.6 x963.2 x U x96°.2 x9603 961.9 i xg B 963.4 863.6 9844 -t / 90 965.2 8852 0 I x952,1 x98 BM Denotes benchmark 7C 963.9 LP 8644 l BENCHES BTL Denotes beaver tail curb sse.I 3 c o� x96413 BWB Denotes brick wall base m 963 -7 964.7 963 �/� 65 4 a 965.3 96%•2 x 963.4 1 I HCS ® o-{+./ 964.5 W "� 965 -I CONIC x 964.6 PLASTIC I ■ 965.5 P7aL WALL GDL x 965.4 g" qg 965.2 965'2 x 96 .1 x963.6 983.1 CB Denotes Catch basin I 3,9 O 964.1 9644 W x965.6 Gj� 9fi 4 -4 9637 4 84. TC r 541 '13248 h 964.1 x(963.4 9633 k9 3.0 2962.4 x962 CBX Denotes control b communication box 664.1x196 t`� \ .BOX Denotes control box 964.3 s5 7 "+ 1 x 63-7 J` 82.9 9627 • 965.7 7'BAS 983.6 963.8 g 964.5 964.1 W I 'CRAB \COLS d x 9603 -9604 •960.2 961.0 x sF�2 a 984.1 C 964.5 964,6 965.13 3, 965.3 965.4 965-2 x 1 I x1 x � NAS 7' AS 7" AS \ 1 / C 464.2 984,4 9662 r, \COL s�.A -5 e65-7 I \ CMH Denotes communication manhole 65. TO 965.3 0 02 -�.6 Y I 1 y I_I cp 98,9 9853 965 965, �OT -n I 963.4 I I COL Denotes building column l rn \ 9641 Z 965,4 DOER I 9 2 964.2 964.4 965 4 I GP OE N h / P 985 -7 x 964.7 x964.3 �' I g rn � 9639 98 fi 964.1 965.2 1 D.3-.` DOOR 8'm CONIC I I x963.4 1 I 1 CS Denotes curb stop a 96 8 �P 664.1 964.6 U x965.6 Opon.- 223 ?', B6E5.7 x96 1 4\636 1 ' i I CST Denotes concrete step X ®960.1 x 90.0 x960• x616 I x J�' Ol _7 964.3 964.4 � 965.5 955.5 6�5 965. 0' ,.,5 1 '1 CT Denotes cooling tower J RD I 1 I 96 ,0 962.8 /963.9 963.8 �\ }963.2 963.I�C )<963, JI Q� CWT Denotes concrete wall top JJ1 J I ga ;1 1 1 � � � CWB Denotes concrete wall bottom I SPR � 9942 963• 963.p x C 64.2 ,fl / 964.1 95.2 Q• I 885.5-1 gfi5.5 6' lfl I T 964.3 9613.4 965.2 966.0 COL � I 965.1 LP G 8' PL - �9-6-5L. x965.7 'fi x9625 b xD62.3 DG Denotes drain rate 4.0 x 964.5 965.5 7 DOOR2 64.2 964. TC 96 3 x 964.8 963.3 963.1 J C g - � - 964.3- 965.6 . Q/ N n / V � DIP Denotes ductile iron pipe 90• I .B ("> t & 964.0 I_ I a - -- - -- 664.0 964.3 •98 8 Sp------- --- - --- --- - - - - -- -- - -- - -- - -- -- - -G -- - -- - - - - -- - - - ----- - - - - -- 6'�6 s.Y _-aa ' 965.6 y" w EB Denotes electric box -- --------------------- I 96 . - - - - - -- ----------- ------- --- - - - - -- ;6't -fix - - -- • x xg6a.l x990.0 x98 •4 ix g8 I -� 96 .I 9641 (�'T'q 9644 x985 -5 5 - =' 9656 9655 96 .7 x964.9 / x 963 2 / �1 Cn EM Denotes electric meter �+ - � 396.2 9613 5 96 3 = 2 RD HHC 965, BE /// x 963 6 r� 6138 964.3 -1 965. O 965.6 Gj �-- m I g 4.5 [1 y, / 9829 462.7 EO Denotes electric outlet m I 1 964.2 Q G 8" PL O1 964.4 c C.1 ■9669 9657 FES Denotes flared end section 9 2. I 07 T 963.9 964.5 965.6 x 965.7 Q• DOOR 6 Z CO I I 984.1 9 5.3 V 8" PL 965.6 x 965.5 i PS 964.3 p 965.4 Q" 965.5 o '� g j �'�3 964,2 / 963.7 963.6 _ - - - - - - - - 963 0 x 962 4 FH Denotes fire hookup J I P 964. 966.4 984.4 964.5 x 964.5 y`o- c 985.2 965.7 65.7 G '- ' 0 6' ® BBH / 983 3 963.1 FOL Denotes fiber optic line 964.1 64.9 Z �p m ,H YD 965.6 DO BR 7 8651 9 1 963,9 9633X\ iK 962.8 1 FP Denotes flag pole 964.5 965 -3 965.7 965.4 965.5 BE 965.7 065 4 965.2 / 955 2 RD 964.5 964.2 8�El - - - � -/"2.9 g P n m \ I 964.3 965.6 LP GONG RO E 963.3 9632 _ I 965.0 964 4 O 965.1 W s G Denotes utter 984,2 TO G 64. 965.5 966.5 985.3 GEN Denotes 9 xl x960,2 x980.1 x960.1 I x9611.4 1 96413• 4• 64.5 �W 965.7 TC 65.4 965.4 965.2 generator to Wr I y I T 9 39 964.4 .B6 ,B 964.5 N 964. x9 5,4 s .6 TO 965.5 P CON 9637 963.4 963.2 2.9 > I � 964.2 4 A H 964.5 C 965•+ Rp5 -5 4i Rp5 -4 964,7 � 63.2 62.9 62.7 982.5 1 GLP Denotes goal post O M LEI I I I 111 m 6844964'6 955.0 884.8 Tc 965 TC 965.5 xg�a 65.0 GM Denotes gas gua meter 1 964.5 965.5 965.3 965.3 ■962.9 66213 GP Denotes guard 1361 'i 964.3 954.5 I "EAS 962.5 962.4 g g 864.4 x984.4 s55.z g 5 9646 / ` GW Denotes guy wire z • 960.2 1 Tc sae a Tc x 668.1 x 664.6 663.„ x 662.4 x662.5 GRDL Denotes round light m ri J � G 965.0 6 984.9 x 963.9 x 963.7 gEg CH � 7''848 BE1 m I ( nP LP \ \ 9643 9 . 964.6 9853 9851 x964.3 I 1 HCPB Denotes handicap door push button x 9802 x 84.0 9644 / 5.1 x 965 -I z x 960.0 x960.1 964. 65.1 +j x964.3 965.2 •9636 HCR Denotes handicap ramp 2 TO 6613.3 Z ees.I 7° As _ m9sl\5 \ s 4'S c c rc ON CONIC I HCS Denotes handicap sign O 964.5 965.0 x 96 4 4� '� 9 7 • 964,9 M O� I �SP 1.,.h, \ 964.3 G 964 6 rock / �� 964,2 xx 9E 964.6 � 964.5 v� m � � ODOR 3 DOOR 5 s 7 965.2 4" AS �� 964.6 � x�S83.0 x962,6 � Qs62.7 1 HDPE Denotes high- density polyethylene pipe J ro ID \ N rn 1 n °i 985.3 Q` / \ \ 962 ` 964.4x t0 v GJ 964.3 gg4 -5 864.4 � 9651 9862 � x9627 3 "SPCC xss2.7 HHE Denotes electric hand hole \ J HHC Denotes communication hand hole IR 1 of y 904 5 • 96 9 TO x 963.8 b ,], � \ TC 964.1 4 "A H 985.5 x 964.8 � x 963.8 o, idii 2 964.2 964 9 x 964, 2 x U I x 980.4 x 960.2 x 960.1 1 x 961 2 x 96213 I x 964.3 964.5 964. 964.9 TC/ m O -964.3 Ta 65.4 h � x 9613 3 x 964.1 / \ H H F Denoted fiber optic hand hole I x 1 \ 9642 G a /g64� 6613.0 2 964.8 J 664.4 / \ \ �� 1 HYD Denotes fire hydrant INV Denotes structure invert O I 1 I 964.5 x 84.4 0 965. 0\� / \ s6sacG KWB Denotes keystone wall base x9627 I 9642 a / m / x 963.2 x ss3.o� x 963.0 LA Denotes landscaped area 964.4 965.7 N x964.2 p 864,8 983.7 1 LP Denotes light 964.4 84.0 P rc T \ 965.4 85.3 98 I x 964.8 / pole I o 0 TO 964.2 964.2 oa 9647 n�O1 rn � 964.3 994. g q,7 Q e � 7 - x 964 3 964.2 / � LPT Denotes LP tank 96 x963.6 963.9 x963.2 3/ / \ cN\ x x \I 1 x961.4 1 \ x964.3 7C+ Ipi 1 m �o x964 -I z 963.5 PINR MB Denotes mailbox SggQ,4 x6598 9602 \ 9613.1 I J / / � x963.9 96 •662.9 MC Denotes metal cover ro x m 24' 4P x 960.5 _.� SH 5„ASH •962.5 \ 964.3 U, •9'A m 965. / x 963.4 1 q�� MH Denotes manhole y \I \ .982.5 -9614 964.0 64,1 964.2 ~ Z 64.6 963.4 � TC5.4 965.5 ,�� N Y 'jy 65.0 MRAL Denotes metal railing f° m I 96/_ x960.1 k961.0 1 ®9633\ 964.3 963.8 fig 3.g -969 d I O IC �Og �PZF.R� x964'2 o /DOOR 4 984.5 CD Denotes overhead door 171 SPR x93 �20 \ x9601 I:'V""SPR TO \ 964.0 ALT 964.1 'V�4s960\NO 985.7 ?•• 97/• ?2 0° / / x982.8 x9625 0H Denotes overhead electric line I1O \N'(� 963. 965.2 RID 5.6 - =' 54,7 RD x962.6 x962.7 1 (P) Denotes per plan /not field verified N 964.1 g g '\ 962 \ m 982.2 \ z 964.2 963.8 964.1 gsa. 984.5 d <5 �. I \ 64.0 Q 965 TO Aa /i. / TO x965.3 /965.6 96.3 9654 r 985.6 xi965.2 / / ®g,B,P�N PIV Denotes post indicator valve TC 97 9637 ° ��ys I A / �C' 965.4 Z aE5.7 964.6 x9841 x962.5 PKS Denotes parking sign m g \ .96-3 959 3 x x 960,4 / x 992,8 ei, „/ o ' x 963.9 x 962.8 TC \ J .961.4 \ mac, 963.3 464 3 y. a / PP Denotes power pale \ I g g;�- \ \ 964,1 963.7 963.8 -98{ m I � N, / 9 *06 .8 Q� 965.3 365.0 62 8-'BC� \1 TO 963.9 m Lp G 985.3 gg4,$ x963,2 Gj x962.5 x962.5 1 x962.1 PPT Denotes power pale w /transformer X 964.0 I x 964 3 TO \ -� rn N 965.4 x 962.5 x 962.5 96 � -J \ 964. I 666,2 i 965.2 965.0 � � � PPU Denotes power pole with underground utility 4 � x 964.2 963.8 964.8 X962.8 639 TC TC 49640 6 P't�> 64.1 965. 965.2 96`564 x9644 P e962.fi PTBL Denotes picnic table TO 8852 \ x962. 964.5 G� ��°bo'G'� 2883.8 865.2 HYD Q' "PINR 1 RC Denotes ribbon curb 664.3 x9eda \ 963.7 oe'>9 5 / PVC Denotes polyvinyl chloride pipe 9813.4 C4.8 \ \ / 964.3 964.2 /J� 964. A\NN PN� 6 / I TC5 964.3 \x'99 96 963.6 963.7 TO / TO <� 9 I 65,1 9652 965.1 x964.6 ; BM #13 x� +•0 I x962.2 xae23 RCP Denotes reinforced concrete pipe 64.9• �i y T 964.° x 962.3 M M 964 ` x 964. ~ 9 / TC x 963.6 964.2 °` A 964.6 x 965.3 I / -903.7 x 982.5 x 962.4 x 9623 RD Denotes roof drain a 98 y \ +d° / 96 ,9 xi 965 1 965.1 ; SAN S Denotes sanitary wer 24R \ �� ` TC 964. x 963.7 964.9 / %/ I- '961.8` \ \�7� Q/ /, x964.6 9846 2984.13 1 x963'7 964.3 / x965.1 `1 x964.2 / x983, ■962.1 5ANC0 Denotes sanitary cleanout TOP -962.4 -- 9622 g 9&4 -,px iJ TC -964--) 984�'B. - 9g 3.9 964.6 \ 964,9 , i PINR 1 1NV= s,fi(NI,s} 63� M / Tc 96Q TO 5 LP / 1- 1 1 1- s" W / STS Denotes storm sewer T m x x 964.9 984.9 \ 965. O RCP 5 984.1 6A 964.7 x965.1 96415 Cx 964.0 \ STC Denotes top of surmountable curb \ (1 x 964.3 TC \ �9 965,2 965.3 WA TER NE LOCAT /ON ,�. x .o x96 5 x�bli�- �ID TC S ID es +.1 963.4 15 TC ; AS NA x9848 , I / TC Denotes top Of concrete curb 97� \ 9645 xssl.s \ TCS Denotes traffic control sign m 960.3x I �P9 9 964,3 TC S`N�e ' x962 g 0 861.1 964.7 TC 9C4 2 6•y`L6r1E P-�F. 9.4.0 x 965.4 I 964.1 x 963.5 / x 962.2 x 982 x 9622 962.2 X ohs\ \ c� .s o IV x9641 7 ___1 \ / ®966x24 1 TL Denotes traffic light wv I mg6SPR 959• \ \ 839 9640 x COP�o90�NG 6TO6 �r0 i \ 1 V PIN TRANS Denotes transformer box fil•I \ \981.6 \ 983.6 \NSS� 63.8 I (D9 .4 k965.3 ;_ 984.1 H C 963.7 x9626 a - < TC As /' \ R 9629 \ 962 UGC Denotes underground communication line a HYD ` \ \3 C 964.8 ' x9642 •963.9 f \ UGE Denotes underground electric line m x 962 \ x 3:8 9 89 3,6 TO x9651 ■9653 x985.4 I F T x96 z.7 \ \ 962 VP Denotes vent pipe x x 11.7 \ x 960 5 961_ \ �` \ TC i9 4.1 TCS I PIN 1 x 965.1 , 963.7 \ \ 1 963 5 g62 963.0 \ \ x TO y x 964.4 965.8 ; 963.2 965.7 ' "SPR x sfiQ; \ 5� cn ® skis � I ', x 963,8 x 964.6 \ ,n o t / \ \ x 96 D.4 \ X0.9\ x g`I,5 7 , (L x 963.3 =O x 964.8 985.4 U3 "PIN x 965.6 i i x 963.4 983.5 983.3 \ \ '- -- - - - - -- -- - - -- en e5 water valve manhole 12 Denotes water Ins x 962,1 x 962.0 .9 m fo O 1 m96 5 I \ \ \ - \-1 \d 9 .9 I ` ` ''� &• -- - -' --- WV D t t 1 \ ---- ------ '- - - - - -- -- -- '---- '-- '---- '- -'- - -- x961 "PIN x961.9 h /„��PR I \ \ x9838\ TC Z 968 7C h1 �6.1N 964.5 - .-3'-- '--'- - - -'-- -----'--'------ --'----'--x9625 '---- \ 2`- / I tree J/ x 965.5 k 985.5 --------------'------'-------'--'----'-- i- --------------- ------ --' - -- - --- '--- - - - -'- -963 x \ x 96 5 x 962.5 •964.8 3 9 \96 98. 62.0 4'„ - 965.6 6' AS �� 3.0 6 tree J � 9.,;------------- - -- - -- - -- - - - - - 6 CRAB Denotes Crabapple tr /� x 490. \1 D , 961, •963 I / 6 .I - -- TC---------- -- - - -- -CJ - -- -- -- -' -- ----863.6 - X \ x 981.9 2 964 - - -- - - - -- �� x 9§1313 be 9 0.2 SPR / _ - x �I 1 x9637 x963.8 / 6626 ®ssz.1 HACK Denotes Hack berry tree CATTAILS I RCP _y-- ----- -------- '- - -- -- 965. Z `�\i �- sPCC I PLK Denotes Maple treereee - - - - 66.0 sae 1 N; z9 .I \ 8 M L g��Ir ~ x 965.3 "PIN 1 \ - - -�- �ar� ' - �-1g�g -- -' -- D _ - '- - - - -'- - P 1 W - -- -- - 9611 961.3 � a 1 � x96 +s ° es2a 962.6 �� s6s cc `�1D � - � PIN Denotes Pine tree ----- - - - - -- -- - -/" -- - - -- - / 982 x 961 9 6 . C.r 963 ---- -' - - -- - -'- / f/ m , - 1 I \ x ,i1 9 20 962.4 x�gszo -------- � ______ }__,_ � \ g.2 P. � 98 •5 ~\ •9881 , \ x9830 � � - �o'pIN 662 PINR Denotes Red Pine tree 6s 5- SPCB Denotes Colorado Blue Spruce tree ' - -• -- pR a 9623 \ / 65 C �966J "PIN 6' x 985.6 i. x 963.7 962.7 ` �- tx96z 1 SPCG Denotes Colorado Green Spruce tree I; x 961.2 I 96 '13 x 9 1.4 � x 963.4 � � � \ SPR / � � x 964.4 g 9 a � -� SPR Denotes Spruce tree p p� z 983.1 �� x 9§2'� ■965.8 966_2 5' ens 495.1- 'z 964.1 -'� 982 6 962.5 q s •966.2- ; x 'i x9$13.1 - x9641 x963.2 \ x9627 TR Denotes deciduous tree 663.4 964.5 N �- -- x 965.4 966.1 "PIN 6 0 96'4 x 9fi 3J�- t x 982.5 n +.-r • x 965.9 x 1 z 98 x 964.6 \ `_ 963. __ X62. -6� 9626 ® 962.2 _ J _ I- I ens x 9 s.o \ 965 i \ �. 10 "SPCC 9S2.5 R 1 / 964.7 rc \ ®966.2 UNITED POWER C. 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Minn. Lie. No. 15480 I UNDE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 m m suRiwiNG 952-881-2455 (Fax: Office: -888 -9526) West www.munde.com Mandan, North Dakota 701- 663 -5562 F17e:2015 /7300 /.dwg 0112112016 Sheet: 2 of 10 x 962,1 62 6x'9 B 1.9 961.9 0 x 5 -961.7 961.7 961 7 z 961.5 ,5" B I T u M I N 0 U S "d\ �96Z � 961 D6#� 980.9 x 980.8 x 960.4 -` 960 fi � x 98 x 4B 96 TO 1x'6 ti 960.9 96 / _ 961 "bo x 961.9 G 0.8 °'961.0 ■ 960 7 • 960.8 a o ■ 96? 0 6 0 e l.o •981.7 o9614 •961.2 -961.4 ■ 961 4 ° 61.1 SPR I MPL SPR I I MP • 960.7 I 'MP "SPR I SPR 1 . L "SPR o, •mm TCCQ ,�•� �' a 961.6 I 'MPL SPR I MPL SPR x 960 2 x 959.6 960,6 cn WV 9 m "SPCG m 958.5 C x 990.2 G -99 m 961.2 Jp�6 \/ m 960.5 m 960.4 ex ° ®960. I 5 "S 8 °o= a \ 6 a 959.5 a 960.0 0.2 m9604 ®960.6 �6SPCG ° "SPCB 'SPR "SPR 959.7 961.4 'PIN PINR PINR SPC PINR 'PIN R m959.8 m959.5 spiry- a 960 2 ■ 960 0 "SP L9 9E0 "PIN 'SPCG ,V,� "SPCG ■ 959.4 960 m 959.5 ■ `A1,1 ,�,� 959.9 SP� , 7" G a1 ■960.1 ° ::PINR 09 960.5 a 960.5 "PINR ■ 959 3 ®959.7 969.0 a 960.1 :: a 960.6 " "SPR `--'� m 959.8 0959.2 "SPCG �� ��� "SPCA "PINR SPCG $,PINR PINR I x m I p U5 a 61.2 SPCG ��PINR 1°P1 t° I ■998 'PIN ��SP P � I961.3 I m 61.2 x 96016 I 1 'SPR x 959.1 -9599 961.1 ■ 61.2 1 'PIN "SPR -960.7 x 960.5 x1959 2 e 61 2 YPIN x 960.7 L9 2 x9593 x959.7 9613 '� a 61.2 ~ 1 ■ 6 3 "PIN z 960.4 m z�9K8. "PIN � p � �Ij• I x 980.3 PI w ww a MOP - ¢¢7 e �8w, p I INV =�p5.9 ° p II )G6 M13 - I P1fl 96p -960.8 Ix 959.9 x 960,2 ■ 961.4 I x sso.5 "PIN 4 I x x195 I o 96 I •960.7 x 960.4 x 96D.5 x 960 7 -960.1 \ z 959.9 x p 59.7 -960.0 x 960.6 x 960.4 x 960.2 -9607 x 960.3 I I BUILDING ENTRANCE ELEVATIONS Little Mountain Elementary School I Door # Description Elevation(ft.) 958 4 55��� I I Top of concrete outside of door 965.75 5 2 x953.5 =-958 x-96 1 x956.7 x956.4 9563 x936.6 2 Top of concrete outside of door 965.72 - 959/ ssa - - AR- - - - - 3 Top of concrete outside of door 965.70 -9'56- 4 Top of concrete outside of door 965.71 xy57.9 x 95 &9 \ // x9.5 5 Top of concrete outside of door 965.71 9¢I.SxO61 , x94 \ 958.5 �89'�� -959 _ --9590 f / f 953.6 9SQ� cE eF 6 Top of concrete outside of door 965.72 ".a x953.6 _ MOWED - 7 Top of concrete outside of door 965.75 x 958 g57� --956- g -954 9.54, � � �7 -952- �SS - 8 Top of concrete outside of door 965.71 -:9 \ g 955 �95� i9s �xg53.5_ -954- 95- g51fi 9 Top of concrete outside of door 965.67 x954.6 x854'2 - Q5 ` X0'3 10 Top of concrete outside of door 965.73 96 s5 5 \ 956'� x� 955 _356 /j _957- -956� s -9-so- 19 ss�\ ss/- 11 Top of concrete outside of door 965.74 xs .a s _ _ _ ®7p- c' s 3 �- _ 12 Top of concrete outside of door 965.73 /1 / / Ll� x 959.9 -959 9$8-- \ \ 959.1 -� _� QED .,� -oF / x 958.8 12 P - rt>I6W€�RA55 - x959 g'S/ 13 Top of concrete outside of door 965.73 959 958.8 958.7 958.1 ®957.4 ogr,L °999.6 6996 -4 ®fig ®955, °954.5 953.2 14 To of concrete outside of door 965.75 ° 953.6 m 953. P "ePC SPCG SPCG q�SpOG "sPGC 15 To of concrete outside of door 965.78 "SPCG "SPCG SPCS � P �;��� �2' 959.1 m 958.5 \ p •8 958 ' P' IfJ� -5 90 �"'1 v r1Nrt m 959.0 a 958.8 ®958 6 "SPC G 9 8.7 ° s5aa / 6 "SPCG PCB "Sp 9s mss7s °s57.s {- - - 16 Top of concrete outside of door 965.75 INK a 957.5 e m 956.6 a 6. e ,,.A,v'y ■ i1 a 958.7 958.9 _ 2 "SPR °95 SPR 8 "SPpCG lyi PIN 1 R��.... 6 "PINRN l m958.8 °958.6 °9553 SPCG SPCG "SPCG y_ 59, 3PC8 pCG SPCG :isp _ 8'SPCB 5 "SPR !/ 56.9 i °95 .9t 959.1 �' ""V �' �_' "SPCG - O'8r76. -8 "SPR i m95fl6 C! ' 6'PINR "PINR 2 "PINR EASEMENT FOR UTILITY AND�tD A AGE •> 958.7 ■ 95fl 58,7 ��"VV"�� p e 958.8 958.7 'PINR 'PIN SP 9 8 , -- PURPOSES PER DOC. NO. 719827 957. N 957 B ~ PINR 1-1116 FIN e ® I ' z 958.5 ° 95 7 ° 958.6 g. 5 m 958.ii \ x29 SN � BE z 957.6 x 957.7 -958.4 "SPCG "gp 9 x 958 8 958.6 EMG R 95 x 958.8 x 958.9 958.4 95 �x 955.>� �/ / �-959� L, f.Q•SPCG , SPCG +� 9.0� x 958 9 x 958.9 9 X669.9- - .9585 - 24.4 - \ N \ \ \ x 959.0 �9 .9 95B'E SHED 4d BE8.2 9, � `S i J X 959.1 x 95g.p L x 956 -7 LEGEND x 959,7 \ 969.0 _x 959.0 x &nti x 958 7 -958.8 / \ x 958. ( x959.1 x959,7 '960.0 x9598 x958.6 x9593 1 x958.8 x950.5 / �' x958.2 x9565 AlS Denotes advertisement /information sign ' x x 958,7 x 958.8 x 958.8 \ I \ X 918.6 i 955.7 I /g5g BBH Denotes basketball hoop BBQ Denotes barbecue BE Denotes building entrance x 959.2 959.5 x 959.4 x 958.9 ' \ x 958.1 I BH Denotes beehive catch basin X g BM Denotes benchmark -959.6 ( x 959.5 x 959.1 � i x 968.8 x 958,7 x 958.6 -958.7 � x 958.4 -957.5 1 z 958.4 B TL Denotes beaver toll curb X96 96 i x 959.5 x 959.5 \ BWB Denotes brick wall base _ 1 I CB Denotes catch basin CBOX Denotes control box CBX Denotes communication box P I I I I 1 I 1 CMH Denotes communication manhole x 959.3 x 959.6 x 959.3 x956.7 x9584 x958.8 xg`�•8 95.4 x958.1 I x958.5 CAL Denotes building column X 959.9 1 x 959.2 x D57.1 1 x959 -g x959.8 1 I / CS Denotes curb stop xs6o.2 1 60'0 "9598 i I / CST Denotes concrete step l I \ I CT Denotes cooling tower \ CWB Denotes concrete wall bottom CWT Denotes concrete wall top 1 ' 1 958.4 x 959.2 x 959.6 x 958.9 x x 957. z 958.2 x 958.5 1 x L959.0 x958.5 x956.8 I x959.3 1 s 6.3 x997.1 DG Denotes drain rate Pi \ i 960.0 i1 58.0 x 958.5 g 1 N _ / X96 _ 1 \ � I I / \ 1 I ( DIP Denotes ductile iron pipe LAJ EB Denotes electric box I m96PN x / x961.1 \ \ x960.3 1 i \ h \ EM Denotes electric meter m961. x9sa4 x9so.3 °j FEES Denotes flelectric e d outlet s section J I x 961.1 i x 960.1 1 "SPR 960 I x 960 8 �� \ x 969 7 1 i 1 I 1 I I I ( 1 95713 I / x960.6 1 1 958.4 /5" PVC ST 5- x%58.3 (��ET, SOLED SHUT) I FH Denotes fire hookup z 9 8.7 x 9Q5.9 x 959. x 958.7 T P =956 5 x 958.2 x 958.5 I , x 960.3 z 959.9 x 959.3 1 4 x 959.4 x 959.5 I 1 V =950 3 S) FOL Denotes fiber optic line 1-0 I x \s 961.3 ( z 961.2 x 961.1 ` x 96D.7 I 1 TOP =9 6.9 FP Denotes flag pole IrV =949.7 ,W) I g P 333 SPR I / G Denotes gutter 961.4 O y xssL2 1 ; \ I 1NV 50,8 (S,E) I GEN Denotes generator 4 J 9602 i 1 !� 1 I I GLP Denotes goal post I \ 12 PIN S i l J \ 1 I x960.7 x960.8 x9608 GM Denotes gas meter x99 °.s x9594 GP Denotes guard past x 961.5 x 961.3 x 960.6 ' x 959.8 GRDL Denotes ground light 07 � � I x 960.8 � I.0 i 1-960.2 959.Q 7.7 -958.4 I,q 1 ■ 98SI.PR x 960.3 / \ i ww I x x 959.2 x 96 4 957.2 x 957.9 x 958.1 I GW Denotes guy wire r / \ x 960.4 I x 958.8 x 959.6 x'959,0, x 958.6 x 959 ■ 965F' " I � x 961.6 x 9612 x 960.9 \ l m z m 6� x961.3 \ \y HCPB Denotes handicap door push button o ' I J g \ BI.o 961.1 6/` 1 1 I I l �r HCR Denotes handicap ramp 961.6 rn a On PIN P / I HCS Denotes handicap sign \ I x95.5 957.4 x ss.o x955.3 I x958.8 HDPE Denotes high- density polyethylene pipe ( 0961.4 C0� x I x 959.5 x959 5 x 959.1 ' x 958,8 "PIN I r x 961.1 1 x961, I �961.o x 960.9 x 959.1 I 1 H H Denotes hand hole 961.3 x 960.7 i x 980.4 960 0 x 8 x 958,7 11 1 1 1 I HHC Denotes communication hand hole x o x961.1 x9616 x991,4 x961.2 x i ` I I HHE Denotes electric hand hole m O1 958,7 m961.5 961.2 i x 1 ■961 4 PIN x 960.4 x961 -5 X x I \ I I HHF Denoted fiber optic hand hole 'PIN x 961.4 - x 961 3 6 FT CHAIN i x961.3 LINK FENGE961.4 , 1 HYD Denotes fire hydrant a ^ 1 I m9fi1.8 1 �i \ �I I 91 INV Denotes structure invert w i x 958.6 x958.4 y X958,6 zg a -3 x957.4 x95 .s KWB Denotes keystone wall base �O I 961.6 x x 958.1 1 x 958,9 X X ,n i x 959.1 x 959.6 x 959 5 958.0 xsso.e 96.6 LA Denotes landscaped area 961.7 I o� 961.6 ; 961.4 x 961.1 1 h P 961.8 I I^ I I 95 9 981.8 961.5 961.4 i x x 961.3 \ I H LP Denotes light pole x991.3 I LPT Denotes LP tank X9 961.2 ' 961.4 \ '� '961.3 x961• i " 4 / MB Denotes mailbox II' IN 961.0 961.6 :i / I 44N J x991.5 x991.7 GRAVEL 961.6 x 961.4 1 \ \ y I I MC Denotes metal cover I� 1�P 9• 0961. x960.3 1 x961.6 x961.5 96 1.4 GRAVEL I e x9617 x 961.3 MH Denotes manhole I E= I 11 961.8 I i ; \ ' j x x ; x961.5 �c 9810 959.3 x959,7 x959.4 P� I OD AL Denotes overhead Oradil railing i x 961.3 x 958.9 z 959 0 95 .5 x 957.3 x 958.1 x 958.4 58.0 x 958.4 1 I x 958.7 a I 1 609 i x981.5 I \ ° / 0H Denotes overhead electric line PIN x961.5 �' 1 I I (P) Denotes per plan /not field verified I a' I O 1 961.6 61 5 x 961.4 1 x 961 9 961.7 p 1 x960.2 x9 0.9 x962.0 x961.6 961,6 x • x , % I I PIV Denotes post indicator valve I ( 1 /g 1 I PP Denotes power pale JC x980.4 / x9617 x961.9 x96'.7 x991.7 = 991.7 1 I °' \ / PKS Denotes parking sign 9 9.3 x 961.8 w x 961.5 961.3 " 61 I x 57. x 958.6 x 9 8.9 x 959 4 x 959 2 a] x x 958 3 957.0 958.0 x 954 4 x 956 961.x961.4 x9580 x959.7 9588 ` PPT Denotes power pale w /transformer sT `� I I x9919 I I \ PPU Denotes power pole with underground utility PTBL Denotes picnic table MH 961.5 461.5 � 961.8 � .� p' - /8" RCP S7 S rOP =961.4 I n I 1 / GRAVEL ' I I I I I ^ 1 \ •� INV =954,5 J W / 961.6 ss1• x9917 x981 -e x991.3 ' N PVC Denotes polyvinyl chloride pipe x961,7 go1.6 : o, JIB RC Denotes ribbon curb m 980 3 981 -7 x 981.6 961.7 961.8 i i I C ( BCLTED UT} q) I' \ "SPR / x961.1 x961.6 961.7 1 ( T =956.4 q3 RCP Denotes reinforced concrete pipe \ 962 3 ' Y STQNE IDLE l _ x961 g x991'7 p 1 x1961 1 ` I \ I 1 IN .7 x9 V RD Denotes roof drain 1 m 1 x 960. x 961 7 951.6 20 FT CHAIN y 1 x961.3 x1461, x x 958.3 x 959.7 x959.4 x959.0 x 8.4 x 957 8 z 95 &3 x958.7 DR.1 g "p /p ly -1 961.8 LINK FENCE �4� el� GRAVEL 1 1 57.5 x958.8 x959'1 x9 8'7 '�+ SANS Denotes sanitary ewer Dp• l I f \ / xyels 1 6 FT CHAIN 1 iaP(9 70T BOLTED) SANCO Denotes sanitary cleanout I"` 961. �J - 1 6 FT CHPJN 861.7 961.8 ss STC Denotes to of surmountable curb / y \ i 961.8 LINK FENCE , / I INV= 11.6 I \ / ��.. ST S Denotes storm sewer I INK FENCE 961.6 961. CONCRETE `s 9621 981,7 1 \ srD �A a� • 9 fit g� 962,2 \96 X x x x-xx BAS • I I BAS �` 1 981.7 x ° x x x " A61.4 I / 5 C ir� 961.8 96LB BE 961.6 1• 962 0 9fi 1.8 961.8 61.7 i \ � �}� p -- h 961.7 961.7 961.6 961.6 9fi17 m 961' BE �Bl,g �1 TG Denotes tap is concrete Curb 1 I TICS Denotes traffic control sign 961.9 1 / ` f x x 958-3 x 959.3 I x 957.1 958.4 h 9620 BTL N �1 �x961.3 / 2962.0 •962.3 \x x�2' x x961.8 x981.7 x9617 961'7 , J x981.51 'x.9611 x 60.3> / 957.6 x959.3 l\ TL Denotes traffic light 962.7 11 BAS 962.0 I 961.8 x 961.8 981.5 x 959.8 x 958 9 x 958.4 x 97.9 x z' Q9 x 962.3 x 961.6 � J,--- � 95 .0 a � '25� x 992.9 LP x se I.s x 962 o x 991.7 -96/- � t I TRANS Denotes transformer box 4 963 ` 1 960 ` I UGC Denotes underground communication line h y y 1 962.8 963.1 96 - �� \ x 96 1.9 1� ; x 958.8 x 957. 7C TC TO 963.2 - • 962 I x 961.1 `- x g6� x 959.6 x 858.3 ; x 959•' \ �� \ I I UGE Denotes underground electric line I VP Denotes vent pipe 1 x981 -7 x 960.6 x 960.2 z P P h TO Q, W Denotes water line \ 8" A5 � I / HN I x981.8 x958.7 \ x959.6 l WMH Denotes water manhole cvx� k 962.4 x 962.6 x 962.8 x 963 0 963.1 � � , 3 w TC L / x 961 7 96/- - �i \ \ k 958,0 I x 959.2 .959.3 x958.9 x 958 x 957.3 x 58 ° x 9 8.4 1W x 9629 l/ x 961.9 - p o 983.3 $ 962 -9 _96 l's x 961.6 x 961.6 x 961 5 x 951.7 x 961.6 i �•-1 z 9 93 WV Dentes water valve 962.2 TC / TO I z 96 1.3 961.3 963.3 U •9szo I l BAS Denotes Basswood tree 962.7 9s3�- �G- l M x9629 n'Bns I CRAB Denotes Craba le tree \ ®ETC_ Tc `963_ / N 962.6 \ 9625 \ ; - -962- 939 pp 1 o \ \ I HACK Denotes Hackberr tree TCS \ (/ TC 962.8 962.7 I -959.6 y 9631 S t CONC 982.7 x95�!S I I MPL Denotes Maple treeree �96 _ -.96 3 7C 962.3 TANK �� x 96 1.5 LP 962.7 962.7 x 962.3 x 962.1 x 961.8 �'! •mss 961.8 �,g x852.2 x961.7 x961.8 x961.9 962.8 , x962.6 x962.4 x9623 i x 999,9 x958.3 x9588 x958.9 x958.5 / x958.1 z9 PIN Denotes Pine tree °� I 'GAS 96/�� •ly'BAg 62 \ I •ss1.a xsl.9 962.6 i )\6, \ x996.7 xg.g / x$581 x956.1 PINR Denotes Red Pine tree 962.4 0 960 "yr\' \ 962.3 III, /8E 9626 e AS \ / 6 g , \ \ \ x .4 \ \_ / NV (BOLTED = R 68.6 9sp_ j; �� 9627 TO � SHUT) / 5PC8 Denotes Colorado Blue Spruce tree `J l ^ p SPCG Denotes Colorado Green Spruce tree N 958.1 m 958.5 �"� 955j��961.2 \ TO 962J �E' 962.5 x 962 fi _ m SPR .9b9`Ix 18 „RCP 961 5 x961.8 Q- � x 962.7 x 962.9 x 962.6 \ x 96 7 !� /5" RCP ST S el BAS Q1 Z � , x962.5 x951.9 958,8 ) SPR Denotes Spruce tree n x 958. I 957.7 z 960 \ 962 4 9C 1.9 4 1.8 G V' Q i / �963� \ x 958.5 x 95ao x 958.1 HHC 21 956. �� TC 8' AS \ (� \ \ \x 958.8 x 958.6 x 958.7 x958.3 957.9 cd ,{ x990 �- 9617 CB I- 1 -g "#y l 1 TR Denotes deciduous tree • O1 C'J %7.9 / .961.7 \ � '2 961.7 NV -9586 TC' 1 x9617 / M/Q Xz x9626 1 I -B" W 1 �' 1 1 1 LUW9�^ O J J 1 II a■ =L 963 0: 963.1 I "BAS 1 RCP S fix k 955 z�57.9 x 9$8.5 ■ 980.8\ / x 9fi l.3 x ONC °.� �9.6 LLL -958 I ::SPR 961.7 1 H / 62. 96 I 960 962.5 962. 111 w M I I TO 962.3 96 0 TOP 980 I MH g NV 94 (N,S) Told =958 6 I IN -9447 -ao- x x 958.2 9 8.6 .SAN S 9624. MH n , x TOP= 60.9 m D9 "SPR 962.8 INV= 53.8(E,W) 3 f 1 x958.4 (D9 0.7 962 3 962.5 1 0 I 962.5 h N w 96, a I 0 / x x 958,3 _ r / k 961.0 x 961,7 x 962.3 rn O1 x 6TO 9 12 x 962,1 62 6x'9 B 1.9 961.9 0 x 5 -961.7 961.7 961 7 z 961.5 ,5" B I T u M I N 0 U S "d\ �96Z � 961 D6#� 980.9 x 980.8 x 960.4 -` 960 fi � x 98 x 4B 96 TO 1x'6 ti 960.9 96 / _ 961 "bo x 961.9 G 0.8 °'961.0 ■ 960 7 • 960.8 a o ■ 96? 0 6 0 e l.o •981.7 o9614 •961.2 -961.4 ■ 961 4 ° 61.1 SPR I MPL SPR I I MP • 960.7 I 'MP "SPR I SPR 1 . L "SPR o, •mm TCCQ ,�•� �' a 961.6 I 'MPL SPR I MPL SPR x 960 2 x 959.6 960,6 cn WV 9 m "SPCG m 958.5 C x 990.2 G -99 m 961.2 Jp�6 \/ m 960.5 m 960.4 ex ° ®960. I 5 "S 8 °o= a \ 6 a 959.5 a 960.0 0.2 m9604 ®960.6 �6SPCG ° "SPCB 'SPR "SPR 959.7 961.4 'PIN PINR PINR SPC PINR 'PIN R m959.8 m959.5 spiry- a 960 2 ■ 960 0 "SP L9 9E0 "PIN 'SPCG ,V,� "SPCG ■ 959.4 960 m 959.5 ■ `A1,1 ,�,� 959.9 SP� , 7" G a1 ■960.1 ° ::PINR 09 960.5 a 960.5 "PINR ■ 959 3 ®959.7 969.0 a 960.1 :: a 960.6 " "SPR `--'� m 959.8 0959.2 "SPCG �� ��� "SPCA "PINR SPCG $,PINR PINR I x m I p U5 a 61.2 SPCG ��PINR 1°P1 t° I ■998 'PIN ��SP P � I961.3 I m 61.2 x 96016 I 1 'SPR x 959.1 -9599 961.1 ■ 61.2 1 'PIN "SPR -960.7 x 960.5 x1959 2 e 61 2 YPIN x 960.7 L9 2 x9593 x959.7 9613 '� a 61.2 ~ 1 ■ 6 3 "PIN z 960.4 m z�9K8. "PIN � p � �Ij• I x 980.3 PI w ww a MOP - ¢¢7 e �8w, p I INV =�p5.9 ° p II )G6 M13 - I P1fl 96p -960.8 Ix 959.9 x 960,2 ■ 961.4 I x sso.5 "PIN 4 I x x195 I o 96 I •960.7 x 960.4 x 96D.5 x 960 7 -960.1 \ z 959.9 x p 59.7 -960.0 x 960.6 x 960.4 x 960.2 -9607 x 960.3 I I BUILDING ENTRANCE ELEVATIONS Little Mountain Elementary School I Door # Description Elevation(ft.) 958 4 55��� I I Top of concrete outside of door 965.75 5 2 x953.5 =-958 x-96 1 x956.7 x956.4 9563 x936.6 2 Top of concrete outside of door 965.72 - 959/ ssa - - AR- - - - - 3 Top of concrete outside of door 965.70 -9'56- 4 Top of concrete outside of door 965.71 xy57.9 x 95 &9 \ // x9.5 5 Top of concrete outside of door 965.71 9¢I.SxO61 , x94 \ 958.5 �89'�� -959 _ --9590 f / f 953.6 9SQ� cE eF 6 Top of concrete outside of door 965.72 ".a x953.6 _ MOWED - 7 Top of concrete outside of door 965.75 x 958 g57� --956- g -954 9.54, � � �7 -952- �SS - 8 Top of concrete outside of door 965.71 -:9 \ g 955 �95� i9s �xg53.5_ -954- 95- g51fi 9 Top of concrete outside of door 965.67 x954.6 x854'2 - Q5 ` X0'3 10 Top of concrete outside of door 965.73 96 s5 5 \ 956'� x� 955 _356 /j _957- -956� s -9-so- 19 ss�\ ss/- 11 Top of concrete outside of door 965.74 xs .a s _ _ _ ®7p- c' s 3 �- _ 12 Top of concrete outside of door 965.73 /1 / / Ll� x 959.9 -959 9$8-- \ \ 959.1 -� _� QED .,� -oF / x 958.8 12 P - rt>I6W€�RA55 - x959 g'S/ 13 Top of concrete outside of door 965.73 959 958.8 958.7 958.1 ®957.4 ogr,L °999.6 6996 -4 ®fig ®955, °954.5 953.2 14 To of concrete outside of door 965.75 ° 953.6 m 953. P "ePC SPCG SPCG q�SpOG "sPGC 15 To of concrete outside of door 965.78 "SPCG "SPCG SPCS � P �;��� �2' 959.1 m 958.5 \ p •8 958 ' P' IfJ� -5 90 �"'1 v r1Nrt m 959.0 a 958.8 ®958 6 "SPC G 9 8.7 ° s5aa / 6 "SPCG PCB "Sp 9s mss7s °s57.s {- - - 16 Top of concrete outside of door 965.75 INK a 957.5 e m 956.6 a 6. e ,,.A,v'y ■ i1 a 958.7 958.9 _ 2 "SPR °95 SPR 8 "SPpCG lyi PIN 1 R��.... 6 "PINRN l m958.8 °958.6 °9553 SPCG SPCG "SPCG y_ 59, 3PC8 pCG SPCG :isp _ 8'SPCB 5 "SPR !/ 56.9 i °95 .9t 959.1 �' ""V �' �_' "SPCG - O'8r76. -8 "SPR i m95fl6 C! ' 6'PINR "PINR 2 "PINR EASEMENT FOR UTILITY AND�tD A AGE •> 958.7 ■ 95fl 58,7 ��"VV"�� p e 958.8 958.7 'PINR 'PIN SP 9 8 , -- PURPOSES PER DOC. NO. 719827 957. N 957 B ~ PINR 1-1116 FIN e ® I ' z 958.5 ° 95 7 ° 958.6 g. 5 m 958.ii \ x29 SN � BE z 957.6 x 957.7 -958.4 "SPCG "gp 9 x 958 8 958.6 EMG R 95 x 958.8 x 958.9 958.4 95 �x 955.>� �/ / �-959� L, f.Q•SPCG , SPCG +� 9.0� x 958 9 x 958.9 9 X669.9- - .9585 - 24.4 - \ N \ \ \ x 959.0 �9 .9 95B'E SHED 4d BE8.2 9, � `S i J X 959.1 x 95g.p L x 956 -7 LEGEND x 959,7 \ 969.0 _x 959.0 x &nti x 958 7 -958.8 / \ x 958. ( x959.1 x959,7 '960.0 x9598 x958.6 x9593 1 x958.8 x950.5 / �' x958.2 x9565 AlS Denotes advertisement /information sign ' x x 958,7 x 958.8 x 958.8 \ I \ X 918.6 i 955.7 I /g5g BBH Denotes basketball hoop BBQ Denotes barbecue BE Denotes building entrance x 959.2 959.5 x 959.4 x 958.9 ' \ x 958.1 I BH Denotes beehive catch basin X g BM Denotes benchmark -959.6 ( x 959.5 x 959.1 � i x 968.8 x 958,7 x 958.6 -958.7 � x 958.4 -957.5 1 z 958.4 B TL Denotes beaver toll curb X96 96 i x 959.5 x 959.5 \ BWB Denotes brick wall base _ 1 I CB Denotes catch basin CBOX Denotes control box CBX Denotes communication box P I I I I 1 I 1 CMH Denotes communication manhole x 959.3 x 959.6 x 959.3 x956.7 x9584 x958.8 xg`�•8 95.4 x958.1 I x958.5 CAL Denotes building column X 959.9 1 x 959.2 x D57.1 1 x959 -g x959.8 1 I / CS Denotes curb stop xs6o.2 1 60'0 "9598 i I / CST Denotes concrete step l I \ I CT Denotes cooling tower \ CWB Denotes concrete wall bottom CWT Denotes concrete wall top 1 ' 1 958.4 x 959.2 x 959.6 x 958.9 x x 957. z 958.2 x 958.5 1 x L959.0 x958.5 x956.8 I x959.3 1 s 6.3 x997.1 DG Denotes drain rate Pi \ i 960.0 i1 58.0 x 958.5 g 1 N _ / X96 _ 1 \ � I I / \ 1 I ( DIP Denotes ductile iron pipe LAJ EB Denotes electric box I m96PN x / x961.1 \ \ x960.3 1 i \ h \ EM Denotes electric meter m961. x9sa4 x9so.3 °j FEES Denotes flelectric e d outlet s section J I x 961.1 i x 960.1 1 "SPR 960 I x 960 8 �� \ x 969 7 1 i 1 I 1 I I I ( 1 95713 I / x960.6 1 1 958.4 /5" PVC ST 5- x%58.3 (��ET, SOLED SHUT) I FH Denotes fire hookup z 9 8.7 x 9Q5.9 x 959. x 958.7 T P =956 5 x 958.2 x 958.5 I , x 960.3 z 959.9 x 959.3 1 4 x 959.4 x 959.5 I 1 V =950 3 S) FOL Denotes fiber optic line 1-0 I x \s 961.3 ( z 961.2 x 961.1 ` x 96D.7 I 1 TOP =9 6.9 FP Denotes flag pole IrV =949.7 ,W) I g P 333 SPR I / G Denotes gutter 961.4 O y xssL2 1 ; \ I 1NV 50,8 (S,E) I GEN Denotes generator 4 J 9602 i 1 !� 1 I I GLP Denotes goal post I \ 12 PIN S i l J \ 1 I x960.7 x960.8 x9608 GM Denotes gas meter x99 °.s x9594 GP Denotes guard past x 961.5 x 961.3 x 960.6 ' x 959.8 GRDL Denotes ground light 07 � � I x 960.8 � I.0 i 1-960.2 959.Q 7.7 -958.4 I,q 1 ■ 98SI.PR x 960.3 / \ i ww I x x 959.2 x 96 4 957.2 x 957.9 x 958.1 I GW Denotes guy wire r / \ x 960.4 I x 958.8 x 959.6 x'959,0, x 958.6 x 959 ■ 965F' " I � x 961.6 x 9612 x 960.9 \ l m z m 6� x961.3 \ \y HCPB Denotes handicap door push button o ' I J g \ BI.o 961.1 6/` 1 1 I I l �r HCR Denotes handicap ramp 961.6 rn a On PIN P / I HCS Denotes handicap sign \ I x95.5 957.4 x ss.o x955.3 I x958.8 HDPE Denotes high- density polyethylene pipe ( 0961.4 C0� x I x 959.5 x959 5 x 959.1 ' x 958,8 "PIN I r x 961.1 1 x961, I �961.o x 960.9 x 959.1 I 1 H H Denotes hand hole 961.3 x 960.7 i x 980.4 960 0 x 8 x 958,7 11 1 1 1 I HHC Denotes communication hand hole x o x961.1 x9616 x991,4 x961.2 x i ` I I HHE Denotes electric hand hole m O1 958,7 m961.5 961.2 i x 1 ■961 4 PIN x 960.4 x961 -5 X x I \ I I HHF Denoted fiber optic hand hole 'PIN x 961.4 - x 961 3 6 FT CHAIN i x961.3 LINK FENGE961.4 , 1 HYD Denotes fire hydrant a ^ 1 I m9fi1.8 1 �i \ �I I 91 INV Denotes structure invert w i x 958.6 x958.4 y X958,6 zg a -3 x957.4 x95 .s KWB Denotes keystone wall base �O I 961.6 x x 958.1 1 x 958,9 X X ,n i x 959.1 x 959.6 x 959 5 958.0 xsso.e 96.6 LA Denotes landscaped area 961.7 I o� 961.6 ; 961.4 x 961.1 1 h P 961.8 I I^ I I 95 9 981.8 961.5 961.4 i x x 961.3 \ I H LP Denotes light pole x991.3 I LPT Denotes LP tank X9 961.2 ' 961.4 \ '� '961.3 x961• i " 4 / MB Denotes mailbox II' IN 961.0 961.6 :i / I 44N J x991.5 x991.7 GRAVEL 961.6 x 961.4 1 \ \ y I I MC Denotes metal cover I� 1�P 9• 0961. x960.3 1 x961.6 x961.5 96 1.4 GRAVEL I e x9617 x 961.3 MH Denotes manhole I E= I 11 961.8 I i ; \ ' j x x ; x961.5 �c 9810 959.3 x959,7 x959.4 P� I OD AL Denotes overhead Oradil railing i x 961.3 x 958.9 z 959 0 95 .5 x 957.3 x 958.1 x 958.4 58.0 x 958.4 1 I x 958.7 a I 1 609 i x981.5 I \ ° / 0H Denotes overhead electric line PIN x961.5 �' 1 I I (P) Denotes per plan /not field verified I a' I O 1 961.6 61 5 x 961.4 1 x 961 9 961.7 p 1 x960.2 x9 0.9 x962.0 x961.6 961,6 x • x , % I I PIV Denotes post indicator valve I ( 1 /g 1 I PP Denotes power pale JC x980.4 / x9617 x961.9 x96'.7 x991.7 = 991.7 1 I °' \ / PKS Denotes parking sign 9 9.3 x 961.8 w x 961.5 961.3 " 61 I x 57. x 958.6 x 9 8.9 x 959 4 x 959 2 a] x x 958 3 957.0 958.0 x 954 4 x 956 961.x961.4 x9580 x959.7 9588 ` PPT Denotes power pale w /transformer sT `� I I x9919 I I \ PPU Denotes power pole with underground utility PTBL Denotes picnic table MH 961.5 461.5 � 961.8 � .� p' - /8" RCP S7 S rOP =961.4 I n I 1 / GRAVEL ' I I I I I ^ 1 \ •� INV =954,5 J W / 961.6 ss1• x9917 x981 -e x991.3 ' N PVC Denotes polyvinyl chloride pipe x961,7 go1.6 : o, JIB RC Denotes ribbon curb m 980 3 981 -7 x 981.6 961.7 961.8 i i I C ( BCLTED UT} q) I' \ "SPR / x961.1 x961.6 961.7 1 ( T =956.4 q3 RCP Denotes reinforced concrete pipe \ 962 3 ' Y STQNE IDLE l _ x961 g x991'7 p 1 x1961 1 ` I \ I 1 IN .7 x9 V RD Denotes roof drain 1 m 1 x 960. x 961 7 951.6 20 FT CHAIN y 1 x961.3 x1461, x x 958.3 x 959.7 x959.4 x959.0 x 8.4 x 957 8 z 95 &3 x958.7 DR.1 g "p /p ly -1 961.8 LINK FENCE �4� el� GRAVEL 1 1 57.5 x958.8 x959'1 x9 8'7 '�+ SANS Denotes sanitary ewer Dp• l I f \ / xyels 1 6 FT CHAIN 1 iaP(9 70T BOLTED) SANCO Denotes sanitary cleanout I"` 961. �J - 1 6 FT CHPJN 861.7 961.8 ss STC Denotes to of surmountable curb / y \ i 961.8 LINK FENCE , / I INV= 11.6 I \ / ��.. ST S Denotes storm sewer I INK FENCE 961.6 961. CONCRETE `s 9621 981,7 1 \ srD �A a� • 9 fit g� 962,2 \96 X x x x-xx BAS • I I BAS �` 1 981.7 x ° x x x " A61.4 I / 5 C ir� 961.8 96LB BE 961.6 1• 962 0 9fi 1.8 961.8 61.7 i \ � �}� p -- h 961.7 961.7 961.6 961.6 9fi17 m 961' BE �Bl,g �1 TG Denotes tap is concrete Curb 1 I TICS Denotes traffic control sign 961.9 1 / ` f x x 958-3 x 959.3 I x 957.1 958.4 h 9620 BTL N �1 �x961.3 / 2962.0 •962.3 \x x�2' x x961.8 x981.7 x9617 961'7 , J x981.51 'x.9611 x 60.3> / 957.6 x959.3 l\ TL Denotes traffic light 962.7 11 BAS 962.0 I 961.8 x 961.8 981.5 x 959.8 x 958 9 x 958.4 x 97.9 x z' Q9 x 962.3 x 961.6 � J,--- � 95 .0 a � '25� x 992.9 LP x se I.s x 962 o x 991.7 -96/- � t I TRANS Denotes transformer box 4 963 ` 1 960 ` I UGC Denotes underground communication line h y y 1 962.8 963.1 96 - �� \ x 96 1.9 1� ; x 958.8 x 957. 7C TC TO 963.2 - • 962 I x 961.1 `- x g6� x 959.6 x 858.3 ; x 959•' \ �� \ I I UGE Denotes underground electric line I VP Denotes vent pipe 1 x981 -7 x 960.6 x 960.2 z P P h TO Q, W Denotes water line \ 8" A5 � I / HN I x981.8 x958.7 \ x959.6 l WMH Denotes water manhole cvx� k 962.4 x 962.6 x 962.8 x 963 0 963.1 � � , 3 w TC L / x 961 7 96/- - �i \ \ k 958,0 I x 959.2 .959.3 x958.9 x 958 x 957.3 x 58 ° x 9 8.4 1W x 9629 l/ x 961.9 - p o 983.3 $ 962 -9 _96 l's x 961.6 x 961.6 x 961 5 x 951.7 x 961.6 i �•-1 z 9 93 WV Dentes water valve 962.2 TC / TO I z 96 1.3 961.3 963.3 U •9szo I l BAS Denotes Basswood tree 962.7 9s3�- �G- l M x9629 n'Bns I CRAB Denotes Craba le tree \ ®ETC_ Tc `963_ / N 962.6 \ 9625 \ ; - -962- 939 pp 1 o \ \ I HACK Denotes Hackberr tree TCS \ (/ TC 962.8 962.7 I -959.6 y 9631 S t CONC 982.7 x95�!S I I MPL Denotes Maple treeree �96 _ -.96 3 7C 962.3 TANK �� x 96 1.5 LP 962.7 962.7 x 962.3 x 962.1 x 961.8 �'! •mss 961.8 �,g x852.2 x961.7 x961.8 x961.9 962.8 , x962.6 x962.4 x9623 i x 999,9 x958.3 x9588 x958.9 x958.5 / x958.1 z9 PIN Denotes Pine tree °� I 'GAS 96/�� •ly'BAg 62 \ I •ss1.a xsl.9 962.6 i )\6, \ x996.7 xg.g / x$581 x956.1 PINR Denotes Red Pine tree 962.4 0 960 "yr\' \ 962.3 III, /8E 9626 e AS \ / 6 g , \ \ \ x .4 \ \_ / NV (BOLTED = R 68.6 9sp_ j; �� 9627 TO � SHUT) / 5PC8 Denotes Colorado Blue Spruce tree `J l ^ p SPCG Denotes Colorado Green Spruce tree N 958.1 m 958.5 �"� 955j��961.2 \ TO 962J �E' 962.5 x 962 fi _ m SPR .9b9`Ix 18 „RCP 961 5 x961.8 Q- � x 962.7 x 962.9 x 962.6 \ x 96 7 !� /5" RCP ST S el BAS Q1 Z � , x962.5 x951.9 958,8 ) SPR Denotes Spruce tree n x 958. I 957.7 z 960 \ 962 4 9C 1.9 4 1.8 G V' Q i / �963� \ x 958.5 x 95ao x 958.1 HHC 21 956. �� TC 8' AS \ (� \ \ \x 958.8 x 958.6 x 958.7 x958.3 957.9 cd ,{ x990 �- 9617 CB I- 1 -g "#y l 1 TR Denotes deciduous tree • O1 C'J %7.9 / .961.7 \ � '2 961.7 NV -9586 TC' 1 x9617 / M/Q Xz x9626 1 I -B" W 1 �' 1 1 1 LUW9�^ O J J 1 II a■ =L 963 0: 963.1 I "BAS 1 RCP S fix k 955 z�57.9 x 9$8.5 ■ 980.8\ / x 9fi l.3 x ONC °.� �9.6 LLL -958 I ::SPR 961.7 1 H / 62. 96 I 960 962.5 962. 111 w M I I TO 962.3 96 0 TOP 980 I I g NV 94 (N,S) / 622 962.3 I ^ P III O1J Q' \j x 958.4 x x x 958.2 9 8.6 fx 962.1 z 461.3 9624. n , x 959.5 I m D9 "SPR 962.8 f 1 x958.4 (D9 0.7 962 3 962.5 1 I P 962.5 I N w 96, I I 90 'a w / 962.6 x 958,3 x 958.2 x g g,g / k 961.0 x 961,7 x 962.3 963.0 TC 962.5 9626 x, GJ I �6 962.6 x I (A 1 SPR Igo P t g ISPR I / 962.7 9x\ rh �58 97p' - 1 962.7 88x\ J - x 1 x 958.1 x 958.2 x 1 x961.7 z 962.4 982 5 / 0962.0 SPR / 982.8 96� 29 \ 992.9 983.0 962 -5 > N 1 \ / 1 \ g S J / 93.2 9629 19 n -( xi A', 01 x x 959.6 x 959.1 x 59.8 x 1,7 x982.7 TC 9627 g, g6 I �p O 963.0 X63.0 m I / /LP63 f 963 -0 963.0 2 9828 963.1 I m - - - - r a m z ` u{_I 6D x 980 3 z 960.1 � II x 9fi L! 7 '962.3 / 963. C 962.8 t0� 3.0 983 3' �� 963. 983.0 Ql 963.1 T 96. 0.0 1 HC CAS -(�G p� �- 962.7 SP fi "SPR ca CBX 963.1 963.2 0� a a m � a 96 3.1 963.2 0, x x 960.8 x 59.9 lz 961.1 3 2 x 96 . ° "SPR 953 I 963.3 c I 95 PIS t 963.5 Q h = h 962.9 962.3 / WATER LINE LOCATION 61.9 \ 962'8 AS MARKED i x 9 \9 x 961.8 / CONC / I ` 969 962.1 62 a 951.8 x963.6 1 ; 1 \ x 963.8 \" 964a_ ; x 966.2 \ x 961.7 x x 960.5 x 959.3 9 - x 958 8 -9587 2 61,9 62 X964- �L96�,0 - z 963.7 963.5 \ 961.1 g z 959.0 -958.5 z 958.9 e6 i i2? 62.0 76'3 BE -li - _ I-� HYD � CB _ 961.9 LP 9628 x962.5 "� \ 962.5 TOP -962.1 TC ( 962.6 CONC i QUA �p,Ao \ \ TC lidk 958.4(ALL) §_- _962. 962.6 ; 984.8 964.9 964.7 BM jt1 \\1 \ \ 962,4 HCR 962.5 \ \ 964.14 -964.4 x 964 7\ 962 9 C • 962.1 1 96,5 x -960.6 962.4 CONC 962.1 2 PL I x 963.8 x 959.5 7 �962.D \ 962 A,Cx � \\ 9621 �"i<' ,i \ x 962 9 \ z 961 9 961,4 x 959.8 x 959,2 x 958.7 962 B sTS 961.8 TO O \ x 958.8 x 958.6 982.5 HC R 965.3:: CONO 964 \ \ 62.8r 964. X965.1 985.3 965,7 • 9fi3.a 8629 / 962.2 9 A. z � x ' BE 965.5 � (/ is C9 965.7 965. •1 \ VAS TO TOP= .5 5 x 962\y 9 PKS4 L - x 962.4 TO 54.6' 54.6 RD \ \ \ \ \ \ 962.5 98 .I INV =958:6 62� 9622 D 2";, 7 'S 965.5 x963-5 TO m 962.3 \ TC 962. I 007 �` / 9639 ` 7 982.6 962.7 963.1 TE3.0 x 982. 962 3 862.5 TC x 623 TO � DOOR /3 \ \ TC TC 4 I /� 964.8 \ x.g f10 x 962.6 x 962.4 \x 0 x 961.4 \ x 960 8 x 959.8 959.6 959.5 959.5 x 959.4 \ 62 6 ■ 964•° 992,7 m 1 LITTLE MOUNTAIN / \ x 959 5' AS \ 864.1 9624 962.8 • 962.9 x 2.5 rn 963.5 '7 963.2 �TG3 -1 9627 TC O 1 96,3 T62.6 x962.4 62 ELEMENTARY SCHOOL 965.1 x984.9 964.4 \ \ \ I v 962.8 T6 / & 2 STORY BRICK/BLOCK BUILDING 4(#9636 952.7 963.3 ■. �^ �P 9626 o 8' g63AS \ 9fi2•7 I #9350 FALLON AVE. 4 \ 962.8 I 963.1 TO m 963.9 965. TC 2 963.9 963.9 x 963 3 z 9b3„1_ -962. x 951 9 J 6k�6 3 962.9 962 9 a �LP c�� 1 x 98 2 960.2 -950.2 x959.8 x 959.6 .4 C �� �e -963 953.7 CD i� \ x962.5 1962 1 a'• e� x964.8 >\ �/T \ \ GAP x980.0 959.8 64. 963.1 P \... ITC G x 963.6 963. 982.8 1 � � 965 � \ 9632 x9632 963.7 LO s6ao LP C TC2. / G7 g64,q �if 964.0 \ 983.1 / 7"��IPL t3,4 TC \ �� x963.5 TC2 .6 6 . DOOR l DOOR /2 6 7 C NC Iz- �0 \ \ 964.0 4 963.3 I _W #V r0 ,BI1� #11 R 9626 B 96 2 & \ � x 963.4 \ 962.5 x 951.6 x 960.5 x 980 -1 x CONC \ 96 .0 x 964.3 \ 963.6 964.3 (kV9ERCR(XMO FZ9Z \ 960.0 8wV x964,2 STURAkf -TANK 963.0 TC Zc CO 964.4 \ 59640 I / J BENCH \ Bfi 63.1 963.3 WV TC 98 .8 555JJ/ J x964.2 9627 TG m _ _ _ _ \ _ 980.4 963 1 963.4 p 963.7 TC4'2 96 X 2 I MH D ® .42 984.8 a 964.4 961 \ - x 960.1 _ _ 3 g, _ L - _ _ _ SERVATI 963. x T '� \ _ Be .5 963.8 96/ x 964 1 - - - �'B LL WWW - TO 0f7 964.3 x 964.7 x 964,8 - - - - - - - - - - - TC 963.5 a TC \ 960.5 984.7 \ 981.2 \ x962.9 e e \ � I 963. I o °j rn g 963,9 964.9 984• 965.0 x 984.3 > -964.0 TC A ID' `'� 965.2 '�6S 985.1 964.8 9 R\ 962 963.5 J 965.3 H 963.2 r � V RD (�191 965 fi 49 962.7 965.2 On 4.2 9650\'- OP GONC 965.4 965.7 RD 965.2 BE' 9653 985,2 RD `961.3 AS \ 963,6 84.0 982696, x964.3 10'BAS ` WALL Gw6 6.7 BE 3,/ DOOR lD •3f•6 9624 963.4 / GAS 4 5 992.9 x CAS 0 3 -' 9 7 1 `'� 964.7 96 2 863.5 8 I BENCH \ ® 64.0 x 961.5 V 964.1 8" W -1 ON TC 65V DOOR ll� x 5 \ x 961.2 \960.8• 9837 964.5 I "SPR x965. TRANS _ 963 y `� B H 63.5 963. 963. \ �! I 61.6 \ 953.4 �D 964 965.1 965.4 965 4 965 4 UGE N 965 7 65.8 GM / / /Q 963.7 -9641 TC 85.3 ^� 965.396. LOADING DOCK 985.8 / / /// \ 963.4 962.9 962 30 0 30 60 SCALE IN FEET Dated this 21st day of January, 2016 Certified by. ?,orkanson P.L.S. Minn. Lie. No. 15480 UNDE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 m suRiwiNG 952 - 881- 24Westax: 952 -888 -9526) www.munde.com Mandan, North Dakota 701- 663 -5562 F17e:2015/73001.dwg 0112112016 Sheet: 3 of 10 L 1 x1959.6 \ x -959.1 \ x 960.3 x 960.3 x x 960,7 f x 961. ( x 961.4 I x 961 {8 x x 95r 4957 2 \ 9585 9 95 S 0 CONIC \9 I 1 I T Ce 957.1 9 7.0 957.6 959.8 Q) - RC7.2 9 96 �l 1 \ x 9 962.4 x \ I I 7 9 7.9 9 958.5 O -8625 � x 962.3 x x 961.2 \ x x 960.9 x x g60� x 961.2 x x 961.6 x x 961.6 x %II -8 x x 958.4 9 C LI 960.0 x960.0 x959'7 x959.7 x959.8 x959.9 x9602 1961.0 x961.4 x961 -8 x951.8 x961. „9590 x960.6 \\ I a X X, j I / I / x 9 x961.8 x Match Line l \ _ 960.4 - - - - - - - - - - - - - - - - - - - x 960.1 x g5g -g .9588 x 959 -e x 960.1 (See Shreet 5) �` x 960.4 x 96 GA � x 961.3 -961.7 L x 962.0 x 962.0 1 x 958.�i 1 I RCi x961.2 \960.8x �6h1 x960.7 x960.4 x 96D.2 x 960.0 x 980 -4 x 960 x 96 a� x 961.8 x X961-9 61.6 x961.0,1 I I I x9587 . \ .4 1 \ 1 \ \ \ I RC7.9 X 951.6 I x 961.2 \ x 960,7 x 960-4 x 960.2 x 960.2 x 960.1 x 960,4 x 960 8 x96 x 961 5 I x 961.7 -06 6 Ix 956.9 � I 1 I \ S1 I RC718. I \ I I 41 \\ x 961.8 1 1\ -961.6 x 961.2 x 960.8 x 960.6 x 960.2 x 960.1 x x 960.4 960.0 x 960 -7 x 960.9 x 961 3 x 961.4 x 961�fi x 958.8 \ \ I I \ 9 7 5 .6 1 x 981.8 x 961' 1 x 960.8 x 960 4 x 960.1 p x 961 8 k x 95.3 \ WW 960.0 X 96D.3 x 960 7 961.0 x 961.3 y I F \ I \ \ RC7.; 1 \ x 981.4 \ I x 951.4 x 961.1 x 961 7 x 956-3 x 9621 x gg2 -D x 961.8 % 961.0 x 950.3 x 960.2 x 960.3 x 960.7 / \ 1111 x 960.5 I I 2 I 1 \ x x 961.8 x \ x 960.3 x 960.3 x x 960,7 f x 961. ( x 961.4 I x 961 {8 x x 95r 4957 2 \ 9585 9 95 S 0 CONIC \9 I I T Ce 957.1 9 7.0 957.6 957.2 - - RC7.2 9 �l 1 \ x 9 962.4 x \ I I 7 9 7.9 9 958.5 7 -8625 � x 962.3 x x 961.2 \ x x 960.9 x x g60� x 961.2 x x 961.6 x x 961.6 x %II -8 x x 958.4 9 957.6 a X X, j I / j x / x 9 x961.8 x J/ x 961,4 J x961.6 962.1 I / \ \ \ ..960 -8 ®965P GB 8 "PINR 8 "BAS \ x 961.3 0,9 / \ S „�R "SPCB Z/ n, ", g6 x962.21 x 962 2 x x963 .T \ x982.7 \ x961.9 x961.1 .961 -5 / IU'BAS 962.4 x 962.4 x 962.6 x 9628 x 962.8 x ggg x 963.8 x 963.8 963.8 . �i ' - - - - -- 6 "PIN x962.5 --- _ - -- - - -- -- --- -- -- ---- ----- -- -'---- ---' / \ \ --'- l--� ®9 962.7 TC_ -962 \ /- - - - - -- - -- - �- ®I9Qs z.a IO'BA - ---- ----'-----'- / �9 ` /;" '"�/"v s 10'8 961 y< ----- --- -'- ----- -'- -- - - - -'- 6 TI x 91�j 8 "PINR x 961.9 ' - - -_ -961.8 \ \ x 962.1 x 962.2 x 962.2 x 962.1 x 9�2 8 x 96 0 x 964 2 x 96`4.0 ` x 963.8 x 963.6 x8§3,0 x 962.4 x 962.1 x 962.2 962.9 \o"BAs x 962 7 963 1 2.0 962.4 962.0 962.0 x 961,5 x 961_6 x61.8 x984 x 964 -5 x 964 -4 x 984.5 x 964.2 x 963.8 x 963 5 Tc =962 x x964.5 \ \ x962.9 \ x 962.7 / x 96J 2 ix,irrn/On1AICa A1ZCn0J FI FCTRIC TRAN9945310N 963.8 x 962.6 BUILDING ENTRANCE ELEVATIONS Monticello High School Door # Description Elevation(ft.) Top of concrete outside of door 963.05 2 Top of concrete outside of door 963.05 3 Top of concrete outside of door 963.12 4 Top of concrete outside of door 963.08 5 Top of concrete outside of door 963.06 6 Top of concrete outside of door 963.04 7 Top of concrete outside of door 963.03 8 Top of concrete outside of door 963.05 9 Top of concrete outside of door 963.06 10 Top of concrete outside of door 963.04 II Top of concrete outside of door 963.09 12 Top of concrete outside of door 963.06 13 Top of concrete outside of door 963.04 14 Top of concrete outside of door 963.06 K LEGEND AIS Denotes advertisement /information sign Jg6� o BBH Denotes basketball hoop 9628 BBQ Denotes barbecue x 962 9 BE Denotes building entrance BH Denotes beehive catch basin BM Denotes benchmark BTL Denotes beaver tail curb BWB Denotes brick wall base CB Denotes catch basin CBOX Denotes control box CBX Denotes communication box x962.6 CMH Denotes communication manhole 57.1 COL Denotes building column a 96 CS Denotes curb stop ,4 963. CST Denotes concrete step R E T E 992.9 � 63.1 a � 5 BE CT Denotes cooling tower 962.4 9829 H(P) 963 {P963 -D o CWB Denotes concrete wall bottom 629 CWT Denotes concrete wall top 8632 ONO 6-) DG Denotes drain grate x9627 TRA S NS `0 DIP Denotes ductile iron pipe EB Denotes electric box 962.7 J2.6 EM Denotes electric meter EO Denotes electric outlet FES Denotes flared end section FH Denotes fire hookup FOL Denotes fiber optic line FP Denotes flag pole G Denotes gutter a x962,6 GEN Denotes generator uc£ GLP Denotes goal post GM Denotes gas meter n GP Denotes guard past \ 962 -7 M GRDL Denotes ground light GW Denotes guy wire 1 HCPB Denotes handicap door push button HCR Denotes handicap ramp x9625 HCS Denotes handicap sign 1.8 ` HDPE Denotes high- density polyethylene pipe HH Denotes hand hole HHC Denotes communication hand hole HHE Denotes electric hand hole 1 HHF Denoted fiber optic hand hole }4.5 HYD Denotes fire hydrant n962.B 9628 9fi29 INV Denotes structure invert KWB Denotes keystone wall base 17 x9924 6 LA Denotes landscaped area \ 7 962.8 ssz.s o LP Denotes light pole DD OR 4 It /95 LPT Denotes LP tank \ 962.9 MB Denotes mailbox 962.6 962.1 62.8 •0 1.5 X632 BE MC Denotes metal cover 2 E T E I g� g / MH Denotes manhole 624 962.6 }- a &a hN MRAL Denotes metal railing 962'7 ss 25 h `S6= OD Denotes overhead door \ i x961.5 962,4x' 992.6 s OHE Denotes overhead electric line x 961.2 1' TR x 962.8 x 962.8 \ I (P) Denotes per plan /not field verified \ \ PIV Denotes post indicator valve \ \ PKS Denotes parking sign \ PP Denotes power pole \ I PPT Denotes power pole w /transformer xesoe sez.o PPU Denotes power pole with underground utility PTBL Denotes picnic table x9602 \ it x961.3 --- PVC Denotes polyvinyl chloride pipe RC Denotes ribbon curb 7cA \ - RCP Denotes reinforced concrete pipe RD Denotes roof drain SAN S Denotes sanitary sewer x961.4 SANCO Denotes sanitary cleanout ST S Denotes storm sewer x9604 STC Denotes top of surmountable curb ------- r-- - - - - -Y 9- -- - - - - -- -" TC Denotes top of concrete curb Our xy5g� C TCS Denotes traffic control sign g TL Denotes traffic light TRANS Denotes transformer box ad: / P UGC Denotes underground communication line C9 UGE Denotes underground electric line -9614 1 VP Denotes vent pipe \ % 960,2 I I W Denotes water line \ x961.7 WMH Denotes water manhole Jx961.1 960.4 \ WV Dentes water Valve _ BAS Denotes Basswood tree CRAB Denotes Crabapple tree HACK Denotes Hockberry tree 3x sT x962.1 MPL Denotes Maple treeree UgSFM s�PJ \ PIN Denotes Pine tree RoQFyT \ \ x962.1 PINR Denotes Red Pine tree x991 -6 SFS p O,p \ l \ SPCB Denotes Colorado Blue Spruce tree SPCG Denotes Colorado Green Spruce tree SPR Denotes Spruce tree TR Denotes deciduous tree 6$.D 1 - - -- x 963 I ^ °�•� ^ sv�.v aw.c / 966.1 - - x 955.2 �'L x 964 3 x 964.3 x y04,J x 964.4 / 964 8 x 984.8 954.0 -' -'- • - v 963.5 x 963.2 �gyE x 964 -9 (.1;'C 984.9 964.9 TG 965 0� FQL 964.3 9643 - -OHE UGC 964 5 964.4 TO 65 0 965 9 , 962,6 .OHE x 962.5 ,r x 982.7 x 8 964.2 964 9 965.7 965.3 -- -gg3 -� N 966.4 5 -D 9 x 962 7 96 .5 983,5 �sa's:9- PP7.0 \ 5.. - - - - - OHE- -� �`9D° ti 9P�3 3 90. 7 - - OHE- 964.6 964.9 (2)cBx \ _ x965.3 965.1 x 964.6 WV g� m964.9 / 9 -8 96 .B 964.7 /967.1 - WE -\ 965 TCS® 964.6 964.8 V .1 963, 1 3 0 9629 62.8 962.7 962.8 - x • - x 965.4 x 965 -4 x965.2 ! / \96 x 965.2 x 965.0 965. TC 964.5 963- �L_T S� - _ _ x965.7 PROPER Ll 963.3 x 966.5 �\ 964.8 627 z,6 • 967.5 64.5 64 -e 964.6 964. M I N OHE - _� X966- PP _ - - - - - - 966.2 / 965.9 9657 9655 965.2 .7 964'3 CONC -p4£ 83.3 ,I -� 629 962.6 62.7 87.2 9872 967 966.6 � 953-2- HCR 96 .4 64.7 64-3 - 963c.5® 963.5 -963 ALP 967.5 967.6 967.4 T U M i N 0 U S _-.d OHE- 965.8 965.5 965 3 965.0 64 fi 3 - 964.8 967.5- 967.1 a67.1 - _ - - � 7 I .7 9 -�4 C798A3 964-5 X964- 963.2 ' TC 962.3 962.2 961 9 - 91-6 -- 966.7 965.7 965 COi�IC g HHC 1� 963.6 963,4 TO T62.8 962 7 T` TC TO 7.3 -9�1 967.0 968 -5 X966 965.8 9C4.0 9C3.8 TC �� /$" RCP Sr S ��.IH 967.4 987.3 96�'�- I o 964.9 4- 964.7 964.0 967 3 96LP 967 965 -7 965.6 965.1 STS INV =954.6 E W) EE 965.3 TO TC TC 964.JCB �2 TOP =962.0 966 4 966.2 TO TC x 469 5 _ - iNV= 4.5 N �' - -� 1 967.0 966.8 'T'C- TO 965.9 TC 96 OOL TOP =964.1 - /8' RCP - - - _ _ x ?J 966.6 TO INV= 960.6 x952. 968.7 rC 5 MH x 983 -3 _ �� 982.3 .2 TC7 HCR TC TC TOP -964.5 963.0 x 9628 y� �966� INV= 959 9(ALL) - - -� - x9� V963.8 x 963.5 x 963.3 / -y67�� x 985 3 = 96 964.9 9 '�.7 �' 5645 964,2 �. 62- _ x 965 7 - - �9 x 965.9 x 965 4 y x 966.9 966.7 -9 9670 66.4 OUS 967,3 / T U M I N c3 70P =964 -0 �ry 964.4 982 -9 TO INV =980.2 63 -6 TC 63.4 9C3,2 TO TO I f 964 -9 64.7 964.6 3 T64. 1 TO3 9 TO m¢ 965.3 965.2 TC TC TC y 66.5 T96 2 966.0 9C6.0 965,8 TO TC 984.. p 964.5 7.3 967.2 T672 966.9 TC TC ro 984. 964.8 TO � x %4. TC I 4 L 0 W I I I I I I FAIM 30 0 30 60 SCALE IN FEET Dated this 21st day of January, 2016 Certified by. _ /_!�_L ar S. Hanson P.L.S. Minn. Lic. No. 15480 UNDE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 r ,� 1V17 SUD1��/� 952 -881 -2455 (Fax: 952- 888 -9526) L�ii ►l/ A iT West Office: www.sunde.com Mandan, North Dakota 701- 663 -5562 Fi1e:20 1 5 1 73001.dwq 0112112016 Sheet: 4 of 10 x 91�j 8 "PINR x 961.9 ' - - -_ -961.8 \ \ x 962.1 x 962.2 x 962.2 x 962.1 x 9�2 8 x 96 0 x 964 2 x 96`4.0 ` x 963.8 x 963.6 x8§3,0 x 962.4 x 962.1 x 962.2 962.9 \o"BAs x 962 7 963 1 2.0 962.4 962.0 962.0 x 961,5 x 961_6 x61.8 x984 x 964 -5 x 964 -4 x 984.5 x 964.2 x 963.8 x 963 5 Tc =962 x x964.5 \ \ x962.9 \ x 962.7 / x 96J 2 ix,irrn/On1AICa A1ZCn0J FI FCTRIC TRAN9945310N 963.8 x 962.6 BUILDING ENTRANCE ELEVATIONS Monticello High School Door # Description Elevation(ft.) Top of concrete outside of door 963.05 2 Top of concrete outside of door 963.05 3 Top of concrete outside of door 963.12 4 Top of concrete outside of door 963.08 5 Top of concrete outside of door 963.06 6 Top of concrete outside of door 963.04 7 Top of concrete outside of door 963.03 8 Top of concrete outside of door 963.05 9 Top of concrete outside of door 963.06 10 Top of concrete outside of door 963.04 II Top of concrete outside of door 963.09 12 Top of concrete outside of door 963.06 13 Top of concrete outside of door 963.04 14 Top of concrete outside of door 963.06 K LEGEND AIS Denotes advertisement /information sign Jg6� o BBH Denotes basketball hoop 9628 BBQ Denotes barbecue x 962 9 BE Denotes building entrance BH Denotes beehive catch basin BM Denotes benchmark BTL Denotes beaver tail curb BWB Denotes brick wall base CB Denotes catch basin CBOX Denotes control box CBX Denotes communication box x962.6 CMH Denotes communication manhole 57.1 COL Denotes building column a 96 CS Denotes curb stop ,4 963. CST Denotes concrete step R E T E 992.9 � 63.1 a � 5 BE CT Denotes cooling tower 962.4 9829 H(P) 963 {P963 -D o CWB Denotes concrete wall bottom 629 CWT Denotes concrete wall top 8632 ONO 6-) DG Denotes drain grate x9627 TRA S NS `0 DIP Denotes ductile iron pipe EB Denotes electric box 962.7 J2.6 EM Denotes electric meter EO Denotes electric outlet FES Denotes flared end section FH Denotes fire hookup FOL Denotes fiber optic line FP Denotes flag pole G Denotes gutter a x962,6 GEN Denotes generator uc£ GLP Denotes goal post GM Denotes gas meter n GP Denotes guard past \ 962 -7 M GRDL Denotes ground light GW Denotes guy wire 1 HCPB Denotes handicap door push button HCR Denotes handicap ramp x9625 HCS Denotes handicap sign 1.8 ` HDPE Denotes high- density polyethylene pipe HH Denotes hand hole HHC Denotes communication hand hole HHE Denotes electric hand hole 1 HHF Denoted fiber optic hand hole }4.5 HYD Denotes fire hydrant n962.B 9628 9fi29 INV Denotes structure invert KWB Denotes keystone wall base 17 x9924 6 LA Denotes landscaped area \ 7 962.8 ssz.s o LP Denotes light pole DD OR 4 It /95 LPT Denotes LP tank \ 962.9 MB Denotes mailbox 962.6 962.1 62.8 •0 1.5 X632 BE MC Denotes metal cover 2 E T E I g� g / MH Denotes manhole 624 962.6 }- a &a hN MRAL Denotes metal railing 962'7 ss 25 h `S6= OD Denotes overhead door \ i x961.5 962,4x' 992.6 s OHE Denotes overhead electric line x 961.2 1' TR x 962.8 x 962.8 \ I (P) Denotes per plan /not field verified \ \ PIV Denotes post indicator valve \ \ PKS Denotes parking sign \ PP Denotes power pole \ I PPT Denotes power pole w /transformer xesoe sez.o PPU Denotes power pole with underground utility PTBL Denotes picnic table x9602 \ it x961.3 --- PVC Denotes polyvinyl chloride pipe RC Denotes ribbon curb 7cA \ - RCP Denotes reinforced concrete pipe RD Denotes roof drain SAN S Denotes sanitary sewer x961.4 SANCO Denotes sanitary cleanout ST S Denotes storm sewer x9604 STC Denotes top of surmountable curb ------- r-- - - - - -Y 9- -- - - - - -- -" TC Denotes top of concrete curb Our xy5g� C TCS Denotes traffic control sign g TL Denotes traffic light TRANS Denotes transformer box ad: / P UGC Denotes underground communication line C9 UGE Denotes underground electric line -9614 1 VP Denotes vent pipe \ % 960,2 I I W Denotes water line \ x961.7 WMH Denotes water manhole Jx961.1 960.4 \ WV Dentes water Valve _ BAS Denotes Basswood tree CRAB Denotes Crabapple tree HACK Denotes Hockberry tree 3x sT x962.1 MPL Denotes Maple treeree UgSFM s�PJ \ PIN Denotes Pine tree RoQFyT \ \ x962.1 PINR Denotes Red Pine tree x991 -6 SFS p O,p \ l \ SPCB Denotes Colorado Blue Spruce tree SPCG Denotes Colorado Green Spruce tree SPR Denotes Spruce tree TR Denotes deciduous tree 6$.D 1 - - -- x 963 I ^ °�•� ^ sv�.v aw.c / 966.1 - - x 955.2 �'L x 964 3 x 964.3 x y04,J x 964.4 / 964 8 x 984.8 954.0 -' -'- • - v 963.5 x 963.2 �gyE x 964 -9 (.1;'C 984.9 964.9 TG 965 0� FQL 964.3 9643 - -OHE UGC 964 5 964.4 TO 65 0 965 9 , 962,6 .OHE x 962.5 ,r x 982.7 x 8 964.2 964 9 965.7 965.3 -- -gg3 -� N 966.4 5 -D 9 x 962 7 96 .5 983,5 �sa's:9- PP7.0 \ 5.. - - - - - OHE- -� �`9D° ti 9P�3 3 90. 7 - - OHE- 964.6 964.9 (2)cBx \ _ x965.3 965.1 x 964.6 WV g� m964.9 / 9 -8 96 .B 964.7 /967.1 - WE -\ 965 TCS® 964.6 964.8 V .1 963, 1 3 0 9629 62.8 962.7 962.8 - x • - x 965.4 x 965 -4 x965.2 ! / \96 x 965.2 x 965.0 965. TC 964.5 963- �L_T S� - _ _ x965.7 PROPER Ll 963.3 x 966.5 �\ 964.8 627 z,6 • 967.5 64.5 64 -e 964.6 964. M I N OHE - _� X966- PP _ - - - - - - 966.2 / 965.9 9657 9655 965.2 .7 964'3 CONC -p4£ 83.3 ,I -� 629 962.6 62.7 87.2 9872 967 966.6 � 953-2- HCR 96 .4 64.7 64-3 - 963c.5® 963.5 -963 ALP 967.5 967.6 967.4 T U M i N 0 U S _-.d OHE- 965.8 965.5 965 3 965.0 64 fi 3 - 964.8 967.5- 967.1 a67.1 - _ - - � 7 I .7 9 -�4 C798A3 964-5 X964- 963.2 ' TC 962.3 962.2 961 9 - 91-6 -- 966.7 965.7 965 COi�IC g HHC 1� 963.6 963,4 TO T62.8 962 7 T` TC TO 7.3 -9�1 967.0 968 -5 X966 965.8 9C4.0 9C3.8 TC �� /$" RCP Sr S ��.IH 967.4 987.3 96�'�- I o 964.9 4- 964.7 964.0 967 3 96LP 967 965 -7 965.6 965.1 STS INV =954.6 E W) EE 965.3 TO TC TC 964.JCB �2 TOP =962.0 966 4 966.2 TO TC x 469 5 _ - iNV= 4.5 N �' - -� 1 967.0 966.8 'T'C- TO 965.9 TC 96 OOL TOP =964.1 - /8' RCP - - - _ _ x ?J 966.6 TO INV= 960.6 x952. 968.7 rC 5 MH x 983 -3 _ �� 982.3 .2 TC7 HCR TC TC TOP -964.5 963.0 x 9628 y� �966� INV= 959 9(ALL) - - -� - x9� V963.8 x 963.5 x 963.3 / -y67�� x 985 3 = 96 964.9 9 '�.7 �' 5645 964,2 �. 62- _ x 965 7 - - �9 x 965.9 x 965 4 y x 966.9 966.7 -9 9670 66.4 OUS 967,3 / T U M I N c3 70P =964 -0 �ry 964.4 982 -9 TO INV =980.2 63 -6 TC 63.4 9C3,2 TO TO I f 964 -9 64.7 964.6 3 T64. 1 TO3 9 TO m¢ 965.3 965.2 TC TC TC y 66.5 T96 2 966.0 9C6.0 965,8 TO TC 984.. p 964.5 7.3 967.2 T672 966.9 TC TC ro 984. 964.8 TO � x %4. TC I 4 L 0 W I I I I I I FAIM 30 0 30 60 SCALE IN FEET Dated this 21st day of January, 2016 Certified by. _ /_!�_L ar S. Hanson P.L.S. Minn. Lic. No. 15480 UNDE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 r ,� 1V17 SUD1��/� 952 -881 -2455 (Fax: 952- 888 -9526) L�ii ►l/ A iT West Office: www.sunde.com Mandan, North Dakota 701- 663 -5562 Fi1e:20 1 5 1 73001.dwq 0112112016 Sheet: 4 of 10 K LEGEND AIS Denotes advertisement /information sign Jg6� o BBH Denotes basketball hoop 9628 BBQ Denotes barbecue x 962 9 BE Denotes building entrance BH Denotes beehive catch basin BM Denotes benchmark BTL Denotes beaver tail curb BWB Denotes brick wall base CB Denotes catch basin CBOX Denotes control box CBX Denotes communication box x962.6 CMH Denotes communication manhole 57.1 COL Denotes building column a 96 CS Denotes curb stop ,4 963. CST Denotes concrete step R E T E 992.9 � 63.1 a � 5 BE CT Denotes cooling tower 962.4 9829 H(P) 963 {P963 -D o CWB Denotes concrete wall bottom 629 CWT Denotes concrete wall top 8632 ONO 6-) DG Denotes drain grate x9627 TRA S NS `0 DIP Denotes ductile iron pipe EB Denotes electric box 962.7 J2.6 EM Denotes electric meter EO Denotes electric outlet FES Denotes flared end section FH Denotes fire hookup FOL Denotes fiber optic line FP Denotes flag pole G Denotes gutter a x962,6 GEN Denotes generator uc£ GLP Denotes goal post GM Denotes gas meter n GP Denotes guard past \ 962 -7 M GRDL Denotes ground light GW Denotes guy wire 1 HCPB Denotes handicap door push button HCR Denotes handicap ramp x9625 HCS Denotes handicap sign 1.8 ` HDPE Denotes high- density polyethylene pipe HH Denotes hand hole HHC Denotes communication hand hole HHE Denotes electric hand hole 1 HHF Denoted fiber optic hand hole }4.5 HYD Denotes fire hydrant n962.B 9628 9fi29 INV Denotes structure invert KWB Denotes keystone wall base 17 x9924 6 LA Denotes landscaped area \ 7 962.8 ssz.s o LP Denotes light pole DD OR 4 It /95 LPT Denotes LP tank \ 962.9 MB Denotes mailbox 962.6 962.1 62.8 •0 1.5 X632 BE MC Denotes metal cover 2 E T E I g� g / MH Denotes manhole 624 962.6 }- a &a hN MRAL Denotes metal railing 962'7 ss 25 h `S6= OD Denotes overhead door \ i x961.5 962,4x' 992.6 s OHE Denotes overhead electric line x 961.2 1' TR x 962.8 x 962.8 \ I (P) Denotes per plan /not field verified \ \ PIV Denotes post indicator valve \ \ PKS Denotes parking sign \ PP Denotes power pole \ I PPT Denotes power pole w /transformer xesoe sez.o PPU Denotes power pole with underground utility PTBL Denotes picnic table x9602 \ it x961.3 --- PVC Denotes polyvinyl chloride pipe RC Denotes ribbon curb 7cA \ - RCP Denotes reinforced concrete pipe RD Denotes roof drain SAN S Denotes sanitary sewer x961.4 SANCO Denotes sanitary cleanout ST S Denotes storm sewer x9604 STC Denotes top of surmountable curb ------- r-- - - - - -Y 9- -- - - - - -- -" TC Denotes top of concrete curb Our xy5g� C TCS Denotes traffic control sign g TL Denotes traffic light TRANS Denotes transformer box ad: / P UGC Denotes underground communication line C9 UGE Denotes underground electric line -9614 1 VP Denotes vent pipe \ % 960,2 I I W Denotes water line \ x961.7 WMH Denotes water manhole Jx961.1 960.4 \ WV Dentes water Valve _ BAS Denotes Basswood tree CRAB Denotes Crabapple tree HACK Denotes Hockberry tree 3x sT x962.1 MPL Denotes Maple treeree UgSFM s�PJ \ PIN Denotes Pine tree RoQFyT \ \ x962.1 PINR Denotes Red Pine tree x991 -6 SFS p O,p \ l \ SPCB Denotes Colorado Blue Spruce tree SPCG Denotes Colorado Green Spruce tree SPR Denotes Spruce tree TR Denotes deciduous tree 6$.D 1 - - -- x 963 I ^ °�•� ^ sv�.v aw.c / 966.1 - - x 955.2 �'L x 964 3 x 964.3 x y04,J x 964.4 / 964 8 x 984.8 954.0 -' -'- • - v 963.5 x 963.2 �gyE x 964 -9 (.1;'C 984.9 964.9 TG 965 0� FQL 964.3 9643 - -OHE UGC 964 5 964.4 TO 65 0 965 9 , 962,6 .OHE x 962.5 ,r x 982.7 x 8 964.2 964 9 965.7 965.3 -- -gg3 -� N 966.4 5 -D 9 x 962 7 96 .5 983,5 �sa's:9- PP7.0 \ 5.. - - - - - OHE- -� �`9D° ti 9P�3 3 90. 7 - - OHE- 964.6 964.9 (2)cBx \ _ x965.3 965.1 x 964.6 WV g� m964.9 / 9 -8 96 .B 964.7 /967.1 - WE -\ 965 TCS® 964.6 964.8 V .1 963, 1 3 0 9629 62.8 962.7 962.8 - x • - x 965.4 x 965 -4 x965.2 ! / \96 x 965.2 x 965.0 965. TC 964.5 963- �L_T S� - _ _ x965.7 PROPER Ll 963.3 x 966.5 �\ 964.8 627 z,6 • 967.5 64.5 64 -e 964.6 964. M I N OHE - _� X966- PP _ - - - - - - 966.2 / 965.9 9657 9655 965.2 .7 964'3 CONC -p4£ 83.3 ,I -� 629 962.6 62.7 87.2 9872 967 966.6 � 953-2- HCR 96 .4 64.7 64-3 - 963c.5® 963.5 -963 ALP 967.5 967.6 967.4 T U M i N 0 U S _-.d OHE- 965.8 965.5 965 3 965.0 64 fi 3 - 964.8 967.5- 967.1 a67.1 - _ - - � 7 I .7 9 -�4 C798A3 964-5 X964- 963.2 ' TC 962.3 962.2 961 9 - 91-6 -- 966.7 965.7 965 COi�IC g HHC 1� 963.6 963,4 TO T62.8 962 7 T` TC TO 7.3 -9�1 967.0 968 -5 X966 965.8 9C4.0 9C3.8 TC �� /$" RCP Sr S ��.IH 967.4 987.3 96�'�- I o 964.9 4- 964.7 964.0 967 3 96LP 967 965 -7 965.6 965.1 STS INV =954.6 E W) EE 965.3 TO TC TC 964.JCB �2 TOP =962.0 966 4 966.2 TO TC x 469 5 _ - iNV= 4.5 N �' - -� 1 967.0 966.8 'T'C- TO 965.9 TC 96 OOL TOP =964.1 - /8' RCP - - - _ _ x ?J 966.6 TO INV= 960.6 x952. 968.7 rC 5 MH x 983 -3 _ �� 982.3 .2 TC7 HCR TC TC TOP -964.5 963.0 x 9628 y� �966� INV= 959 9(ALL) - - -� - x9� V963.8 x 963.5 x 963.3 / -y67�� x 985 3 = 96 964.9 9 '�.7 �' 5645 964,2 �. 62- _ x 965 7 - - �9 x 965.9 x 965 4 y x 966.9 966.7 -9 9670 66.4 OUS 967,3 / T U M I N c3 70P =964 -0 �ry 964.4 982 -9 TO INV =980.2 63 -6 TC 63.4 9C3,2 TO TO I f 964 -9 64.7 964.6 3 T64. 1 TO3 9 TO m¢ 965.3 965.2 TC TC TC y 66.5 T96 2 966.0 9C6.0 965,8 TO TC 984.. p 964.5 7.3 967.2 T672 966.9 TC TC ro 984. 964.8 TO � x %4. TC I 4 L 0 W I I I I I I FAIM 30 0 30 60 SCALE IN FEET Dated this 21st day of January, 2016 Certified by. _ /_!�_L ar S. Hanson P.L.S. Minn. Lic. No. 15480 UNDE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 r ,� 1V17 SUD1��/� 952 -881 -2455 (Fax: 952- 888 -9526) L�ii ►l/ A iT West Office: www.sunde.com Mandan, North Dakota 701- 663 -5562 Fi1e:20 1 5 1 73001.dwq 0112112016 Sheet: 4 of 10 6$.D 1 - - -- x 963 I ^ °�•� ^ sv�.v aw.c / 966.1 - - x 955.2 �'L x 964 3 x 964.3 x y04,J x 964.4 / 964 8 x 984.8 954.0 -' -'- • - v 963.5 x 963.2 �gyE x 964 -9 (.1;'C 984.9 964.9 TG 965 0� FQL 964.3 9643 - -OHE UGC 964 5 964.4 TO 65 0 965 9 , 962,6 .OHE x 962.5 ,r x 982.7 x 8 964.2 964 9 965.7 965.3 -- -gg3 -� N 966.4 5 -D 9 x 962 7 96 .5 983,5 �sa's:9- PP7.0 \ 5.. - - - - - OHE- -� �`9D° ti 9P�3 3 90. 7 - - OHE- 964.6 964.9 (2)cBx \ _ x965.3 965.1 x 964.6 WV g� m964.9 / 9 -8 96 .B 964.7 /967.1 - WE -\ 965 TCS® 964.6 964.8 V .1 963, 1 3 0 9629 62.8 962.7 962.8 - x • - x 965.4 x 965 -4 x965.2 ! / \96 x 965.2 x 965.0 965. TC 964.5 963- �L_T S� - _ _ x965.7 PROPER Ll 963.3 x 966.5 �\ 964.8 627 z,6 • 967.5 64.5 64 -e 964.6 964. M I N OHE - _� X966- PP _ - - - - - - 966.2 / 965.9 9657 9655 965.2 .7 964'3 CONC -p4£ 83.3 ,I -� 629 962.6 62.7 87.2 9872 967 966.6 � 953-2- HCR 96 .4 64.7 64-3 - 963c.5® 963.5 -963 ALP 967.5 967.6 967.4 T U M i N 0 U S _-.d OHE- 965.8 965.5 965 3 965.0 64 fi 3 - 964.8 967.5- 967.1 a67.1 - _ - - � 7 I .7 9 -�4 C798A3 964-5 X964- 963.2 ' TC 962.3 962.2 961 9 - 91-6 -- 966.7 965.7 965 COi�IC g HHC 1� 963.6 963,4 TO T62.8 962 7 T` TC TO 7.3 -9�1 967.0 968 -5 X966 965.8 9C4.0 9C3.8 TC �� /$" RCP Sr S ��.IH 967.4 987.3 96�'�- I o 964.9 4- 964.7 964.0 967 3 96LP 967 965 -7 965.6 965.1 STS INV =954.6 E W) EE 965.3 TO TC TC 964.JCB �2 TOP =962.0 966 4 966.2 TO TC x 469 5 _ - iNV= 4.5 N �' - -� 1 967.0 966.8 'T'C- TO 965.9 TC 96 OOL TOP =964.1 - /8' RCP - - - _ _ x ?J 966.6 TO INV= 960.6 x952. 968.7 rC 5 MH x 983 -3 _ �� 982.3 .2 TC7 HCR TC TC TOP -964.5 963.0 x 9628 y� �966� INV= 959 9(ALL) - - -� - x9� V963.8 x 963.5 x 963.3 / -y67�� x 985 3 = 96 964.9 9 '�.7 �' 5645 964,2 �. 62- _ x 965 7 - - �9 x 965.9 x 965 4 y x 966.9 966.7 -9 9670 66.4 OUS 967,3 / T U M I N c3 70P =964 -0 �ry 964.4 982 -9 TO INV =980.2 63 -6 TC 63.4 9C3,2 TO TO I f 964 -9 64.7 964.6 3 T64. 1 TO3 9 TO m¢ 965.3 965.2 TC TC TC y 66.5 T96 2 966.0 9C6.0 965,8 TO TC 984.. p 964.5 7.3 967.2 T672 966.9 TC TC ro 984. 964.8 TO � x %4. TC I 4 L 0 W I I I I I I FAIM 30 0 30 60 SCALE IN FEET Dated this 21st day of January, 2016 Certified by. _ /_!�_L ar S. Hanson P.L.S. Minn. Lic. No. 15480 UNDE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 r ,� 1V17 SUD1��/� 952 -881 -2455 (Fax: 952- 888 -9526) L�ii ►l/ A iT West Office: www.sunde.com Mandan, North Dakota 701- 663 -5562 Fi1e:20 1 5 1 73001.dwq 0112112016 Sheet: 4 of 10 � I x 951 D x 950,7 \ 9= 2sTRSP 949- - x 948,9 x 948.6 \ "To • 951.6 x 9x7 2 x 948.4 x 949 C \ / /�� / 951 rg50�x949 -.9 950.0 - x9496 r-7 -- / - 24 "RCIP -s4a- I I BUILDING ENTRANCE ELEVATIONS x 957.E \ -949 - ! �x X9'2 \ Monticello High School 952 / !�e - - -s4s� sas 9 - _ �94fr7- 912 - - -- - 946.8 _ _ - - - _ _ = _ - -_ _ a6 __ `949 gg� / "W95 1.0 gAg / - - 94s•_� - - -sue _ - - -- - - _ \ x 2 \ \I I - _ _ _ _ - - - -L - - - Door # Description Elevation(ft.) _ x 957,¢ � k/ / / � 946 J � - - -� �� _ � 94fr.B - -/ EDGE OF - -- = - �� ` 9E6.7 \9g� \ \ x949.5 57' / 5 x 95-7 / X7.0 WATER _ xx�4�9 �g56 95 j / --\ _ MAR- - 95656 6 - x 95%d / / 9 \ \ \\ \ \ i✓ � � / /x 947 I 47.8 -� 9 •+� g\ �\ \ \ EDGE OF MOWED GRASS EDGE OF \\ \ WATER \ 469 94 U VY ED GRASS EDGE -6F' s / // x 94 1 / 9518 �1 \ 9 6. \ �\ \ x 949.5 56.5 WSS - `_ 954 C / 95G.1 \� \\ \ \ 957.7 657 7 \946. 95.5 -Y_ ""A _4 PI �7 / /955 953 ` � o \ � PROPERTY LINE \\ � � I I °`V"' -9540 � \949 949.4�y 493 / 953�.D SASH 1 x nP7.8 \r \ x 51. \ } 4714 I 1 _\ 1 x8.0 _ 50.1 4B 7 9,50-1-11 Jf, -Q / / / x957 B 013 66 IA EtJT �O TL. TY AND Dt�AINAGE 1. x 1.5 / 953.9, ° 953.8 as 53.53. 9° 52.8 a , I,1,� / 94%4 7 5 / / / 95 . PC I ' sPCB� ''sPCG_•'"'V"°- PS`�_`G`_' 8 95o.e 952. EASEMENT FOR UTILITY AND DRAINAGE PURPOSES PER DOG. N0, 719828 - Mi - \\\•"`V'^' -PCG h 951: `_ ��951 / /a 9563 / 955.5 946. - - - - - - - - - - i1 P R� E� E DbC. Bo� 5698 H I GISE6 �3e r6 -ogsg, • 955. ®954.`5 e 3 ®950.8 / '""V SPCG 0 WELL 1 I I - - -. - __- - -_- - 46:9'- _� - - - - II R P I 958 2 "SPCC �� �� PCG �� PCB 5 / 958 6 1 I I I I -94.58 7. I SPCG _ _ ,� x 526 INV946.9 TC _ p/" RQ° ST S SPC C= 3.1 a 9Y2.3 / / 58.6 958.7LL ( I I I I 1 II i = X46.9 ._948- - 94� - ��4 \\ III �� 9 9. I " GP T 51 ° SASH 952 °sP v o f 1 l I I 946.9 1 -949- \ I 13 7 01 1 957.0 1 x95. 95�5�% x9674 �F' x95.9 `x95. 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IC 61.0 ` l\\� ` \ ,\ \ \ \ \ I I / / I I 1 TC 1 ( 1 1 4.7 I 955 R / � \ - X 958.3 x 958.8 x 959.2 x958.7 x 958.3 x _ _ \ � / � I z 956 9 z x 957.8 x957,2 I x 956 O x 957.5 x ¢57.2 1 / \ I _ I x957.8 x9584 1 1 I I9 .7 � \ \ \ \ - x 9$6.2 x 958.6 I I _ 46.6 // J \/y\ �9 _ \\ ���47.0 8 /)� 160.3 / \ \ 42I F X 46,_8- -948- 6/ / / 6 5 /95 .8 r / I x93��8 949- g�y\7,D 24 "RCP 951 b xg 1 51:3 V �` 1 -- - -- - -- 961. \ 950 h 9605 961.7 - O ®-----------"961.3 �---'-® � '� 3/ � � r1-17 TC f _® x 961.8 961.5 I -- o e - -- - -- x--- -- - - 661.7 961.7 \ X95 X95 M / -968.4 x 958.9 ( -959.2 I x 956.8 -958.3 x 955.1 1 ®961 2 - - - -- -x961 4 - 961.5 961,7 \x 1.8 -961 -' /x r / / / SSPR I 1 x 57.1 ii 95 0 I \ \ \ 9� 952::6 / I I x 957.9 x 957.2 1 x 956.7 x 957.9 10 I 1 �• 9 I.I \ \ / I.1 I x 957.8 1111 x 958.3 x 958 3 I I \ \ x 9952 / ® 6.6 ° 5 SH iP O / \ \ 9\ ` / SPPP�/ / o l' 859.2 1 I 1 I I I I I O� f BI,J \x980.9 O.I\ \ � e�-s B �962� / -95� g 0958.9�� se s I I ` I R � x 957.8 I 1 / x95 . x 95 I I / \ / \ �\ x -956.9 -• I ,95 PR //x 961.3 x 958.4 x 958.7 x 958.2 962. I x 981.7 x 960 4 x 957.1 x 957.3 x x 962.1 \ x 958.4 x 958.7 x 959.2 x 958 B x 958.2 I x 957.9 x 9570 x 957.5 ] I I I 955.4 I I 1 61. x 981.7 x 9832 0/ z FF�� / \ \ � I 1 I / \ INiCFC�HAI 15� ps��e �7 sP1 \ � � \ y � � � 961` �or 9E DS ONG / \ EB 981.9 961.7 I 1 l 962.3 GATE 982.3 961.9 6 961.5 •5"ASH 1 l 4 1 98 7 962,2 2. 961.9 1 \r 9617 - '962.1 - 1362.2 - / / ■ 962.3 x 961.7 tl 961.7 x 981.2 861.4 x 961.3 x 5' ASH ,I I x 958.7 x 958.2 I I 1 I.E 961.9 962- 962.1 f • 96 982 5 4 A H> 5' 41 P 5' ASH a X 95ty 4 x 958.91 x I x 958.7 x 957.8 = 957.5 x 958. x 958.5 x 957.8 / x 16.7 961.5 m L962 *9620 8" AS I N \ / l 959.2 x 958.2 /( x 956�i x 957.5 ( x'956.0 961 4 6 9AS z �' 961.8 fi" AS 4" SH / �.�.JB 1 73 \ / TIC x 9 I I 96 l / / x9$7.3 A - • 8' AS v 961.5 v C�6ENCH / \� C 1 I ) I Allis x 9166657.3 6' 961.4 961.6 CB I A ( / o \ X961,5 9e1.4 961.3 9CL2 TIC \ TC TOP- 56,0 rn 0 961• 961 5 TC TC 961.5 961 ILI 1 I I l5" RCP Sr s INV =952.0 I / 961. 8 1.6 7 TC TC\ �- (` 959.8 959.8 960.3 9fi 0.9 980 5 9 1.2 -YC C TC TC To 0 Tc G Tc Tc �/ X96 /-jl- g6\ 96i B I T U M I N O U S x 960 6 x 950 -9 -961- 1-.1 �/1 x 957.7 I I _J957. 959. Q I \ x 960.8 x 960.6 ci I x 958.2 x 958. x 1576 9 h /Z_ I ( z x 9fi I I x 961.0 CB x 958.3 yv x 958.7 x 959.2 x 958.7 9 8 0 x 9583 x 958.7 x 95B 3 x 957.8 x 957 5 x 958.5 / J 959, 5i 0� I.0 x 960.9 x 960.9 961.1 TOP =959.8 I 9 1 I I yi c Ol /9 x959.1 x 960.5 x 960.8 Q COP -961.0 I -B" DIP 960.E I =949.9 6 613 961.6 T I I / / x 959.5 960 0 0 00 1 961.5 60 TCO'9 951 3C / r 9612 INV= 9480(S, �If j 961.83 961.2 TO TG 961.0 rC 61.8 I I t\ ( r r ^ TC 961.1 TC V 9 0.7 24" RCP 960.5 TC 961.4 C 0 N C HYD 961.3 Q TC1 O TC 961. 961.5 61.6 To' 9CI.3 TC .9 7c ST TC ,96/ -y61 8 I I 1 h 959.9 960.5 960.8 980.8 961.2 9fi 5 TC GO C '-'1 UGE 1 959.5 959,6 TC 960.3 TC TC 981.1 961.1 961.7 9118 960,7 C 0 N C 9C 1.1 LP y 9589 9598 TC TC TC rz 60.6 TC 111 961.0 I \ I TC TC TC Tc CONC TG CONC 961.1 ~ 60.8 6 TCS® TC I . 62.2 961.4 TC Lp T I `` TCS ° 96 TO TC 961,2 961.8 981 4 X 959. x 958. I x 957 6 58.9 x 957.7 f x 958.1 x 958.4 I x 957.7 x 9592 x 9 -7 95 .3x 9 CONC 960.2 960.4 960.7 961.0 981.1 TC J 0 C 9 0.7 961.6 ' AK "SPCG\ 960,9 960.4 980.6 CB 960.9 960.6 TC TC x 958.4 � x 959.1 x 958.5 �/ x 958.7 x 958.2 I � '0 958.7x _ 959.83 959.8 Tc TC TC TC � O � 3 "MPL 96 3 9 1.5 TC TOP =959.9 TC 61.0 h 1 958 TIC 4 Tye 5 TC TIC TC TC \ 9601 959. 960.8 961,1 9605 TIC �� 9 0,8 CON eeos TC 61.3 9 17 x9831.7 TC INV = 952.9 {N 961.3* 959.0 959.6 TO TC W' 0_ g TC C � x 961,2 980 5 960.5 m I / 9TL TC TIC 9613.6 O W 980.7 960.9 so LIS ®PK58 \ 960.8 959.3 960.2 960.6 W d TSSSSSII)11 960.7 961 0 TC - 96/ 1 I 956.0 956.2 958.8 959.6 H rn TC PKS C12_. Z W 960 G l\ W NO 9fi D.3 NPS 61.1 1 x 958.5 x �15Z9 _ x 457 4 z 957.2 � O 1 962.5 s 9629 IC 981.3 X9 I 960.2 ql 9 8.4 x gA., g x{959 0 x 958.5 x 956.1_ x 957.7 x 9�`Z.8 / x 958.3 x 958.5 �� 957.9 ¢ � 60. ���°O° � � RC 959.6 W O_ "SPCG 961.4 981.4 / \ 961,6 961.5 9613 MH(P} ®959.1 S 960.5 980 -3 96a.7 ® GLP 2 GLP \ - gg(j x 959.5 x 858.8 959.2 960.4 TC TC I 61.8 0 R ry 5 956.1 960. 961.7 / / x 960,4 x 960.4 \ / 958.4 960 D 960.8 9 I.I TC I m \96� B I T U M I N O U S 1 - - .-, x X9 959.1 ` �g59 x 959.7 - I 960.3 x 956.1 959.8 x x 980 z 95p.3 / 1 96 5 x 958.7 x 960.6 x 960.7 x 96 .7 } 8 "OAK 962.9 t x 958.1 x 960.4 UGE 960.7 _ TC 961.8 961.4 X 959.9 959.8 (3G'E 962.2 962. I 961.9 961.8 959.4 < 962.4 962.1 \ x 958.4 / LP 960.4 960.6 962.2 _LL x 959.3 960 x 959.5 x 959.4 x 959.4 /957.7 960.2 I\1 c0 IQ X 95 1 7 x 959.7 x 959.6 � I RC 955.0 959 I 9613.3 TC TC 0) pl GAS `. I /z858. - x959.3 x959.4 9 958,4 60.0 P xgg• x961,8 961.4 x 958.7 x 958.7 x 959.0 (ins x 962.6 x 962.7 x 962.5 I, x 956.1 x 95 B.fi I / / \ � 9584 (n I 4x BAS 9CI.5 �' 963 -5• I DUST cH ` 961.13 962.9 LLECTOR \ C o PKS 1 • 9 2.7 63 0 TC C 963.0 9833.9 �T - 9&3. -1- 963.1 a 961 o U 1 NOUS N HCIJ I BBQ Denotes barbecue BE Denotes building entrance BH Denotes beehive catch basin 9587 BM Denotes benchmark BTL Denotes beaver tail curb 9582 BWB Denotes brick wall base I x CB Denotes catch basin m959.3 CBOX Denotes control box I FP CBX Denotes communication box CMH Denotes communication manhole 11 x COL Denotes building column \ CS Denotes curb stop 958.4f es5s.s CST Denotes concrete step rc 1 I FP CT Denotes cooling tower x CWB Denotes concrete wall bottom CWT Denotes concrete wall top 3 DG Denotes drain grate I I x 9597 DIP Denotes ductile iron pipe EB Denotes electric box 959.6 EM Denotes electric meter EO Denotes electric outlet To88 x FES Denotes flared end section 10959.9 FH Denotes fire hookup FOL Denotes fiber optic line 6 FP Denotes flag pole X G Denotes gutter GEN Denotes generator 9599 GLP Denotes goal post Tce 1 GM Denotes gas meter X a� GP Denotes guard past W GRDL Denotes ground light I I LLY GW Denotes guy wire x a� HCPB Denotes handicap door push button HCR Denotes handicap ramp 9595 HCS Denotes handicap sign TC I 960.0 HDPE Denotes high- density polyethylene pipe HH Denotes hand hole 601 HHC Denotes communication hand hole HHE Denotes electric hand hole 59.5 g.0 HHF Denoted fiber optic hand hole �f aW HYD Denotes fire hydrant �< INV Denotes structure invert c9 " KWB Denotes keystone wall base M^� LA Denotes landscaped area 6960. LP Denotes light pole F LPT Denotes LP tank 0.1 MB Denotes mailbox -961 .3 6PR MC Denotes metal cover esa MH Denotes manhole TC 960.4 MRAL Denotes metal railing TC \ OD Denotes overhead door HUT) I 1 0H Denotes overhead electric line (P) Denotes per plan /not field verified 960 a DAK PIV Denotes post indicator valve PKS Denotes parking sign \ PP Denotes power pale 961. I TC PPT Denotes power pole w /transformer 08 96oa PPU Denotes power pole with underground utility �g61 PTBL Denotes picnic table / PVC Denotes polyvinyl chloride pipe / I x 961 I RC Denotes ribbon curb WA FER ASWALINELOCAT/Ox9614 RCP Denotes reinforced concrete AS MARKED pipe RD Denotes roof drain 131. SAN S Denotes sanitary sewer c I Tc17 SANCO Denotes sanitary cleanout 982.0 961.5 TC ST S Denotes storm sewer STC Denotes top of surmountable curb 98314 561.1 TC Denotes top of concrete curb Tc TICS Denotes traffic control sign l TL Denotes traffic light - 980.9 960. U 961.2 TRANS Denotes transformer box I 961.1 Z rc UGC Denotes underground communication line ° UGE Denotes underground electric line / U VP Denotes vent pipe I 980.9 96 W Denotes water line TC 961.0 WMH Denotes water manhole 961.1 TC WV Dentes water valve 9TC 5" RCP S7} S I 1196 B As Denotes Basswood tree 960. G CRAB Denotes Crabapple tree 019 9605 BI HACK Denotes Hackberry tree MPL Denotes Maple treeree 961.2 PIN Denotes Pine tree m PINR Denotes Red Pine tree TC1.3 9 SPCB Denotes Colorado Blue Spruce tree 661.1x1 B SPCG Denotes Colorado Green Spruce tree e SPR Denotes Spruce tree 1 \ TR Denotes deciduous tree //� 61.8 I 960 O 98302 96D.3 Z TC 260.1 C0.4 60.6 A 9 3.1 96 1 ONC B 1 1 g2• TC sss a0OR 5 9 3.1 TC / I 95 9 y� 3 - 960.0 x 959.8 960.5 vs ® K 1.8 963.2 I x 962 5 \ x 962 -0 962 2 c 957.5 \ J `'\ h 961.5 PIV I x 959 3 6 1.0 x 960 7 x 9 R3 \ 959.2 a Tc 9E o TC 11 gn x 958.9 x 958.9 / x 959.5 z 959.6 x 959.7 x 959. B x 960 2 x� 0, 3 1 x 958.5 x 860.7 1 ` h 1 aOOR 9 963 U 962 1 Y2r � - 0 7- 9�.5 961.5 61 9625 962 5 9622 1 O7 ~ I I 960.2 m T 0' �' of 963,3ci'11 30 °MC 95- 4'BAS iy \ BTL #Q .9630 HCR TC ti1 I IN 11TTVV 9 .9 982.7 962.6 962 O 957.7 9582 Ni .7 962.9 TC Tx TC x 962.7 GRE, t I 958.8 960.1 1 w •.� / 6 I 9599 as HYD W 962.6 ollaxMC 959.7 13 �9. 963,2 m ITR tiL - J } I I 1 959• °„ it ` C 0 N C R E T E LT 6626 9J 957. 80.3 l 962.8 9 8.5 z = zz 1 \ Ml,d MH x 958 B x 958.8 x95 9 x 959.5 / x 61.3 I RC_ 957.2 P zz j - x 959.8 x 960.4 x 9606 x 981.2 x 961.5 j r2 - 53.1 63.1 TOP =9 6.9 �? I 9613.2 OP I STS 81• 961.4 "' a 8E 963.1 962.9 x960.3 x'q 0 1 CB m .O CONC I NV�952 -2 E, B' RCP O 963.1 GP \ / INV =9 4.0 957.7 958.8 960.1 RC 96 B 962.6 aOOR l0 /�'4 0 - 9$3.19 7 IS RCP 57.0 958.1 l8" RCP ST S 959.9 /p" m r w gE gE 9 959.7 /3" R B T l� RCP STS N = E 1 6 J 9614 C O N 963.0 - I V x 961.2 \960.8x 961 x 950.7 x 960.4 x 960.2 x 9830.0 x 960.4 -960.4 x 98304 x 961,3 x61.6 I T((JJ P =95 0 IIIJV= 95I 4(N,E) I Top of concrete outside of door 963.05 959.1 2 Top of concrete outside of door 963.05 3 Top of concrete outside of door 963.12 4 Top of concrete outside of door 963.08 5 Top of concrete outside of door 953.06 957- 1- RC 6 Top of concrete outside of door 963.04 x577 � .o 9 587 7 Top of concrete outside of door 963.03 S Top of concrete outside of door 953.05 9 Top of concrete outside of door 963.06 0.959 .4 -958.7 "PIN "PIN "PIN 10 Top of concrete outside of door 963.04 2.4 11 Top of concrete outside of door 963.09 I 12 Top of concrete outside of door 963.06 I 13 Top of concrete outside of door 963.04 �_Tc_ 14 Top of concrete outside of door 963.06 - x 957.4 x 959.9 957.0 1 x95. 95�5�% x9674 �F' x95.9 `x95. I WATER ICI _ r - \ \ Jar' / 958.5 �5 x x95 .2 1 `948.8 1 II I lx 12 3 95 1 - x 957.6 6 \S TC7• x957.7 ry \ x952.1 9 C6 946.8 FT. / r - 950 ��� - z 957.8 I \ 95 .2l -9,J /- x-9•+1` x y 3.1 SPCGr 53 o58.8 956 9 / 947! / \sas �\ I BE I I 12/10/2015 / / / x q5( 7 x 951.4 \ I 958.3 - \"SdZ'bti "8516- 1954 6 1 j / x 951.6 \ - 957.6` CB {BOL HUT 947.0 III / r -x 9�F9- 95 \\ \\ \ II I 1 1 1 I I x 958.3 TC LP �\ P =954.3 1 i / / -/ / r -954- - - \ \�\ I I I t TC I ..956.0 x 957.7 / / a.5 -953 \ ®95SPCB e95PCG / /x9511 I I ` \ II �/ �' - � \ \ I l 57.8 /`�r,•� 957.0 \ \ i 94.9 / 95,5 \ \ 1 I \ EASE -RENT- FOR -VI - Y gpl� D _INAGE PURPO� PER DOC. NO 719827 \\x I. \ �\ / /9 /g�35� _ _ _ \ 950. x 956.8 ` _- \ x 957.4 I x 958.2 / \ 1 1 \� \ \ _ - _. _ _ / �j x// / x55 &_ - 956 -957- `�P• \ \\ \ \ \ \\ i 94.91 x ' ro h x 957 7 958 k LEGEND ®9589 x958.5 958.a x957.5 / x9575 ` \ 69- 946.9 1.4 x 559 i�5 x 958Y x958.5 0959.0 x957.9 x957. \ 947.1 x947.6 / / / PINR -958 - �� \ \ \ \ / 48 ® 7- x957.7 957.7 957.9 x957.6 95 p,g \ I i ad I 958.3 CUP GLP x 957.8 x 957.4 x 957,9 x 949.2 I 957.Sx 3. ® 7 / a 958 6 - \ \ \ \ 95 I g� x9474 9�g SPpr /95691 /� -7 959.7\ 9 5\ \ \\\ 1 I I 1 58.5 AIS Denotes advertisement /information sign \ \ / 579 PINR - - - / ��� -953- - - 959 \ \ \ \ P N TO \ TIC x BBH Denotes basketball hoop / x 4.3 5 \ ` 5p l I.� / / �j �)8 =PINR 959 4 959.7 959. 9 959.8 959 7 959.6 95� 2� ` \ ` \ \ \\� II I I 1 J - -/Z- / g 959.5 959.3 Il I I 1 l \\1 \ 9 - -' 9.9 959,9 ONC `\ \ \ \ \ \\ II 946 B I I 1 I 1 958.5 \ x 958.1 x 957 9 6954, x g _5 ( 52. x 953 x 95 9 10 FT CHAIN I z 95.2 I �` -9 7.9 x 958.4 x 958.7 x 959 I x 958.7 ' x 957.5 x 950 x 958 3 \� \ x 95 \ CG\ 95 G ` /� 9�9. LINK FENCE x 9 •\ \ x 9 0. ,\\ II 1 I I I 1 Cn sue\ / �� \ \ I I 950 1 x 960.1 x 956.8 1 I ( \ \ 1 \ \\ W EDGE ATER F X111 1 ` x }95dFs I I I 95 TC I s o.o x I \ I I 1 I 1 \\ $>� \ 9 x541 I x 959.7 960 I 99.5 \\ \ I 1 146.9 II 1 / 959.5 I `I 94 .91 I 1 I III 9.1 r x 95U 3� � I 1 S ASH x 135 X 958.5 x 959 - x I \1 -958.1 I % � x 958.8 � x 956.2 9 3 � 957.7 � 957 T x 953.7 85 AS I / x 958.3 \ x 957.9 9 83.9 x 957.5 x 957. x 958.6 I ` I I I I` I I I I x 1991 II, II 11 >I 9 .9 1 1 1 1 959.0 / I I \ 1 I J I 959 q \ I I x1950.` I I 1 I I I'I 111 I 1 9550 1 1 956.�C I - - - - - -- -- - - - - -o ®-- -------- x - -' - -- \\ I 1 I ( x9591 1� \ 0- ---- -----x-----------o ®-'-----'---x960.5 -----960.6 960.5 ®960.6 9830.4 960.4 960.2 990. II l 8.2 x 958.5 x 959.0 x 958.3 I x 957.9 x 957.5 \ \ x 957.21 x 954 2 ( x 1,112 980.8 960.2 960.3 II �. I I I I� Illy 11 III 1 I I II x9. 1 ! / x956. x97 9 x958,4 x958,7 x958.3 9579 I 9.9 I 1 I I ii I I I I I I -44 I . 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IC 61.0 ` l\\� ` \ ,\ \ \ \ \ I I / / I I 1 TC 1 ( 1 1 4.7 I 955 R / � \ - X 958.3 x 958.8 x 959.2 x958.7 x 958.3 x _ _ \ � / � I z 956 9 z x 957.8 x957,2 I x 956 O x 957.5 x ¢57.2 1 / \ I _ I x957.8 x9584 1 1 I I9 .7 � \ \ \ \ - x 9$6.2 x 958.6 I I _ 46.6 // J \/y\ �9 _ \\ ���47.0 8 /)� 160.3 / \ \ 42I F X 46,_8- -948- 6/ / / 6 5 /95 .8 r / I x93��8 949- g�y\7,D 24 "RCP 951 b xg 1 51:3 V �` 1 -- - -- - -- 961. \ 950 h 9605 961.7 - O ®-----------"961.3 �---'-® � '� 3/ � � r1-17 TC f _® x 961.8 961.5 I -- o e - -- - -- x--- -- - - 661.7 961.7 \ X95 X95 M / -968.4 x 958.9 ( -959.2 I x 956.8 -958.3 x 955.1 1 ®961 2 - - - -- -x961 4 - 961.5 961,7 \x 1.8 -961 -' /x r / / / SSPR I 1 x 57.1 ii 95 0 I \ \ \ 9� 952::6 / I I x 957.9 x 957.2 1 x 956.7 x 957.9 10 I 1 �• 9 I.I \ \ / I.1 I x 957.8 1111 x 958.3 x 958 3 I I \ \ x 9952 / ® 6.6 ° 5 SH iP O / \ \ 9\ ` / SPPP�/ / o l' 859.2 1 I 1 I I I I I O� f BI,J \x980.9 O.I\ \ � e�-s B �962� / -95� g 0958.9�� se s I I ` I R � x 957.8 I 1 / x95 . x 95 I I / \ / \ �\ x -956.9 -• I ,95 PR //x 961.3 x 958.4 x 958.7 x 958.2 962. I x 981.7 x 960 4 x 957.1 x 957.3 x x 962.1 \ x 958.4 x 958.7 x 959.2 x 958 B x 958.2 I x 957.9 x 9570 x 957.5 ] I I I 955.4 I I 1 61. x 981.7 x 9832 0/ z FF�� / \ \ � I 1 I / \ INiCFC�HAI 15� ps��e �7 sP1 \ � � \ y � � � 961` �or 9E DS ONG / \ EB 981.9 961.7 I 1 l 962.3 GATE 982.3 961.9 6 961.5 •5"ASH 1 l 4 1 98 7 962,2 2. 961.9 1 \r 9617 - '962.1 - 1362.2 - / / ■ 962.3 x 961.7 tl 961.7 x 981.2 861.4 x 961.3 x 5' ASH ,I I x 958.7 x 958.2 I I 1 I.E 961.9 962- 962.1 f • 96 982 5 4 A H> 5' 41 P 5' ASH a X 95ty 4 x 958.91 x I x 958.7 x 957.8 = 957.5 x 958. x 958.5 x 957.8 / x 16.7 961.5 m L962 *9620 8" AS I N \ / l 959.2 x 958.2 /( x 956�i x 957.5 ( x'956.0 961 4 6 9AS z �' 961.8 fi" AS 4" SH / �.�.JB 1 73 \ / TIC x 9 I I 96 l / / x9$7.3 A - • 8' AS v 961.5 v C�6ENCH / \� C 1 I ) I Allis x 9166657.3 6' 961.4 961.6 CB I A ( / o \ X961,5 9e1.4 961.3 9CL2 TIC \ TC TOP- 56,0 rn 0 961• 961 5 TC TC 961.5 961 ILI 1 I I l5" RCP Sr s INV =952.0 I / 961. 8 1.6 7 TC TC\ �- (` 959.8 959.8 960.3 9fi 0.9 980 5 9 1.2 -YC C TC TC To 0 Tc G Tc Tc �/ X96 /-jl- g6\ 96i B I T U M I N O U S x 960 6 x 950 -9 -961- 1-.1 �/1 x 957.7 I I _J957. 959. Q I \ x 960.8 x 960.6 ci I x 958.2 x 958. x 1576 9 h /Z_ I ( z x 9fi I I x 961.0 CB x 958.3 yv x 958.7 x 959.2 x 958.7 9 8 0 x 9583 x 958.7 x 95B 3 x 957.8 x 957 5 x 958.5 / J 959, 5i 0� I.0 x 960.9 x 960.9 961.1 TOP =959.8 I 9 1 I I yi c Ol /9 x959.1 x 960.5 x 960.8 Q COP -961.0 I -B" DIP 960.E I =949.9 6 613 961.6 T I I / / x 959.5 960 0 0 00 1 961.5 60 TCO'9 951 3C / r 9612 INV= 9480(S, �If j 961.83 961.2 TO TG 961.0 rC 61.8 I I t\ ( r r ^ TC 961.1 TC V 9 0.7 24" RCP 960.5 TC 961.4 C 0 N C HYD 961.3 Q TC1 O TC 961. 961.5 61.6 To' 9CI.3 TC .9 7c ST TC ,96/ -y61 8 I I 1 h 959.9 960.5 960.8 980.8 961.2 9fi 5 TC GO C '-'1 UGE 1 959.5 959,6 TC 960.3 TC TC 981.1 961.1 961.7 9118 960,7 C 0 N C 9C 1.1 LP y 9589 9598 TC TC TC rz 60.6 TC 111 961.0 I \ I TC TC TC Tc CONC TG CONC 961.1 ~ 60.8 6 TCS® TC I . 62.2 961.4 TC Lp T I `` TCS ° 96 TO TC 961,2 961.8 981 4 X 959. x 958. I x 957 6 58.9 x 957.7 f x 958.1 x 958.4 I x 957.7 x 9592 x 9 -7 95 .3x 9 CONC 960.2 960.4 960.7 961.0 981.1 TC J 0 C 9 0.7 961.6 ' AK "SPCG\ 960,9 960.4 980.6 CB 960.9 960.6 TC TC x 958.4 � x 959.1 x 958.5 �/ x 958.7 x 958.2 I � '0 958.7x _ 959.83 959.8 Tc TC TC TC � O � 3 "MPL 96 3 9 1.5 TC TOP =959.9 TC 61.0 h 1 958 TIC 4 Tye 5 TC TIC TC TC \ 9601 959. 960.8 961,1 9605 TIC �� 9 0,8 CON eeos TC 61.3 9 17 x9831.7 TC INV = 952.9 {N 961.3* 959.0 959.6 TO TC W' 0_ g TC C � x 961,2 980 5 960.5 m I / 9TL TC TIC 9613.6 O W 980.7 960.9 so LIS ®PK58 \ 960.8 959.3 960.2 960.6 W d TSSSSSII)11 960.7 961 0 TC - 96/ 1 I 956.0 956.2 958.8 959.6 H rn TC PKS C12_. Z W 960 G l\ W NO 9fi D.3 NPS 61.1 1 x 958.5 x �15Z9 _ x 457 4 z 957.2 � O 1 962.5 s 9629 IC 981.3 X9 I 960.2 ql 9 8.4 x gA., g x{959 0 x 958.5 x 956.1_ x 957.7 x 9�`Z.8 / x 958.3 x 958.5 �� 957.9 ¢ � 60. ���°O° � � RC 959.6 W O_ "SPCG 961.4 981.4 / \ 961,6 961.5 9613 MH(P} ®959.1 S 960.5 980 -3 96a.7 ® GLP 2 GLP \ - gg(j x 959.5 x 858.8 959.2 960.4 TC TC I 61.8 0 R ry 5 956.1 960. 961.7 / / x 960,4 x 960.4 \ / 958.4 960 D 960.8 9 I.I TC I m \96� B I T U M I N O U S 1 - - .-, x X9 959.1 ` �g59 x 959.7 - I 960.3 x 956.1 959.8 x x 980 z 95p.3 / 1 96 5 x 958.7 x 960.6 x 960.7 x 96 .7 } 8 "OAK 962.9 t x 958.1 x 960.4 UGE 960.7 _ TC 961.8 961.4 X 959.9 959.8 (3G'E 962.2 962. I 961.9 961.8 959.4 < 962.4 962.1 \ x 958.4 / LP 960.4 960.6 962.2 _LL x 959.3 960 x 959.5 x 959.4 x 959.4 /957.7 960.2 I\1 c0 IQ X 95 1 7 x 959.7 x 959.6 � I RC 955.0 959 I 9613.3 TC TC 0) pl GAS `. I /z858. - x959.3 x959.4 9 958,4 60.0 P xgg• x961,8 961.4 x 958.7 x 958.7 x 959.0 (ins x 962.6 x 962.7 x 962.5 I, x 956.1 x 95 B.fi I / / \ � 9584 (n I 4x BAS 9CI.5 �' 963 -5• I DUST cH ` 961.13 962.9 LLECTOR \ C o PKS 1 • 9 2.7 63 0 TC C 963.0 9833.9 �T - 9&3. -1- 963.1 a 961 o U 1 NOUS N HCIJ I BBQ Denotes barbecue BE Denotes building entrance BH Denotes beehive catch basin 9587 BM Denotes benchmark BTL Denotes beaver tail curb 9582 BWB Denotes brick wall base I x CB Denotes catch basin m959.3 CBOX Denotes control box I FP CBX Denotes communication box CMH Denotes communication manhole 11 x COL Denotes building column \ CS Denotes curb stop 958.4f es5s.s CST Denotes concrete step rc 1 I FP CT Denotes cooling tower x CWB Denotes concrete wall bottom CWT Denotes concrete wall top 3 DG Denotes drain grate I I x 9597 DIP Denotes ductile iron pipe EB Denotes electric box 959.6 EM Denotes electric meter EO Denotes electric outlet To88 x FES Denotes flared end section 10959.9 FH Denotes fire hookup FOL Denotes fiber optic line 6 FP Denotes flag pole X G Denotes gutter GEN Denotes generator 9599 GLP Denotes goal post Tce 1 GM Denotes gas meter X a� GP Denotes guard past W GRDL Denotes ground light I I LLY GW Denotes guy wire x a� HCPB Denotes handicap door push button HCR Denotes handicap ramp 9595 HCS Denotes handicap sign TC I 960.0 HDPE Denotes high- density polyethylene pipe HH Denotes hand hole 601 HHC Denotes communication hand hole HHE Denotes electric hand hole 59.5 g.0 HHF Denoted fiber optic hand hole �f aW HYD Denotes fire hydrant �< INV Denotes structure invert c9 " KWB Denotes keystone wall base M^� LA Denotes landscaped area 6960. LP Denotes light pole F LPT Denotes LP tank 0.1 MB Denotes mailbox -961 .3 6PR MC Denotes metal cover esa MH Denotes manhole TC 960.4 MRAL Denotes metal railing TC \ OD Denotes overhead door HUT) I 1 0H Denotes overhead electric line (P) Denotes per plan /not field verified 960 a DAK PIV Denotes post indicator valve PKS Denotes parking sign \ PP Denotes power pale 961. I TC PPT Denotes power pole w /transformer 08 96oa PPU Denotes power pole with underground utility �g61 PTBL Denotes picnic table / PVC Denotes polyvinyl chloride pipe / I x 961 I RC Denotes ribbon curb WA FER ASWALINELOCAT/Ox9614 RCP Denotes reinforced concrete AS MARKED pipe RD Denotes roof drain 131. SAN S Denotes sanitary sewer c I Tc17 SANCO Denotes sanitary cleanout 982.0 961.5 TC ST S Denotes storm sewer STC Denotes top of surmountable curb 98314 561.1 TC Denotes top of concrete curb Tc TICS Denotes traffic control sign l TL Denotes traffic light - 980.9 960. U 961.2 TRANS Denotes transformer box I 961.1 Z rc UGC Denotes underground communication line ° UGE Denotes underground electric line / U VP Denotes vent pipe I 980.9 96 W Denotes water line TC 961.0 WMH Denotes water manhole 961.1 TC WV Dentes water valve 9TC 5" RCP S7} S I 1196 B As Denotes Basswood tree 960. G CRAB Denotes Crabapple tree 019 9605 BI HACK Denotes Hackberry tree MPL Denotes Maple treeree 961.2 PIN Denotes Pine tree m PINR Denotes Red Pine tree TC1.3 9 SPCB Denotes Colorado Blue Spruce tree 661.1x1 B SPCG Denotes Colorado Green Spruce tree e SPR Denotes Spruce tree 1 \ TR Denotes deciduous tree //� 61.8 I 960 O 98302 96D.3 Z TC 260.1 C0.4 60.6 A 9 3.1 96 1 ONC B 1 1 g2• TC sss a0OR 5 9 3.1 TC / I 95 9 y� 3 - 960.0 x 959.8 960.5 vs ® K 1.8 963.2 I x 962 5 \ x 962 -0 962 2 c 957.5 \ J `'\ h 961.5 PIV I x 959 3 6 1.0 x 960 7 x 9 R3 \ 959.2 a Tc 9E o TC 11 gn x 958.9 x 958.9 / x 959.5 z 959.6 x 959.7 x 959. B x 960 2 x� 0, 3 1 x 958.5 x 860.7 1 ` h 1 aOOR 9 963 U 962 1 Y2r � - 0 7- 9�.5 961.5 61 9625 962 5 9622 1 O7 ~ I I 960.2 m T 0' �' of 963,3ci'11 30 °MC 95- 4'BAS iy \ BTL #Q .9630 HCR TC ti1 I IN 11TTVV 9 .9 982.7 962.6 962 O 957.7 9582 Ni .7 962.9 TC Tx TC x 962.7 GRE, t I 958.8 960.1 1 w •.� / 6 I 9599 as HYD W 962.6 ollaxMC 959.7 13 �9. 963,2 m ITR tiL - J } I I 1 959• °„ it ` C 0 N C R E T E LT 6626 9J 957. 80.3 l 962.8 9 8.5 z = zz 1 \ Ml,d MH x 958 B x 958.8 x95 9 x 959.5 / x 61.3 I RC_ 957.2 P zz j - x 959.8 x 960.4 x 9606 x 981.2 x 961.5 j r2 - 53.1 63.1 TOP =9 6.9 �? I 9613.2 OP I STS 81• 961.4 "' a 8E 963.1 962.9 x960.3 x'q 0 1 CB m .O CONC I NV�952 -2 E, B' RCP O 963.1 GP \ / INV =9 4.0 957.7 958.8 960.1 RC 96 B 962.6 aOOR l0 /�'4 0 - 9$3.19 7 IS RCP 57.0 958.1 l8" RCP ST S 959.9 /p" m r w gE gE 9 959.7 /3" R B T l� RCP STS N = E 1 6 J 9614 C O N 963.0 - I V x 961.2 \960.8x 961 x 950.7 x 960.4 x 960.2 x 9830.0 x 960.4 -960.4 x 98304 x 961,3 x61.6 I T((JJ P =95 0 IIIJV= 95I 4(N,E) 70 959.1 1 STS y° 96 II "e A5 m §0.8 .7 992,70 esl a 957- 1- RC 57.2 958. I 958.7 I 1 z_ Jm ID x 958.p I I 9602 960.5 PKSO /1 2.4 957.7 I 960.1 I 960.0 f° 961. RC 1,4 9 1,7 o ^. x 959.9 60.5 I 'RC I 958.1 958.7 1 959.2 959.6 0 7 "G 960.7x 961.3 m~ TC 981.8 B f I ®A .8 C D 0962.7 8 x9586 0.1 60.4 981.7 / / 960.0 96 .I 860.3 3 60.1 I 957.6 / 9602 959C 98 1 ST 960. 3 60.4 W - x 62.7 959- I 9 .I STC C l__ ess.2 9589 959.3 W se 1 9513 0% � I II"" '� F7575 RC (7 I 960.7x U °i1 Q C5 X 959.0 s6.o :) 960.3 960.5 I Z. 3 9132.13 p \\ I 9591 LP O 980.2 N` x 52.8 959.1 9601 Z TIC U 1_ 958.3 959.4 1 t.7 lam - � 960.1 1 1 X 960.4 9830 -6 99 1.3 9 8 x96 ,6 9517 958.2 - 960.5 TC 9 06 x9 0.7 .5 Co 1 RCI 959. I 960.2 m 980 � ® 4 1 958.5 9 5 9.5 PKS �.. P 9627 1 960.2 y I I I 960.7 c°3 I9583 960.6 1 4 - x 958.7 95D.2 --9807 960.3 TIC 961.83 959 3 959.7 960.7 TIC ^ "� 958 6 / -__ oan a x 4.4 l j I 2 STOP 962.6 962.6 F////// 961 -B TC TCI. 961: 30 0 30 60 SCALE IN FEET Dated this 21st day of January, 2016 Certified by. ?,orkanson P.L.S. Minn. Lie. No. 15480 'JISUNDE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 r ,� ND SUR>�JNG 952 - 881- 24WestaOffi e? -888 -9526) www.munde.com Mandan, North Dakota 701- 663 -5562 n F17e:2015 /7300 /.dwg 0112112016 Sheet: 5 of 10 5 unn rLN�IL 01 ' 956.5 x957 -° I ' °� I / ` 958. 958.8 9,•8 Nzw x957.5 BUILDING ENTRANCE ELEVATIONS QG AVEL 957.3 982.8 x 956.4 g5 9 . • 957.8 x 9562 959 0 I I x 959.1 x 959.5 x 959.2 / 958.6 958.7 13 zO GRAVEL w S� x957.5 Monticello High School I 956 6 958' 958.8 Y m x 961.2 � \ 957.0 x '� z .� z x 957.5 x 962.9 62,1 11 2 \ x 956.1 a2 W m J - 957.5 x 958.9 57.1 III 958, 7 m x � � x 858.8 x 958,9 9� x � -9575 MDIV TICELL D / l - \ �957� I CON as 1 Door # Description Elevotion(ft.� 69 958. 9577 957.6 982.6 I / 1 x 95 .4 ( 959.1 O1 I x 957.9 0 95a -5 x 957.6 ■666.6 x956.7 xs5a.a h sB.a 957.7 x9576 1 Top of concrete outside of door 963.05 HIGH SCHOOL // e 957.2 'PIN` 956.1 x 959.0 x 959.4 958. // 2 / MQtCh Llhe _ _ _ _ _ _ pIN( _ _ _ �_ _ _ 1 _ _ _ _ x959.4_ I X56.9 9saa 968.8 �S�t� _x9582 _ _ _ x77 _ _ x957_6 _ _ _ Z Top of concrete outside of door 963.05 963.0 CONC (See 4heet 7) 5.•o \ h 958.5 85 x957.7 3 Top of concrete outside of door 963.12 2 STORY BRICK BUILDING BE 962.9 x 959.6 x 956.6 x 958.4 95.7 1 sus 2' / I 1 I BE eo x � 4 Top of concrete outside of door 963.08 X5225 SCHOOL BL VD. s 953,0 l ,7 965. E .0 961,0 9S�\ 1 T =9557 X 958.8 9586 x957.7 967.6 5 Top of concrete outside of door 963.06 / / 957.9 x957 0956.5 I�1V= 949.4(S,N)/ 957.3 \ 6 To of concrete outside of door 963.04 /s 49/ f( \ p N 962 ■ 958.4 \ x SPR y 957 0 959 9 GRA El_ x 956.7 x 957.7 x 957 8 958"x\ �95 6 \ 55.9 X 957.9 7 To of concrete outside of door 963.03 / [:IHCPB 9629 962�_�g627 / b$wV "959AS S I I X x958.6 x957-8 x9577 8 Top of concrete outside of door 963.05 9630 963.0 959 x9 9 I X x 1 � x 957.6 x 956.3 z 858.8 DOOR l 1 959.6 959.4 pKS a; x9586 x957.1 \ x959,2 x9595 x959.1 x958.9 <� 9 Top of concrete outside of door 963.06 96 0 COL•91 l ,,3,333 958.2 x 956.4 x 957.8 /ry gE -C BIBLE 955.4 959. 958.8 957.7 N 1 � I � 10 Top of concrete outside of door 963.04 ��EE 962 91 x 962.6 960. CC CONCRETE 657 5 •957j4� ^ l c0 1' /a 593 Bx TS 9 75 959.3 X `~`Z GRAVEL x9578 ' 11 Top of concrete outside of door 963.09 IJ B -1 57.6 957.2 C3 ' I 9598 959.5 X xssas J J�J I 12 Top of concrete outside of door 963.06 s.5.0� / 96 '�� 55 &9 59.7 58.5 \ xssas r x957.9 x967.8 x957.6 xs5s.l 13 Top of concrete outside of door 963.04 ^ 983.1 963,A BE OVERHANG x 960.9 q2 I 57.8 ss.7 / 9se -o x ss7 -s x 967.2 Is - J \ 14 To of concrete outside of door 963.06 /N TC 959.0 x 958.4 -� x 057.3 x 9 7 9 x 958.5 959 I X 2 X P 2 .60 i z 802.6 / / I / x 957 + ( p 959.0 z 959.4 x 959.5 959 2x 7.9 /1 •b3 OVERHANG 86219 x�i2.l /96\ xg 958.5 5B.2/ 57.6 / x9589 957.0 �135 957.6 P� X 959.1 959.0 958.0 95 &1 _t •° / �g58i TO T rc I !�i I J x 958.5 COLI x 958.0 2 9629 ,-y:, x 962.7 C9'7 957.6 .4 __ -___ J C 0 C R E T E / x 981.0 959.1 958 3 + C x 959.4 J 1 x 95 . \ x 958. x 958.1 1 x 95 B.2 TC 957.8 .4 9 `6 GRDL 957.8 957.3 I ens ` V I X \ \ 92.8 962.9 � x11',59 -D` 958.6 1J�', 959.7 58.0 LP 957. 958.1 x 958.4 x 958 -959.4. I 982.9 g •8 957.6 - �e9574 x95 .7 / 957.9 x 958 s \ / x 959 8 x 959.9 1J no 9506.7 11 X X I 962.4 / x 861.9 / 959.3 957.4 J x 957.1 / + / x a o 1 982.7 962.6 / x 71.2 958.7 / O CB x 957.2 x 57 Q \ p I x 9588 x x 9582 / x 959. I / 1'C � TOP- 56. I 59 6 958.3 x 9662 x sse 1 x 958.4 x 956.7 INV- 50.2 5 960.0 95x1 (()) z 958.4 x 959 4 X m X I x 952.8 / TO INV 950.2RN -F x959.1 980.3 / / 9588 / x\J 957.5 4" 'Ti -957,7 / x 958.3 � x 959 9 1 961.6 / 959.4 / \ x 956.3 958 -5 x 59.0 960 3x z w x959.3 / TC "857.4 / ¢z 9602 LEGEND C-. .6 958 6 .958 2 956.8 9 6.I 95 .3 9 AS k� � 959.8 f PL TCO2 O�Q / 957.6 TC / 95 9 9594 \ \k�959,6 x960.1 Z X x960.4 x956.8 AIS Denotes advertisement information sign \"\ 959.0 z 958.5 x 958 5 x 958.4 x 95 B.3 x962.7 � J 960.4 960.5 0 �� J CRE'/ v X o FOUL J BBH Denotes basketball hoop `, x961.9 / TICS 95 1 958.3 x956.5 956.2 Ti °P�955.7 / / BOARD .0 POLE BBQ Denotes barbecue x 959.5 959.6 ^ 956.9 •4 950.7(SW,N) X X 960.5 COY 958.8 � h JDOV � ucE \ BE Denotes building entrance / x 95 ,5 ,xrir x958.0 x 958.5 957.0 / / x 959.7 1 8H Denotes beehive catch basin BM Denotes benchmark G /96a.s Tc 5 0`�� \ BTL Denotes beaver tail curb x956.7 / / / x960.6 l x 958 9 x958.6 x958.6 x958.3 x958.7 BWB Denotes brick wall base 958.9 957 "4 I x6606 ` CB Denotes catch basin x961.5 / 9597 666.3 I 956.4 x 957.2 / \ 1 CBOX Denotes control box x962,5 960.4 x959.6 65,.4 x959.6 \ CMH Denotes communication manhole TC LP �x � x661.0 CBX Denotes communication box / / ^ / �J / x 958.2 x 958.9 / 1 157.2 0 957.2 956 9829 961.9 961.0 ,,� asz.a 5a.o <` x9569 T 571 x959.5 COL Denotes building column b 959 8 59.0 / 956.6 / / / x 960.1 / \ '� 1 CS Denotes curb stop 962 7 ,Q BTL TC 5 5 \ x 958.7 x 956.8 x 968.8 J CST Denotes concrete step x 959. N x 958.9 DOOR 2 o g5 ,1 C 0 �C ft E T E s6 s 9603 x959.5 9587 / - CT Denotes cooling tower B x 962,8 z 9 959.8 962.0 959. 9 / / � / gg g , g D V UT ' CWB Denotes concrete wall bottom m 63.1 .9 -96'3 IM 08 BTL" 960 x59.4 9574 d .956.8 �C •7 ry \� / xa6o.a x/ 1 \ ''"1 , CWT Denotes concrete wall to N 962,9 /4 x 961.9 m x 954.1 x 957.2 / x 959.9 0 G P 960. 960.3 5 I 57 / xe .s xsse,7 g6� / xasl. � I DG Denotes drain grate P x 9fi2.7 HYD 980 -3 /B'IVQ- S)' 8582 I / x959.3 DIP Denotes ductile iron pipe BM� h TO x959,7 s \ / / -959- J EB Denotes electric box 656.6 x 950.5 I / EM Denotes electric meter / 960.7 ��� Tg�O. / x959.1 x9591 x9 0 x9588 -_z 958.9 EO Denotes electric outlet 7.\ 957.5 x 961.9 ' 9 RC I 962.8 .9626 g• 1 957.6 x 957 4 c .4 959.5 5.5 .1 FES Denotes flared end section I 9 9571 / / 961.0 x961.2 x961.5 /g5g I FH Denotes fire hookup x 60.1 / 1 FOL Denotes fiber optic line �t0 960.5 �% 1 1 MH(P) ssaa / x 959.1 / 1 x 959.2 GP Denotes flag gutter 60.1 958.3 x 959.7 x 959.1 x 58.9 x 959.2 / 9,8 9589 / / \ I x9591 H S 960.6 957 -1 957,6` x 959.7 RC Iis b Tc GEN Denotes generator � x957 "s x857.5 GLP Denotes goal post ro I 9ba7 959.2 9660 x9576 / -960.2 / \ I GP Denotes gas meter ° MCS 96° 957.7 � 5 / GM Denotes gas meter 9628 _ 96 8 LW 9595 957.3 \y� / / x960,8/ x95 5 \ GRDL Denotes ground light -9624) x 961.6 H 960.6 il) / x 961 3 H °) 950. 957.9 b 5g / 962.0 x980.7 x I GW Denotes guy wire x960 o / x 9592 x 959.1 x959,6 / 959.3 9592 x95Bla x95 HCRB Denotes handicap ramp push button 1 Rc •5 ssa.s �� g 6 � ' handicap ��- 9 88 Z 959.2 958.5 x957,6 \ TC7.4 x958.4 0 9605°' 60.2 /951.1 / / I I HDPE Denotes hi h handicap polyethylene i e x 962 e I v 957.9 �l x 956.2 / / I 9 Y pipe 957.8 956.2 9575 HH Denotes hand hole x 961.8 I ese 960.5 / x 960 7 / x961.1 x 961 5 I HHC Denotes communication hand hole z 961.4 980.6 x962. RC 950 / / HHE Denotes electric hand hole J t� 959.5 x959.5 x959.4 x959.4 x9594 I x959.5 HYD Denotes fire hydrant Cl 5.b WB =9621 / x960.4 / 660.6 HHF Denoted fiber optic hand hole x 4 'S 11 962,6 S 959.2 959.0 x 957.8 T° =956.9 x 959. x 9 2.2 `x P / I ' INV Denotes structure invert 962.9 / 950.5 95,9 KWB Denotes keystone wall base N i n x 982.,8 x 9619 0.5. BTL 80.6 � 958.6 5.3 51957.5 TC/.958.2 x 958.7 /as / es 960' O 958.0 01 x LA Denotes landscaped area ' DOOR 3 p 62.8 9629 x962.8 i Z ly° eyes / x9594 / I I 1 LP Denotes light pole 12.9 o DOOR 4 /g 06 , / 960. al /g,5 9530 60.8 TO 9 .1 959.2 - x 959.3 -9592 x 959.5 x 959.4 x 959.6 LP T Denotes LP tank 62.9 •0 BE I 962.1 961.6 x 957.9 _ � / � x9616 x xss2z I � MB Denotes mailbox 963.0 G O f# E T E sl.o xsszz x 61.1 MH Denotes manhole m 859.5 g ,•, / MC Denotes metal cover 963 BE ro K 960.8 980.1 959.5 962.9 ^ 982.9 9828 1 961.8 T / /8. 2�4 a4- 188 � ro � _ x 980.2 / I 1 962.7 '963 0 x NN 982.8 .9620 ; .0 2 m 958.6 9 8.5 858 2 ` x 957 .4 I / x 960.7 962.9 ~�' 6630 '^ 62.7 , x961/2 rn b 957.6 96�' OD AL Denotes overhleadilidoor .3 '3. G3 962. I PL , x961.5 666.3 9690 ` x9587 x959.2 / I I OHE Denotes overhead electric line ,8 x 962 8 3.0 x 962.5 W �9 �J 959.8 060 BE I Ix 961.0 960.0 J � 958.0 9 / P Denotes per Ian not field verified 96.8 ' x956.4 x95 x962.3 ( I 9598 9ss.a I PIV Denotes postpIndicator valve sfiz7 / ` �° \ / / x662.4 PKS Denotes parking sign i 960.9 ^x 660.2 x' N s6z. 659 a GRAVEL x 960.2 UcE d 959 s cs9 °' 959.0 958.3 957.5 TC6D / G 62.6 x xg64•a X PP Denotes power pale I 1 rm 959.3 \ I 1 x 962.5 -959 p x 960.6 x 961.5 111 x 656.6 I PPT Denotes power pale w /transformer x 959-8 x 960.0 0 r9509 x95 3 \ Z \ I - x959.6 - -- - 9603- -- - p with underground ut11 y PU Denotes power pole w' utility X PTBL Denotes picnic table 99 / ssz.a - - -- - - - - - -- PVC Denotes polyvinyl chloride pipe \ x6621 �962� 962.0 x961.5 � � 9 0.1 � x x 960.8 k UC£ ? x 958.2 958• i 959.2 959.6 / 59 9 962.6 96;7 - - - - -- -------- }------ '---- - - -' -- - - - -- -- P / '0 0 980.1 959 7 955.4 / x - -_ -- I 59.8 I / x 1.8 ro ,� 5 TO TO 959.1 956.7 F 958.0 TC - -,- 962.x- x - -- I concrete p 9611 n R 5 LP -- '------- '-- - - - - -' - '- - - - - -- '------ ' - - - - -- �'------ -' -- -- 962.5 9628 y Denotes ribbon cur 9� - -958.7 -- ---- -------- -------- --- ---- - - - --- - -- - -- - -- 960.3 --- '-- -- - - -' 962.2 982 2 GRAVEL x 9 9fi 60.3 %____ x X x Denotes reinforced ssz. SAN S Denotes sanitary sewer ' • 960. 960 2 -- -- -"�------ '-- -- - - - - -- ---- -' - - - -- - / _ x 96 13 RD Denotes roof drain _ 960.8 96 9 x - OUt 1.4 ' -- - - -- --- 'T6 -- -- .5 / 959 8 ° 960.1 z g d / x / x A. X x6616 ------- - - -' - -- -- - x SANC Denotes sanitary clean out --------------------------- -- �'---- x960.6 959. 1 x961.5 9623 ~z tsi x 98x.3 9603 959.9 958 6 x 958.3 9s 0 / 1 J - - - - -x 861.6 - -- - '_- - x 961.4 / x 961.0 i _ TC x 959.4 x 962.6 9fia 2 Bill _ 660.0 Denotes op o surmountable cur l c,� 958.9 TC Denotes top of concrete curb x960.8 �m 966. x 60.0 / x9625 / 'D TICS Denotes traffic control sign m,1 05 960.4 ac• \py TC x959.3 59.3•(09• 958.5 TO X / x961.9 GRAVEL ,.�`^ x TL Denotes traffic light �� x 961 5 cD I J _ 6G } a�,,pQ• 960.0 TC q5 TC � i x 960. q5 'l S�4I J) I �,J / / 962.2 x 960.2 Q 5.1 fill 9606 som 9sos7 sr' xssas , x666.1 x9s1.a x960.2 TRANS Denotes transformer box / 1 1. AG T- 59.4 x962.5 I 960.6 / / / I UGC Denotes underground communication line G HfiYO° rc rn ° ss r x 961.1 x 982.9 - - - - - - - - - - - - - 9616 x9602 964.2 UGE Denotes underground electric line sia x961.6 1 N "BAs / x 1 VP Denotes vent pipe CIR x 960.8 96 x962.2 62.0 60.7 960.7 x 960.2 x 9 0 1 x 960.3 x 960.3 x 960.3 x \ x960.9 x9603 T -959.8 Z. x9596 x9592\ 96 -x'- T x W Denotes water line x Bill x NV=• 956 0 m x 960.3 9` x 959.7 -_ -_ 961.9 952.8 x 960.6 WMH Denotes water manhole \ 960.1 / / i / x 9959.1 f x 9624 -� 1L1- a618 959.7 x95 '9 9825 x x961.8 X e60"1 WV Dentes water VOIVa 960.8 961. 959.6 7 TO z _ 1 960.7 960.4 TC ' TO 95 w 60.5 I 960.3 961.5 0.9 Tc TO / x962.6 9 19 x951.7 m 9664 BAS Denotes Basswood tree TO T�--� 9® 959.8 09502 x 0.0 x961.3 I 9619 x961.8 I 966 -1 960.1 CRAB Denotes Crabapple tree WATER 2 /NE LPCA 7 /ON i \ TC {n TCS \ \ AS MARKED\ 362.1 1 x.0 ' 061.4 TCI.O �96�- d 9 I x 962.3 IS FT CHAIN ,96 \ ` 1 x960.8 9607 „9620 \ x980.8 ` m = 6.O x958.7 x960.7 GRAVEL UNK FENCE 96", 96�6��0" HACK Denotes Maple rry tree x 961.5 I 1 -8" �1P ''T } x 962.7 ree xas2.i 1 961.6 w r 960.5 UNIT POWER ASSOG" ELECTRIC TRANSMIS ION x 96�g 9626 \ 660.6 Denotes ape ree ■961.5 ®961.5 ,_961 4 Z TC LIN EASEMENT PER DOG. N0. 421382 6 FT CHAIN '`�4 9623 �60� 20 FT CHAIN x9602 x960.6 x960.8 x960.5 PIN Denotes Pine tree F. LINK FENCE PINR Denotes Red Pine tree - �� LINK FEN GE `� 5PC8 Denotes Colorado Blue Spruce tree H II \ "SPCG \ 62.2 G \ 6 FT CHAIN x961.2 ` � 961.3 °SPCG 6 "SPCG � � �_ � \I 61.00� o \ - LINK FENCE 962.3 962.3 s'"9 W I 96TC O TO \ / x960.1 962.6 x 2e x x 962.oG �- N ,� 9so.a sos SPCG Denotes Colorado Green Spruce tree 962.6 9fi2.�(` \ x 632 oR s6a.5 sao. s°.s P x 960.5 // x 964.7 \- Fl X X X �C X X / T S x 961.4 x 961.3 x 961.4 962.6 ` x 962.6 1 F 8_ 960 4 AIS I � Z � PR Denotes Spruce tree x 961.4 CJ - /\ 51� I 9so. TR Denotes deciduous tree 961.5 Z yb \� 1 1 901.1 _ 961. - 4 _� x961.3- CH - OHE� _. } 2 11 �2 x 961. I \ 07 x 962.2 7� Ds 1 0 Fa 961. I 662 oP -962. 9628 \ x 9fi 1.8 961.7 p x 9 .I 961 6� 961.1 BOLT SHUT) 9fi 2.6 962.6 �' n y ��,'� �/ x 961. 960 8 9fi I. x x 961.2 988,,1.9 0 s`� x TC J - ~ - OHE - 962 2 952 4 962.6 FOL 96 3 4 966.2 9 9 5.2 1 1.2 x aso.s- 96 /969.9 - x 96 I.I 961 -0 x TC ` 2.9 x 962 z v r �- 961.2 961.3 961.7 \ 1- z ` -i_ 962.0 I �C - 962.0- ._ F, x 962.1\ 961.3 f / / 985 N•9865 Ss l \ ,46'2 Op / " g 9624 9 I.7 \ x 961 3 961.7 C t° PP ` \ _191 -OHE - - \ x 961.7 �62.d- -963- / _ x 964.'3 OHE - - - x 962.5 x 962.5 963.3 963.2 L 9628 96'$.3 X562.0 9822 I 961.3 \ / _ _ x 982.9 -962 -- 64.2 CONCRETE 5 -9/ \3•r_ _T4 x9626 963.2 963.2 962.7` 962.1 961.9 =DkE - 98 B h � • 963.2 HHF \ i x 962,0 x 982.1 x 962.3 TC TO �?�•9 �� -- -_- 963.3 �964� w'0` x 963.5 9 .8 961.9 y J PP i x 961 3 TC- -\ -- - 01-� - -- - B I T U M- / 1 961. 9 B 9�6 I X825 QPERTY LINE x 84.1 964.7 9fi 3.6 96J•3 8fi I N D U S 9 u 963.7` \ _- -i- TC I•S- TCs AIS x B61.B x 963.2 -91 �63•D x 963.4 x 963.7 �584.� 964 4 983 8 62.9 Q -Ot/E - -- x 9 962 S x 962, 961 -8 x 961 2 6q.•3 964.4 - -�v 3:3- -x6 x_ y n Ti ®961.8 982.2 962.2 CONC 964.0 ` 964.1 _OyE / 963.4 963.2 x 96 I 963 20963.3 J- CONC _ c8x-- x963+ 90° 11'' a 9C I.6 961 -9 a 961.9 962.1 TO 9819 -� 5 83.9 -954 984 963. 963 963.0 TO m TC 963 2 963 7 964.3 / s3 63.6 3 B 963 7 IN 963.3 x'963- ' 961.5 962. 1 Hfi 61.2- 962.1 962.4 962 8 B �� �� 1 IN -O I I S - 96H6 tea, �_ 964 2 CONCR 963.2 902 9 •2 2. 961.8 961.5 2 -ssl.a 3- I T i i MJ -N-�U �i -OHE TC 963.3® 962.8 962.4 962 0 Q n -CONC HCIi 961.2 _ 963.4 TG r - 9 . R I LEI Ill 1`_ U? � 98 2 962.2 9 981. 981.8 9 962.4 982.9 -963- �&S HCR � I. 961. 961 1 61 961.7 962 + 963 B 963.7 963.2 B2-y 961.9 0951.7 61.8 -8 /2° RL'P TC 961.3 61. C 9 961.�xG 0 N G 96rr 963.5 963.7 TC 2.8 62.4 TCS 961.2 STS TC 961.2 T 960.9 G G 0 N G 62.5 TC .7 TC3-o 903.2 9�3= I TC TO TO _ X962- 9 1 CONC 70 961.1 961.0 _ 961.7 961 / 62. TO TC - 081.6 D 1. 1 4 /3" RCP CB 960.9 / 961.1 961.3 TO TO / 'g63 - I x9626 TO 9 TL1-7 TC HCft 1961, T ST 5 CB_- � °9 / TOP�961.2 SCHOOL VDR x - x963.3 - +N�956:8(ALL TOP =960.5 � - 963.9 x963.8 x963.2 / INV= 957.2(E, S) _ - - 963.5 x 9637 963.9 x 963.6 / /8" RCP STS 9625 -'� _"963.1 963. x- 963.9 ' =962.0 x981.3 _� x 961_4 x 961.5 x_96z= _ 987 7 x962.7 962,9 _954.8 E W) x962. \ _ x 961.7 x961.5 - _ -961.9 1_ - � x9614 � / 4.5 h - �� - x 962.0 y- y c B T U M I N O U S _962 / 9fi 2.4 3 g 63- 9028 TO 63.7 63.8 TC3.8 96TC �69Qry C (i 61� CBS �I" \�' S"\ CB 63.0 63.2 963.3 TIC TC TC /9 TOP=960.6 TOP =960.6 62.2 624 82 B TG2.8 TO TO TO 963. N = / INV�957.4(N,E) INV -957.7 981.7 62.0 TC TC T TC 61.3 61.8 gF of1 S 981 F 961.3 61.1 �- - ; �� 96211 1 61,A TC TC TC TD 983.0 962.8 7C C TC TC TO I 30 0 30 60 r ♦� SCALE IN FEET r I ' I L Dated this 21st day of January, 2016 I I Certified by. ,oranson P.L.S. Minn. Lie. No. 15480 Z I I I I SU DE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 m m suRiwiNG 952-881-2455 (Fax: Office: -888 -9526) West www.munde.com Mandan, North Dakota 701- 663 -5562 5 6 of 10 Shell Fi7e:20 1 5 1 73001.dwg 0112112016 I 1 , , I \ 4960.1 x 9. \ X959.9 9 9.0 958'7 I l G 97 'I x960.2 LINK FHCE _ SPR + 9 "PIN57 BUILDING ENTRANCE ELEVATIONS 957 SP 9 0 x 960,3 x 960 I ST'9 9.9 9.9 958. x 958.4 TC x95'2 TO 959.5 PR 96oP Monticello High School - I I ' ® 960. R BOARD \ x 960.1 x Sao 2 ORE 4958.5 I ' x95.3 ®9018.4 +959 x960.1 9599 599 9598x� Door # Description Elevat !on (ft.) J EDGE OF MOWED GRASS q_ 9, "PIN I �_44 /SPCC 8 -'V'V 957 9 9960 I 96 . T�"SPR k 959. I 958 TO I- - \ / ■9s 7 - \ (BOLTEXSHUT) I Top of concrete outside of door 963.05 958.0 i " PR k 0 TTaP =959.4 959.9 X 959.9 959.8 ■ 959.8 PKS 957.0 957.0 _ Match Line �"�x�,,92.59.7 g x��_ 4'e moo- 2 Top of concrete outside of door 963.05 MH NDPE sr S (P) x95 / x958.5 See Sheet /0 - ssrs -' 9•� 959.8 959.8 3 Top of concrete outside of door 963.12 TDP -959 18 LP I INV= 949a(E, S} 6585 � x958. � 2960.3 110E Sg,g GRAVEL 959. I 4 Top Of concrete outside of door 963.08 958.5 958.3 \ % / 59.0 ST 6 5 Top of concrete outside of door 963.06 958.6 1 / 960.1 9 .6 9620 �g61.,�- 96� - -c' 1.z /959.1 9594 mss 958,9 gh� i s.5 =4 "ASH 6 Top of concrete outside of door 963.04 959.7 959.5 960.9 -- 961.6 _ / x 959 4 959 5 959.4 80 958.7 959.5 959.6 959.8 959.7 957.5 957.7 9 .9 958.3 60.2 � x959.3 7 To of concrete outside of door 963.03 960 x s5d I P Tc -� 98 . 959.7 p 957.7 / ; / / x956.8 -r 9596 B To of concrete outside of door 963.05 5$' 95 &6 B x9582 ® •958.2 8.3 958.4 ®958,2 4 58.1 x958,2 -` D 1 °958_ / -z 956.8 / 6p / / 9587 9 Top Of concrete outside of door 963.06 �g (2)7" PIN 'P �- _ 8.7 x•958.4 6959.2 95 - =r. 7"FIN PIN IN}-6 "WIC- �i -- (�{jg"pM - -bcV"' PIN / 9565 / j 59.9 �� P 956.9 958.9 ®9 .5 ®956.6 9.5 - 958.6 � "PIN PI I ""V' -� '^V'^ G J GRAVEL, 9so 5 PIN r g'P IN i y� aSTC 60 0 ST 5 / -7 _ 4 858.1 0,928-4 ■ 958.7 : J i i I ®958.8 958.8 y _ ,, < , L g 4 -6 "PIN _ 'V�N / / 5 R / -8 _ LIN p . PIN "PIN i 90 "PIN 'PIN ,V,� "PIN (6)5 "PIN 8 "PIN (6 }5 "PI °P =N "'V"'��PIN PIN 'V�'11 �yfi•8 9 I 567 X 9574 9575 COr1Cr 0 Or �� J ^ ¢" CP x958.6 x957 957.3 BENCHc o O concrete outside 0 door -957- - �,, y6 59 s ,G�g574 � -�C I I Top of concrete outside of door 963 09 I "D /P W 957 OE 9 / g 5 _ x �g 12 Top of concrete outside of do 963.06 956.2 95 . 956 -6 956 TC x 9 . / / 59.6 / 9 `Z`F� '�^ 957.1 957.3 9563 956.2 TO TO / v 5 13 To of concrete outside of door 963.04 9 TO T TC \ 9 x 958.8 957.4 P ' 957.0 956.9 956.7 ` TO TO UG£ H 95By 957.3 57.1 TD TO 56 Tc ' 957.1 .� / x ®sg, 9578 14 Top of concrete outside of door 963.06 958.1 957 8 5 1 -- x 955.5 54 "xRGP STS / G TC TO 907.7 9507 -5 8@ TO 9 B" P SANS x 855.9 x 956.1 16 FT CH.6{N -- -� MH BC8.0 i ,i 7C TOP= 56.5 x955.7 956.4 NV- 943.4(W,N) / 957.0 9 8.0 i �9 INV= 45.1 E,S 1 x 955.8 MH 1� 957.0 LI K NCE x 95615 9 2/" RCP STS Uy TO =9 X956'_ 56.6 x 956. x 957.2 ( ) 986"0- -p0E' x 955 8 x 955 7 � MH / / / �j g z 957.3 9 _ x 956.4 -x9*7 f98 xT _ INV= 946'4(E �- INV =946.3 - -x9572 B 1 T U M I N O U S y L Te -957 TOP =957.7 / -1 x 958.5 z 958.2 i 2/" RCP ST 5 INV =946 5 /- -x 957.4 _ 1 \ 956 a 856. I 956,7 x x 957.4 , - 955.9 g TO •�- �5�- is x 957.5 957.8 1- x 957 7 � \ I GRAVEL x958,3 x958.4 x9 2 x956.4 TO UGE Cg_ 955 8- ��•4- STANDING A7XR x 9586 956.4 56.3 856.1- 1,�0 L TC TOP =954.9 TC TC TC C577OOCS 957.8 / 58 / Z 9568 B5 956.8 , Tt^ -- -- -rtT \ INV =946.3 9 W 9 7.4 957.2 957.1 - _ - T- -7C -re- (STANDING WATER) X / m - 576 �e- - �� X--"�X X X X 956.8 X ssa s 6 FT CHAIN / 957.9 / 958.7 \ TC7 6 1 X w X-- -X x 956 3 955.9 x 55.8 955,9 \ 956 4 9I 57 0 X x X X� LINK FENCE I� X z 957.1 -957.4 x X 956 9X X x a+ 956.4 X X X ,p h 950. 956.8 z 957.6 u-�M X X 956.7 6 FT CHAIN 956.8 X - -.yc ,. ",,,/ y 956.9 ) �g X 9 7 6 957.4 95713 \ .o a m -- �'ZOf�s/ / -11E9P7.6 95 7.8 957.9 mcgo 6 Fr CHAIN \ LINK FENCE 957'8 957• 857 9 X 958.4 X A 9 /s Fr�HJJNJ_T EASEMENT FOR UTILITY AND DRAI� AGE LINK FENCE X956- - x555.2 / / 5716 + �� LINK FENCE PURPOSES PER DOC. N0, 71982$ I \ Xr5� 956.0 x 957.2 958.1 956.1 B��g4y x(957.0 x956.5 / TC 956.0 1 x 958.1 , x 958.5 x 955.7 x 955 7 _. 9 .6 x 957.5 cI P it `aG 957,5 x 950.1 16 FT CHAIN C � 0 9578 I X / x 95r x 957.5 / LINK FENCE y's' I x95; x 958.8 956 7 / x 957.5 1 x 957.3 \ x 956.9 x 956.3 x g .1 x 955 I 957.8 LEGEND _ � 958. ' x�� 0 ` X 955.2 x 955 B / x 956.5 I x 958.4 x 958 4 I y ' ` / x 958,2 I J x 957.1 ' � y 957.9 / x9529 x957,6 3 x 4 9 x 955.6 x 956.4 957 / 957.8 h x95- /y x 957.2 957.3 x 967.7 /95 -Jj9 ' ` x 956.9 y 958 3 958.4 \ z 958.8 v z 959 I x 956 580 IX x9587 I \ I \ x958.8 / I GRAVEL ) r I AIS Denotes advertisement /information sign I \ x9576 C x955.7 x956.1 x956.4 x956.7 x9569 x / x 559 BBH Denotes basketball hoop 6' TO 957.2 x 957.6 x958.4 1 - i x957.2 i� xg 4,8x955.3 I ` ( _17 X h BBQ Denotes barbecue 1 x957.3 x956.6 v l x958.1 957,7 =w j 9572 BE Denotes building entrance I � 954.9 9578 I x957 -o BH Denotes beehive catch basin x958.1 x95 \ zw 6w / x 958.2 \ ', X 1 x 958.4 W X a I I '` 956.7 x9 7.9 958-7 -� \ I x957.2 \ I xW I �Y / x957.3 BM Denotes benchmark � \ I 957.9 x 958.5 g c+,,� cp z X x 957 0 I �x x \ \ 1 x958.5 I u m� x955. BTL Denotes beaver tail curb ` 957'2 x 955.5 x 955.9 x 956.2 x 956.6 9 9 x 957.4 �Z rn x 57.1 BWB Denotes brick wall base ss7.a 958.2 �- \ i 958.9 x 958.0 ~ x / 959.0 X GR VEL 1 CB Denotes catch basin TO I x x5555 1 xa5s.e x5572 CBX Denotes control bo communication box � _ x 957.8 - 954.6 ®959.3 ; 9 x957.8 x9sea x x CBOX Denotes control box Fp 1 Sgt x 958.9 x 958.5 i \ 957- I 9155.9 7.0 J 11 ` x959,7 I \ yy//��95 o x95 Sx � x5584 1 956.8 571 � CMH Denotes communication manhole x95 I I X II x957.6 / /J 957. x958.5 \ • X 9553 / I X 958.8 � \ I x967.2 COL Denotes building column 1 i i95�5 x957.5 0.J I GRAVEL x958.4 I 1 CS Denotes curb stop \ / x957 -9 I I I 1 x956.9 x957,1 \ CST Denotes concrete step Q g58.4j \ I TO I ®FP9'fi x959.4 1 � x 958.3 x 858.1 ml 954,3 � 557.0 x957.3 x557.1 CT Denotes cooling tower \ x 959.5 I I X I I X 1 a!: / x 957.9 x 957.3 / x 955.5 x 956,2 x 956.6 { x 957.0 x 957.4 1 58.3 / / CWB Denotes concrete wall bottom a?I x958.5 'D 1 9 •s 958,4 1 CWT Denotes concrete wall top -i /x959.0 x958.6 rn: 957.6 x97 -3 x956.7/ DG Denotes drain grate i / 95 7x x 955.4 �� xg 3 Di ®959.7 r7i '1958.2 x957.4 x95 7 54.2 ` /8'0 \ DIP Denotes ductile iron pipe II X FP I / �GJ I / x 9572 / i < 954.0 x 954.8 \ ` Ohl x 958.3 \ I 956.7 1-95%0 / \9,S I EB Denotes electric box s5s.s x EM Denotes electric meter 955.4 x955.2 95s.D x955.9 \ \ 9570 x 957 4 EO Denotes electric outlet 9 B.B x 959.0 i / x 957.7 / x 956.9 I J x 957.8 1 j 957.0 TO x Cz x 958 0 ` l Ix I FES Denotes flared end section x9583 x957.3 FH Denotes fire hookup J ®959.9 x 958 I ' / x 957.5 x 957.9 \ I I I 9 7 -O / I FOL Denotes fiber optic line x958.3 x9575 \ FP Denotes flag pole -9 .6 I � x 958.6 x 958,2 x 958, I / x 857.9 x 957.2 / x 655 5 x 955 -9 x� I I X / i �� / I / -956.8 x �5s 3 95 .0 1 I I J 9 X 7 G Denotes gutter / 9534 x95 -9 / I x956// /.8 x 55.4x Ip558 x956.8 x956.9 x9569 y x957,2 GEN Denotes generator x 957 3 / x 956.5 I 51. PQ I I x 958.5 I I ( 7 / I GLP Denotes goal post 9 TO91 IX I xg58.5 x957.9 ,i h / I ss.o GP Denotes gas ard east _z u , , x 957.5 Ol x 958.4 953. 9 4- 9 P iLL 1 / / x957.7 4957.5 / / x9556 I - 953.1 x9507 I I I I I 9�.2x x I GW L Denotes ground light 958 /x 956.9 958.0 95 ,8 x 956.6 / x 957.3 I I I LLZ I ,I 58.0 x9566 C9 FFSET, eDLT D `957-8 I V= 49.6 954.1 I / guy / (t > I I J I HCPB Denotes handicap door push button <� 1 x 956. 1 I x 956.8 P P x I 1 / /95 x956.3 INV_ 468 x9576 I x956.8 xs�7o xx572 HCR Denotes handicap ramp 959.5 1 x I x957.1 I J915.6 x _ f HCS Denotes handicap sign I I x9sa.s ss7. 9 49 x 4a x988,5 HOPE Denotes high- density polyethylene pipe TO I 960.0 I ' I x 955.4 x 958.0 x 958.6 x957.6 x957.5 x957.6 I � I I I HH Denotes hand hole O 6D_1 i x 956.8 I x1957.3 �b7:1 x956.6 x956.3 d 95 4 I ` I HHC Denotes communication hand hole I 1 x8588 \ -"� y x956.3 -, 956 / f I x 958 4 I I cn I ( HHE Denotes electric hand hole _ 956- l x 959.5 x 957.4 9555.8 ' -� x 957.7 z 9568 J �_- x953. x954.2 `%958.0 x957❑ \ x957.1 I HYD Denotes fire hydrant 1 x 957.3 x 9572 x956.6 HHF Denoted fiber optic hand hole \ x I 1 I \ INV Denotes structure invert X 4F CHTUN y,3 / 955.8 1 I I \ KWB Denotes keystone wall base w for LINK FENCE i � � � � X957.7 � � , x956.1 x955.8 C9' m10 959.8 x 9�J3� - -959- '� _ x 955.6 955 C x.4 MPL x 955.1 x 954 2 .9 ' a9 .0 960 '"` ° x 953.7 xssss \ LA Denotes landscaped area 4960.8 �' - G1^5 x 960.8 _ Z �_ \ x 954.4 95 .6 x 955 -2 -95 757.0 x 957.5 x 958 4 955 4 PR , -9625 �xy57.5 x954.4 1` \ x57'2 x 955 \ I LP Denotes light pole x 0.1 /..� 62,7 TO 9HY0 Fez~- x96 .4�yO, X961 -� � ifi, ��591� �z9575- ` ��956.9 \ x 103 / l I \ 1 I x x956.7 x956.7 \ x957 MB Denotes mailbox 4r 955.2 956.0 LPT Denotes LP tank x 956.8 e 961.8 , W*4ER_L1W L40CA 110111 I I MC Denotes metal cover 961.3 x 957.3 860• I ��� SPR "SPR x 961.9/ 962.4 2� I � \ x 956.3 (\ x 957.9 x 958.3 � TC TC \ \ 95x5 11 I ` x956,9 MH Denotes manhole 961.8 � AS 1/ARKbD� WV 9J42. � xggq,2 x956.7 x 961. 961. 962.5 x 962.5 ` i C O N L, 961.6 x 960.8 4 95 q I 960.4 981 -8 \ g I 956.6 56.9 MRAL Denotes metal railing x 982.4 _ I x 957.8 � � TO CONIC DarE 1 -8" DIP w 1 1 7 "Aral 1 9 x955.5 x wVE \ 1 1 I DD Denotes overhead door \ 961.3 962.7 951,9 961.8 958.0 x 957.0 I I 955.4 .TED SHUT) 1 961. G \ 49 9.4 \ x956 -e x x x95 s 0H Denotes overhead electric line =960.6 I 961. 8" PVC SAN S9 2.7 982.8 962. MH(P) -�•�\ x 954.6 I 955.7 962.9 6629 BM #9 \ PIN \ \ I x'953.9 x 957.5 I l P Denotes per Ian not field verified 9 .5 962.7 �• 1'(�� l // \ 53.9 x 955.0 x 955.8 � x 956.3 x 957.0 � l � P P / TC OAK TO , 9528 C 0 N C R T E t 1 e 61.1 \ \ ' PIV Denotes post indicator valve 962.0 1 ' 'PIN ` - 9 .I x 959 5 953.1 5530 1 \ \ �-"- 3 _953.8 \ / I x957.3 PKS Denotes parking sign \ 9514 '� 962.7 �E3 963.1 BE 962.9 .' X 955.7 'PIN \ I I x 956.3 x 958.6 x x 956.9 961.1 TO TO 962. x961.6 96D.0 X \ x9582 1 x 55.8 956.9 1 I PP Denotes power pole Pim -y\ 957'X7 PPT Denotes power pale w /transformer x 962.2 0 4 FT CHAIN ` 9608 960.8 / LINK FENCE & xgrr , x9 3,8 x953. x9545 \ \ x957,1 x957.6 I I x957.8 1 I I p� PPU Denotes power pole with underground utility X ` x 955. I x 855.6 x 956. I x 95 .6 / h 1 7961 �/ 9627 \ x�„�x- 61.3 61.1 x8592 \ x957.7 PTBL Denotes picnic table / 96 -x \�gy1g 1 1 I I I J I I x957.3 PVC Denotes polyvinyl chloride pipe Yr II I / I x 9664 x 956.5 � 10 RCP Denotes reinforced concrete I ` I RC Denotes ribbon curb pipe \ \ h I 05 I x 955 7 986.0 N SI / I x961 I 9622 PIN a RD Denotes roof drain TER LINf LOCAT/ON961 4 x 961 x 962.5 F 962.7 \ I x 60.3 1 � � h ,p, 957 0 (1� AS MARKED / 952.9 x 962.3 \ / I /�Y5 1 956.5 956 6 x 956.8 x 95 .9 V x8922 x9584 x958.5 x955.8 956.4 x957.3 SAN S Denotes sanitary sewer 961 963. 962.E x958.9 \ \ / ' �I� STNSO Denotes storm sewer x 961.9 x 9 I. I x 957.7 956.7 � N y .6 TO I 901.7 N oo 1.6 982.0 o y \ D 961.5 TC � 953.4 T k„'+ 2 \ \ \ A 953.5 PIN x953.7 x954.6 x956,5 I x9576 I \ I 95 0 \ STC Denotes to of surmountable curb O y \ x9 x955.2 x9 g TC Denotes to of concrete curb 961.4 961.1 x 96 7 \ x 95 8 � ■ 95 3 / x 957.1 p x 58.0 961.7 r 962.0 Z 9E' ,P N x 957.6 x 9 6.1 h a \ /r 1 I 958.6 9579 $ x857X x956. x956.9 x956.9�� TICS Denotes trafflC control sign TC TO - x 952-4 z h I x 962.3 \ \ ` \ ` / CB (OFFSET, B LIED) 958'7 / I 1 J/ DOOR /3 TOP = 953 -3 / zU 956.9 / TL Denotes traffic light -•9512 _ 960.9 96 D. U I� v 1 9 2'9 x962.7 x961,7 �p INV =947.7 'SW I I x95 .9 58.4 X z TRANS Denotes transformer box 961.1 Z lam- (V 147 SSSIEILE] GRAVE GRA EL 956.9 x957.2 I TC g •0 1 A. LIGC Denotes underground communication line O 95/.0 9 1 GO / 957.7 LL Z 1 I I I�� x I UGE Denotes underground electric line BE ® 953 D Q- P 956.1 u W X x 957.5 VP Denotes vent pipe e U CO \ 9630 U \ \ 1 \ \ 1 7'pIN l I / w W Denotes water line ro_ l 960.9 9s1,s Z rc I x 956.6 961.0 CB \ ' O \ 9521 x91.5 ` z9�6.5 95PIN x953.1 x953.3 x954.3 x9549 x955.6 1 x956.2 x956.8 G x957.6 x9595 x 58.0 �Z 956.0 I WMH Denotes water manhole \ TOP= 960.2( x }961.7 \ x \ x 958.1 X 961.1 TC INV =95x.6 w,E v 962.8 \ 95711 9so. WV Dentes water valve $$ 957 -B 956.5 x 956.7 x 956. B x 956 8 x 957. I l5 "RCPS S TC 61.5/2 RCP M`H 961. ga`� MH(P� x 962 6 x9624 "RGQ1� \ X z x 57.1 BAS Denotes Basswood tree \ \ \ 'S1 \ 1 \ - I I I \ v CRAB Denotes Crabapple tree 0'9 960.5 ewe TOP 861.5 UT} N xg58.3X I I HACK Denotes Hackberry tree 5505 c \ I rc a 963.2 9152.9 963.1 963.1 9 3.1 552.5 962.7 MPL Denotes Maple treeree 9612 \ - WALL \�j� // 88.0 9628 \ 1 \ \ 1 I I \ 579 Z •9 7I 956.6 856,8 957.2 PIN Denotes Pine tree 958.2 957.8 x 957 -fi x `` ¢z 8572 PINR Denotes Red Pine tree 961.3 x9607 ODOR /4 d x9628 x61 1 x 57.31 1x953.7 x953.4 x954.3 ' x956.3 x95p.9 x957.4 x9581 x956.5 x958.5 x958.1 )g57a F =z _� 5PC8 Denotes Colorado Blue Spruce tree TC 9W65 y x95 9 x955.7 I) / wr 9566xa� z u� 1al.a 961.1x1 �\ 6WB5 960.6 1 1 \ 8 FT CHAIN m� I �Z W WZ x957,0 x9 7.0 SPR Denotes Spruce tree \ 1 1 1 I I � \ I SPCG Denotes Colorado Green Spruce tree x953.5 1 LINK FF/(•lCE w m X �x x956.9 / 961 861.5 960.1 960.3 9629 x954 x9557 958.0 GRAVEL /9579 " 5790 957 956.7 \ x957.2 TR Denotes deciduous tree HCR 61 B TC 9602 �-^-� 1 \ \ 956.9 TO TC TO a 961.7 \ 1 1 \ \ / 956.6 x 956.3 / 957.8 957.3�z < 9 .2 GRAVEL 958 O x 958.6 F/E/� 857.8 { _ � 956 9 0 N C 960 ca \ x 954 2 ` FT CHAIN LWK NCEIN �� 957.8 `, IM PL 2D 2D FT CHAIN / ,� 1 957.4 8 FT CHAIN \�``'���..��r--'''}� C LINK FENCE 1 JJJ��� J Plv I TN \ x9$,1.8 1 ` x 57.3 \ \ 9 LINK FENCE O \ AI 1 981.9 x 9627 1 ` xt364,p x 957 2 957.7 UNK FENCE \ / 962.2 a 2r 1 aw 959 B \ / x 955.1 x 957'8 958.5 I a 1 p�0' tiC FT CAIN I / 6 FT CHAIN \ 1 ` ` \ - 955.1 x9 X X - -w 958.6 958.2 58.2 9501 957.9 -_1(L 957.8 958.7 X ��` 5 958.9 INK F CE LINK FENCE 6 "MPL 957.0 _ ?� ti 1 � 95-L Iv � CH 958.2 957.2 X X ---x -- x57 4 2S I 962.7 62 5 TRENCH -DRAIN N a 854.4 x 954.3 x 956.7 \ 958.5 957.1 956.9' 957.1 x X 957 2 X 130 "MC TC 959.8 \ 957 3 BENCH x 957.8 Q 959. 959.7 x 962.8 \ '/ 'r'SPR x 955 -4 \ x 957.1 x 957.7 x 958.3 958. � 957.3 957 1 oI ,1 "MC BWB 1 ` \ \ \ ` y / / x 958 4 858. X57 -D 95 . -957_ yL -Ia _ 959.8 62.8 962.6 963.0 UT - - -PVJ-- - - -959 °i ` • 454P 95 / / / / /g58' 9�.r '4548-L / �`\�� , 358PL \ 9y--7- x 958.9 x 956 x 957.3 MH 982.81 962,8 9628 962. �� - -- � --- 6 FT CH AID H BWB 1 O \ \ �_ / - x•9�8.D If / O { 1x9 �L NR F'FNCE 9629 I LOADING DOCK 9 1 I \ 957.7 - r I 9 T- 0M .911.6 1" 958\9 x 955.2 x 955.2 x 954. x 955.5 / / 959.91 BU /L D� G ti GP�IjQ i x 958.2 \ FP 0 957.7 -•957 :-1�7 .0/ O �0 963.1 B�3T B6 2) OD3.1 x 962.9 x 98 2 956.1 x 958.8 x 957.5 K 958.1 58.8 R 957. �\ 957 I w BE BE BE BE 96 .I 9629 �'J �. x 57.0 x 957 fi 958.2 958.6 I 4 p I f� L PL x \x 998.2 1/GE - -- - - ='$- - 957 8 956 -9 x 957,3 / D h g7 `Z' I I 1 1 �'' / / 95 •9 959,359.1 KEYSWOLL/ 7R l / DOT /2 co \ �959.o CONZ� x 959.0 957.1 UGF' / o 1 x g57,7 x 958.1 1 58.7 958.0 / /Ojh x 957.2 1958.8 .1 .2 I x 057.2 1 959.6 959.6 x 959 4 959. 3 PL 9526 LINK FENCE x 958.2 z 957.6 N � \ � / /x 95\8.2 x 958.7 x 959.2 DUGOUT � 957.8 BENCH 957.3 962.9 r0 �1 1 1 \ x 58.8 9572X 57.9 1_ / CONC 9 9-0 \ _ /.3 l 1 =55 9 55.8 9 5,9 X GATE X X 959.0 � c x > al 958. 958.5 968.7 X C' X Xx- 957.4 5�' x 61.4 x 056.3 -� fi FT CHAIN 959.1 959.5 959.6 959.6 D Ge' 957.6 957.5 957.5x x 963.0 x 962.4 I ,x 958• - x 956.4 /x 9 7 0 X /LINK ENCE / 958.8 Z[� 957.5 8p{AIN CHAIN / ` 9�9 959.4 AFT • 95 4 \ U� LINK FENCE LINK FENCE 957.5 I 1 x 956.2_' 1 20 FT CHAIN 3" L x 857.4 ■ 612 1 \ s "PIN I 111 / GRAVEL LINK FE610E 8'm 857.7 20 FT CHAIN x957.4 x957.4 x957.4 958.5 x 957.0 LINK FENCE \ G R A V E L POLE I / ssa 95x.9 s�7.5 N 1 I 962.8 x 956.4 x 957. x 957.8 x 9592 959.0 957.3 95�i.9 x 959.1 z 959.5 x 959.2 958 8 956958.9 z x a GRAVEL x 957.5 o I 0 30 0 30 60 956.6 A56.9 s 1- 957.5 x 962.9 62 fi 1.2 2 957.0 x 82 W z �• z x 957.5 x 957.5 ggg 5p 956.9 -9569 957.0 x X/ l x \, 57.1 x956.1 I I I I \ SCALE IN FEET / �, �O 3' P x 957.5 MOIV TICELL O � x 956.9 / - \ �9S7� 962.8 / qTk ' ( / CON � 958. 957.7 957.6 HIGH SCHOOL / 956.5 x 956.7 X / 6 9 x 95.4 x 957.9 x 958.4 1 959.1 p� 950.5 58.4 957.7 x 957.6 x 957.5 _ Match Line ( 8561 x959.° - - - - - / - - - \ \ - - - - a 95PIN \ _ (3��� x - - / - - - 1 - - x 959.4 - x 959 4 _ I X58,9 958.8 N' hd,C,d _ x 9582 - - - - - x 957.8 - - - 963.0 CONO (See 4heei 0 D 9.55'5 L '(�� 1'(c s.5 x957.7 x 7 7 2 STOR Y BRICK BUILDING BE x 956.6 x 958.9584958,7 1 962 g x 959.6 #5225 SCHOOL BL VD. 978 .9 9630 / 1 \958 \ l Cp= BE Ea � X 957.81 (.GRDL 9E I a 961.0 \ x957.9 xg 6956.5 T 955.7 958 9585 `\ I x957.7 Dated this 21St day f January, 016 x 96273 / • 958.4 x 9 \58 SPR I V= 949.4(S,N 957.3 Qj 959.0 x 956.7 I z y y" �' v,� 957.0 h GRA�El_ \ 957.7 x 957.8 963.0 9629 862.8 982.7 •959 8 QS = 957. S \ 55 9 X 957.9 i /HBO aHCPB , `-�~ AS x9 91 \ I x957.5 I x959.3 x9 X X x958.6 x x957.6 x9577 I / Certified b . _ QOaR / /•p�_ 958.8 1 c� 58.8 z 959 2 \ X958 9 zw i - -1! ,per 959.4 x 966.6 x 957.1 x 959.5 x 959.1 v a 957.8 ark S. Hanson, P.L.S. 0 9891 / 959.6 56.2 PKS x 956.4 x z 3.0 COL I 961.6 95 9 957.7 iN ' I �/G£ a W / oN E C62,91 x 982.8 I / Q 9so. TC rc CONCRETE = ss7�4 N y l I ST B 957.5 959.3 J� x Minn. Lie. No. 15480 959. _ _ . 57F O5] 9 957.39 IS T / \ 7.5 I I 959.8 955.5 \ X J GRAVEL x9s7b I I SU DE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 m m suRiwiNG 952-881-2455 (Fax: Office: -888 -9526) West www.munde.com Mandan, North Dakota 701- 663 -5562 F17e:2015 17300 1.dwg 0112112016 sheet: 7 of 10 5 1 -9575 x 957.8 •958.2 x 958.2 x 957.5 1 � �F I 957.6 x 957 8 x 95 �9 x 958.2 x 958.3 57_6 _ 957.61 x 958.4 x 957.1 7 x 957.8 x 958.3 x 958.5 i7.6 x 957,8 1 / x 95& 1 x 958 5 x 95 &8 x 956.9-- -4581 �I 958.1 1 x 958.2 x 958.6 ( x 959.1 x 959.0 \ \ yaa 9 n x95 7 1 4 4 50.3" - /INV =946 6 5S)w) \ X N I x54.1 T "�• mr a I 953.2 95 . 953 6 99524 T INV =944.? 1 9 2. _ N l m �r T- 952.8 W \ TC 6 958 -3 m 3Q 957.9 58 4 955.4 9 -, 9127 STC953.0� TCS C 'Q� INV =94 B 932-1. ) x955.6 TC 956.4 57.0 957.6 x RD ox 9 .I CDNC TO TC DNC TC TC "i r 58.1 x 955.5 55.0 I ON -0- \ 957.6 95 I 6.4 95 952 m° 9527 y 954.9 955.3 1 X 957.3 957.8 957.6 958.0 / �- 50.5 CB (DRYWELL)�x957.6 957.9 I 955. 9�C4. 5 R `52.4 C 0 N C 52.7 952.4 C 1 TOP =957.2 x957.8 I 1 957.4 TC ` 955.3 _ Cp S 'S co I STC STC6 STCB &x 2/ x954.4 is INV =955.5 N 9569 .9 *2 065.3 S TOP -952.3 x X 952.8 95952.4 TOP-952,1 ry 9y INV- 948. I 952.5 4 x955 -e �� In TOP -954.7 952.9 952.9 9SZ.8 952.5 3 INV=952,1 / 5; x957.5 Op a ry 957.5 INV =950.6 TC 1\ x 3 2 j 1 x 955.7 x 95 ! 7 U Tc61 \ z 957.71 h U I ? 9 .9 •3 M 95 ®�Q 1952.3 x 952.7 x 952.5 TC O Z _ _ _ _ Match Line 45 _T VIEW z x 957 2 956.2 955 5 �` N CS I G x 952 9 io / 956.2 \ _ _ _ 952.6 x 952,6 _ _ 955,2 x 955.4 1° m U `� _ \ Z�54.7 • 958.4 95 .3* 954 3 x 956.7 \ i 3 I RD 957.8 - 95 5 Tc TC TC TC 6 T 3.1 Tc 1 \ e ELEMENTARY SCHOOL 5a. CONS W - - - -Z - - �� 952.6 '9 4 3•0 952.5 \ I ASH 958. 957.6 HHC\ 952. TCS 952,6 LP C 957.7` 955.1 54.0 TCS 3 x 952.5 9`3.2 x 953.`0 CAS 9�. l STORY BRICK BUILDING W 957.0 T TD 9579 957.5 H TC 52.5 rn 525 TOP =952.0 1 1 x954.1 cp ,9375 PENNING A VE. N.E. 957,7 I Tc 54,2 9 4 N -1 / °I TC Z 955.7 - 5 GAS ce TC x 9523 .958.4 95 I 5.0 m 955 1 953-2 INV= 945.1(N S) m 955.0 rn 0.3 957.9 957.2 954.5 956.0 956.5 957.2 x / m I I TOP =951.9 / �n 954.2 giL 95 .5 1 I TC 955.4 958.0 a 957.6 O ^ 95 TC \V =947.6 Q, 9`2.9 h 954 2 655 2x 55.3 955.3 C D N C E T E HCR o DOOR J z 957.5 () z 95.1'- U�j \ o / 952.2 II BBH 8TL 56,0 956.5 57 2 957.7 `off 58.0 9`7.0 955.4 95 .7 a I I I y� N TO N I 955.7 CON` Ucc dr, 1 1 9.4.5 954.9 T \ ^ P 958.0 956.3 955.9 952 x 952.3 - I 98 B5 .4 954.3 TO cp x 955.1 x 956 2 x 956 7 \ a 11,, 9591 g 954.0 1 W 1 x957.1 • 9584 �'4 \ I �° I CB �DFFSET) 1 x�„R� 952.0 TOP 951.7 952 9 952 8 /8" RCP x 956.1 TC 1 1 '� I .3�5 A88.0 957 3 TO �5 -60.4 \ 955.6 9 1 I B ST S 9557 \ -r• ` INV - 947.7{( s) TO TO STS �/ x 95 . 95 Tr o INV 947.2{E2.2 P -951.5 MH 1 I I U 955. 957.8 ODOR B B C D N C 955.7 a o x9 4.3� If x9522 1 V =9470 INV =9467 W 959.3 x9'56.5 54-3 CB I Z .956.7 95 - ^ x91 &0 95 HCR 956.2 x 54. h I o y to 954.8 B 958.5 v h INV= 945.7�iJ,�} TOP =953.3 954.2 54.8 p }rte^ -�� Q- 957.6 1 r\ .o TC yyy I INV= 947.8(N, S} U �.g560 l 15IASH V �O CON` I 5 BIT 9573 X 953.7 I / p x� 956. I ( AIS V I 2 0 h 1 1 I I 9531 TC5.6 \9 Q °' 957.6 0; 95 . TC x 955,0 S 956.1 955.9 I I 'vx 7C yrO 6 956.0 MH G 957.7 95 1 aw y T�2- 952 7 ti 1959.11 x 56.3 954.1 954.9 ~G ^ HYD 0956.1 �z 957.2 4.0 957.7 957.4 \ TO � I I TC 1 I 955.6 12_ MC 956.6 m- zi WV 956.3 O1 I `T 95 TO l I V =951.5 BBH zl w ■ N 9`7.4 UGE 955.9 PPU I x9521 INV =9421 X 958.4 X 958.5 9.0 X 959.3 x 959.8 l 954. r hti h, '1957.1 95 .5 h 0 `o - 957.8` 957.5 � cp U TOP -9511.155 L 9520 I 9`4.1 .953.81 55.4 666.1 CK 9 0� �Q 5 . 957.8 u7 1 U �I I INV =947L6 f' / X955.3 3 LUADI G \ o 956. 95t,4 TO II 9626 TO ff__W TC 952 -7 in 00 TG 9521 TD 1 LEGEND x 955.2 956.0 x T m 957.7 T S 540 95411 957.6 957.4 956.9 -T- Lp 954 955 956. 955.8 656 RD CON` 956.6 x 9 Q 957.7 TC 4.5 - x b58.8 x 958.6 x 959.1 x 959.5 x 959 56.0 954.5 Oj� 954 2 95 DOOR I S f 18.3 / 8696 CON "� o ONC � I I J X952.2 3 AIS Denotes advertisement /information sign 1 / I 9520 BBH Denotes basketball hoop 957.7 a R p 957. 954.2 55 i 954.9 " 956.0 956.0 q 7.7 �■ 95 •2 956.2 11 TO .5 Y 952.9 66X1 ° TC BBQ Denotes barbecue pI1c ��' "sH \e TC TO w BE Denotes building entrance 959.11 I I TO TC x 955.3 955. 955. 9""•" W \ x93.9 9955.1 a�n � 956. /8O N PKS h� c l 956 9 656.6 1 I 1 STS °x BH Denotes beehive catch basin x 655,3 3 /956 LINK FENCE X 95AN5 1 957.6 \ / V� I 'I�\ CB BTIL Denotes beaver nta I curb IjL U h 955.5 x 955. / 957.7 rn CBI 953. 1 OP =951 3 /5" RCP 8.3 x 958.7 -958.8 x 959.2 x 959.1 959. 1 x x 857.3 955. 1 h TC x 955.4 956.9 958 x/ L J Oi GATE 967.8 I I OP -9517 952 NV =9470 srs BWB Denotes brick wall base 1 / I I ;o' x 956.7 9573x 9579 ' 956.5 I NV 94 .2 x (ICE) MH CB Denotes Catch basin 953.2 952 9 \ TC 7c CBOX Denotes control box 543 1 55.8 5" '5 51 9 INV =946,a CBX Denotes communication box G x954.0 x 955.8 95 � g 8 9s� TC � 9 23 ■ STS INV =947.0 W S) / I ` 95,1 7 1 954.7 /_ p7�J OD' 956.9 •9 1 \ I �TC O w TO 59.3 1x TC 855.9 56.3 ,1 9573 '958.1 xry 956.9 I I IO , CMH Denotes communication manhole x 955.6 •0956.5 CDNC 5B' PE /O R H DD C o 957.7 n m cn 955 T53s 957• 956 // / 9 p - -- TC 9571 J ,nn1 COL Denotes building column 1 ' / - - -- - - - - -- - - -- - -- - - I Q " CS Denotes curb stop z 958.6 J �" .058.0 / x 959. I x 959. x 956 9 x 59 2 x 95 0 4.9 x 955.3 4'56,0 // / 57.5 �' 8.1 957.8 958.0 160.2 1 953.2 953. I �D 44HC n e5 �C \0 N C ' 967 956.7 90° V) TIC" rc N CST Denotes concrete step Q) x 955.3 C, UGf 95 .8 4.2 \ 954. 995 H GARAGE H 9s7.s I I I I s521x W - \ 9 T 8540 TG a rC c X '957. 956.2 957.6 9580 w CT Denotes cooling tower \ \ \ \ V /NYL S/O /NG N 9572 957.D �o V I J 9 2.3 CWB Denotes concrete wall bottom 1 a� �iS 955. $r I�z 956.711 91TC CWT Denotes concrete wall top O \x969, TOP =9 3.4 aT 8 m9554 TC 956.5 �/ 958_1 g5 \ 8572 �- x DG Denotes drain grate � INV =94 55(5) iC 95 - CD 857.9 rC 9.1$3.1 ni x959.31 \ Nv -s4 ' (N) c� SHED "'�'3 x 57.0 x DOOR G a ODOR F X957. / x9581 1 TO `1' \ I I I Q m DIP Denotes ductile iron pipe I \ 957.7 9 NO 580 /0.9' 958.1 857'0 � ^ Cs 953.5 95•"' -4 EB Denotes electric box '58.8 x 956.9 J x 959.1 x 959.3 x 959.3 959.3` x 9.4 \ 957.'Q 9� \ , r55.5 956.4 V99 7' 95A 9 ,7 958.1 958.1 957.6 f D \ v TC TO I / / 959.2 _ 954.0 �U 1 - - - a I I EM Denotes electric meter wR��-�� \ or 855. 956.2 656.6 9671 8 957,3 9671 EO Denotes electric outlet BTL g5g, 957 C 0 N C U 957.4 _ \ 664.6` HCR B I T U M I N 0 S I Z 00 I I U�j 9527 FES Denotes flared end section �cS \ 955. / TC FH Denotes fire hookup 954.3 BTL 9 .9 956.3 95 ,9 957.5 957.7 957 a 957.7 957 -8 r� - I 952- \ CB TC 955. 6 T TOP =952.3 l sae x954,2 TO 3 I 657.2 Tc'S a o INV -947.7 FOL Denotes fiber optic line fi.3x LP-)jE x956.3 1 `` x 957.9 rn I� 4 95..9 FP Denotes flag pole x grjg,Z x 9592 x 959.5 x 999,7 x 959.5 X 95 5 956 55.Zx 'P io 957.6x 858.1. 958.2 958. I h 953.8 953 B TC x 959.5 \ \ 7 �O \ x 954.7 1 957 7 \ TC - 957.3 I m Q57.3 I / y GEN Denotes gutter ,t x954.6 __II ( 957.5 I TC TC 9596 \ 95 x 956.3 \ x 957.8 957.6 x x 957.8 0] ^ K TG 1 9.13.2 y GLP Denotes goal post 959.6 \ \ �� \ x 956. -957.7 957.6 0o Z I g P x 1yg 957.6 W / \ `� GP Denotes gucard post 9\ \ \ xg�,�_ TC 5 I s� I 9575 = I 53 h N _ 967.4 �N w I (A TC / N GRDL Denotes ground light \ W \ \ 95514 957.9 DOOR E DDOR D 957.9 957.7 N I \ GW Denotes guy wire x 95914 x 959.7 x 959.9 x 0.1 x 959 6 x 959.6 x 959.7 x857.1 \ v. TO \ CON 958.1 B5B.1 I 57.7 TC ; o> >- I I 9543 954.1 953.4 \ \ `8\ 3 ? 6E BE CONIC x958.2 857.7 ^ ap TC TC TO HCPB Denotes handicap door push button x 959.6 956.2 s56.o 951.0 x 957.6 a 3. 9 3.9 /5" RCP ®959.7 71x 98.3 x957.7 958.4 951.3 x 953.7 953.7 HCR Denotes handicap ramp x956.3' 957.6 9578 Cesrs HCS Denotes handicap sign D 957 8 957.6 957.1 TO J < `I /5" RCP ST S s 2 "SPR x \ z gLi6 x 954 8 x 957 5 R CDNC I _ Q 11 P g 96+ "'V^' 1 \ CONIC 957.5 857,7 �' m a 53.6 cB 953.7 9538 956.5 TOP =952.9 HDPE Denotes high-density I e \ 9 4 , °I I w INV =949.1 9 Y P P .p x956.5 ,i / 957.6 I TO rDP =953.1 HH Denotes hand hole 960.0 857.8 m m i 957.9 INV =948.9 `O h 957.1 x957.5 1 xsc•,6.2 1 953.7 HHC Denotes communication hand hole 1 x954.8 j' _ x667'7 x857'e 1 / 9579 I / MH HHE Denotes electric hand hole -9594 x 959.5 x 959.7 z 959 9 x 950.0 x959_9 x 959.7 x 955.5 1 x 957 956.0 CB I 957.9 TOP =953 2 TOP =9542 958.5 , x957.5 INV =94972((5E)j HHF Denoted fiber optic hand hole I I INV -9505 TO '_1 \ W TC .0 I I I ®9 I h� INV =9415 N) HYD Denotes fire hydrant d I I IsSacs x9549 x9 6.4 x956.3 � UGE !/ 958.1 T5 �9 957.9 (X I I TG ■1 \ ((((WW�)) WB Denotes keystone wale base j x 954.2 INV -948 6 I x957.0 i VCE S� � I x 54. 951`` LA Denotes landscaped area 959.9 x 960 0 x 957.2 , - 957. x959. l x95 6 I \ 959.4 x 959.6 x 959 9 x 959 7 x 959 -7 x O.D h 1 f X95s.4 � 958.1 911 sa.1 I � LP Denotes light pole Dh � x 957. I x 957.4 U I \ 854.2 LPT Denotes LP tank l 3 '; x958.4 Z rc MB Denotes mailbox 960. I ` � 956.5 1 , x957,6 55.5 p 956.3 MC Denotes metal cover I I -955.3 I I I 956.1 Tc 95 .4 9 6 6 / \ U LP m P�U ■ x 954.7 MH Denotes manhole I`TC �� ' I 9582 958.9 9584 958.3 I cP ^5 Uj OD AL Denotes overhead ilidoor \ 958.8 958.7 I 951.4` 4 TC CON` m x 8 4 x 956.8 � x 957.2 ' - 858.8 960 I 60.0 x956. - --- -- - - - -y g, I a I 7 verified _ 11 5 TC N x sso 1 a 6.a I x957 / _ � ------ '-- -- - - -' - � x 959.7 �w A �:�i �V� jt` Denotes overhead 1 1n 960.2 1 56� x958 5 _ _______ _______--------------------------------------- _______________________ _______ __ ___________�,_________,______,_.I _______,_ C r valve WA TER 1,!/i(ELOCA x 957.3 958 9 x 60.0 �T!((f)�y4. O 954. x 9 .1 /9 - 956.8,- - - - -_- - AS MARKED / - x 957.1 ' / WV -5 958.2 I 957.7 l l Z �� _ _ 9CE�-- '--- - - -' --- 1 x 957.7 .958.5 T p 1 1 9 x 959 1 56. - I I J I - 9 95 / x 5. _ - _ 6„ w ' xl pP Denotes power pole -P� -' -- - -'- 1 x95 1 I W x960.o ------------------------------ - - - - -- �- -- with underground util y --- -'- - -- � GAS h -- - - - - -- � � m I � 8 WTI h 03- ` PPT Denotes power pale w /transformer cos \ ss6.s GAS a5�3 wv % PPU Denotes power pole w' it W PTBL Denotes picnic table 955.8x 58 9 958.3 I I 935.2 " P• \ 1 1 656.1 I I rc m PVC Denotes polyvinyl chloride pipe 60 \ x956.4 957.0 x957.4 1 RC Denotes ribbon curb sso 4 x 9aD.z x s5s x §57.1 rn; c Tc 3 RD Denotes roof drain I x9 DI 1 51 � 1 x957'6 N ✓gh �, � ^ (I I I � RCP Denotes reinforced concrete pipe x 58,1 x 956.3 955.9 �' _ 1457.6 I 960.3 / 9 I -957.3 / I x 958.6 x 956.6 l / 957.8 / I tj SANS Denotes sanitary sewer x 960 980 2 x 96 2 x 959.8 x 959 957, x 957.2 TC 1 it x 958.4 x 958.8 956.7 TC ,7 ro 56.1 x 955.7 Y 958.5 I W 5ANC0 Denotes sanitary cleanout 1 x9603 I \ TO I / �1 I Z ST S Denotes storm sewer °j '� °' v STC Denotes top of surmountable curb 9567` 9602 \ \ ` / I 959.3 959'2 -9 58 955.8 TC Denotes top of concrete curb x 957.8 x956.5 I x 957.4 , TO 7 GRAVEL I 960 .1 x sso 1 \ x 958.6 _g5g \9s7.o x 955 1 x 656 6 3 Z / w TL Denotes traffic light x9597 -}- ` �- 958.8 x958.1 958.6 V, m I \ k- TG TCS Denotes traffic control sign _ x656.7 956.7 0 � \ TRANS Denotes transformer box _ x957.3 I Tc -o Z .� 957.1 / UGC Denotes underground communication line _ 958.9 959.0 95 &7 n � O x960.2 1 980.2 \ 958. /x958.3 Tc 1 �/ �; x9586 (( 958.7 p, -m Dih x958.3 \ UGE Denotes underground electric line rc �� I 1 x 50.3 x96D.3 x9604 x960,2 x96°.5 \ \ xs6o.6 I / 1 956.2 VP Denotes vent pipe \ \ t 956.8x 956.9 \ to al 956.5 I `� 956.3 / TC j UNITED POWER ASSOC. ELECTRIC TRANSMISSION I v TO W Denotes water line x95 &2 x95sy / LINE EASEMENT PER DOC. N0, 421382 x955.6 ~ M WMH Denotes water manhole 60.5 l 960.3 8604 x960.3 x 60.0 x959.4 X959 \ x9576 I 1 9595 959.4 U - I (�1_J Cq`OFFSEi) \ WV Dentes water V01Ve II TC 11 m m TOP -956.0 956,5 1 Z I 1 \ V= 951.7(E) 2/„ RCP Sr S 0 =836.0 BAS Denotes Basswood tree x 957.1 x 956.1 - X 958.8 958.6 958 6 O1 f TO .7 INV= 951.O(ALL) / z 956.7 x 957 3 / h 957.4 \ 959.4 TC 8\ I / ' ��9590 �� 958.3 TC 958 C° W 956.6 x956.8 3 T CRAB Denotes Crabapply tree l x959.4 / , __x90 r h°j • LR �, yry a HACK Denotes Hackberr tree / '960 TO x958.6 �� a� MPL Denotes Maple treeree xsso.s \ x666.6 \ x9603 1 95692 / (x959'2 I "s _ _ PIN Denotes Pine tree x961.3 x960.2 x960.3 PINR Denotes Red Pine tree X96o.6 �--� x960.5 959. -� x959.2 .959,1 m ^ ss7s ®x 5PC8 Denotes Colorado Blue Spruce tree x 981.2 957,0 958.2x x gSA'S I -s 5% 0- 7_-_ 959. 9582 58.1 T I Vii 18'RCP 6 FT CHAIN 960.7 , 95 &7 _ Q TG 953.8 96'/ x 96 D.3 ' x 95 .8 95 _i-- -x 9 2 OHE- c"w od 58.1 95TC1 h h'� p LINK FENCE 9a 5 � _. res� v � � � N °� SPCG Denotes Colorado Green Spruce tree 60.6 -X 66 X 961,1 \ 960.2 y6 ssa.o , x96, -7\ 656.1 x666.7 ^ rc a SPR Denotes Spruce tree p X X 960.9 O TC -OHE- 5 . x2 < 956.4 8.0 958.3 mN g 5 HC rc Fps x s57.� 1.7 I � x 960 -7 TC CBS' 9 � HCR -- x 957.2 x 957 3 U 9 TC TOP -957 6 G T '9 b 957.2 p - E - FO 657 2 x 957.1 6 a • 961 ./' x 961.5 959.6 •( q G iOL ti60.9 860-5 x950.2 960. 9 9.1 x957.1 x957,2 9 x960:7 1,1� 959.8 INV =9541 x957.3 ? �,- -arm- - TR Denotes deciduous tree 961.2 D.9� 959 MH -_ - FOL 881.8 961.3 _- � � � � x 959 v,'i 5 &5- 7. X96/ 9C .5 TC 95 f x 959.8 v -A4E -9 E 958.3 OP- 6.8 h� �. 951,1 961.1 x 961.5 960.7 x HHC - -959 960.4 90' 959.8 �' (o x 9fi I -0 I �� �9W.7 -' 95� - _ 960.9 TC U M I N 0 U 9y��6 95 .7 CRS �� / 957.4 _ \ �� 959. HCR 957. tio, BrL x 981.2 x 961.4 PKS x 60.7 TC TO X5620 OONC 56.5 8• CDNC INV= 53.1 N•S � _ �,962' - x962.2_ -� 960 -3 9C ._ -OHE- 60.2 602 y .-. _ -ORE- 960.7 960.3 60.2 • 9eO5 9.7 958`\ 5 58.2TC 58.5 958.OTC CB I RIP �96'E -5 L0 960.3 960.4 960.4 B I T U M I N O U S x960.6 C5® \ 956.4TC TDP =8573 _ x 962.5 1.3 *959.6 T- - OHE �- �J,58 l2 CP ST S x 960.4 960.2 HCR 960.2 960 9�'e INV =9539 -ORE- - 961.8 980.4 960 962.3 1 962'0 9610 HCR 860.4 ly 962.7 7, 961 8 961. C 6 Tcsp 960.4 9 9 880. 96 -C TCS® 959.4 959.1 C6 2" RCP B T U M I N O U S 962 962.5 - 96�_ - - - - - - �£ - 959.8 9595 TC TDP =958.4 5T i5° s 962.9 - - 960.4 960.3 959.9 TC �G i INV =954 B STS /2" RLP STS TO Sr S x 5 I 957 6 - - TC TOP =958.9 -957.8 x 957.5 7096 960.4 TO TOP -956 2 x 857.6 - .,r- -� x x 857.5 x 957.9 OHE ALP C 0 N C 960.2 TC �9S9� MH ��33 957 3 961.2 960.7 960.3 L VD. INV= 954.fi(E,NW) „956.8 - 6 -- '1AV?9539 h MH 960.2 TO INV= 6(E, TC TC 2 TC, B TCI.4� -96/� 960 x 960.1 x 959.7_ x 959.4 - x 959.3 / T �� (SN�W) INV =953.6 }� l\ / y TOP 957.8 -�. TC U "C y INV 953.5(NE W) _. 96D.o /Z INV =953.7 / \ 9573 957.5 x9808 X 96 D.7 - sc x 5 -x 960 3 / 5 S TOP=957.4 __J61.3 X9,61. I_ - J 2, 957.3 x 956.2 \ r 957.2 x962.3 - }-- X961'9 - X961.6 �� B I T U S 958.2 CB 03� co x962.6 - / ' 958.5 TC INV = 953.8E m 957.5 LD 957.5 957.4 9582 9Ca.8 INV= 953.7�N; �xI c wo 959.0 ' 9 seo.o TC 9`9.6 TC9.3 iG TC 957.800 h5� 0957.8 957.7 \ 957.4 - 959.7 CDX " 980.2 TC iC 9 957 960.8 96 1.9 961.5 961.3 9CI.1 TO TO 2.8 TC2.4 9`2.1 TO TC U W 957.4 ' Cp 5T S TC HHC �� 7.7 957 fi m x 958.6 ■ 955.9 LL 15"RCP 956.2 HYD 15 R 954.1 w wV 957.3 15 "RCP wV 958.3 ' 959.0 58.4 956.9 IN / W TOP =956.9 V I � V =953.6 U) IN 30 0 30 60 SCALE IN FEET �j Dated this 21st day of January, 2016 Certified by. ?,orkanson P.L.S. Minn. Lie. No. 15480 Z I 'JISUNDE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 r d YuAiwjNG 952-881-2455 West (Fax: Office: -888 -9526) www.munde.com Mandan, North Dakota 701- 663 -5562 5 F17e:2015 17300 1.dwg 0112112016 Sheet: 8 of 10 TC =951.9 C) SE ,� RCP x951.4 z 851.5 Sr S =944.6 =940.8 S) -943.3 = 938.5N /-944.61N w 51.6 CB TC18 N BUILDING ENTRANCE ELEVATIONS O^ 1-� 951.2 TC TOP =950.9 HCR INV =946.6 TOP =951.7 Eastview Elementary School �5 y INV =941,4 SW) INV N) =942. Door # Description Elevation(ft.) A Top of linoleum inside of door 958.09 ce B Top of concrete outside of door 958.07 TOP= 947.2 iNV =9414 C Top of concrete outside of door 958.09 D Top of concrete outside of door 958.08 E Top of concrete outside of door 958.11 F Top of concrete outside of door 958.07 G Top of concrete outside of door 958.09 H Top of concrete outside of door 958.10 I Top of concrete outside of door 955.10 J Tap of concrete outside of door 958.09 K Top of concrete outside of door 958.06 L Top of concrete outside of door 958.13 'JISUNDE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 r d YuAiwjNG 952-881-2455 West (Fax: Office: -888 -9526) www.munde.com Mandan, North Dakota 701- 663 -5562 5 F17e:2015 17300 1.dwg 0112112016 Sheet: 8 of 10 59.9 59.9 / x 960.2 2 �� x 956 fi 954 ossa.l 955.6 FT a-1 959.9 6� x 959.3 58.0 955'3: 954.3 CONIC x 360.2 LINK F C j� 9 x 859.6 x 958.7 xs � I \li 955 3 954,4, E PT 955, x 959,3 x 9 1 \ V 9551 9552 _ 2960.0 \ , I \ \ `- 5510 9583 BT�'9 BUILDING ENTRANCE ELEVATIONS x g 59.7 SH.B x 960. I / R r / 959.9 9.9 c9lulie- , ` \ 954.8 TC6-2 rC x 9800 x 980 4 / \9 59.8 x 960.8 I P 9 959ax�gp,l EASEME OR UTILITY AND DRAINAGE / s� (o G qh" , MH 954- 955.1 �, 955.7 PURPOSES P DoC. NO D DRAINAGE 55 TG Eastview Elementary School 954.0 a TOP =854.1 CONIC g z 9fiO3 x % INV -944.6 E 954.5 x9551 959.8 { ) 955.2 x960.2 x9598 x960.1 x9592 x958.9 958.22 MH � 1 I x x954.9 a (DRY) CMH HCR x955.1 954.6 T° Door # Description Elevation(ft.) x 960.4 x 960.2 x 960 I x 95 0 x 957.?, \ 956.4 co • 954 x955.0 19.8 959.8 \ 954.5 _ ' 4 ASH Ma tch TOP =958.5 x 957.8 i � g ,g /Q" PVC HCR _ x y6° 2 -958 INV =945 I (W} -0.0 - - - - - - - - - - - - - - - - - - - - INV -9455 E - - - - INV =944.7 N.S) x � sfio.s - � - \ 9544, o,x T s 954.8 - A Top of linoleum inside of door 958.09 F7Y 95°.3 (See Sheet l0) 960,2 960.4 858.8 SANS \ \9S ` �} rin m 95+4 Mm 2954.7 955 75 955'0 954.6 B Top Of concrete outside of door 958.07 \ AL TC _ x956.9 x 55.1 rn= rn \PPU 9554. .I / Tc a Top o (BOLTED SHUT)` x 959,6 xg FLY 958.6 C f concrete outside of door 958.09 STS x959.4 x TOP -959.8 �60 x FO x zg -� 18,5 958.4 FOLD 998.0 9 '7 957.2 O ® w Q 959,4 9583 958.0 858,0 957, x957 -7 i \ 955.0 195' ex / 9543 g D Top of concrete outside of door 958.08 x959.2 •960.3 95 6 •959.4 g(,gg -® 95 9 -2-ug. p X58. S 3 3 "SPR 958.2 _� 1957.5 . 956.5 HH v� 0 9 8 9548 x _ ®960,1 3,� R " J -959 -- 3' SPR 59 3^ pR �*5' 9555 ® m ■ 958,6 e95. g 3 "SPR 3 "SPR 3 SPR 3 "SPR 3 "SPR T2i° R" 957.4 9571 "� s- Z i ® TC x gc395 x959.4 x959.2 x959.2 'SpR- 2_4 p SL 58 "SPR O'S'- � -,2 }3'SPR '%95 .8 957.4 95 3 SPR '8^E. TOp Of concrete OutSlde of door 958.1 1 „ ® - 9525- 9 { 5" PR R 3 m 954. F Top of concrete outside of door 958.07 �5eo� 9 - S PR 9 3S � 9 956. O .n - �_ �O 955 -9 � - - 959 -�- 95 •95.9 "SP e957 09578 1 fip 957.7 5 4 9573 Q )"SPR _ x957.5 , ® 957. 3 "SPR �4�i'SPf1V PV�-� �... X95 ps R 3'5 9°6.2 - -� "5 2'SPR 956.4/ 5'SPR � � x 95a.a xS , SPR �957:4�� ' 953 956.8 9.56 -7� '9 -11 6.5 G� .SPR 5. _P- 6P1��3 -'fit '( 1954• �5 G TO Of concrete outside of door 958.09 .3 3 SPR 3 "SPR 957.1 95 3 956.3 956.3 968; g- ®3 SPR 955.7 5 "SPR m95 (iC \ TC 9541 I p p "SP a^PR 3'SPR SPR 3 "SP. x 958.5 / m 956.3 e m 956.4 a 956-2 ■ m 5 m 95 GpP • I 3 � ��"Sp, 3"SPR 5 "SPR 9 i g 5 7 95 .4m ®957.7 5 . ®85 " ` -65-5 =- `V"'c - "' 13�SPR 3SPR s55 .e 5 "SPR SPR o� -1- 953.5 \ Q \ / TC H TO Of concrete outside of door 958.10 li FT CHAIN 959. x . ' " SPR %PI- "SPR "SPR 'S 956. .9 956,1 955.6 3 "SPR m 955.0 9:�5 3 "SPR 8 Sl PP 1 i9cS 954. 9 p -- -� 6' "SPR SPR 5 n .955.9 �� r I%i- vul S C8 OFFSET LINK FENCE - / 955 955 *5'SP -, .3 „5. 58 „SPR 955. 95 • .� - \ T �ti ¢�� TOPC95S.2) I Top of concrete outside of door 956.10 -,9581 8.8 �ae m 954.5 ° 95 3 "SPR 5.3 e 9 ® e ° ■ ® rc ca • 953. I CB - ti 958.8 e. m9 3 0 9559 x9545 P 954.7aD -x-9gq g.. -5� SP �xggg_p +�,5"pR3B -x85 -954- �i TOP = 95 INV= 939.25(N ) I- X 9578 R " 954 R - V+�� x9541 - -9.54- r SPR 54. '- g g - INV =949.2/ -W J Top of concrete outside of door 958.09 7 11 R "S R� x953.0 z x - \i INV =94 .I 957.5 x957.7 x954.5 x9535 353.7- i 953.4"`V'a PR N_ �n {UNDERCUT) K Top Of concrete outside of door 958.06 .4 x957.5 \ / / / f �' J~ ^� -953- x952.6 CB 15.E ST'S{ CB l5 "RCP STS 953.6 8� / L To of concrete outside of door 958.13 x 9 x 952.3 954.3 x95 .5 -; - 954,0 / 1 0 TC TOP =953.6 TC 95 OP =953.5 TC p 1 \ / -9.5/- � � ~ X952- -- ' � x9515 '9`S2� h x 525 INV = 949 -4 9vl INV -949.0 _ x953 -6 ® o v / 57.2 x 957.3 957.6 958. 3 7. ±P 950 950 o `rte• 949- x 9499 x949.7 x 949.8 \ x 957.6 \ / 3, x 954, / x 949.6 x 9416 x 949.4 -949.6 x'949.5 I� 44 1 x 957.5 x 957.4 �` / x 950.8 l x 948.5 -94&0- x 947.7 -9�` �_ - x9-49_1 ' 9 50.8, m G� SS x 952 9 U 0, 57. s' / / �g48- x 947'6- 948.1 \ \ 6 GRAVEL x 957,5 �J 4g x s5o. x I 'S9 / f -947- \ \ - \ I \ 953.8 \ (a(�� TC32 957.7 \ C I J CEO G£ OF x4 \ 948.8 -948- \ 953. TC 94 .9 �K'�- �- �` x 946 7'8 x 948,4 9- x 947.5 i 1° x 951.2 \ T x 95J.5 953, / x 957.4 / / / x,g 95 .7 GRAS9 �946- x ' \ / s -947- \ \ \ \ TC \ x 953,•2 1 r 948.8 �G �4 6 / 957_ 1 957J/ / ✓ _,5� 946.4 \ \ \ / / r� x 946.4 x9 ••� 9�4 z z 49.9 / 945 7 45 4 J �56. ��S 3 1 W TC 957.5 S �9 .5x( 47.2 9 \ry,�, \ \ ' in i o \x991.5 / 952,7 952 R / 845 8 EN SEOTE°N x 94b.9 ' x 946 4 BFI 946.2• z 949 CB 9 945.3 r -944 13 I 2 ® "� e 9 .3 x 94 9 1 qq• x 949.2 • 949.5 Q z 947,7 ; �`9¢6, INV =942.8 9 6 \ 45.1 x 944.5 y}- y TOP =946.4 x 957,5 / / 943.7 x 943.3 947.1 x 0 x 948.5 x957,7 I / / S 9461 Ig I 1 1953.0 A TOP =952.0 8 0 953.2 INV =938.6 N,E) 943 2 43 I �L" RCP INV =945.7 S ° I�5 0 / X 9 5 % / ST IB'R 9 8 TC TC 27' RCP 37 S 42" RCP STS -^ LEGEND x957.8 x 452 /2" RCP STS !!!{{{CPI S 9529, INV =941.5 95 x 944.5 / / r 1 49 C 9527 952.4 x 957. / 945.3 i / L� x y x 937.8 x 957 I / 943.7 /2' STS 24" RLP STS "� 957 3 0 952. 951 / I x 9 / x 5 / y (P -948.2 r{ w x 9 9 x [50.7 OP -952.4 1=4711 ((SW)) TC - 42 "RCP AI 1 95 8 ®9519 R/ / / I I / \ \ / , / I V =942.5 I I 91 1 INV =948.4 �y I=941,7(W,E) / S Denotes advertisement /information sign °954 SPo�SP�f / / ' I \ / I I h BBH Denotes basketball hoop I s l I I I / / I x950.1 ®2 TC29 Tc2� / BBQ Denotes barbecue 95721 954 m 951 O. 747,2/ x 944.fi O h g / x943.4 x aD T S \ x9529 ° BE Denotes building entrance l 1 c0 R x 944.1 x 943.7 947.0 x 9 .8 x 949.6 x 947.4 1 �O i x 94 2 l 9666ppp �� / / X949.0 \ z 948.6 V_ r x 946.2 / x 945 7 x 945,5 �I rC ` \ \ , z / BH Denotes beehive catch basin / 943. / I "' BM Denotes benchmark I m95. �Oi ! / \ x945.4 i= I �• 951.4 N O J x952. 952.0 x 957.3 i ' Sp I / \ ' I °' U TC BTL Denotes beaver tail curb x9573 ° 51. / / / xggq,7 / \ / I BWB Denotes brick wall base 97.1 x857.7 x 7 h °s I I / \ CB Denotes catch basin 9 7 3 ■ 949% 1 ty 1 1 966 5 95gg3PR ■ 5S e 9 P6 �! I I P� / I / \ \ I )' / 0 952.4 951.9 �ll \ / - x9572 I ( b. I I I I l / \ i I `� TC % TC CBX Denotes communication box I / I CBOX Denotes control box / r \ \ \ I m x903 I 952.0 CMH Denotes communication manhole x 957 2 ®9 3.5 951.6 COL Denotes building column x 957 3 x 94 8 x 944.4 x 943 9 z 943,7 943.8 x 9 .4 x 6.6 945.9 951. I x 951.8 x 951.6 x 51. x94 x 947.4 x 946.4 x 946.1 x 945.6 x 945.6 945. 4, } O1 TC _ 95L6 I I �SPI� / / / / l x / / / / / - ` \ \ \ ; ) A.x w I I M x 951.9 x 957.8 � I 7/( x 944.8 x 951.9 "V 8t x 6573 1-57.0 rn B 9 \ / -_ sa 2 I h TG Denotes curb stop x 997.1 / ` - z ■ _ CST Denotes concrete step \ \ \ \ ° CT Denotes cooling tower SP \ 952,1 951.fi / w IIl V rc rc CWB Denotes concrete wall bottom 9 \ \ \ \ / < > 950,9 Q CWT Denotes concrete wall top 1 x 957 3 I � �\ / \ l4 / � � W •957.7 m9 3. m 49.4 0' �-- --� / / / / / / j x953.9 �� r \ j } I \ Z \ / DG Denotes drain grate X59571 1 �� / �� \ \ f I �/ 9512 951'5 951,3 3 DIP Denotes ductile iron pipe ® 55. 9 I. \ m I c5 /5" RCP sr 5 Tc EB Denotes electric box / \ \ / 9�Ix o I "RCP. STS Q x 946.7 94T-4x TOP =950.9 1 "SPR 'SP x 944 9 x 944 / x 9 z 953. x B \ x 9R� �4Z.1 948 -4x TOP-9l`5�p 5 TOP 950.8 CB N / x9446 �94fi• / /l �954� , \ �s47 9a 5 w INV =948:6 L� ce 951.6 o EM Denotes electric meter x9574 a 55. /x x854.5 x954.3 \ 95 7- I �l / INV =948.1 EO Denotes electric outlet / 95 5 �-• q6 -6j \ 1NVis46.2 / I FES Denotes flared end section SPR ° qg y x 944.3 x 944.3 / / / ` �.�s3\ \\ _9¢9 ` sx Saa3.b x �O 9�I 2 / 961.2 - FH Denotes fire hookup SP I i 1 x 967.3 I / x 957.2 / 951.1 V / 955 � \ � \ � FOL Denotes fiber optic line x957.7 x917.3 ftm95P I ( I x9165 / / / / / / / \ x 3 �„9G1 x949.6 I �m 951 -2 FP Denotes flag pole 1 I! f �5 �/ / \ y50 9 a 1 TC G Denotes gutter ■ 55. 1) x 944.9 / ♦ ` x957,21 'SPR ■ 48 9 / / / / \ \ys ry 990. V no+ ® �p x951.3 GEN Denotes generator I II �� �/ / o I rc 991,2 �n GLP Denotes goal post 9 "2P S7 l // !Y9� -O //� 2 ' \ \ \ x951.3 \ \ x TC 1 ' GM Denotes gas meter 1 x 944.8 x xsU(5_B f9J2.9 x 955.7 -955-9 �r958:07- �67� Q x .2 x 952.8 x 95D.8 x l x 6/ � /// / x9558 X956- 1 x955.9 I \ \` � 9508 / - guard L 1 1 ' 9505 GP Denotes uard post x957.3 9pfi.5��'`4'4 / 194 MH , \ \ �� no I PP x950.9 \ GRDL Denotes ground light 1 x957.2 I ll I I 1 I 2945,4 / TOP =955.9 GW Denotes u wire x957.8 I I I / // /// / INV -946.9 \ \ s5e.795o.a / 91.1 HCPB Denotes handicap door push button x957.¢ I 450 9 / X947 �� � \ \ \ ■951.9 \ •95.4 - TC x9572 I I ; me , 1 4950.7 " 1 x 51 1 HCR Denotes handicap ramp I 1 1 I 9452 9454 EDGE OF / / / / I I ASH ASH 8" R 9508 990.6 �y� I HCS Denotes handicap sign 945.5 945.3 MOWED / / / g5} /� 955 / r \ , x 951.8 TCS TC 951.0 I) 4 HDPE Denotes high- density polyethylene pipe 1 1 I I I l 1 x X147.3' x 946.4 /G / ./9�8/ // // / I x 952.8 x 952.3 x 951.5 TC Il 1 \ \ 4/ 1 HH Denotes hand hole ss.7 95 0x9 s s5y C \ 9 5.8 48� / / 52 / x956.1 x956.4 x9566 ' 1 �` \ �GG c x8 TOP =950. 1 o HHC Denotes communication hand hole "S R \ 46.1 48. / g 9531 / x 955.6 x 955.7 x 956.8 x 956.9 x 9561511 I ll \ x 95D_8 INV =945. g 957.D x954.1 953.0 952.6 951• = `{ 1 s RCP TG CB HHE Denotes electric hand hole e 31� \ \ \\ x9 .3 ,9.4�7� /949/ //53 / / /- I� ( TC m I 951,0 950.9 / SrS TOP =950.5 HHF Denoted fiber optic hand hole x 957.3 1 x 957.2 I 956. 1 \947.1 9 ,s / / 953. C O N C R E T E m \ s' " P 0 -952.1 INV= 945.7 x9572 m 2 9 953.0 H 5 ce 9920 951 q P sr 5 y 1 I�'OS' y. HYD Denotes fire hydrant x957.6 eg5 ®953 'SPR yy47, •2 7.5 950 / x956.2 h / \ M 53.0 TC TC TOP = 951.3 5 I \ 950.5 j5 RC '? CB INV Denotes structure invert I \ / TC INV =9474 \ y x 957.7 I "S ` 45, 9as.a / 2 ; CB o p TOP -950.5 KWB Denotes keystone wall base Q , 5,3. 951.7 O y TOP= 49 9 9510 INV -9452 S x 952. y INV = 45 6(SE) 951.2 10 INV =945.3 TC x 952 5 \� TC TC INV =945.4 N ) LA Denotes landscaped area 1 9 51 y 952.Y I B 15' RCP 1 I LP Denotes light pole 9.. / / I / rc P =94B 9 sr s I LPT Denotes LP tank 895 9 r// x 956.3 f x 950.8 8953. sP \\ \ / // 9 \ I 958 x ��S x 952.?` �i / / ' \ C� \ L0 ( I�V-946 D •953.4 xsssa \ ( x9912 I MB Denotes mailbox x 957. x 957 3 'SPR �� / ^'54.2 x 956.9 x 957.1 x 957 5 i x 55,2 V� 1 x 957.4 I x 953.3 x 955.5 x 955.7 / 957,0 r r / m c4 I 990.9 x 951.0 MC Denotes metal cover / I x 955 9 x 956.2 x 956.5 , 4 s1 x9577 / ; 9547 \ 9529 952.7 992.4 ` 9519 991.1 \ TG I H MH Denotes manhole 56.9 x!357.7 56.4 x 9534 h 990' \ '1 953.7 \ \ O1 ■ 951. xss5.y� 9577 9579 1 ; 1 rc 952.8 I �x TC MRAL Denotes metal railing 957.1 m "SPR UC 57. �" 57.8 957.0 r 95 , I TC 17 951.2 I / / \ \ Uj TC OD Denotes overhead door 956• 57 a 58.0 r � � Q 957.6 � CONIC ET 91.4 � x 955.4 / 957.6 958,1 957.5 i 58.8 953, -- - --------------- -- --- r' T I J 2 \ 4 OHE Denotes overhead electric line 9954.5 "SPR / x997 "1114d - ------ - - - - -- - - - -- - --- - - - - -- -173.2 --- - - - - -- - -- °� ' P V P plan/not r v „sPR .i4.a � 3s.0 3.o- -_. s�3.8 � x980,9 _ �1 P Denotes per field verified II o s2.e I Denotes post Indicator valve / ssz.4 I x 957.3 x 957.6 x9577 •9576 x9538 / / xsr -g 57.5 D�R L 957A CB LP ■ s I PKS Denotes parking sign 957.1 \ 50.7 x958,9 954 -9 / 1x 540 x9561 x956.4 x958. / CO 3.0 TOP =952.0 9 .fi m I L I(C 951.4 x PP Denotes power pale 111111 I "SPR x954.0 956.1 953.4 952.8 INV =948.0 T x952.P 951.4 1 �54� x955.3 x955.7 h� Q 57.4 ASH 951.4 BWV TC PPT Denotes power pole w /transformer 1 Ca x956.7 I \ 1 / \ 592 CON TC \ ��1555 1 �' -a95TC I PPU Denotes power pole with underground utility -� s5�1 � CONIC ss • s 4-4 �s � - I PTBL Denotes x8576 x957.7 x957.6 I 954,7 954.8 / x956.4 / '(0 9571 to °�' �O �'� PVC Denotes picnic table hloride pipe 957.1 \ 957. 582 \i9cS O 9527 \ 94• II z / c6 P Y YI P P / 97.1 RC Denotes ribbon curb x957.3 T 7C IS•'R ST 111 HCR QC5.0 x 955.5 x 956.6 958,6 x 956/ { U `� Q \ I TOP =9505 951 a - p INV =944.8 W) x95�9(�j U] I x954.2 / 957 957' 9571 953.8 9532 \Z I N ` INV =945CS TC O 951.4 RCP Denotes reinforced concrete pipe "7777{{ 950.8 g x 95 • INV =944.6 S} P P x955, x956.3 PLASTIC GATE x957.1 x957,4 1 955.9 953.6 95 .0 ri U TC RD Denotes roof drain I s7o 957,3 I I 1x851.9 TC �F �/ \ SAN S Denotes sanitary sewer x 954.6 TC N V I 9 O �1� x 957 3 x957.7 x 57.3 x954.5 WALL p� 951. ST S Denotes storm sewer xssa.5 0 �` 9578 � l 5ANC0 Denotes sanitary cleanout 957.9 x 957.7 TC x 955 8 / 957.2 -1- 857.5 p y x 954.8 r � '\ i 957.1 I 9 8 954 6 x 952. - \ / x 955.8 956 3 BENCH 956. I 0 CONC - I TC \ \953.0 1 x 95x.2 955.4 856 X956.4 957• 955.8 ot 4 FT CHAIN \ 'o TC STC Denotes tap of surmountable curb 1Vq ! TC x856.0 957•✓✓= 957' 57.1 0957 k� P��E�, + LINK FENCE 1 M TG Denotes to of concrete curb 954.1 1 TC / 957.2x- -x 957.0 Q� o� V, 954. 953 6 m \ I 1 P x956,99,9 x954.8 ( �x956� 1I- 1 57.2 Q' �� %PE- I I O� �� 951,3 TCS Denotes traffic control sign TC 95 . x 955.1 1 Z 57. I J, X1957.I 951.6 g T Y9567 I Iw1 ! \857.2 9579 8574 ONC \ 1 I �1 x951.3 TC TL Denotes traffic light 955. 956.0 i 957.3 I 9 .3 P TRANS Denotes transformer box 958 3 1 � I 57.1 957,2 x! � x 957.2 x 957 5 TC I O I a i \\ 557.3 r' l 'I- 958 956.1 TC I (� 856.9 / x957.7 x957,8 G9 954.0 x955.5 111 I $ I- x9 .�� y \� 1 CONIC R 0 951.3 v TOP =953.4 x9556 RAM J/� 7.0 I� 957.5 957.0 �.7 pQ �\ �� ) 957 9 8.2 95 ,5 9 a•I 9533 \ TC UGC Denotes underground communication line 1 I INV= 946.1(N,S) / *9557 55,7 956.1 9 N�' 1 O$ / a1 `�7.2GQC\ 7 � LGP�► '85AS x9575 � I � I 9551 V 1 I � 1 � UGE Denotes underground electric line 954.1 I I x 311, VP Denotes vent pipe TC 95 .5 LP 955. 956 x 564 f956.9iO4� / 957.3'FZ'f 9572 957. \\ \\ /i�� 57.6 _J 957.5 957.4 955.3 TC 954.5 953.9 W Denotes water line 7.4 95TH 56 -0 956.3 i �Q�J \9 .9 i 00 I \ �j o 957.2 1 x 2 I x954.8 h h x955.3 m � 101 h 957.3 -l. o , I \ w I I I 951.5 a WMH Denotes water manhole 957.11 x ( x 955.8 955 3 X 957 \ >-I \ _ ®957.4 r 8.7 p� 1 `957.1 x 957.3 z I BBH 9554 956. ° �\ I \ I� 1 "gr57 4 0 ( .957.5 9581 x 9 8,3 1 951 5 957.7 x957.9 59 0 x8573 'l F, 953.6 7C b x951.5 851,6 WV Dentes water Valva x 955, x 2542 C T x 856.2 't957. I \\ 957 5,�� 957.1 �0 �QE • 95 AS x 957 5 r a 9 7 BAS Denotes Basswood tree 957.5 �►\ 57.4 I "ASH I "� ` 954.5 T Q T P (y' FI.1 N 'lG ° / 957 -4 GATE I 1 954.8 954.2\ (A U �+ I I INV =9 .a (s) CRAB Denotes Crabapple tree 955.1 955.9 956.4 \ 957.2 957,4 955.6 ca I INV =946. (EJ CB HACK Denotes Hackberry tree x 957,p x957.5 TCI �m TC -- x957.5 9,5 5 x957.3 Il 95 •7 TC �7'� \ /5 "RCP TOP =951.2 MPL Denotes Maple treeree x 957.7 x 957.9 I �•0 �F�, 957. A- O I 951.5 Sr S •7 INV -946.3(W) P rq 4.9 I x9566 \ I x952.5 �s x TC ,NV= 9435(SL,N) PIN Denotes Pine tree 955, x955.5" 956.5 957.5 957.9 9581 `9c5` Z 1 \� 951 9 ri TC 9552 / x956.4 A x957.3 x957.5 CONIC ` W S rn I PINR Denotes Red Pine tree n 957.2 (] �� I n, 955.0 y 57.3 ` \ 9539 -„( 5 5ti' SPCB Denotes Colorado Blue Spruce tree h x 954.8 �`- mh ' 957.6 I ` 0 x 953.4 jG x 951.8 'e P � 1 •O 958.1 PLASTIC I ASH °' 954.8 955.0 955.3 �h / WALL I Can 95. 954.5 95.0 I / 527 ` 'Prq SPCG Denotes Colorado Green Spruce tree x 957.6 955.0 I ry c 'rr SPR Denotes Spruce tree 7.0 57.3 x 55.0 , J v G_ 954,9 TC �h 9FJ s P 1 1 _ \ TR Denotes deciduous tree x 954 4 -957.3 ! \ x 957 4 I 9544 954.8 955.3 / x 957.4 / Z I / TC To 0 x 957.2 x 957.6 I 9560 ■ 957 3 C i 9 .I I 958.2 PPU 952. 952 8 \ 937. I 952.9 x 956.0 TC TC ( I ' SH r 957.7 x 57.1 956.2 ,0 952.7 TC 1 x 856.8 �H `�Ig'ASH 9 -1 O TC 9542 GAS 952.4 42'RCP h U 952.6 EL 957.4 I N x 955.8 / I \ Lp4'3 / W TCS2. TC/ 955.3 954.9 t 952, / 57.4 w x 957.4 954 5 95 5 - T 956.3 / x 957.3 CB (DRYWELL) x 957.6 95 o Lp TGB OS \ / x957.5 TC OP -951.5 TC 9523 u I` 1 TOP =9574 U N INV= 9476(N,SW) 53.0 5 T CHAIN 1 / � x 957.6 O INV =954 9 1 9 9 T9 ®7CS 2 ~ ( FENCE I I 955.3 LU � �CON C S x I 9 2. 952,3 \ X57 -957.3 I 95a. Oj ■ 957.7 p I 4Q� 952.8 T x 9527 952. X X-x 98/.4.4 x 957.5 / x 59, I 957.4 -954.5 x 957.2 x 957.7 CONC 1 'A SH p z 952.6 rc x 952,4 952.3 857.2 b I 955.2 954.6 958.2 U / CONIC 9579 CONL 958 0 x 957.7 957 8 952.5 \ TC 957.4 5 1 x CONIC 957, Z �h 953.7 9 5 x 952.6 p 95415 954 2 Tc Z x 457.0 9R �. 9 .z / 957.2 988 / TC - 955.6 953.6 / 958,1 g 6, 986,6 v C m o TC N 522 1 U 957.9 R D 958,2 1 \ 955.2 ire x954.2 52' �• 'N 952.6 CB 9523 HYD 955.0 957.5 \ 9 7 .0 977. 954,8 9 27 r 952.5 x CB ,3 x95 x 957.3 ` 95B, I 958 2 U 956.4 l9 ,/ ` C �i 952.2TOP =952.1 x 952.2 4 9 25 TOP =9520 5.2 422 / 1 x955.7 / O 9 I 955.4® in INV =947.9 2952.9 952.6 C INV =9a77 /l > 954.6 954.3 5 957x2 9 _ HCR 954 855.4 �j- 9 82 G L TC TCS \ 95 6 m G STC / 959.3 /( 9 :957.1 \- 956.0 x 855.7 x 953.5 9 y I 9528 C 0 N C 952 1 -9574 GARAGE �� v I x 957 g I x 957.3 O � I HG 952.7, / Q //\/G� d 958.311 95 7 9544 954, 855.5 957.8 58 \m j ij, j 0 x 952.1 953.0 53.0 TC •9S3 x 95 4 �C7xN \ 1.7 CONIC T 96, 52.9 TC953- '9 52 \ 3 95TCfi 951.6 x 955.4 957.7 4 0 g5T b 956. 956.2 954• gT52 TC y o x 952.2\ $ x 951.9 951.3 CB UGE OD�•3BE8.3/ 9,8.3 I �57,4� 954.8 x954.fi 7C \ I }956.0 952.7 I/ f 52• 53.2 \ HCR 956.4 x 957.3 955 I 955.0 x�\ 957,7 I CONIC 958.2 958.3 I I LP 954, p x 956.6 957.0 HCR I 54.2 9 3. 3.6 r TC 95315 �' w ", I 958.0 x 57.9 956.3 x 9 5.3 TOP 951.0 1 % 958.2 958.3 955.5 BTL x 9 8.1 957. 956, rc T TC 9 3. - �� 35 0 9522 x 951 INV 946.7 957,6 WV 956.0 957 -9 0 N g C 0 N C / x Z Sr 5 FT w000 955 7x 956.0 HCR DOOR K DOOR A 56b TC x 954.5 95 .e x 53.6 T /I t" a �"� 7 C ® x' �> C TC l2" DIP w Ci I 951.4 9 3. OF D (351,7 '1952.1 p � 55.1 v h 954. -r O HCR h c1i 9979. HCR 9561 g5g 8.1 955.7 I 951.7 FENCE � - / 95 ,6 1 s5 9 955.5 BTL 56 JC X BE / I C T O� T INV =947.7 hTC tl 957.7 I 3, 953.9 r R r}� 4 TCS g5 � X57 CATS 957.8 957.1 ) 't� ! x953. 9 0 ` R CKS y 952 3 STC�T x 952¢ TG -x- 957.4 57,4 x 657.5 x 958.0 x 958,0 x 57, x 955.5 956.4 � x 0.3 J.7 BIT \ '� 52.9 TC l 11954. 9a2 5 52.1 9`I 4I 9 5.1 TC X 1_ T CHAIN m 953 3 + r 9 2, /5„ RCP lC -2 TC 952. 952.2 !E 957.5 95a \ 1 I �S, M G 654. I 95 / 956.6 FENCE 957.3 I \ 953. ®95 4" 24" RGP T S C 952 x 953,9 452.8 TC ■9 ,g S S � x TCS TC 9 4.7 0 58.0 m h `� ao �, s" RA 9523 g •2 30" S \ T x 954.6 954 9 955.5 I v CONIC 9 ,1 956 9 9 y rOi /A8 M 52 3 ST S x 957.4 1 858. I6 x 955.3 957.8 TC \ V ,n = TCS �P P =952.0 9 1.9 C 5a.4 9v =949.9 sw) a Tc20 Tcz.o ry 9 "r wr x G527 953.2 953.6 9 26 952 4 T INV =944.1 1=951 9TC /5" RLP x951.4 N ro T ro x10 9 0 992.3 INV =944.2 5 MH 1 956.3 Im O I \ x 54 "1 a�� T 52.8 I 95277 TC _ / CQ INV = 945.0,4) jry =939.1 E vii, sT S x ( x 955 8 rC x 957.9 5fi.4 955.4 1 y@ W 951 5 x 957.5 957.8 x958.2 x 95a 2 x 858.1 z 855.5 956.4 570 957.8 - RD ox 962.7 5953. TC � h 952.IxINV =944.6 S�) 1I 9 .I Tc TG ONG TC 4 •1 ri If yyV z \y y V =940.8 S •0 CONIC 972 mr 9527 �V =943.3 x 957.5 GG�4. 955 3 1 957 B 956 0 957.6 95�i.1 S'a 952.4 I 952.7 852.4 h INV =938.5 N v 1 1 x 954.9 z 957.3 957.8 x 957.9 _ CR TC INV =946 B x 857 4 955. 9 4. S S CB L G C O NI C J5�2. 28 STC INV =944.6 N H 51.6 CIR I 54.5 CB (ORYWELL)� 857.6 TC ( 9526 5 / 951.2 _ 1 TOP =957.2 z 957.8 I 956 9 9 •2 955.3 S CO C TOP -952.3 I STC C CB 2^ TOP 950.9 x 952 9 x 952.8 TOP =952.1 5 954.4 �o INV =955.9 a TC TOP =974.7 INV 948.1 INV = 947.8\ x952.5 955.6 x 957 5 a h I 952.91 952.5 52.4 5j /9 52 -2 5 TOP =951.7 957.6 ` 4 1j (/r N 957.5 INV -950.6 3 y .3 952.3 x9527 O 952.5 q4 11 f x955.7 x 95 ! U 9C6.1 x 957.71 x N I £j I 7 9 n ®7 0 � x TC/ �y\ INV- 842.4(N} ) h 1J x957.a x957/9 x958.2 x858.3 x9 2 ° _ ' Match Line _ _EASTVIEW 956.2 955.6 ° Z 956 2 \ 01 w x 957.2 ,n x 952 8 b / 57 6 - - _ /_ _ _ _ _ 1 ` Z 954.7 955.2 _ x 955.4 - - - - - I _ - - - - - a _ s _ _ 952.8 x 952 8 - - - - _ I m O x 952.6 v / 84 \- x956.7 \ @ h E ELEMENTARY SCHOOL 58' CONC w z rn `Y s� 952.6 9 4 3.0 952.5 957.6 1 LP - 9543 U • ;957 A5H 957.7x 958, RO 957.8 957.6 ~ f HH' TC 952.3 952. 953.2 TC rC O T 3.1 952 TG \ 1 956. / STORY BRICK BUILDING w 957.a 955.1 I �5)54.D TCS x952.5 TG " s GAS GB 7 r TOP= 947.2 I- - TC 9 .4 ;5 MH x 954 I INV= 943.4 x 956.4 357.9 957 5 TC n 52.5 0+ 52.5 TO =952.0 1 \ 95.1 5.0 1 - 07 \ #9375 FENNING A SE. IV f. 957.7 U I 956 2 O TC 353.2 / C INV= 945.1(N } x 957.7 x 957.8 x 958.3 x 958 5 9 8,4 1 x m 955 9557 - r 954.5 TC �g 957.9 Z m L TOP -94. 9 / y x � \ 955.0 1 9 '5 I CAS CB TC - x 9523 h ` rn 0.3 957.2 1 956.0 56.5 57.2 957, 957.6 p 3524 9a7.s �„ G 952.9 / h e 954.2 955.4 958.° x 957.5 U x 953, TC TC 952 2 n / 95Q5 1 I TC 955.2, 955,3 C 0 N C E T E HCR a DOOR ✓ 9ss 4 fl °' °j �`� TC 957.8 l) 1 I 954.2 HCR 955.3 I M BBH BTL 58.0 956.5 957.2 957.7 /J 957.0 - / ' Z 1 / i 1 I I I _ _ 1\ 955.7 rn \/ 58.0 CONIC TC UGC 958.3 m II, I I yro x 952 3 n 5 30 0 30 60 SCALE IN FEET Dated this 21st day of January, 2016 Certified by._1:J_ ?,orkanson P.L.S. Minn. Lie. No. 15480 UNDE Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 r d ,yuAiwjNG 952-881-2455 (Fax: Office: -888 -9526) West www.munde.com Mandan, North Dakota 701 -663 -5562 F17e:201517J001.dwg 0112112016 Sheet: j of 10 rMy \ lN�OA \ 9��4 840 j S) �N;F / 959.6 \ TC / 958 8 \ /�.,�` 959 3 TC \ p SyNs 959.6x My WMH \ /N�agSg /\ 99.7 \ 94j 5 2y, \ � plA4�J 959.7 �P�\ 959.7 9C9.79595 /N�e9Se9 / iC \ � %0. TC 849 \ rc � � 95 TC / ° "p` 959.7 tsy�U w \959.7 /S °'PC.o ST 3, �'9N S 959.6 / V 9592 9 0.3 rc ,y � 959.5 \ T� � 960.0 \ r0� / TC °�" V S \ 9 '4 961 51 I "HACK TC /��� s4��s %e 959.6 I/ AIS � 'I K')N)x 959.5 \\\� 959.3 / 960.8 86 D. x / C \ TC \ 959.5 � \ \ 959.2 '9S� TC1�0 H 964.8x AIS® 9 WV TC9.6 � � 9C9.1 \ j\ 9C0.3 rC ' s °� HYD 959.5 � /`,p 959.3 �,(�/ x 961.8 4 x 959 fi 959.7 LP � ST i \ 959.0 \ x � ®TC9 959 -4 s �� 9 I.I 9C9.7 HHC70� PK9® 959.5 959 x �y� jA' / Ta \ 959.5 TC ti 959 2 ' yF \ ?"ra 991.6 I seo ® �a rz {2)xD 59 7 \ ` � �'O /y 9C8.9 \ TC 960.2 �r'!arc I TC 60.4 �Y X61 I `36'0. 959.8\ 959.5 959.3 J / x 959.4 9 .6 �� 5''A3'Fh96./ TC /°< 959.0 \ T ^9� 1.2 AL 958.7 961.6 � / 961.7 X� 5 "A5� 54� \959.6 �' S4N TC 958.6 8 "PIN x 961 Jx 961 0 OJ �O � 5 ASH 4 Fj k\ jC 5 "A \ 960.959.9 1 T` fjQ /� 959.01 S 956.8 / TC 958.6 Sp'pQo\ �1 `\ c _ � IINK �HAI,V \. 5�A9f•Fx &61 -I x. 1 � S 9�.3 959. � / NCf X \ /NF 958Jx \ 958 -4 TOP =957J\ CCCCCC����,, / Tc / ' 961.4 \ ��I'0 \ x 959.2 T � rC INV= 951.0(N) 961.5 � x959,2 9 •5 x 961.5 5� "ASH\ 959. / OA, INV = 950.8 5 \ 8 "PIN \ 60.0 T NT\ A �O J 95 .4 961.5 x 961.3 981. k x 98h� \ �i" 946 I / Ce g�jg.4 Cg D �V TOP= 57.4 TC TOP =958.5 x 959.4 C5 fAFFSET) ~ x 959 -4 CJL _ (FULh OF /S" INV= 95O.�?(�Sr TjdF =9584 CB =8567 �g5 TC 4 BEB S) SrS INV- 951.1(W;E) INV =9532 IN - 953.4(Ew) Cg \ l5" RCP S (S,E,N) TOP =958.6 355.4 OP =954.\ I 9C9, �i l STRGP N I " P ST S INV= 953.fi(S,W) rC INV = 949.6(W] I 958 C TC STS 958.9 INV = 949.6 {S] \ \ I 959.0 /2" RGP y x 958.8 � x 958.8 TC 955.5 CB _ 95 TC \ � TOP =954 2 v� OP (958 ET) C8 CB *955 -2 \ h INV -9488 I °j�. INV =9535 TOP =958.2 TOP =958.1 955.6 � y � \ /5" RCP INV =953.6 INV =954.0 C TC 4 958- Z o STS 958.6 _ � N C I x 955.3 ` � � HYD O ,�U 9 �T � 58.5 TC R E /. 9558 �/ � � / °'� �j, 9 \ C� E C NU � x $ x958.2 � T \ x9.�8� / TCfi D x 955 4 TC6.0 956.3 957.4 w� 9 7\ 957.8 57.6 _/ 956, 956 5 ;-„ x �o � 666.6 Tc rc c TG \ �.g5g 9 -I�95S .ST 95 TC S6\ TC6 x 958.1 `�{� x 955.8 ��� ti TOP =956.1 9C6 g ` J y INV =948.6 ryj 956,c iC6.2 � r x958.1 y INV = 948.45} \ "' - r�H x 956.3 956.4 � ' 956.5 z g ,g X7'0 N 957 f �E`W) /NPR 984 x .D 956.2 7% qT 3 \ �'i �► TC N/ 9y4 .9 TC 956.4 � °4xC,o CB ���) / \� 956.2 95 TC 1p \ � x957.5 x957.3 � / TS TDP =954.3 x 955. 'rVq,o TC x 958.5 9 6C 956 7 956.8 '0 1/ 3 � INV =950.2 N 956 3 x 666.6 rc TC I ` � ,g5 a lip I � TG 1 1 �I Z4" OIP W 1 957.1 1 • � S 955 O 955, rC 956.7 956 -9 q�U ^ '-WV � �57� y. TC �'ROPERT 956.5 HHE TC TCS �• \ �g5� "+ • 955.3 % L //�/E" STC 356 g 956 7® ®TL y o"ti I TCS 958 -e C 5 TD 3.9� 955 G CB 36" RCP 4 j.6\ nU �, S 9562 x 958,7 V 9 LL) OP =955.2 z 956.5 \ \ � � 95. I - 941.2(E,NW) `/SSRCP DROP MH 855.6 I � p � TOPP9563 1 TC STS TOP= 955.6 " x 856.4 � '95,5 CB INV -949.9 S I ST INV =_ 949.2 {N} 958.1 \ \\��\ \�� \ INV =950.5 5 � � 955.7x � (OTTOM} \ INV =946.0 N 3� �I � \ \ .9,5-4\ TC /oYp 5 V- 950.O�IJ3 (gOTTOM�7 O' x958.7 \9S � 956.2 957.3 ��ss� \� \9S> \ �� p sqN S rc � � 6'\ 956 2x _S V \ 9,5'6. 53 9 S7 955.5 `�.' n \ _ \ � � , � \ 955_ 1995.7 \ � �`_ �A .. � .. 957.3 TC 956.9 Tc 956.3 BTL z 956.5 x 956.2 - �g56 i8.3 958.2 956.4 STC ®TCS []956.2 6, y �TC� 958.4 � STC x 955.9 LEGEND AIS Denotes advertisement /information sign BBH Denotes basketball hoop BBQ Denotes barbecue BE Denotes building entrance BH Denotes beehive catch basin BM Denotes benchmark BTL Denotes beaver tail curb BWB Denotes brick wall base CB Denotes catch basin CBOX Denotes control box CBX Denotes comrnunicatian box CMH Denotes communication manhole COL Denotes building column CS Denotes curb stop CST Denotes concrete step CT Denotes cooling tower CWB Denotes concrete wall bottom CWT Denotes concrete wall top DG Denotes drain grate DIP Denotes ductile iron pipe EB Denotes electric box EM Denotes electric meter EO Denotes electric outlet FES Denotes flared end section FH Denotes fire hookup FOL Denotes fiber optic line % / T / ' SASH 959.7 \ RcjOs � we s5 \ FP Denotes flag pole x I.9, 7,. � 9588 TS, 958.6 P // � �9/ '�- / �y � g8 8 \ sq \C 2+"'� Y95T TC HYD2 G Denotes gutter 9 2.2 , 961.2 l 96D.7x 95 .7 Oj �i' � x 959.6 ST Cp 9 \ GEN Denotes generator s °PIN c / s6 s 5 p� 956.4 s � 956.1 GLP Denotes goal post 96 -6 961.4 96 ' � `�„ �� 959.0 958.6 TC cL / � 3 "ASH °' � � TC C � 9s 2 � � `o e �s� op� 9 P c„ , � k � N �' s3 o n x 9 � r 9 \ GP Denotes uard ast 958.9 � � 9593 PL ,���8 GM Denotes gas meter �O / TC oQ,. � x 981.2 � x 9 2.3 np `�9&t.2 �� /N�c v9 s5a.2x GRDL Denotes ground light x 961.4 3. I mZ 958.0 9 ' 2 °� b / ssis / 0 30 \ � � ° \ 958.5 � � \mss Tc GW Denotes guy wire 'PIN / k 962.8 963 GR EL 962.8 ��.�. � N x 959.2 \ Sp C,o � 9 s y.�H ,4� \ 96E� QP rc s � HCPB Denotes handicap door push button 9620 96 I gam, ��+�96L 958,4 M 58.Ix 957.9 P P 9 1.9 � 959 ® / / � � � �. iC ` g HCR Denotes handica ram I � PKS 950 9627 983 -0 9631 635 ONC 4 `�6,.� T� \ TC HCS Denotes handica Si n 9E3.z / "ASN /N�` g � P g 959.0 /.. Ifi FT CHAIN 63.1 L x959,2 /N a� \ HDPE Denotes hi h- densit of 6th ene 1 e 961.1 x958.8 TC / 96 - LINK FENCE O�CO(i \ \ \ /'VVeys3 N 958. 2� -R� 57 -9 / 957.7 HH Denotes hand hale y P y � p P 8 "PIN / 959.5 961.4 % x 3 ¢9 TC ST TC '� s "ASR / 962. � 963.2 ��. \�� s , \ HHC Denotes communication hand hole 95 .6 LP 981 -3 x961.5 983,1 963' 963.2 \ g � K') B' rc / 589 59.9j � C 963• 962.4 � \ x958.3 ST� HHE Denotes electric hand hole C 962.9 � 963.1 � GATE �\ � ` 958. /O6,o '�y / CB \ HHF Denoted fiber O tIC hand hole uJ 96,(.8 Div 9627 / GRAVEL 3 62.7 � TC vc TOp 9575 TOP -956.7 p 9 19 9fiO. j x 61.3 x / � 6z.9 "� � \' 656.6 � sA x57.7 /N��95\ c HYD Denotes fire h Brant TG \ 2963. 9 � ti T ? ° INV= 952.3(N y "PIN sl,o v 63.1 k�gs2s 7 "A65H s s¢8� 4 �/p (� INV Denotes structure invert 9 9.5 'ASH / 962.6 � 963.1 963.4 x 963.2 1 \ � x981, _ \ ®958.17.9 (f, �\ INV -952.3 S \ TC 95 g 959:9 { � x 961.3 0 \ \\ PKS T N' � 957 -3 I 663.4 \ J / Tc KWB Denotes keystone wall base x6587 x961.3 / � � �� 963.1 -J \ 62.6 k � -761.1 \9567 � � 9 / T � ss7.�'N^�.o \ LA Denotes landscaped area � ti sz.8 o Z}'= \ \ \ 9s7.a A4 sr z „� LP Denotes light pole 980. I 96 .8 TC / , „ s . II "PN � x � J �' P JU �i.ti- •963.2 � V6ASH 7 \\ 957.9 /V O s � S,/,RCp,gS 957.1 \ LPT Denotes LP tank 961.1 J 62 -4 g5 4 "ELM S/- G,o S � TC s�L9 \ o a a� 963.3 \ � � \ \� x57.6 � S s � MB Denotes mailbox T 5 "ASH 963, x 988.5 -�' TC 58.7 959 -9 = x963,3 623 </ <'r 9 \ X95 CB TOP` \ MC Denotes metal cover 959. �C 4FT HAIN x961.4 / 962 -7 � 963 -0 9635 \ Cy 5'ASHx 3 \ 9 7'� %` TOP =9568 / \g5j 9589 MH Denotes manhole TC LINK NCE � 962.8 96 �a- ��c`ryq /N GcE- � \957>� � INV- 7 N 3 MRAL Denotes metal r011n 96 .4 � 63 963.2 \\ CF ��8_� 956.6 95 .5 � /NVa S F 957.2 TC \ g II' IN I 961. 96 3 �� x 962.2 /\ OqT 983.2 � +'9 \ 3� p.0\ \ \ A1S TC� Wiz' 2 � �D Denotes overhead dOOr � x � � � 9638 x963.5 62.0 \ �E961.3 k \ \� �\ �j5 �9,5�_\ 956.8 \ OHE Denotes overhead electric line x 958.4 m X 982.9 963- 963.3 LP s I B - � R �6 3 ro 962.8 k �V�L se3.G x 95� � �9'sss.s rc / rc P Denotes er Ian not field verified / GRAVEL �" k � \ 957. \ PIV Denotes postpind�ator valve T� I 9 0.3 m � 959 �. � 56 9 9B 1•.� x 963.3 X964 4 / x 962.a \ I I'PIN O 96 7 96 .5 � � 2 g �D � 1 61.4 (� ` � \ \ � /O•� 95T.CI 95 G � Op 961.2 (962.7 COQ /? , x 9628 962.8 982.7 � 963.8 9 \ � \ \ s� 9s z p�cs 956.6 PKS Denotes parking sign I x963.4 x963.1 / k + � Tc \ A�ys rc PP Denotes power pole 59.4 � x M ry 2 $TORY 96 62.9 962.6 3.2 963.4 I 61.5 61 5 \ \ \ \ \ \ 956.8 PKS® � / � x� � � \ /e• \ PPT Denotes power pole w /transformer 9U /LD /NG- < /�l'�qq k \ 95 - � \ ,so" \ srss'� PPU Denotes power pole with underground utility I 9 0 -3 � '° / T / / J J� x 963.5 962.9 x 962 4 x 981.8 + � 991.E I "PIN � 96 ?9 $? / U � I \ FNC�� 9609 \ \ "�B'o�g,�\ 95\ \ 9589 9�' \ 956.4 \ PTBL Denotes polyvinylablhloride pipe T 958.3 � X 96 1 I N 3826 /✓✓mac - = x963.4 / k \ \ \ � \ TC 956.6 'rT,s / TC CB p 96 9829 63.4 � 'f" 961.2 y\ \\ \ S6 \ 9S TOP =955.7 RGG Denotes ribbon curb - � iJ $ 62.9 O 962 963.1 963.4 961.2 �j � \ • 959. ,g � INV= 951.3(N,S) \ ,Q wN 95 .5 U 962 _i �' 960.5-';" \ \ \� 6\ /8° 9,56 � ry 959.0 ao vv TC� - c4'i \ 1 I TC 3 ojrd of X 60.1 962.2 962.4 / x 963.1{ x 961.4 \ + � \ 6�9 \ x 955.2 56.7 � Opp 956.4 STS C \ p p s5 5 "� � r RCP Denotes reinforced concrete i e l \ x9622 GArr/ sso.3 ucF \ S� �T. N �95s4 \ 956.1 RD Denotes roof drain o. �rndm I 9s. 5 °ASH 9631 GRAVEL s3 -4 � 962.9 I {'yss \o.a 96o.5x t � \ \ 43s1w / i9s �' " "o D SAN S Denotes sanitary sewer 1 � 1 60.7 �- 980.4 98a3 Q,4 \ 9 5 \ \` � 'eJ l�P� 6' ''°� \ 5ANC0 Denotes sanitary cleanout 192• � � ��zz I \ x 961.1 \ k 982- 963 -4 6 � 1 9 0 z 983J � 960.6 \ x � \ � �95fi,5 � \ 6�� 963.4 � r'I� 60.6 x955.3 TC gJ`6_ My / 955.9 ST S Denotes storm sewer I X x961.6\ \ q � 9 0.3 \99 �57:\ � \ � � TOP -955.6 Top � re \ STC Denotes top of surmountable curb 960.0 _ 958. \ / � 1 (/ E G TE `S � INV =951.4 95 � 956.0 I Iz'P1N TC /F /ss2. \ x9830 / x961.8 Fss1.o � 960.5 zw \ �� TC Denotes to of concrete curb 956. z w 980 2 � k fit -9 z 962.a / X = � X \ \ \ \ \ \ /iy! g � N 95 xa 955 6 955.7 P T� aZ 5 "ASH � x663.1 GRAVEL 662.6 � \ 666.6 / re g z �� 659. xs o.s / / "Z \ � � \ \ � 645) p \ TCS Denotes traffic control si n 3�I I � / � 0.3 �Y x960.5 \ \ \ 957,7 \ Tc\ s!' , TL Denotes traffic light �� I I } I 961 � x963.1 / �.�, ,0 955.Sx 956.2 955 -7 60.1 �? I x 961.E 961 5 962. °� � ,oTFMpp x 9fi L0\ 9 \ \ \ 95 T" �� °c 955.8 TG 955.5 Tc \ TRAN 5 Denotes transformer box 12 "PIN GAT x8622 63.0 \ / , x961.2 / x6606 660.2 x �qT N qnY \60 \ � \�\ \ 'SQV s 9562 x e / \ UGC Denotes underground communication line s�o x I \ 962.9 \ / / a F M ssD 955.9 s 955,4 C VPE Denotes vent r i oe nd electric line -_ / 963.0 x 961 9 I x 960.9 SS '9SF \ 955.8 �P C I `.yo.\� 958. 960.3 g6(� 9 963.0 F-V'p pe \ \ \ \ rc TC 95TC�° 6`/ 955.5 \ W Denotes watergline 1 k x 962 -5 x 960.4 �/�� EiyT \ \ \ \ 3. � P P 0 °Q TC 5 "ASH \ r"" / / X x9602 960.5 /RgTj NwRi�yT \ \ \ \ \\ '955.1 g P6 955.7 955.5 56.0 95rC / 955.2 TC5,4 NV =950.4 /S•R\ WVH Dentesswaterrvavenhole °� 95.7 _ x yJGE x-981.5 961. 11 /� Oq T� i.'0 \ \ \ \ \ �\ TC C 955.9 S'SS 955 3 T S Cfi 2' TC ` g5g 2 61.5 LP GAT \ / x 9608 � 960, I , z fd61.0 /�/0 Nw \s< 960. \ \ % %7.2 C TC / X I �k \ / x 961.4 v \� INV =950.1(E W) gAS Denotes BaSSWOOd tree � � I1 k k 961. \ x 982.3 I T�. }� \ 6.0 TOP = 954. (\ \ INV= 950.3(N� � � � I � 961.5 \ x9624 x982 -I X x o� \ \ \ \ \ \955 -I 9559 xg " /S` ce CRAB Denotes Crabapple tree � x 962 -4 x 955. Rcp 4 9 TC 955.3 TOP =954.8 959 -7 I x9578 960 I \ / Tc 9ss -4 \ HACK Denotes Hackberry tree 13'PI IX 5"A x961.8 Z/ 980.2 \ 0,2 \ \ 955.6 955.8 955.Ox /B" C INV =9498 W) IZ Q \ 96 x960.2 Eo xg5� rc 955.8 �° 1NV= sass�s) � MPL Denotes Maple treeree N TCa I �r 961.2 961- \ / / GATE \ � \ TC T ' / x980.6 xssae x955.2 /o•. x955. 955.5 � PIN Denotes Pine tree �ol 9 fTC � 959. 9 0.6x \ 6 I \ \ 9s ,0 955.8 r" x 961.5 961. 959 _ O a2� \ /962.0 / x 960.9 G TE 96 D. x 960 5 33\ �' "R 95 rc PINR Denotes Red Pine tree 'S vc �9N 955.0 ST � x955.2 \ x gg5.q 955 s � s.B s SPCB Denotes Colorado Blue Spruce tree I I I' PI U 2 \ / / 9fi O \ \ \ \\ 55 -0 0 955 7 B z I � �`� x x661.6 � � / / \ � 3s� c rc C SPCC Denotes Colorado Green Spruce tree 955.7 � x 955.3 9q �,6 I _ _9 5 4�2 `J / / x9604 x960.2 � \ \ 95 955.0 by co N CIR SPR Denotes Spruce tree � 5�s � / x 9 .D x950.9 x 960.6 \ � \\ rOp E T �a x957, I I / 961.1 x8618 x9620 x961.6 / x960.9 LP x 60.0 OI \ \ � +� \\ 5TC /lVV �'95S,2 956 F TR Denotes deciduous tree �_ � aeG.a kkP ssi. �� ® H � 57.8 x 960.5 � \ � 4 J x 956.0 '�V y4 �\ � -� � k � 8 FT CHAIN 9 0.0 x 57.\ 954.9 8 / 955.9 9 I `9 8. "� C Z � (TC m m 959. / / x 961.4 � / LINK FENCE \ 59.9 \� 955, '?N 'PC,'o J 6 I _ m II Z I �� \ � P x 960 6 0.o X x 960 -I � \ \ \ \ \54. TC N V =950.0 954.9 sgSS T TC 956 / x 960.6 ��•� \ \ \ /S R %� 1 - .ASH � / � � 7C TOP -9542 T / III/ 1 / 9.8 \ 9S� \ INV =949.8(E W) /N(,� 964 .0 L ,�+- � <9601 k k� \ � x961.1 / W x96 D.B 3'T C,o � C � g�s 7 U x 961.4 x 961.4 j \ \ g \ 954.9 s, CB May �� „�N 9607 \ x x 957. 57.7 9 B' k GAO, / k 960 6 x 959.8 \ x957.2\ /S" �CYA x 961 4 \ � INV= 949,6[N} 8 9 � x 960.8 x 960.2 9 \ 954.8 S/.RL)o CB J T� 980,7 96 D.B \ x961.5 959.8 �:8• \ <C 9 9.8 958 I � / x 980.7 x 960 � x 960 6 x 959.9 x \ \ � \ �TC S TOP -954 -3 x c ' TC 9 \ 9 INV =95x2 ®95 5 I k \ x 961.2 6\ x 959.8 \ �\ 'S8 � � /p "p L ���IN 1 x 960.9 \ x 961.3 /9 -i' x 959.9 n 9�0 -� \ \ �TC _4 \SANS 980. 955.0 _ I � x 959. \ / / 9 9.7 x 960.4 �(p� x 959.6 \ \ \ x 987.6 \ 4.3 TC x 959 7 \ \ � \ k x 961 0� / / x 960.6 x 9602 5 '8 59.9 x 960.5 \ 955, 9594 ��PN x 957. T�7.5 1 0•, / X961.0 959.3x\ \ \ i V 9 3.9 LL TC 958.2 'Dl�\ + x960.4 x959.8 / _ In / TC 2 � j 959.1 960.5 x 961 0 � x 961, I � J / / x 980.3 x 960.5 \ \ 5 \ \ ill x 959.9 I c� \ 95 x 960.6 x 9902 x 959 6 x 959.3 9 f \ \ \� ` ! � I �I 960.2 x 960.3 x 96D.9 x 959.5 ® 3' "PIN � op Q I CATS�! / x 960.4 x 960.6 959. � 9 8 x 959 -9 x 959.7 x 959.5 �g5 � I 957.3 *� \ \ 0.0 960.2 +9 �G x 960.4 / x 958.8 �� �9,5j \ 59 -9 x 959.5 95.2 �Za � 957 4 '5PR 960.1 + 8 FT CHAIN 960 � �+ \ \ �= Q 95 •2 I LINK FENCE �� 958'9 5 "ASH m - 958.0 8 TO � x 960.2 TC � - \ 1% x 960 -3 x x �Z / / x 957 7 � I � \ °0 � x 959.3 960.1 \+ 960.6 960 � 59.9 959.8 9.0 C 957.9 8 "SPR 960.0 x 980 -5 x 980 5 x 960 -5 x 959 8 rCS x 960.6 'P x 960.3 x 9so 2 x 959.9 � � x 957.8 I \ 960.1 x 59.� FT CH -�� 959.9 O x 960.4 x 960.2 \ 2 8 "SPR -H LINK CE 59.9 g6 x 959.6 x 959.3 x 959.3 _I� x 958.7 x 58.0 9 9.0 958.7 - I I 959.7 I x 964.2 / x 960.0 x 959. I � U T a "PIN l Ip 1 3'SPR x x 959.7 \ � g5 -2 TC I x958.4 ` 96 PIR 9 0 / 59.9 x960.1 / �jQ Q •3Q 6Q 958. x � 960 -It/ 959.8 m TC 959.5 L x %0.3 x 960.1 959,9 59.9 5'ASH 4 SPLC I 960 SCORE x 960. I / \ 958-5 I � � / .958 PR BOARD �- x 96D -2 /x x 960 0 x 96D.4 9 "PIN / I ' x 95 .3 - 960�OpC 59 -6 � � 2_a�sPCa 960 I •96 959.8 x960.1 7�/ x960.8 SCALE IN FEET 957 � s "SPR F� �' 959• / 6596 I sss.ex�6G 1 PURPOSES POft DOCITNOA 7DI98271NAGE / 9s x 960.2 x 960.3 x 959 -9 x 960.1 x9$9.8 x 959.2 r x 958.9 958.2x MH � x 9580 958 958 � - \ / 95 J \ (BOLTED SHUT) x 960.4 x 960.2 x 960.1 \ _ _ / 957.0 957, _ � 3 PR 0 I OP =959.4 959.9 X� 959 9 959.8 � "959.8 PKS _ TC _ _ � l�iC7 tCl7 L i%l P. _ ��X�.2959.7 X - X_a��X -� -r _ =4" �_ =�0.0 - - - - � x 980.2 _ _ _ _ INV 5.5�'I�,� INV 944.7(N,S} x 95 .I x 959.5 (See Sheet 7) �- - �S LP9��- - 959.8 959.8 960.5 - - - - - �� t Sheet 9J 960 -z 960.4 - - - - - - saN s - - - - - - � - / � x958 p x960.3 l/GE 59.8 GRAVEL 959. I MH \\ FOC 960 -3 F� x 959 -8 .FOCI 958 -6 � 1/ _ x 9 .2 � ,--.r 958.4 957.9_ � 958.5 (p (FBDLTED SHUT) x 959.6 x x 96 x 959.4 OP- 959.6 - - hOL > � SPJ;f'3'` ��gsa6 3SPR3''.SPR3'SPRS�' 3'SPR Dated this 21st day of January, 2D6 958.3 � / 599 959.6 S STS x 0.2 '.. g6O ... .. - �,59,,5T958 956.5 958.4 958 -3 958.0 958-0 � 957.7. tC� � / / 960. 859.5 4 "ASH x 959.2 959.4 �� g5'� 95920_ - 959.Z�m -958, ® ® ® - -� �� 5d "S°R �� 1 957 7 � -.. -� 2 3 SPR - 95 .8 3 "SPR 957 x 959.5 x 959.2 960 I 960' R 3' SPR r- -'g59� � SPR 3'9PR -, R, a 958 -5 m ® 958 6 3 SPR I 957.53115958 � ��SPR SF 9 958 3 960.2 x 959.4 x 959 2 � 'SPR- 1 3'SPR 3' SPR 59 3' SPR B 957.4 � 957.5 957J •9 x 959.3 � -959- 959,6; � .� "' �� -�' R ' .95$.1 P TC T � 96 / 959.7 959.4 � � �_ � ._ � � 7 „� r � 9Jf' 8 -. - 957.7 �7�$ 9 ' � 957.7 5 4 "S SPR �-� pR 3 SPR 3 SPR () R gnb6.�.g 956 -5g.5� -SPR - ---.. 958 I „ e :.957.5 957 �- =PR 3 "SPr�� � 5 P 5 SPR 5� �� 956 / r x 958.8 `^ -�' -959- - 959 9 � x 957 5 3'SPR 3'SPRS "SPR � - �� 0-- 953'Q- 5PR 3 SPR ; )58.2 / �95fi 8 / \ 2/�� O � 959.8. 3'SPR 7 "SPR � � r 3 3 "5P$� 5-SPR �-3 - 967 -4 '��4 �R 3 „5PR 956.8. 95�� 956 8 �11 5 "SI / 958.7 Y- -�-- -- ,. 3 SPIV 9 6.5 ' 957.1 956. Certified b 8'P1N 96 / - 6 "SPR � �-.� -- �` � SP �, 3 "SPR 3'I SF'R 3 "SPR 3 ".SPR .,.__,_5 "sp�_3� •����9,,56 3 y; -- - - -- - - -- - -- n 956 5 1 / 959.9 x 958.5 /959.4: /`.957.7 - 5619 - 958.3 956.4 �¢r2 � ^� r955'd^ -� •: SP �5'SPR _ j �,,. `� - -. -•- -v_ gg5�6 ,. SPR 3 SPR � �5�- G / � GR A V EL1 / � �" 99� - 95 5 - -�6 4-� � -956;9 G 95T-C4 � / 60.0 RCP STS / x � --957. �� � � � � � � FT CHAIN _ 958. _ �� 6'g� � "$PR / /J7 "SP ��� -3"gPR 'SPR 5 "SPR;., 5'�Fi 8 "5PR " fi "SPR. 3'., gp X9561 M, 956. 956 I ,555 9 956:1 955.9 955.6 5583 SPR -: , g ark S. Hanson, P.L.S. / 54 / / 9 956 x957,8 BENCH LINK FENCE � � .,� ._ � -958 88 � ' _x �. -x-954 �_ 956 �` 9JrJr x 3 SPR 3',; R ,3 SPR �x-9 3 SPR�S PLi3!'�p R3�` �� � l 955 x963.6 95' Minn. Lic. No. 15480 1 � 957.3 � 958 -6 . 8rt�957.8 95 957 0 / 955.9 954J 954.5 3 „SP • �4�C / I I /� / 9G� G � ` 957.4 X�_� X 957.8 \ 5 "SPR SPR 3'� � 3" R� �� 954.5 3' SPR �R �- 954.�954-3"SPR SPR.. � 9�- -954- � � 53.3_ .� 11 ,/ gg{p x 953. Z 957.1 ,ODE I x 956 7 i i � � .cii5 1 X �=X: X sSZa 9575 I x 957.7 �__ _ J x s ' x 954.5 � -� x 953.5 �Y u ����� Main Office: 9001 East Bloomington Freeway (35W) •Suite 118 Bloomington, Minnesota 55420 -3435 r ,� 1V17 SUD��/'� 952 -881 -2455 (Fax: 952- 888 -9526) L[ii ►l/ A iT West Office: ". WWW.SUnd�.00m Mandan, North Dakota 701- 663 -5562 File: 2015 /7300 /.dwq 0//2//20/6 sneer: 10 Of 10 5 MONTICELLO HIGH SCHOOL ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Independent School District #882, Monticello Public Schools, a Minnesota corporation, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Lot 21, Auditor's Subdivision Number 1, according to the recorded plat thereof, the North Half of Lot A of the Southeast Quarter according to the plat thereof recorded in Book I of Sectional Plats, page 570 and the Northeast Quarter of the Southwest Quarter all in Section 13, Township 121, Range 25, Wright County, Minnesota. And Lot 17 lying South of the center line of Chelsea Road; Lot 20; All in Auditor's Subdivision Number I, Wright County, Minnesota. EXCEPT: That part of the Northeast Quarter of the Southwest Quarter of Section 13, Township 121, Range 25, Wright County, Minnesota, and that part of the North Half of Lot A of the Southeast Quarter of said Section 13 and that art of Lots 2D and 21 Auditors Subdivision Number I according to the lot on file in the office of the Count Recorder, in and for said Wright Count Q p 9 P Y � 9 Y, lying southerly of a line 40.00 feet northerly of the fallowing described line "A ": Beginning at a point on the west line of said Southwest Quarter distant 1310.69 feet southerly of the northwest corner thereof-, thence North 88 degrees 36 minutes 13 seconds East, a distance of 2711.24 feet; thence easterly a distance of 200.00 feet along a tangential curve, concave to the north, having a radius of 13,362.77 feet and a central angle of 00 degrees 51 minutes 27 seconds; thence North 87 degrees 44 minutes 46 seconds East, a distance of 1015.00 feet and said line "A" there terminating. For the purpose of this description, the west line of the Southwest Quarter of Section 13 is assumed to bear South 00 degrees 12 minutes 29 seconds East. Has caused the same to be surveyed and platted as MONTICELLO HIGH SCHOOL ADDITION and does hereby dedicate to the public for public use forever the public ways and the easements for drainage and utility purposes as shown on this plat. In witness whereof said Independent School District #882, Monticello Public Schools, a Minnesota corporation, has caused these presents to be signed by its proper officer on this _____ day of --- - - - - -- 20__. INDEPENDENT SCHOOL DISTRICT #882 BY; ----------------------- - - - - -- -its COUNTY OF ___________ STATE OF This instrument was acknowledged before me on day of 20___, by #882, Monticello Public Schools, a Minnesota corporation, on behalf of said corporation. ------------------------------- Printed Name Notary Public, ------ - - - - -- County, -- - - - - -- My Commission Expires _____ --------- - - - - -- Signature the of said Independent School District I, Mark S. Hanson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this - - - -- day of ----- - - - - -, 20 Mark S. Hanson, Land Surveyo Minnesota License No. 15480 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on Printed Name Notary Public, ------ - - - - -- County, My Commission Expires ____________ day of ------- - - - - -, 20 - -- by Mark S. Hanson, Land Surveyor, Minnesota License No. 15480. Signature CITY PLANNING COMMISSION, MONTICELLO, MINNESOTA This plat of MONTICELLO HIGH SCHOOL ADDITION was approved and accepted by the Planning Commission of the City of Monticello, Minnesota, at a regular meeting thereof held this --- - - - - -- 1 20 ---- go Chairperson Secretary CITY COUNCIL, MONTICELLO, MINNESOTA This plat of MONTICELLO HIGH SCHOOL ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this 20___, and said plat is in compliance with Minnesota Statutes Section 505.03 Subd. 2. By: - - -- Mayor In City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd, 11, this plat has been reviewed and approved this ______ day of 20___. Wright County Surveyor WRIGHT COUNTY AUDITOR Pursuant to Minnesota Statutes, Section 272.12, Subd. 11, there are no delinquent taxes on this land hereinbefore described on this plat and transfer entered this 20___. ------------------------ - - - - -- BY:------------------------------ Wright County Auditor Deputy WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 - -_ on the land hereinbefore described have been paid this - - - - -- day of ------------------------ - - - - -- BY:------------------------------ Wright County Treasurer Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this ______ day of __________- 20___, at _______o'clock _ Cabinet No. Sleeve— as Document No. Wright County Recorder day of day of w z V v 0zo 1_�o cON W L0 C F- 0� J c� I�/ w LL_ � z \ tr N O Cr l �I-j UF-�Z CK MS 33 40 rr 11 d �j 40 33 �j I LIB u_ (,) c j � LIJ C� L'I 1 7 j �F LIJ l VI VL_/ \IL/l7L_�__ L-1 / I w U I L` o ON 14-F_ 'o 3LL No Ww �Z Lo LL o wo z w J N — �'� N � 0 In W a cv �i O i� o LI Z Ln � u I � LIJ � J 40 33 40 A inn lT / /Nr -/ / n /VlUIV l lvL_L_L.l./ u UlV1/VIL_/ \ uL_ vL_/ V �-r n n n W r9 0 N Q ~ Q z J as J Ww o I 0 ~ p N - 40 Q —52 N Z M Z Z —12 O K) tea, ac.i of 00 Oz Cpw Li- [L wvo rcn w d L V) Q W bj n Lun En tr W a. W r9 0 N Q 1,12 l n -T- L N W CORNER OF THE NE 1/4 _ U l l � OF THE SW 1/4 OF SEC 13 AND NE CORNER OF LOT 20 - - --, -N LINE OF LOT 20 \ N88 04255 "E 2622. 78 -- �\ [N88 °42'54 "E] 752.65 - _ 558.74 3789.05 - - - - - -- EASEMENT FOR UTILITY= 0 1/ / I 1 - DRAINAGE AND UTILITY EASEMENT (J� J� �J J\ �J �l J L -77 AN D DRAINAGE PURPqLC?j O 00 .�!. - -S89 °59'59 "E 291.85 - PER DOC. NO. 719827 :M N 00000 0�, [N90 °00'00 "E] [N90 °00'00 "E] °d o ,l`✓! S89 °59'59 "E 209.83 ; ti- \/ °000 \ L lJ La \ Z w LLJNQN w ~ LL. = r7 o I_ — _z O L o J W �o l N J U 0 I� - - - - __T day of T - - UNITED POWER ASSOC. ELECTRIC _ `a 12.00 DRAINAGE AND OF 150 FT. EASEMENT �n / TRANSMISSION LINE EASEMENT PER BK. ' Ii /I UTILITY EASEMENT 89 MISC, PG. 71B (DOC. NO. 421382) -, - -- 2670.40 -_ }PER DOC. NO. 421382 - I I - I- - - i- -- _ _ _ _ - - - - - - - " "All O / // � ' o n o " r- ' \r``' - - .588 40 Jr"9 w 2710.41----- ��I�rIV l - - - ___ o -LINE A q� J Q� ��f� [N88 36 13 E] N88 40 59 E 271 1.24 40.0/ - = = - -; ; " - -- r _ `F - � _ V - I V 2L7LT a= - 00 SW CORNER OF 40 50 -S LINE OF ;F7vvi_ L�� -� ✓��- �7 THE NE I/4 OF j �`� L= )n /n /n l / /// / LOT 20 i )nlA/A / l 111 l > v / —I / \ LJ l l V / —I L _ � 7 / L _ L _ �.. v / —I l \ L/ l l V/-1 L _ % 7 / L_ L - �-% F THE SW 1/4 OF 7 / _ SEC 13----- > r r 00 �i L _ v L/ / V L/ / I L/ U / l / l./ l V � N - - - - -- 20 —_ M. and was duly recorded in �I- I � i SW CORNER OF SW 1/4 I OF SEC. 13 (F000 C /M) - PRELIMINARY Date: 4/11 /2016 !V 120 0 120 240 SCALE IN FEET • Denotes found iron monument O Denotes 1/2 inch by 14 inch iron monument set and marked with PLS 15480, unless otherwise noted The orientation of this bearing system is based on the Wright County Coordinate System Bench Mark: Top of top nut of fire hydrant 45 ft./- southwest of the northwest corner of High School building. Elevation = 964.69 feet (NAVD88) [ ] Bearings and /or dimensions listed within brackets are per record document. SECTION 13, T. 121, R. 25 F__T_tK \\� z w °_° J Q \\ITE o o \� J Z \ SCHOOL BLVD. a U LOCATION MAP NOT TO SCALE Drainage and utility easements are shown thus: o a Being 10 feet in width and adjoining exterior plat lines and public ways, unless otherwise indicated on this plat. JISUNDE LAND SURVEYEVG SHEET 1 OF 2 SHEETS ~ V z J as Ww z� QJ 1,12 l n -T- L N W CORNER OF THE NE 1/4 _ U l l � OF THE SW 1/4 OF SEC 13 AND NE CORNER OF LOT 20 - - --, -N LINE OF LOT 20 \ N88 04255 "E 2622. 78 -- �\ [N88 °42'54 "E] 752.65 - _ 558.74 3789.05 - - - - - -- EASEMENT FOR UTILITY= 0 1/ / I 1 - DRAINAGE AND UTILITY EASEMENT (J� J� �J J\ �J �l J L -77 AN D DRAINAGE PURPqLC?j O 00 .�!. - -S89 °59'59 "E 291.85 - PER DOC. NO. 719827 :M N 00000 0�, [N90 °00'00 "E] [N90 °00'00 "E] °d o ,l`✓! S89 °59'59 "E 209.83 ; ti- \/ °000 \ L lJ La \ Z w LLJNQN w ~ LL. = r7 o I_ — _z O L o J W �o l N J U 0 I� - - - - __T day of T - - UNITED POWER ASSOC. ELECTRIC _ `a 12.00 DRAINAGE AND OF 150 FT. EASEMENT �n / TRANSMISSION LINE EASEMENT PER BK. ' Ii /I UTILITY EASEMENT 89 MISC, PG. 71B (DOC. NO. 421382) -, - -- 2670.40 -_ }PER DOC. NO. 421382 - I I - I- - - i- -- _ _ _ _ - - - - - - - " "All O / // � ' o n o " r- ' \r``' - - .588 40 Jr"9 w 2710.41----- ��I�rIV l - - - ___ o -LINE A q� J Q� ��f� [N88 36 13 E] N88 40 59 E 271 1.24 40.0/ - = = - -; ; " - -- r _ `F - � _ V - I V 2L7LT a= - 00 SW CORNER OF 40 50 -S LINE OF ;F7vvi_ L�� -� ✓��- �7 THE NE I/4 OF j �`� L= )n /n /n l / /// / LOT 20 i )nlA/A / l 111 l > v / —I / \ LJ l l V / —I L _ � 7 / L _ L _ �.. v / —I l \ L/ l l V/-1 L _ % 7 / L_ L - �-% F THE SW 1/4 OF 7 / _ SEC 13----- > r r 00 �i L _ v L/ / V L/ / I L/ U / l / l./ l V � N - - - - -- 20 —_ M. and was duly recorded in �I- I � i SW CORNER OF SW 1/4 I OF SEC. 13 (F000 C /M) - PRELIMINARY Date: 4/11 /2016 !V 120 0 120 240 SCALE IN FEET • Denotes found iron monument O Denotes 1/2 inch by 14 inch iron monument set and marked with PLS 15480, unless otherwise noted The orientation of this bearing system is based on the Wright County Coordinate System Bench Mark: Top of top nut of fire hydrant 45 ft./- southwest of the northwest corner of High School building. Elevation = 964.69 feet (NAVD88) [ ] Bearings and /or dimensions listed within brackets are per record document. SECTION 13, T. 121, R. 25 F__T_tK \\� z w °_° J Q \\ITE o o \� J Z \ SCHOOL BLVD. a U LOCATION MAP NOT TO SCALE Drainage and utility easements are shown thus: o a Being 10 feet in width and adjoining exterior plat lines and public ways, unless otherwise indicated on this plat. JISUNDE LAND SURVEYEVG SHEET 1 OF 2 SHEETS NW CORNER OF SEC. [SO 012'49 "E] 13, T. 121, R. 25 708.88---, MONTICELLO W LINE OF <� SEC. 13 - - < �Q -1 \ o° 1 S6S QO SCHOOL e Q) w \ \ O / �` -1> l// AWR osFN/- w cn \ \ l ,' FS pFR Raq C� > r LIJ J , _J ) Z Z Z I - �ij OUTLOT \ \" a -NOT ' -' - EASEMENT FOR UTILITY VC1J ! TANGENT - -- 1 - \I �, `I\ 3 /� AND DRAINAGE PURPOSES p I / --NE CORNER OF THE NE I/4 I PER DOC. NO. 719827 Z 1U) v OF THE SW 1/4 OF SEC 13 Of w w v. I I AND SW CORNER OF LOT 17 1 42 ° 4,5 2 o =z �iJ </ �� // 11 2? ro E d =20 26 24 \ - -- I �9, _ -S/ s ° � o �\\ �\�,. I FOUND 112 OPEN I 1 `S5 °220 ``E� L= /70.3/-= �-- _--- - - - - -� - �-` - -- '" � I OS /F I 3 /RON MONUMENT \ 50 Oa° � ` \1 (\\ SO �O9'l l /IE N LINE OF THE NE I /4 r � �� � ° I S 5• O � - z a Q ° 5N, $ I I OF THE SW I /4 OF p J �, �,, I [N$8 32 28 E \ ,2 � " 1 1 SEC 13, T. 121, R. 25 ��\ _J f1 3 °g3'42 „� N88 32 24 E 1 `SD�^669 -S LINE OF LOT 17 \ 47.43 - -- \ -- `t � ° A -51 - - 281.31 I / HIGH ADDITION N89 °l 1'0 1'E 100.15 50 °40'27 "E ,402.05 _ SE CORNER OF THE I____SE j SW 1/4 OF THE NE L( -j 1/4 OF SEC 13 1 -- N88 °4255 "E 2622. 78 - -- / -- -7 - _ _ _ _ 1 zo6.28 7. 1 - N 9245 _ - - -- \ / [N88 °42'54 "E] 634.21 -- p - 255.27 - -- ° S42 °03'34 E I _ I 6.6,'' / "/ -N LINE OF LOT 21 2 9 [ ] I C, ° o S° 4° I 1 N88 42 55 E - A \, �2 03 S42 03 28 11 I `� _--- - - - -__ P O N -- 3789.05 i1 + II _ _ _ _ _ - - -- - N LINE OF [N88 °42'49 "E]�i��0 \ 988 - 200.83 - �`- �7�8g� „� ° ' I� -- - -- I _ >: o LOT A -NW CORNER O°0 .o N89 04 35 E ,�� [N83 °56,07 "E 214.4 /TEASEM NT FOR UTILITY 1 I [888 °28'24 "W] S88 °28'20 "W 693.80 SQ o OF LOT 21 �'6, sc9 \ [N89 °04'29 "E] �� \ V` N�56 ° I AND DRAIN GE PURPOSES - c�l o N90 00 00 W I P N88 28 24 E 750.40 , O O° O s, [SO0 °23'38 "E] [ ° I ] PER DOC. NO. 719828 - - �- - - -- o o I I I I [ ] sr/ O° �6 �,, ' / ° 3 C� / S00 23 32 E �p - [�1 O/� O 1 62.57 = �� 1 = cYc� I cv cv I N89 59 59 W I I I \ EASEMENT FOR UTILITY 6 6'O �St,, J ` Q ^ I 0 0 -WATER EL EV " -_ 190.75 - 0 0 = 946.8 FT. \ 1 AND DRAINAGE PURPOSES ��, (`J �/ q� J 2- °� ` ° J �b0 \/� 819 °20'46 "W I :1' r z z / I , ^ -SHORE 1 0l 1 PER DOC. NO. 719828 P e `� [ 62.32--- I I -t.- \ 12/10 2015 a°'o 3 3 J J LINE- I cO \ \ \ cp000 FO��v 1� \ S 19 °20'52 "W o o N_ 1 I w- DRAINAGE AND UTILITY J EASEMENT � p [569 04'0 I W] °, I I °o o w w \ I / t w 1 / r ` c��`' O OG /y / S�' /w 569 004'07 "W c�i�` J I c� 115.47 a o co °_ - / - V I cv� ,IvP�O O 6S° 9� % 70.05 N89 °59'59 "W a °o N �I N3 _ _ PQ\ 0/ s/ [N900OO'DO "W] I/ '' �� \ �\ N83 2 , �, 2',3 1 W 1 9.68 6'0 <v� `�i `� - �' v'I -�1 �/- �° h S \ ° 15.62 I S� -- � "W � 9 O , ,- • �� ° � � � [NS3 22 37 �G; I_ _ _ =- WRIGHT CO. HWY PLAT NO 14, DOC_ NO_ <161< / 6, 0 z y \ O 448031 (UNDERLIES HWY. PLAT NO 55) Sid° �O , .^�`� % I �' �/O j ', � °�� Io --I 4� MARKED PLS 5 80K- O A /y .0K 1. co ° / / PARCEL 3 WRIGHT CO. HWY PLAT NO. 5 R °� �� �h `� I[S88 °50'49 "W] \�\�5 \ 1\ ^� "j I 14. HIGHWAY EASEMENT PER BK. 93 �J ` ��\�0 N& J. �i rL� ^�1��� S88 °50'55 "W �5� g5 w r\ I > 4 9 h� \ ,--80.4 ` � 1 I MISC., PG. 764 (DOC. NO. 448067) / l N64° S2 4 �� ° � � w ,.� co I -1- - - - E LINE OF LOT 2 I AND E \ �� 6243 wj /`'' a w I ` v r I OF SEOC. 3 I /2 OF SE I /4 w0 Qco I rn 0)o -/' �v,o z Ld N1 J I � i 00 0 <_ \ �cwn r ° ° , -' z oQ aN �� Qo I �I n /n n /T / /\ � -/ l n inn fn d F- L =� w\ Ja00 O I I U) U) J wow �o \ =z VI L,// / /vL_L_L_l/ �.lJ /V / /v /�_/ \ ��_ z - w i= rn �i I ( _ - z ° � ° I NI �, � -A / - -Tr /r -A /T/ / A n n Lu�ZO oar I /\ ° ��� wo (J� ao I 0 I �.L__/ v / L-_/ \ �;t_ IV L7_ v / F7 / -IL�ti �w II - o o I 1 I wo ww \ °�- J ? N I I BENCH V \ �� -� nnln/ n n l {' n ZQU o MARK L` L - �/ / \ I � I � l VI C_ / -1 U l� v v lei -1 -1 V L_ . zOw° woo c�1 /\ w0'� w3 _ w ° I I \ / �� I I DRAINAGE AND I I �I 3: ¢zw ZI \ w a I I \ �\ \`' UTILITY EASEMENT-_::-__ I i °O v, (/) I zl' I I � I � �. 0 1 I LO T 10 I <; °� o LL F- \o BLOCK oa- �� LIJ 4-1 C) \ Z I !' \ -�1 \ 0. \_' <> 15.6 �' `C 2 \, �) � <> L-A - 1< - -I 438 FT. N d -V o5/ i27 - UNITED POWER ASSOC, ELECTRIC /- DRAINAGE AND / OF S LINE [N00 °00'00 "E] _ - - - - -- OF SEC. 13 ! TRANSMISSION LINE EASEMENT PER BK. I / UTILITY EASEMENT � �N 6 �,! � NDO °00'09 "E OF 150 FT. EASEMENT R -1 3322. 77 I 89 MISC, PG. 718 (DOC. N0. 421382)- - 805.00 II _ - - 38 - I --DRAINAGE AND /° 643,, l' ,; _ -, ,104.70 _ \ - - - - - - Ln ! / UTILITY EASEMENT /6' PER DOC. NO. 421382 _ _ --L =/ .99. 40 _ _ _ _ - ; 2670_40 - - - - - - - -�- I - - - -- �_ � "� - -� � � -LINE "q.. I 0 587"49'J2 "w /0 /7.38 NB7 °44'46 "E] N87 049'32 "E 1015.00 r � _ 4 _ - - - - 711.93 0 - L= zoo.00 _ ; -- _I _ _ 887 4 [ _ - - - ; - - -- °40'59 "w 27/0.4/ E X C E _ P _ -� = -_ - - - � � ° ° 1 1 24 .588 I - - - - IA/ /T / \n rv� \ \1t7f'7/ -L/. /7YY / /-J /I A/ ,��1 AT A //\ n l\/ r r L-1-1 l l V v. / �t -- [N88 36_13 E] N88 40 59 E_27 • R =1 3362.77 D =0 51 60 `S LINE OF LOT 21 -S LINE OF THE N /I A L=) n /A / A / < \ - - -- 60 / [N89 °04'10 "E] N89 °04'19" 681.32 --- � 1 ! / 1/2 DF LOT A OF �IJ /, n ��n lA / A / l /il l / -Il \ LJl1 V / -IL_ T7 /L_L \\ <\ J `I \- -SW CORNER OF I - /7L/ LVt_ L' PL_ vv.- THE SE 1/4 cl; �/ / -1/ \ L/ // V / -I L. �� /L_L_`. �,/ \ /T/ / Ann /T //� n / > L� -S LINE OF THE NE / /// / -r/ / /��� A n n /T/ n / - /� -Tl / A n n /T /n n / "l /� l T7 /- ILJL/l l lul v �� THE NE I/4 OF 'I> 1/4 OF THE SW 1/4 /� A C) F-) /A / A / - <> THE S W I /4 OF � v / -I / \ L-1 l l V/-1 L_ T 7 / L _ L _ .� / F 7 / l \ LJ /-I LJ U l / l l v / / / / F 7 �i LJ L/ l / / l� / v \r 1 SEC 13 `'C OF SEC 13 \L/ll VEIL_ `� \ 1\ <> CI 1_ C� r -/ \ /n A L_ v L// V L/ 1J A r\r�rTlnA/ /-IL/L/l / l vl v 120 0 120 240 SCALE IN FEET • Denotes found iron monument O Denotes 1/2 inch by 14 inch iron monument set and marked with PLS 15480, unless otherwise noted The orientation of this bearing system is based on the Wright County Coordinate System Bench Mark: Top of top nut of fire hydrant 45 ft./- southwest of the northwest corner of High School building_ Elevation = 964.69 feet (NAVD88) [ ] Bearings and /or dimensions listed within brackets are per record document. Drainage and utility easements are shown thus: 0 0 Being 5 feet in width and adjoining exterior plat lines and public ways, unless otherwise indicated on this plat. SECTION 13, T. 121, R. 25 z bi co Q � /SITE z ° 41 SCHOOL BLVD. l _ (4/ tri LOCATION MAP ►[ai IICi��i1_1Ia PRELIMINARY Date: 4/1 1/2016 JISUNDE LAND SURVEYING SHEET 2 OF 2 SHEETS < i I I V/ w ZNJ \� �J www IJ F °° \1 LL w o�Z J NW CORNER OF SEC. [SO 012'49 "E] 13, T. 121, R. 25 708.88---, MONTICELLO W LINE OF <� SEC. 13 - - < �Q -1 \ o° 1 S6S QO SCHOOL e Q) w \ \ O / �` -1> l// AWR osFN/- w cn \ \ l ,' FS pFR Raq C� > r LIJ J , _J ) Z Z Z I - �ij OUTLOT \ \" a -NOT ' -' - EASEMENT FOR UTILITY VC1J ! TANGENT - -- 1 - \I �, `I\ 3 /� AND DRAINAGE PURPOSES p I / --NE CORNER OF THE NE I/4 I PER DOC. NO. 719827 Z 1U) v OF THE SW 1/4 OF SEC 13 Of w w v. I I AND SW CORNER OF LOT 17 1 42 ° 4,5 2 o =z �iJ </ �� // 11 2? ro E d =20 26 24 \ - -- I �9, _ -S/ s ° � o �\\ �\�,. I FOUND 112 OPEN I 1 `S5 °220 ``E� L= /70.3/-= �-- _--- - - - - -� - �-` - -- '" � I OS /F I 3 /RON MONUMENT \ 50 Oa° � ` \1 (\\ SO �O9'l l /IE N LINE OF THE NE I /4 r � �� � ° I S 5• O � - z a Q ° 5N, $ I I OF THE SW I /4 OF p J �, �,, I [N$8 32 28 E \ ,2 � " 1 1 SEC 13, T. 121, R. 25 ��\ _J f1 3 °g3'42 „� N88 32 24 E 1 `SD�^669 -S LINE OF LOT 17 \ 47.43 - -- \ -- `t � ° A -51 - - 281.31 I / HIGH ADDITION N89 °l 1'0 1'E 100.15 50 °40'27 "E ,402.05 _ SE CORNER OF THE I____SE j SW 1/4 OF THE NE L( -j 1/4 OF SEC 13 1 -- N88 °4255 "E 2622. 78 - -- / -- -7 - _ _ _ _ 1 zo6.28 7. 1 - N 9245 _ - - -- \ / [N88 °42'54 "E] 634.21 -- p - 255.27 - -- ° S42 °03'34 E I _ I 6.6,'' / "/ -N LINE OF LOT 21 2 9 [ ] I C, ° o S° 4° I 1 N88 42 55 E - A \, �2 03 S42 03 28 11 I `� _--- - - - -__ P O N -- 3789.05 i1 + II _ _ _ _ _ - - -- - N LINE OF [N88 °42'49 "E]�i��0 \ 988 - 200.83 - �`- �7�8g� „� ° ' I� -- - -- I _ >: o LOT A -NW CORNER O°0 .o N89 04 35 E ,�� [N83 °56,07 "E 214.4 /TEASEM NT FOR UTILITY 1 I [888 °28'24 "W] S88 °28'20 "W 693.80 SQ o OF LOT 21 �'6, sc9 \ [N89 °04'29 "E] �� \ V` N�56 ° I AND DRAIN GE PURPOSES - c�l o N90 00 00 W I P N88 28 24 E 750.40 , O O° O s, [SO0 °23'38 "E] [ ° I ] PER DOC. NO. 719828 - - �- - - -- o o I I I I [ ] sr/ O° �6 �,, ' / ° 3 C� / S00 23 32 E �p - [�1 O/� O 1 62.57 = �� 1 = cYc� I cv cv I N89 59 59 W I I I \ EASEMENT FOR UTILITY 6 6'O �St,, J ` Q ^ I 0 0 -WATER EL EV " -_ 190.75 - 0 0 = 946.8 FT. \ 1 AND DRAINAGE PURPOSES ��, (`J �/ q� J 2- °� ` ° J �b0 \/� 819 °20'46 "W I :1' r z z / I , ^ -SHORE 1 0l 1 PER DOC. NO. 719828 P e `� [ 62.32--- I I -t.- \ 12/10 2015 a°'o 3 3 J J LINE- I cO \ \ \ cp000 FO��v 1� \ S 19 °20'52 "W o o N_ 1 I w- DRAINAGE AND UTILITY J EASEMENT � p [569 04'0 I W] °, I I °o o w w \ I / t w 1 / r ` c��`' O OG /y / S�' /w 569 004'07 "W c�i�` J I c� 115.47 a o co °_ - / - V I cv� ,IvP�O O 6S° 9� % 70.05 N89 °59'59 "W a °o N �I N3 _ _ PQ\ 0/ s/ [N900OO'DO "W] I/ '' �� \ �\ N83 2 , �, 2',3 1 W 1 9.68 6'0 <v� `�i `� - �' v'I -�1 �/- �° h S \ ° 15.62 I S� -- � "W � 9 O , ,- • �� ° � � � [NS3 22 37 �G; I_ _ _ =- WRIGHT CO. HWY PLAT NO 14, DOC_ NO_ <161< / 6, 0 z y \ O 448031 (UNDERLIES HWY. PLAT NO 55) Sid° �O , .^�`� % I �' �/O j ', � °�� Io --I 4� MARKED PLS 5 80K- O A /y .0K 1. co ° / / PARCEL 3 WRIGHT CO. HWY PLAT NO. 5 R °� �� �h `� I[S88 °50'49 "W] \�\�5 \ 1\ ^� "j I 14. HIGHWAY EASEMENT PER BK. 93 �J ` ��\�0 N& J. �i rL� ^�1��� S88 °50'55 "W �5� g5 w r\ I > 4 9 h� \ ,--80.4 ` � 1 I MISC., PG. 764 (DOC. NO. 448067) / l N64° S2 4 �� ° � � w ,.� co I -1- - - - E LINE OF LOT 2 I AND E \ �� 6243 wj /`'' a w I ` v r I OF SEOC. 3 I /2 OF SE I /4 w0 Qco I rn 0)o -/' �v,o z Ld N1 J I � i 00 0 <_ \ �cwn r ° ° , -' z oQ aN �� Qo I �I n /n n /T / /\ � -/ l n inn fn d F- L =� w\ Ja00 O I I U) U) J wow �o \ =z VI L,// / /vL_L_L_l/ �.lJ /V / /v /�_/ \ ��_ z - w i= rn �i I ( _ - z ° � ° I NI �, � -A / - -Tr /r -A /T/ / A n n Lu�ZO oar I /\ ° ��� wo (J� ao I 0 I �.L__/ v / L-_/ \ �;t_ IV L7_ v / F7 / -IL�ti �w II - o o I 1 I wo ww \ °�- J ? N I I BENCH V \ �� -� nnln/ n n l {' n ZQU o MARK L` L - �/ / \ I � I � l VI C_ / -1 U l� v v lei -1 -1 V L_ . zOw° woo c�1 /\ w0'� w3 _ w ° I I \ / �� I I DRAINAGE AND I I �I 3: ¢zw ZI \ w a I I \ �\ \`' UTILITY EASEMENT-_::-__ I i °O v, (/) I zl' I I � I � �. 0 1 I LO T 10 I <; °� o LL F- \o BLOCK oa- �� LIJ 4-1 C) \ Z I !' \ -�1 \ 0. \_' <> 15.6 �' `C 2 \, �) � <> L-A - 1< - -I 438 FT. N d -V o5/ i27 - UNITED POWER ASSOC, ELECTRIC /- DRAINAGE AND / OF S LINE [N00 °00'00 "E] _ - - - - -- OF SEC. 13 ! TRANSMISSION LINE EASEMENT PER BK. I / UTILITY EASEMENT � �N 6 �,! � NDO °00'09 "E OF 150 FT. EASEMENT R -1 3322. 77 I 89 MISC, PG. 718 (DOC. N0. 421382)- - 805.00 II _ - - 38 - I --DRAINAGE AND /° 643,, l' ,; _ -, ,104.70 _ \ - - - - - - Ln ! / UTILITY EASEMENT /6' PER DOC. NO. 421382 _ _ --L =/ .99. 40 _ _ _ _ - ; 2670_40 - - - - - - - -�- I - - - -- �_ � "� - -� � � -LINE "q.. I 0 587"49'J2 "w /0 /7.38 NB7 °44'46 "E] N87 049'32 "E 1015.00 r � _ 4 _ - - - - 711.93 0 - L= zoo.00 _ ; -- _I _ _ 887 4 [ _ - - - ; - - -- °40'59 "w 27/0.4/ E X C E _ P _ -� = -_ - - - � � ° ° 1 1 24 .588 I - - - - IA/ /T / \n rv� \ \1t7f'7/ -L/. /7YY / /-J /I A/ ,��1 AT A //\ n l\/ r r L-1-1 l l V v. / �t -- [N88 36_13 E] N88 40 59 E_27 • R =1 3362.77 D =0 51 60 `S LINE OF LOT 21 -S LINE OF THE N /I A L=) n /A / A / < \ - - -- 60 / [N89 °04'10 "E] N89 °04'19" 681.32 --- � 1 ! / 1/2 DF LOT A OF �IJ /, n ��n lA / A / l /il l / -Il \ LJl1 V / -IL_ T7 /L_L \\ <\ J `I \- -SW CORNER OF I - /7L/ LVt_ L' PL_ vv.- THE SE 1/4 cl; �/ / -1/ \ L/ // V / -I L. �� /L_L_`. �,/ \ /T/ / Ann /T //� n / > L� -S LINE OF THE NE / /// / -r/ / /��� A n n /T/ n / - /� -Tl / A n n /T /n n / "l /� l T7 /- ILJL/l l lul v �� THE NE I/4 OF 'I> 1/4 OF THE SW 1/4 /� A C) F-) /A / A / - <> THE S W I /4 OF � v / -I / \ L-1 l l V/-1 L_ T 7 / L _ L _ .� / F 7 / l \ LJ /-I LJ U l / l l v / / / / F 7 �i LJ L/ l / / l� / v \r 1 SEC 13 `'C OF SEC 13 \L/ll VEIL_ `� \ 1\ <> CI 1_ C� r -/ \ /n A L_ v L// V L/ 1J A r\r�rTlnA/ /-IL/L/l / l vl v 120 0 120 240 SCALE IN FEET • Denotes found iron monument O Denotes 1/2 inch by 14 inch iron monument set and marked with PLS 15480, unless otherwise noted The orientation of this bearing system is based on the Wright County Coordinate System Bench Mark: Top of top nut of fire hydrant 45 ft./- southwest of the northwest corner of High School building_ Elevation = 964.69 feet (NAVD88) [ ] Bearings and /or dimensions listed within brackets are per record document. Drainage and utility easements are shown thus: 0 0 Being 5 feet in width and adjoining exterior plat lines and public ways, unless otherwise indicated on this plat. SECTION 13, T. 121, R. 25 z bi co Q � /SITE z ° 41 SCHOOL BLVD. l _ (4/ tri LOCATION MAP ►[ai IICi��i1_1Ia PRELIMINARY Date: 4/1 1/2016 JISUNDE LAND SURVEYING SHEET 2 OF 2 SHEETS ■ ICs '. '� IJ -i' 7 1NG' Iw NEW TICKETS/ TOILETS/ CONCESSIONS NEW STADIUM FOR FOOTBALL, SOCCER, 4 LACROSSE T - - - - - - - - - - - - - - - - - - - - - - - - - - I I RELOCATED I PRACTICE FIELD I I EXISTING BALL I \ FIELDS \, 1 NEW TEAM ROOMS LITTLE MOUNTAIN ELEMENTAR SCHOOL F�IS (EXISTING) PLAY(, G EXISTING SID LKS - - - - - -- _ -- EXISTING TENNIS COURTS INDEPENDENT SCHOOL DISTRICT #882 VKX*MCELLO HIGH SCHOOL GYMNAS11 GYM ADDITION r I � I I i I I I I I I I I i -------------------- - - - - -I HIGH SCHOOL GYM ADDITION NEW SIDEWALK FJCISTING � (SEE CIVIL PARKING SHEETS) OD %b EXISTIN G \ BALL / FIELD PROPOSED 0,U)TLOT A c , -------------------------------- - - - - -1 -�� PROPOSED LOT 1 EXISTING BALL EASTViEW I FIELDS CLASSROOM ADDITION I \ EXISTING PLAYGROUNDS EXI5TIN6 MONTICELLO HIGH SCHOOL �� <y� PARKING (EXISTING) I\ ; EXIST EASTVIEW ❑ Ll D BUS A ELEMENTARY L _ , PAR<1 SCHOOL (EXISTING) EXISTING BUS AND PARKING EXISTING BALL o o EXISTING FIELDS SIDEWALKS - - - J - - - NEW 9 -LANE TRACK / Vu WITH SAND/PEAT z FIELD 4 BLEACHERS J I I Iwl� PUi7 - CONCEPT PROPOSAL 0 120' 240' IwI I Lu ID- I I PUD CONCEPT PROPOSAL - LITTLE MOUNTAIN ELEMENTARY, MONTICELLO HIGH SCHOOL, 1 I I I I I I I I I ISTIN G 1 ,RKIN C I 1 I ujI i LH i i >� i vi n zu 77 w� i U-1 I z W O l i May 9, 2016 CONCEPT PLAN NOTES GROSS LAND AREA: 5,410,04q SJUARE FEET OR 124.198 ACRES EXISTING ZONING DISTRICTS: EXISTING ZONING DISTRICT 15 R -1 FOR ALL FOUR EXISTING PARCELS (155011000112, 155500133302, 155011000212, 155011000112) PROPOSED LOTS AND PROPOSED USES: SEE PRELIMINARY AND FINAL PLAT FOR PROP05ED LOTS. EXISTING USE FOR SGHOOL5 AND RELATED ACTIVITY FIELDS WILL REMAIN THE SAME. AREA CALCULATION FOR EACH PARCEL: PROPOSED LOT 1 = 4,1,12,566 50. FT. OR 10.022 ACRES, PROPOSED OUTLOT A = 312,501 50. FT. OR 8.551 ACRES. WETLANDS � WATERGOURSES: THERE ARE NO EXISTING OR NEW WETLANDS OR WATERCOURSES. f ADOW OAK AVE (EXISTING) STREETS: SEE SURVEY FOR EXISTING STREETS. NO NEW STREETS ARE PROPOSED. SIDWALKS AND TRAILS: SEE SURVEY FOR EXISTING SIDEWALKS AND TRAILS. SEE CONCEPT PLAN AND CIVIL PLANS FOR NEW SIDEWALK PROPOSED AROUND THE HIGH SCHOOL GYM ADDITION. PARKING: SEE SURVEY FOR EXISTING PARKING. NO NEW PARKING IS PROPOSED. PARKS /COMMON AREA5/ PRESERVATION EASTMENTS: NO NEW PARKS, COMMON AREAS, OR PRESERVATION EASEMENTS ARE PROP05ED. WOODED AREAS $ SIGNIFICANT FEATURES: THERE ARE NO EXISTING WOODED AREAS OR SIGNIFICANT FEATURES. UTILITY SYSTEMS: SEE SURVEY FOR EXISTING UTILITY SYSTEMS THAT SERVE THE PROPERTY. A0.01 5020101\ISD89AM EASTVIEW FAMILY CENTER Comm No: 152245 C: \Users\g H ppl Docu ni ents \1522n5_Ce ntral�c ri p pl@wol dae. col n. rvt Central: S: \ISD882 \152245 -High School (PH I) 02 ARCH Revd \152245_Cenlral.rol A MN C ED] A 7 g \ j� MONTICELLO HIGH SCHOOL STADIUM 5225 SCHOOL BLVD MONTICELLO, MN 55362 INDEPENDENT SCHOOL DISTRICT #882 302 WASHINGTON STREET MONTICELLO, MN 55362 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 '.faint Paul, MN 55101 rwoldae.com 1 651.227.7773 A A »Eksonl- JOHNSON A.S iOCIA TT.4, A*JA INC. L.iNUSC:3PN.4ltC'lIIIL'C4L'ltL SIIL•;PLANNLNG • CYVILLN(L%L'lBlNG 5'S (311,1J!iN V40.1f f'1t0,3U 61,)M 2,p) V1.V \JAP0LI3. AIN 55i3? F.AA f'h.3, J I;- fr.53/ PH:'76.3) .`:? -' ?_S • ICS I CONSULTING, INC I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNE50TA DAVID A. REY Registration 40180 Date 05/05/16 Number Comm: Date: 05/05/2016 Drawn: UP Check: DAR North EXISTING DRAINAGE Scale: CITY SUBMITTAL CU,1U � _� NOT FOR CONSTRUCTION MN A B C ED] F 2 3 4 5 g 7 g \ I I \ \ \ I' r j� MONTICELLO HIGH SCHOOL STADIUM 5225 SCHOOL BLVD MONTICELLO, MN 55362 INDEPENDENT SCHOOL DISTRICT #882 302 WASHINGTON STREET MONTICELLO, MN 55362 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 '.faint Paul, MN 55101 rwoldae.com 1 651.227.7773 A A »Eksonl- JOHNSON A N.W CI I TES, INC. A*JA L.iNUSC:3PN.4ltC'lIIIL'C4L'ltL SIIL•;PLANNLNG • CYVILLN(L%L'lBlNG 5'S (311,1J!iN V40.1i f'1t0,3U 61,)M 2,p) V1.V \JAP0LI3. AIN 55431 F.AA f76.3,.31; -6.531 FH:'76.3,1 • ics CONSULTING, INC I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNE50TA DAVID A. REY Registration 40180 Date 05/05/16 Number Comm: Date: 05/05/2016 Drawn: UP Check: DAR North PROPOSED DRAINAGE Scale: I" = 20' ITY PMITTAL VI 1 1 VVLJ IYII 1 1 /"1L e% NOT FOR CONSTRUCTION 0 . /0F MN A B C D 1 2 3 4 5 6 7 8 REMOVE CONCRETE AS NECESSARY FOR BUILDING INSTALLATION REMOVE TO _ NEAT,- IOINT- BE L0 Z o, 03 PROTECT WATERMAIN PROTECT CONCRETE C 0i N C WA TER L /NE L 00 TION AS MARKED mss' __0-89.4 PROTECT SANITARY B lyi 7 "PIN REMOVE SANITARY LINE TO 5' BEYOND BUILDING ADDITION - REFER TO MECHANICAL PLANS -4 FT CHAIN % LINK FENCE REMOVE CHAIN LINK FENCE - INCLUDING FOOTINGS AND GATE REMOVE SANITARY SEWER REMOVE SANITARY SEWER MH - REMOVE CONCRETE WALK J t"I REMOVALS PLAN CL1I SCALE: 1"=20' NOTES: E 1. REFER TO SHEET C1.20, GRADING, UTILITY AND EROSION CONTROL PLANS, FOR GENERAL NOTES_ 2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN. 3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S • SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD, EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE ACHARACTERISTICS. 5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS. F PROTECT WATERMAIN - B" D/P W PROTECT TREES CB (OFFSET, BOl TOP =952.9 INV =946.8 9P.6 m 4' MPL WV n a WV x 953.8 "PIN ' F I� Qr961.1 PROTECT CHAIN LINK FENCE LEGEND PROTECT TREES 954.3 "PIN PROTECT STORM SEWER- P5 \5 PROTECT TREES CONCRETE PAVEMENT REMOVALS FENCING REMOVALS UTILITY REMOVALS 953.9 "PIN 953.4 7"PI N CB (OFFSET, BOLTED) TOP =953.3 INV= 947.3(SW) (N,S INACCESSIBLE) \ 953.0 7 "PIN N NOTES: PLANT SCHEDULE SYMBOL COMMON NAME SCIENTIFIC NAME QTY. I SIZE I ROOT DECIDUOUS SHRUBS DL IDWARF BUSH HONEYSUCKLE jDienda Ioncicera 1 10 1 #2 Cont. I Cont.. EVERGREEN 'SHRUBS CR KING'S GOLD FALSE CYPRESS Chamaecyparis pisifera 'King's Gold' 1 10 1 #5 Cont. Cont. PERENNIALS I GRASSES CA KARL FOERSTER GRASS Calamagrostis x acutiflora'Kad Foerster' 10 #1 Cont. GA ARIZONA APRICOT GAILLARDIA Gaillardia aristata 'Arizona Apricot' 18 #1 Cont. HK KROSSA REGAL HOSTA Hosta 'Krossa Regal' 5 #1 Cont. HV VICTORY HOSTA Hosta 'Victory' 10 #1 Cont. E I C', n N r o - 15.09 -I ALIGN WITH EDGE OF CONCRETE a �� ® -�� N I � I ••�-I a HV HK HV DL P 5 5 5 5 O I I GA 3 O a '. a CP 5 .f1 I ' • I CA • � J 2 +,� PROPOSED BUILDING 0 O ` f'I ADDITION ` NEW♦ f I -REFER TO ARCHITECTURAL PLANS FOR LAYOUT AND DIMENSIONS I ' I CA O 2 O I I I CP I I 5 ` I I I � I f I CA . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • \ ---- - - - - -- • • • •�•\ DOOR 14 0 •'•'•0•'•':� \Ji SITE AND GEOMETRIC PLAN SCALE: 1 " =20' 1. REFER TO SHEET C1.20, GRADING, UTILITY AND EROSION CONTROL PLANS, FOR GENERAL NOTES. 2. ALL APPLICABLE DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED. 4. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. 7. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING. 4. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING, REFER TO SPECIFICATION FOR PROCEDURE. 5. ALL SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED. 6. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. LEGEND �O x x 0 ® PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS CITY SUBMITTAL NOT FOR CONSTRUCTION MONTICELLO HIGH SCHOOL ADDITION AND RENOVATION 5225 SCHOOL BLVD MONTICELLO, MN 55362 INDEPENDENT SCHOOL DISTRICT #882 302 WASHINGTON STREET MONTICELLO, MN 55362 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651.227.7773 XVDERSON - JOHNSON ASSOCTA TES, LANDSCAPEARCIIITECTL'RE • SITEPLANNING • CIVIL ENGINEERING 7575 GOLDEN VALLEY ROA 0 • .5f11TF2fJ • ,WIN.h'F.RPC)L.!$.Aih'.55427 FAX f ?h.313aa -nSJf P11 (?Q)1 $44.719 0 ics CONSULTING, INC I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNE50TA Registration 40180 Date 0511 Number Revisions Description Date Num Comm: Date: 05/05/2016 Drawn: LJD Check: DAR North REMOVALS, SITE AND GEOMETRIC PLANS REFERENCE KEY TO SITE DETAILS 2.1 DETAIL LD NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) C PROPOSED CONCRETE WALK 2.1 PROPOSED CHAIN LINK FENCING 10 4 CLF FENCING KEY NOTE ®� O PROPOSED SHRUBS 12 2.1 *00 PROPOSED HERBACEOUS PLANTS 13 2.1 APPROXIMATE SOD LIMITS -I - -I PROPOSED SHRUB / MULCH BED O PROPOSED MANHOLE (MH) n�_) ® PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS CITY SUBMITTAL NOT FOR CONSTRUCTION MONTICELLO HIGH SCHOOL ADDITION AND RENOVATION 5225 SCHOOL BLVD MONTICELLO, MN 55362 INDEPENDENT SCHOOL DISTRICT #882 302 WASHINGTON STREET MONTICELLO, MN 55362 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651.227.7773 XVDERSON - JOHNSON ASSOCTA TES, LANDSCAPEARCIIITECTL'RE • SITEPLANNING • CIVIL ENGINEERING 7575 GOLDEN VALLEY ROA 0 • .5f11TF2fJ • ,WIN.h'F.RPC)L.!$.Aih'.55427 FAX f ?h.313aa -nSJf P11 (?Q)1 $44.719 0 ics CONSULTING, INC I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNE50TA Registration 40180 Date 0511 Number Revisions Description Date Num Comm: Date: 05/05/2016 Drawn: LJD Check: DAR North REMOVALS, SITE AND GEOMETRIC PLANS 1' 9� s � 2 ' - - Q � v 955. 96 6 \ AS MARKFD-- \ 962.2 ME 962.0 ME �� \ 962. - 962?r C 0 N C - - 0 _7,�FN ��.�� 8" Dl" 962.3 ME 962.0 ME \ \ v � 960.8 ME � 1.4 ME 9- -2.5 Fj�*jF61 .8 ME 9616 O A 962.7 \� - - _ 9622 ME PIN 962.7 ME I 963.0 961.9 961.7 961.7 961.6 O \ \ ssz.s 963.0 � "PIN 963.0 ME 963.1 962.1 962.0 - ----.962-1 I \ \ \ 961 61.6 .7 � "PIN v� I I I CB d TOF INV I l� I 1 1 i I 0 4' MPL I WV - g wv g 1 I I 1 "PIN 963.1 I 1 961.0 ME \ W 1 1 1 o I ..PIN \ 1 1 � h � 9627 1 r.3 ME \ \ PROPOSED BUILDING 1 \ \ I \ 1 ADDITION o I FFE = 963.1 = ARCH. 100' -0" 962.0 151.9 961.7 ME \ \ 962.o 1 961.9 ME \ / B 962.1 961.1 34' - 12" PVC @ 6.18% \ U 1" MH101 \ 1 X961 ;i RIM = 962.2 \ \ DT INV. = 956.10 d� . INV. = 955.00 SE 5.00 / INV. = 955.00 W \ "PIN 48" ID \ ' BD1 962.7 R -1642 \ \ INV. = 957.10 8,375 SF X962.5 ME Mj �� ^962.8 I. \ 9 .0 ♦ \ \ ,5 \ \ 963. 1 ` DT INV. = 957.00 \ \ \ 96- 0 962.7 ME , ♦ \ \ \ \ BE BE z z ♦ \ m @ 2.25% MH 100 \ RIM = 961.9 1 INV. = 954.1 (EX. FIELD VERIFY) INV. = 954.10 NW f 48" ID R -1642 1 1 \ \ 1 \ \ e "PIN CB (FSET, TOP =OF953.3 INV= 947.3(S% (N,S INACC(E`_ 1 O \7 "PIN MN A B C« C E F 1 2 3 OPTIONAL SUPPORT 5' MIN. LENGTH PUS I FENCE (WIRE MESH) SILT FENCE FABRIC METAL STAKE OR OVERLAP FABRIC 6" AND WOOD POST--,,, FASTEN @ 2' INTERVALS 30" MIN. EXTEND WIRE MESH INTO TRENCH FABRIC ANCHORAGE TRENCH BACKFILL WITH DIRECTION OF TAMPED NATURAL SOIL RUNOFF FLOW 6" MI_ N_� –� —� —►�i�l I i— I I �' i � =1 I I- 1 =11 ��I 111���1I II III IIIII_ =111iiillli — —6" MIN. NATURAL 501E 11 I I 24" MIN. BURY DEPTH 7% 1III111! NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES 1 SILT FENCE C2.10 EXISTII �6T6C �TVI� r'1 IA/ 1 IAIC NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC ENTERS OR EXITS THE CONSTRUCTION SITE 22 ROCK CONSTRUCTION FINISH GRADE AT EDGE OF STOOP ENTRANCE 4 5 0 O m HAND TAMPED SAND NOTES: TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. 1�1 PIPE BEDDING - PVC C2.10 REFER TO PLAN F( STRUCTURE TYI PROVIDE FLEXIBI iD ROCK JOINTi CONNECTIOI REFER TO SPE( BRIC rvAlrcc FINISH GRADE $ OF PAVEMENT ADJACENT TO FOOTED STOOP C2.1 AND SUBBASE b — �l ifi .a M t :. C ;Sir :..;',t ?:"'"• t YY I" •' § yet � ,.wed 1 y,� a I STOOP FOOTING REFER TO STRUCTURAL T -0" 20'-0" DRAWINGS SUBGRADE SOILS 6" DRAIN TILE (WHERE INDICATED ON DRAWINGS) - EXTEND TO NOTE: REFER TO GRADING AND DRAINAGE STORM SEWER STRUCTURE WHERE INDICATED ON PLAN FOR LIMITS OF SAND SUB -BASE DRAWINGS �1 SAND SUBBASE/ DRAIN TILE AT 17M ITO-TO] ;4M'M;I :140.3 i USTO--1 I =1 1__m tiTi7 4" SLAB AND 6" SAND SUBBASE - VERIFY WITH ARCHITECTURAL PLANS FINISH FLOOR FINISH SUBGRADE FINISH GRADE (TURF) u MINIMUM EXCAVATION LIMITS TOPSOIL 1' -0" (TYP) 1► W W , I FOOTING 1 1 ENGINEERED FILL I i ' UNSUITABLE SOIL i SUITABLE SOIL NOTE: BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF ANY FILL. ENGINEERED FILL 3ACKWATER VALVE SOLVENT WELD BACKWATER ✓ALVE TO DRAINTILE DROVIDE FLEXIBLE JOINT - REFER TO SPECS i" DRAINTILE 'ONNECT DRAINTILE TO STRUCTURE AT ELEVATION SHOWN ON THE DRAWING. GROUT SECURE TO STRUCTURE NALL MINIMIZE STUB THROUGH WALL. STUB ONLY AS REQUIRED TO ALLOW BACKWATER VALVE TO BE CONNECTED TO DRAINTILE BACKWATER VALVE WOOD METAL "STORM SEWER" POSTS: 2" SQ. (MIN) 1.0 Ibsllf (MIN.) "T" OR NORMAL USE (IF USED WITHOUT @ 4' (MAX) "U" SECTION @ 4' GROUT BETWEEN RINGS, CASTING, AND SUPPORT FENCE) SPACING (MAX) SPACING OPTIONAL SUPPORT 5' MIN. LENGTH PUS I FENCE (WIRE MESH) SILT FENCE FABRIC METAL STAKE OR OVERLAP FABRIC 6" AND WOOD POST--,,, FASTEN @ 2' INTERVALS 30" MIN. EXTEND WIRE MESH INTO TRENCH FABRIC ANCHORAGE TRENCH BACKFILL WITH DIRECTION OF TAMPED NATURAL SOIL RUNOFF FLOW 6" MI_ N_� –� —� —►�i�l I i— I I �' i � =1 I I- 1 =11 ��I 111���1I II III IIIII_ =111iiillli — —6" MIN. NATURAL 501E 11 I I 24" MIN. BURY DEPTH 7% 1III111! NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES 1 SILT FENCE C2.10 EXISTII �6T6C �TVI� r'1 IA/ 1 IAIC NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC ENTERS OR EXITS THE CONSTRUCTION SITE 22 ROCK CONSTRUCTION FINISH GRADE AT EDGE OF STOOP ENTRANCE 4 5 0 O m HAND TAMPED SAND NOTES: TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. 1�1 PIPE BEDDING - PVC C2.10 REFER TO PLAN F( STRUCTURE TYI PROVIDE FLEXIBI iD ROCK JOINTi CONNECTIOI REFER TO SPE( BRIC rvAlrcc FINISH GRADE $ OF PAVEMENT ADJACENT TO FOOTED STOOP C2.1 AND SUBBASE b — �l ifi .a M t :. C ;Sir :..;',t ?:"'"• t YY I" •' § yet � ,.wed 1 y,� a I STOOP FOOTING REFER TO STRUCTURAL T -0" 20'-0" DRAWINGS SUBGRADE SOILS 6" DRAIN TILE (WHERE INDICATED ON DRAWINGS) - EXTEND TO NOTE: REFER TO GRADING AND DRAINAGE STORM SEWER STRUCTURE WHERE INDICATED ON PLAN FOR LIMITS OF SAND SUB -BASE DRAWINGS �1 SAND SUBBASE/ DRAIN TILE AT 17M ITO-TO] ;4M'M;I :140.3 i USTO--1 I =1 1__m tiTi7 4" SLAB AND 6" SAND SUBBASE - VERIFY WITH ARCHITECTURAL PLANS FINISH FLOOR FINISH SUBGRADE FINISH GRADE (TURF) u MINIMUM EXCAVATION LIMITS TOPSOIL 1' -0" (TYP) 1► W W , I FOOTING 1 1 ENGINEERED FILL I i ' UNSUITABLE SOIL i SUITABLE SOIL NOTE: BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF ANY FILL. ENGINEERED FILL 3ACKWATER VALVE SOLVENT WELD BACKWATER ✓ALVE TO DRAINTILE DROVIDE FLEXIBLE JOINT - REFER TO SPECS i" DRAINTILE 'ONNECT DRAINTILE TO STRUCTURE AT ELEVATION SHOWN ON THE DRAWING. GROUT SECURE TO STRUCTURE NALL MINIMIZE STUB THROUGH WALL. STUB ONLY AS REQUIRED TO ALLOW BACKWATER VALVE TO BE CONNECTED TO DRAINTILE BACKWATER VALVE "— RUBBER GASKET, TYP ALL JOINTS 5 VARIABLE MIN. PROVIDE FLEXIBLE JOINT W AT CONNECTION - REFER TO SPECS Q > GROUT SHELF AND CHANNELS BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 1 STORM SEWER MANHOLE 6 DONALD 74M "A" =RIES CAST IRON ETER PIT FRAME AND COVER 11111 —'I _ 2 1�1 11 15" - 4" TOPSOIL NOTE: ATTACH A GREEN #12 SOLID COPPER TRACER WIRE TO W PIPE AT 3'0_C_ WITH PLASTIC a ZIP -TIES (OR APPROVED > EQUAL). FOR STORM SEWER CLEANOUTS WIRE SHALL ALSO HAVE BROWN STRIPE. 7 FITTING HUB WITH 4" THREADED PLUG. APPLY TEFLON THREAD TAPE, OR APPROVED EQUAL, OVER THREADS. FINISH GRADE 1171 I'0 I LEAVE 24" OF EXCESS WIRE AT SURFACE TRACER WIRE TO MAIN DRAINTILE CLEANOUT BUILDING WALL PROVIDE TOOLED EDGE (WITH EXPANSION JOINT AND CAULK SEALANT AT ALL STOOPS AND BUILDING AREAS) 5" CONCRETE WALK 4" SAND BASE PROVIDE 2% CROSS SLOPE (TYP) REFER TO GRADING PLAN FOR DIRECTION TYPICAL AT ALL GRASS AREAS WALK WIDTH AS LABELED ON PLAN . _ II —III I , I ! _ = I I =I =1 11= IIII_IIII,;,� 11111111111111,111,;,111 PREPARED SUBGRADE NOTE: PROVIDE WIRE MESH REINFORCEMENT IN PANELS WITH DIMENSIONS TO JOINTS GREATER THAN 6'- REINFORCEMENT SHALL BE UNIFORMLY SUSPENDED 2" BELOW CONCRETE FINISH GRADE. CONCRETE WALK 2.10 1 5/8" O.D. TOP RAIL H x 0 w I I CHAIN LINK FENCE S W U z W LL C7 z x W S U Q � 1 5/8" O.D. BOTTOM RAIL FINISH GRADE COVER SHALL BE STAMPED CONCRETE FOOTING 12" x 48" "STORM SEWER" 1,'VC. METAL SEWER CASTING - REFER e TO PLAN FOR TYPE AND PULL POSTS MIN. 2 AND MAX. 5 ADJUSTING RINGS. rlV(153� 54i6.531 GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. =1 I J= 1. END, CORNER, AND PULL POSTS SHALL BE CONSULTING, 0127" PRECAST CONCRETE CONE SECTION 11 =1 11 =1 11 2• ALL FENCING SHALL RECEIVE 2" x 2O #9 1 STEPS ON DOWNSTREAM SIDE O y 4 4. POST SPACING SHALLINOT EXCEED 10' O.C. ;r li 11-1 I M THAN 2" ABOVE FINISH GRADE. "— RUBBER GASKET, TYP ALL JOINTS 5 VARIABLE MIN. PROVIDE FLEXIBLE JOINT W AT CONNECTION - REFER TO SPECS Q > GROUT SHELF AND CHANNELS BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 1 STORM SEWER MANHOLE 6 DONALD 74M "A" =RIES CAST IRON ETER PIT FRAME AND COVER 11111 —'I _ 2 1�1 11 15" - 4" TOPSOIL NOTE: ATTACH A GREEN #12 SOLID COPPER TRACER WIRE TO W PIPE AT 3'0_C_ WITH PLASTIC a ZIP -TIES (OR APPROVED > EQUAL). FOR STORM SEWER CLEANOUTS WIRE SHALL ALSO HAVE BROWN STRIPE. 7 FITTING HUB WITH 4" THREADED PLUG. APPLY TEFLON THREAD TAPE, OR APPROVED EQUAL, OVER THREADS. FINISH GRADE 1171 I'0 I LEAVE 24" OF EXCESS WIRE AT SURFACE TRACER WIRE TO MAIN DRAINTILE CLEANOUT BUILDING WALL PROVIDE TOOLED EDGE (WITH EXPANSION JOINT AND CAULK SEALANT AT ALL STOOPS AND BUILDING AREAS) 5" CONCRETE WALK 4" SAND BASE PROVIDE 2% CROSS SLOPE (TYP) REFER TO GRADING PLAN FOR DIRECTION TYPICAL AT ALL GRASS AREAS WALK WIDTH AS LABELED ON PLAN . _ II —III I , I ! _ = I I =I =1 11= IIII_IIII,;,� 11111111111111,111,;,111 PREPARED SUBGRADE NOTE: PROVIDE WIRE MESH REINFORCEMENT IN PANELS WITH DIMENSIONS TO JOINTS GREATER THAN 6'- REINFORCEMENT SHALL BE UNIFORMLY SUSPENDED 2" BELOW CONCRETE FINISH GRADE. CONCRETE WALK 2.10 1 5/8" O.D. TOP RAIL H x 0 w I I CHAIN LINK FENCE S W U z W LL C7 z x W S U Q � 1 5/8" O.D. BOTTOM RAIL FINISH GRADE col CHAIN LINK FENCE 2.1 8 NOTE: PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCH THAT GATE IS IN LINE WITH FENCING WHEN FULLY CLOSED AND LATCHED. LIFT HANDLE GATE LATCH CLAMP SECURED TO GATEPOST MONTICELLO HIGH SCHOOL ADDITION AND LATCH RENOVATION LIFT HANDLE RECEIVER PROVIDE HOLE THROUGH LIFT HANDLE AND RECEIVER TO LIFT HANDLE ACCOMMODATE PAD LOCK (PAD LOCK BY OWNER) RECEIVER CLAMP SECURED TO GATE POST 11 SINGLE SWING GATE LATCH i1zi SHRUB c2.1 4" SHREDDED HARDWOOD MULCH EDGING (5 STAKES PER 20' LENGTH MINIMUM) AND WEED BARRIER • • �y_1�t] ill PLANTING SOIL (MIN. DIMENSION SHOWN) UNDISTURBED SOIL OR COMPACTED SUBGRADE PLANTER EDGE IT I ALL GROUND COVER AND ANNUALS SHALL BE PLANTED AT EQUAL / TRIANGULAR SPACING AS INDICATED �( ON LANDSCAPE PLAN, EQUAL - PLAN 4" MULCH J' . A _J 2 V 1 11- I I -I II_ SECTION CULTIVATE TO A 12" DEPTH AND AMEND PER SPECIFICATIONS TO FORM PREPARED PLANTING MIX 13 GROUNDCOVER AND - PERENNIALS 5225 SCHOOL BLVD MONTICELLO, MN 55362 INDEPENDENT SCHOOL DISTRICT #882 302 WASHINGTON STREET MONTICELLO, MN 55362 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1651.227.7773 - JOHNSON CONCRETE FOOTING 12" x 48" ° 1,'VC. I 1 -1 I E— I FOR END, CORNER, GATE e . e AND PULL POSTS St /TF 2,K) NIAAF4P01.15..VfA 5512' rlV(153� 54i6.531 NOTES: =1 I J= 1. END, CORNER, AND PULL POSTS SHALL BE CONSULTING, INC O.D. 4" LINE POSTS SHALL BE 2 /2" 11 =1 11 =1 11 2• ALL FENCING SHALL RECEIVE 2" x 2O #9 1 I 1 =1 I I— GAUGE FABRIC UNLESS NOTED OTHERWISE. 3. LINE POSTS MAY BE DRIVEN. I I-1 I 1 -1 11 4. POST SPACING SHALLINOT EXCEED 10' O.C. III —III— 5_ BOTTOM RAIL SHALL BE PLACED NO MORE 11-1 I M THAN 2" ABOVE FINISH GRADE. a I I- 111 -11 I� col CHAIN LINK FENCE 2.1 8 NOTE: PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCH THAT GATE IS IN LINE WITH FENCING WHEN FULLY CLOSED AND LATCHED. LIFT HANDLE GATE LATCH CLAMP SECURED TO GATEPOST MONTICELLO HIGH SCHOOL ADDITION AND LATCH RENOVATION LIFT HANDLE RECEIVER PROVIDE HOLE THROUGH LIFT HANDLE AND RECEIVER TO LIFT HANDLE ACCOMMODATE PAD LOCK (PAD LOCK BY OWNER) RECEIVER CLAMP SECURED TO GATE POST 11 SINGLE SWING GATE LATCH i1zi SHRUB c2.1 4" SHREDDED HARDWOOD MULCH EDGING (5 STAKES PER 20' LENGTH MINIMUM) AND WEED BARRIER • • �y_1�t] ill PLANTING SOIL (MIN. DIMENSION SHOWN) UNDISTURBED SOIL OR COMPACTED SUBGRADE PLANTER EDGE IT I ALL GROUND COVER AND ANNUALS SHALL BE PLANTED AT EQUAL / TRIANGULAR SPACING AS INDICATED �( ON LANDSCAPE PLAN, EQUAL - PLAN 4" MULCH J' . A _J 2 V 1 11- I I -I II_ SECTION CULTIVATE TO A 12" DEPTH AND AMEND PER SPECIFICATIONS TO FORM PREPARED PLANTING MIX 13 GROUNDCOVER AND - PERENNIALS 5225 SCHOOL BLVD MONTICELLO, MN 55362 INDEPENDENT SCHOOL DISTRICT #882 302 WASHINGTON STREET MONTICELLO, MN 55362 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1651.227.7773 - JOHNSON _4!VDEXS0N ASSOCL91'ES, 1,'VC. �AeX4 LnNDSCAPEARMITEC'T(,RE • SITE PLANNINU • C111LENUIVEERING ^.5 Gr71.17F'J I "A1.1.FYRrLal1 St /TF 2,K) NIAAF4P01.15..VfA 5512' rlV(153� 54i6.531 PT7r763J zL- ?' "5 ics CONSULTING, INC I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNE50TA Registration 40180 Date 05/05/16 Number Revisions Description Date Num Comm: Date: 05/05/2016> Drawn: LJD Check: DAR North DETAILS CITY SUBMITTAL =��+ NOT FOR CONSTRUCTION V 1 s 1 O BAND CHOIR AUDITORIUM OR OR OR OR RESOURCE OR OR KITCHEN OFFICES CR OR LECTURE LECTURE FIELD HOUSE OR OR OR OR OR RESOURCE OR OR OR OR OR OR CR CR OR OR RESOURCE MECHANICAL STORAGE RESOURCE OR CR OR OR OR OR CR YONTICELLO H ICGH SCHOOL SPACE USE - MAIN LEVEL 1 " = 40 1 -0, I O 30' 60' 3 LUP 5 F-71 GYMNASTICS GYM (ADDITION) STORAGE LOCKER ROOM LOCKER ROOM LOCKER ROOM LOCKER ROOM WEIGHT ROOM WRESTLING STORAGE INDEPENDENT SCHOOL DISTRICT *=2 VKX*MCEi.LO HIGH SCHOOL GYMNAS11 GYM ADDITION NOTE: ALL SPAGES ARE EXISTING EXCEPT THE GYMNASTICS GYM ADDITION AND ADJAGENT STORAGE N t� May 9, 2016 TRANSLUCENT WALL 5Y5TEM TO EXISTING AO /IJTTi /TI IAA I = =/ AGT AOr llTT =r TI ID AI mr)C/ AGT NORTH ELEVATION - COLOR 3/3211 = � I_orl 0 8 16 OR EXTERIOR GLAZING ARGHITEGTURAL PREGA5T TRANSLUCENT WALL 5Y5TEM TO TRANSLUGENT WALL 5Y5TEM TO \ MATCH EXISTING MATGH EXISTING LJ- OR OR OR OOD C C - f C EAST ELEVATION - COLOR 3/3211 i � I_O11 A0.02 5e20101\ISD81AM HIGH SCHOOL SPACE USE PLAN & ELEVATIONS Comm No: 152245 C: \Users\g H ppl Docu nl ents \1522n5_Ce ntral�c ri p pl@wol dae. col n. rvt Central: S: \ISD882 \152245 - High School (PH I) 02 ARCH Revil \152245_Cenlral.rol OR CR OR OR BAND CHOIR AUDITORIUM OR OR OR OR RESOURCE OR OR KITCHEN OFFICES CR OR LECTURE LECTURE FIELD HOUSE OR OR OR OR OR RESOURCE OR OR OR OR OR OR CR CR OR OR RESOURCE MECHANICAL STORAGE RESOURCE OR CR OR OR OR OR CR YONTICELLO H ICGH SCHOOL SPACE USE - MAIN LEVEL 1 " = 40 1 -0, I O 30' 60' 3 LUP 5 F-71 GYMNASTICS GYM (ADDITION) STORAGE LOCKER ROOM LOCKER ROOM LOCKER ROOM LOCKER ROOM WEIGHT ROOM WRESTLING STORAGE INDEPENDENT SCHOOL DISTRICT *=2 VKX*MCEi.LO HIGH SCHOOL GYMNAS11 GYM ADDITION NOTE: ALL SPAGES ARE EXISTING EXCEPT THE GYMNASTICS GYM ADDITION AND ADJAGENT STORAGE N t� May 9, 2016 TRANSLUCENT WALL 5Y5TEM TO EXISTING AO /IJTTi /TI IAA I = =/ AGT AOr llTT =r TI ID AI mr)C/ AGT NORTH ELEVATION - COLOR 3/3211 = � I_orl 0 8 16 OR EXTERIOR GLAZING ARGHITEGTURAL PREGA5T TRANSLUCENT WALL 5Y5TEM TO TRANSLUGENT WALL 5Y5TEM TO \ MATCH EXISTING MATGH EXISTING LJ- OR OR OR OOD C C - f C EAST ELEVATION - COLOR 3/3211 i � I_O11 A0.02 5e20101\ISD81AM HIGH SCHOOL SPACE USE PLAN & ELEVATIONS Comm No: 152245 C: \Users\g H ppl Docu nl ents \1522n5_Ce ntral�c ri p pl@wol dae. col n. rvt Central: S: \ISD882 \152245 - High School (PH I) 02 ARCH Revil \152245_Cenlral.rol ICS CONSULTING, INC GYMNASTICS A::V1710il ROOF FLAN 1 /Vlr _ 1r_0 n 0 6' 12' JAI INDEPENDENT SCHOOL DISTRIC7 #882 VKXMIcEi.LO HIGH SCHOOL GYMNAS11CS GYM ADDITION TOP OF ROOF - 70" VERTICAL STYLE ENVISOR FOOTPRINT 1z Z � {I 1 r " UNI( � • 70" VERTICAL STYLE ENVISOR ELEVATION C = A�ipe mm '!IYSG 9 arahit cturaI Innorrations 4200 LYMAN COURT HILLIARD, OH (614) 850 -2549 IM IS AN OlRlGI K UIVUBMED DRA11 M SL1M70 FOR YM PER5 W USE IN ODNNECTIOH WITH A PROJECT BUNG PLANNED FOR YOU BY CMVAPES INTERHADOMhL IN R/QEL1 IT 15 NOT TO BE IMMIC11111M, EXHIBIFU. OR FAIWATED IN AW FASHION WITHOUT PUNESS 11 FROM AN AUMOF12111 OffK t DF M CQNMY. UV i 31UL UmLnapun PROJECT DESCRIPTION ENVISOR 70" VERTICAL STYLE PROJECT DESCRIPTION GENERAL SPECIFICATIONS CLIENT CONTACT PERSON ADDRESS CITY E J5 7 7 70" VERTICAL STYLE ENVISOR SECTION NOTE: The Screen System shown corresponds to a typical construction of the Envisor 70" Vertical Style using Flat Rib Panels. This drawing is intended to Plustrate general . dimensions of the Envisor System when installed on an average Roof Top Unit. Dimensions and specifications of the system can vary depending on the BTU's location to each other and performance characteristics. WORK ORDER STATE ZIP REVISION REF.,# AND DATE PAS /05/04 May 9, 2016 SCALE 3/16" = 1 SKEET OF 1 1 DRAWN BY CHECKED BY PAS DATE FILE CREATED 02,/05/04 JOBSITE LOCATION i I II DWG F1 E # I ADDRESS CITY :700:39\ 10 039 �.MTH NO TOP TRIM.dwo- 1 1)24} 2014 •4: I 1 :44 PN-1. N GENERIC EQUIPMENT 5GREEN DETAIL5 NOTE: AGTUAL EQUIPMENT 5GREEN DETAILS ARE PROVIDED TO THE ARCHITECT VIA SHOP DRAWING5 PRIOR TO GONSTRUGTION GYMNASTICS ADDITION ROOF PLAN WITH STATE ZIP A0.03 56201:S:\IS48AM EQUIPMENT SCREENING Comm No: 152245 C: \Users \grippl Doournents \152245_ Central -c rippl L3woldae.curn.r�t Central: S: \ISD882\152245 -High School (PH I) 0 ARCH Revil \152245_CenlraLM A jjAA// Y Y SB Building a legacy —your legacy. June 1, 2016 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 Fax: 763 -541 -1700 Re: Monticello School District PUD- Concept Plan, Preliminary and Final Plat Plan Review Little Mountain Elementary, Monticello High School and Eastview Family Center City Project No. ZZMISD WSB Project No. 02596 -250 Dear Ms. Schumann: We have reviewed the PUD concept proposal as prepared by Wold Architects and Engineers dated May 9, 2019 and the preliminary and final plat dated April 11, 2016, as prepared by Sunde Land Surveying, and offer the following comments. PUD Concept 1. The existing easterly full access from School Boulevard for Eastview Family Center is in close proximity to the intersection at CSAH 18, creating potential vehicles conflicts. Given the proposed use and circulation pattern for Eastview Family Center, this access should be modified to a right -out only. The applicant has indicated that the access from CSAH 18 will be used as the main entrance to the site for drop offs. Drivers will exit to CSAH 18 or School Boulevard, therefore a right -out only at School Boulevard is feasible. 2. The applicant shall provide a plan for how traffic will be managed on School Boulevard and Chelsea Road during events at the proposed stadium and track field. Preliminary and Final Plat 3. The plat dedicates a 40 -foot wide right of way along Fallon Avenue from centerline. This appears to be adequate for future widening and pathway facilities along the roadway. 4. Re- submit the full size preliminary plat sheet showing the existing public utilities within existing documented easements for review. It does not appear that the existing storm sewer that extends west of the High School is aligned within the existing easement. Equal Opportunity Employer wsbeng.com K:\ 02596- 250\Admin \DOGS \LTR- a-schumann- School PUD 060106.docx June 1, 2016 Page 2 5. Please have the applicant explain why a 10 -foot wide drainage and utility easement being proposed in certain segments along the north property line of Lot 1, Block 1? A 6 -foot wide easement is the standard width along interior lot lines. 6. According the survey, a segment of the existing pathway along School Boulevard adjacent the Eastview Family Center, is located outside of the right of way. A pathway easement shall be provided to the City for this pathway segment. 7. The final plat should include one overall sheet for the entire plat area. Please give me a call at 763 - 271 -3236 if you have any questions or comments regarding this letter. Thank you. Sincerely, WSB & Associates, Inc. IA - '�' 'gfsseq� Shibani K. Bisson, PE City Engineer cc: Steve Grittman, NAC skb K:\ 02596- 250\Admin \Docs \LTR- a-schumann- School PUD 060106.docx City Council Agenda: 06/27/2016 3A. Consideration of approving 2015 Storm Water Pollution Prevention Program (SWPPP) Annual Report (SB) A. REFERENCE AND BACKGROUND: Each year, the City is required to conduct a public meeting to present information and activities associated with the SWPPP for the previous year (2015). The City is also required to submit an annual report of these activities to the MPCA by June 30th, 2016. The report summarizes the City's SWPPP implementation efforts over the previous calendar year for the six minimum control measures identified in the report. The draft 2015 Annual Report is attached as supporting documentation for Council to review and approve prior to submitting to the MPCA. Should Council wish to direct any changes to the 2015 Annual Report, staff will make any changes necessary prior to submitting the report to the MPCA by June 30th In addition to the required annual report activities, City and WSB staff focused on the following items during 2015. Preparation of standard operating procedures and training materials for the Building and Public Works departments for items such as erosion and sediment control inspections for development sites. Continued to develop an education and communications program to increase awareness of stormwater best management practices. • Annual inspections of storm water devices, ponds and storm sewer outfalls. Below is a summary of the MS4 program background: In 2005 the City of Monticello was designated as a regulated small municipal separate storm sewer system (MS4) under Minnesota Rules, Chapter 7090. This required the City to obtain a National Pollutant Discharge Elimination System /State Disposal System (NPDES /SDS) storm water permit, and to develop and implement a Storm Water Pollution Prevention (SWPPP) to reduce the discharge of pollutants, including sediments, from our storm sewer system to the maximum extent practicable. On March 24, 2008 the MPCA approved the draft SWPPP and the City was granted general permit coverage. A new permit was issued to the City on January 16, 2014; this will remain in effect until it expires on July 31, 2018. As required, the SWPPP addresses six minimum control measures (MCM's) as follows to report on: 1. Public Education and Outreach; 2. Public Participation and Involvement; 3. Illicit Discharge Detection and Elimination; City Council Agenda: 06/27/2016 4. Construction Site Stormwater Runoff Control; 5. Post - Construction Stormwater Management Measures; and 6. Pollution Prevention/Good Housekeeping Measures. A total of 40 best management practices (BMP's) and measureable goals associated with the 6 minimum control measures (MCM's) are identified in the SWPPP for implementation. As has been discussed before, these BMP's require several hours of staff time each year to administer and complete the tasks identified in our SWPPP. These tasks include such items as: • Providing articles in City newsletters and on the website. • Educating the public at community events. • Conducting an annual public meeting. • Monitoring and reporting on erosion control on construction sites. • Inspections of structural stormwater devices, ponds and storm sewer outfalls. • Documentation of all information associated with the City's MS4 program. Al. Budget Impact: Completing the 2015 Annual Report had no direct impact to the budget and is part the City Engineer retainer. Approximately $10,000 was budgeted under Professional Engineering services for 2015 to complete the required activities listed above as required with the new permit. As has been discussed previously with the Council, implementation of a storm water utility fee would be instrumental in funding the required MS4 permit activities including the maintenance and repair of the storm sewer and ponding systems within the City. Currently the City has 121 ponds and over 300 storm water structures with several miles of connecting pipes to maintain. The concept of a storm water utility fee would be similar to the City's sewer and water user fees that are generated to fund operations and maintenance costs of those systems. A2. Staff Workload Impact: City Staff and WSB has spent time preparing the 2015 Annual Report including all background documentation to complete the report. Ongoing staff time from Public Works, Building Department and Community Development will be required to fulfill the permit requirements. B. ALTERNATIVE ACTIONS: 1. Motion to approve the 2015 SWPPP Annual Report and authorize submittal to the MPCA by the June 30 deadline. 2. Motion to deny approval and submittal of the 2015 SWPPP Annual Report to the MPCA pending revisions based on Council input. City Council Agenda: 06/27/2016 C. STAFF RECOMMENDATION: City staff recommends Alternative #1 in order to meet the June 30 submittal deadline. D. SUPPORTING DATA: 2015 SWPPP Annual Report (draft) 6/3/2016 M S4 Annual Report for 2015 . Minnesota Pollution Control Agency You are currently logged in as: Monticello City MS4 If this is correct, click the 'Next' button. If this information is incorrect, contact Cole Landgraf (651- 757 -2880, cole.landgraf @state.mn.us) or Rachel Stangl (651 -757- 2879, rachel.stangI @state.mn.us). Before you begin... A fillable Microsoft Word document with all of the questions is available at https: / /www.pca. state.mn.us/ sites /default /files /wq- strm4- 06a.doc (for personal use only, not for submittal). The MS4 Annual Report for 2015 will automatically save your answers when you hit the `Next' button at the bottom of each page. If you wish to leave the MS4 Annual Report for 2015 and complete the document at another time, you may do so by hitting 'Next' at the bottom of your current page to save your progress before exiting the document. Return to the survey by following the previously used web link, and again login using your email and assigned password credentials. Once you successfully log in, your previous answers will appear. The MPCA will email a PDF of your MS4 Annual Report for 2015 information to you in a confirmation email within three business days after you submit this form. You may print a copy of the MS4 Annual Report for 2015 for your records at any time by pressing the `Print' button at the bottom of the page. Additionally, it is possible to save a PDF copy of the MS4 Annual Report for 2015 if you are working on a computer with OneNote (a program often included in Microsoft Office packages). Detailed saving instructions are available at stormwater.pca. state. mn. us / index. php/ Guidance_for_saving_MS4_annual_ reports. https: / /www. s naps urveys.com /w h /si am /s urveyl andi ng /pri ntervi ew er. asp ?si d= 746D 706D 6A77746365313436343939303034392E3232 1/15 6/3/2016 MS4 Annual Report for 2015 MS4 Annual Report for 2015 Reporting period: January 1, 2015 to December 31, 2015 Due: June 30, 2016 Instructions: Complete this annual report to provide a summary of your activities under the 2013 MS4 Permit (Permit) between January 1, 2015 and December 31, 2015. MPCA staff may contact you for additional information. Fillable document available at https: / /www.pca. state .mn.us /sites /defauIt/files /wq- strm4- 06a.doc (for personal use only, not for submittal). Questions: Contact Cole Landgraf at 651- 757 -2880 or cole.landgraf @state.mn.us or Rachel Stangl at 651- 757 -2879 or rachel.stangl @state.mn.us. MS4 General Contact Information Full name IShibani Bisson Title (City Engineer Mailing address City State 505 Walnut Street, Suite 1 Monticello MN Zip code 55362 Phone (763) 295 -2711 Email sbisson @wsb.eng Preparer Contact Information (if different from the MS4 General Contact) Full name Title Organization Mailing address C ity State Zip code Phone https: / /www.snapsurveys.com /wh/ siam /surveylanding /printerviewer. asp? sid= 746D706D6A77746365313436343939303034392E3232 2/15 6/3/2016 MS4 Annual Report for 2015 Email MCM 1: Public Education and Outreach The following questions refer to Part III.D.1. of the Permit. Q2 Did you select a stormwater - related issue of high priority to be emphasized during this Permit term? [Part III.D.1.a.(1)] • Yes No Q3 What is your stormwater - related issue(s)? Check all that apply. U TMDL(s) U Local businesses Li Residential BMPs U Pet waste CJ Yard waste EJ Deicing materials O Household chemicals CJ Construction activities U Post - construction activities U Other Q4 Have you distributed educational materials or equivalent outreach to the public focused on illicit discharge recognition and reporting? [Part III.D.1.a.(2)] • Yes No Q5 Do you have an implementation plan as required by the Permit? [Part III.D.1.b.] • Yes No Q6 How did you distribute educational materials or equivalent outreach? Check all that apply and provide circulation /audience associated with each item. [Part III.D.1.a.] U Brochure CU Newsletter O Utility bill insert O Newspaper ad U Radio ad O Television ad O Cable access channel O S to rmwate r- related event U School presentation or project O Website CJ Other (1) https: / /www.snapsurveys.com /wh/ siam /surveylanding /printerviewer. asp? sid= 746D706D6A77746365313436343939303034392E3232 3/15 6/3/2016 MS4 Annual Report for 2015 Other (2) Other (3) Q7 Intended audience? Check all that apply. Local Residents Businesses Developers Students Employees Other Newsletter 211 Website O 1/ 1 Q8 Enter the total circulation /audience (if unknown, use best estimate): Newsletter 1 5000 Website 16000 Provide a brief description of each activity related to public education and outreach (e.g. rain garden workshop, school presentation, public works open house) held and the date each activity was held from January 1, 2015 to December 31, 2015. [Part III.D.1.c.(4)] Q9 Date of activity Date 6/22/2015 (mm /dd /yyyy) Date (mm /dd /yyyy) Date (mm /dd /yyyy) Date (mm /dd /yyyy) Date (mm /dd /yyyy) Date (mm /dd /yyyy) Date (mm /dd /yyyy) Date (mm /dd /yyyy) Q10Description of activity Public Meeting on Storm Water Pollution Prevention Program (SWPPP) Annual Report Q11 Between January 1, 2015 and December 31, 2015, did you modify your BMPs, measurable goals, or future plans for your public education and outreach program? [Part IV.B.] https: / /www.snapsurveys.com /wh/ siam /surveylanding /printerviewer. asp? sid= 746D706D6A77746365313436343939303034392E3232 4/15 6/3/2016 MS4 Annual Report for 2015 Yes • No MCM 2: Public Participation /Involvement The following questions refer to Part III.D.2.a. of the Permit. Q12 You must provide a minimum of one opportunity each year for the public to provide input on the adequacy of your Stormwater Pollution Prevention Program (SWPPP). Did you provide this opportunity between January 1, 2015 and December 31, 2015? [Part III.D.2.a.(1)] • Yes No Q13 What was the opportunity that you provided? Check all that apply. Public meeting Public event Other Q14 Did you hold a stand -alone meeting or combine it with another event? Stand -alone Combined Enter the date of the public 06/22/2015 meeting (mm /dd /yyyy): Enter the number of citizens that attended and 16 were informed about your SWPPP: Q17 Between January 1, 2015 and December 31, 2015, did you receive any input regarding your SWPPP? • Yes No Enter the total number of individuals or organizations 1 that provided comments on your SWPPP: Q18 Did you modify your SWPPP as a result of written input received? [Part III.D.2.b. (2)] https: / /www.snapsurveys.com /wh/ siam /surveylanding /printerviewer. asp? sid= 746D706D6A77746365313436343939303034392E3232 5/15 6/3/2016 Yes • No M S4 Annual Report for 2015 Q19 Between January 1, 2015 and December 31, 2015, did you modify your BMPs, measurable goals, or future plans for your public participation /involvement program? [Part IV.B.] Yes • No MCM 3: Illicit Discharge Detection and Elimination The following questions refer to Part III.D.3. of the Permit. Q20 As of December 31, 2015, have you enacted a regulatory mechanism which prohibits non - stormwater discharges to your MS4? • Yes No Q21 Provide either a website address to the above regulatory mechanism or upload a copy. How will you provide this regulatory mechanism? v Website address U pload Q22 Website address: http://www.ci.monticello.mn.us/ vertical / sites / %7B46185197- 6086 - 4078 -ADDC- OF3918715C4C %7D /uploads /City Code - Title 7 - Chapt 10 (Illicit Discharge).pdf Q24 Did you identify any illicit discharges between January 1, 2015 and December 31, 2015? [Part III.D.3.h.(4)] C Yes C• N o Q33 Do you have written Enforcement Response Procedures (ERPs) to compel compliance with your illicit discharge regulatory mechanism(s)? [Part III.B.] • Yes No Q34 Provide either a website address to the above ERPs or upload a copy. How will you provide these ERPs? Website address Upload Q36 Click the "up arrow" icon below to upload a file. When it has uploaded successfully, a unique ID will appear in the box. Only files less than 10 MB in size will upload. https: / /www.snapsurveys.com /wh/ siam /surveylanding /printerviewer. asp? sid= 746D706D6A77746365313436343939303034392E3232 6/15 6/3/2016 MS4 Annual Report for 2015 ref:0000000071:Q36 Q37 Did you train all field staff in illicit discharge recognition (including conditions which could cause illicit discharges) and reporting illicit discharges for further investigations? [Part III.D.3.e.] • Yes No Q38 How did you train your field staff? Check all that apply. Email PowerPoint Presentation Video Field Training Other The following questions refer to Part III.C.1. of the Permit. Q39 Did you update your storm sewer system map between January 1, 2015 and December 31, 2015? [Part I I I.C.1.] Yes • No Q40 Does your storm sewer map include all pipes 12 inches or greater in diameter and the direction of stormwater flow in those pipes? [Part III.C.1.a.] • Yes No Q41 Does your storm sewer map include outfalls, including a unique identification (ID) number and an associated geographic coordinate? [Part III.C.1.b.] • Yes No Q42 Does your storm sewer map include all structural stormwater BMPs that are part of your MS4? [Part III.C.1.c.] • Yes No Q43 Does your storm sewer map include all receiving waters? [Part III.C.1.d.] • Yes No Q44 In what format is your storm sewer map available? Hardcopy only • GIS https: / /www.snapsurveys.com /wh/ siam /surveylanding /printerviewer. asp? sid= 746D706D6A77746365313436343939303034392E3232 7/15 6/3/2016 CAD Other M S4 Annual Report for 2015 Q45 Between January 1, 2015 and December 31, 2015, did you modify your BMPs, measurable goals, or future plans for your illicit discharge detection and elimination (IDDE) program? [Part IV.B.] Yes • No MCM 4: Construction Site Stormwater Runoff Control The following questions refer to Part III.D.4. of the Permit. Q46 As of December 31, 2015, have you enacted a regulatory mechanism that is at least as stringent as the Agency's general permit to Discharge Stormwater Associated with Construction Activity (CSW Permit) No. MN R100001 ( http: / /www.pca.state.mn.us /index.php /view - document.html ?gid = 18984) for erosion and sediment controls and waste controls? [Part III.D.4.a.] Q Yes O No Q47 Have you developed written procedures for site plan reviews as required by the Permit? [Part III.D.4.b.] • Yes No Q48 Have you documented each site plan review as required by the Permit? [Part III.D.4.f.] • Yes No Q49 Enter the number of site plan reviews conducted for sites an acre or greater of soil disturbance between January 1, 2015 and December 31, 2015: 12 Q50 What types of enforcement actions do you have available to compel compliance with your regulatory mechanism? Check all that apply and enter the number of each used from January 1, 2015 to December 31, 2015. O Verbal warnings O Notice of violation O Administrative orders O Stop -work orders O Fines O Forfeit of security of bond money ' Withholding of certificate of occupancy https: / /www. s naps urveys.com /w h /si am /surveyl andi ng /pri ntervi ew er. asp ?si d= 746D 706D 6A77746365313436343939303034392E3232 8/15 6/3/2016 Criminal actions Civil penalties Other Enter the number of verbal warnings 10 issued: Enter the number of notice of violations 10 issued: Enter the number of stop -work orders 10 issued: MS4 Annual Report for 2015 Q51 Do you have written Enforcement Response Procedures (ERPs) to compel compliance with your construction site stormwater runoff control regulatory mechanism(s)? [Part III.B.] • Yes No Q52 Enter the number of active construction sites an acre or greater that were in your jurisdiction between January 1, 2015 and December 31, 2015: 2 Q53 Do you have written procedures for identifying priority sites? [Part III.D.4.d.(1)] Yes No Q54 How are sites prioritized? Check all that apply. Site topography O Soil characteristics O Types of receiving water(s) O Stage of construction C1 Compliance history U Weather conditions C Other Other, describe: IMagnitude of construction sites and proximity to water bodies Q55 Do you have a checklist or other written means to document site inspections when determining compliance? [Part III.D.4.d.(4)] • Yes No Q56 Enter the number of site inspections conducted for sites an acre or greater between January 1, 2015 and December 31, 2015: 2 https: / /www.snapsurveys.com /wh/ siam /surveylanding /printerviewer. asp? sid= 746D706D6A77746365313436343939303034392E3232 9/15 6/3/2016 MS4 Annual Report for 2015 Q57 Enter the frequency at which site inspections are conducted (e.g. daily, weekly, monthly): [Part III.D.4.d.(2)] Weekly. Q58 Enter the number of trained inspectors that were available for construction site inspections between January 1, 2015 and December 31, 2015: 1 Q59 Provide the contact information for the inspector(s) and /or organization that conducts construction stormwater inspections for your MS4. List your primary construction stormwater contact first if you have multiple inspectors. (1) Inspector name I Tom Bose Organization Phone (Office) Phone (Work Cell) Email Preferred contact method (2) Inspector name Organization Phone (Office) Phone (Work Cell) Email Preferred contact method (3) Inspector name Organization Phone (Office) Phone (Work Cell) Email Preferred contact method City of Monticello 1763-271-3275 1612-685-0543 tom.bose @ci.monticello.mn.us phone Q60 What training did inspectors receive? Check all that apply. University of Minnesota Erosion and Stormwater Management Certification Program Qualified Compliance Inspector of Stormwater (QCIS) Minnesota Laborers Training Center Stormwater Pollution Prevention Plan Installer or Supervisor Minnesota Utility Contractors Association Erosion Control Training https: / /www.snapsurveys.com /wh/ siam /surveylanding /printerviewer. asp? sid= 746D706D6A77746365313436343939303034392E3232 10/15 61312016 M S4 Annual Report for 2015 O Certified Professional in Erosion and Sediment Control (CPESC) O Certified Professional in Stormwater Quality (CPSWQ) O Certified Erosion, Sediment and Storm Water Inspector (CESSWI) O Other Q61 Between January 1, 2015 and December 31, 2015, did you modify your BMPs, measurable goals, or future plans for your construction site stormwater runoff control program? [Part IV.B.] Yes • No MCM 5: Post - Construction Stormwater Management The following questions refer to Part III.D.5. of the Permit. Q62 As of December 31, 2015, have you enacted a regulatory mechanism to incorporate all requirements as specified in Part III.D.5.a. of the Permit? (•) Yes Q No Q63 What approach are you using to meet the performance standard for Volume, Total Suspended Solids (TSS), and Total Phosphorus (TP) as required by the Permit? [Part III.D.5.a.(2)] Check all that apply. Refer to the link.http://www.pca.state.mn.us/index.php/view-document.html? gid =17815 for guidance on stormwater management approaches. U Retain a runoff volume equal to one inch times the area of the proposed increase of impervious surfaces on -site O Retain the post- construction runoff volume on site for the 95th percentile storm O Match the pre - development runoff conditions O Adopt the Minimal Impact Design Standards (MIDS) O An approach has not been selected O Other method (Must be technically defensible - -e.g. based on modeling, research and acceptable engineering practices) Q64 Do you have written Enforcement Response Procedures (ERPs) to compel compliance with your post- construction stormwater management regulatory mechanism(s)? [Part III.B.] u Yes Q No Q65 Between January 1, 2015 and December 31, 2015, did you modify your BMPs, measurable goals, or future plans for your post- construction stormwater management program? [Part IV.B.] https: / /www. s naps urveys.com /w h /si am /surveyl andi ng /pri ntervi ew er.asp ?si d= 746D 706D 6A77746365313436343939303034392E3232 11/15 6/3/2016 Yes • No M S4 Annual Report for 2015 MCM 6: Pollution Prevention /Good Housekeeping for Municipal Operations The following questions refer to Part III.D.6. of the Permit. Q66 Enter the total number of structural stormwater BMPs, outfalls (excluding underground outfalls), and ponds within your MS4 (exclude privately owned). Structural stormwater 152 BMPs Outfalls 129 Ponds 121 Q67 Enter the number of structural stormwater BMPs, outfalls (excluding underground outfalls), and ponds that were inspected from January 1, 2015 to December 31, 2015 within your MS4 (exclude privately owned). [Part III.D.6.e.] Structural stormwater 52 BMPs Outfalls Ponds Q68 Have you developed an alternative inspection frequency for any structural stormwater BMPs, as allowed in Part III.D.6.e.(1) of the Permit? Yes • No Q69 Based on inspection findings, did you conduct any maintenance on any structural stormwater BMPs? [Part III.D.6.e.(1)] • Yes No Q70 Briefly describe the maintenance that was conducted: Cleaned out structures. Q71 Do you own or operate any stockpiles, and /or storage and material handling areas? [Part III.D.6.e.(3)] • Yes No Q72 Did you inspect all stockpiles and storage and material handling areas quarterly? [Part III.D.6.e.(3)] https: / /www. s naps urveys.com /w h /si am /surveyl andi ng /pri ntervi ew er. asp ?si d= 746D 706D 6A77746365313436343939303034392E3232 12/15 6/3/2016 • Yes No M S4 Annual Report for 2015 Q73 Based on inspection findings, did you conduct maintenance at any of the stockpiles and /or storage and material handling areas? O Yes Oe No Q75 Between January 1, 2015 and December 31, 2015, did you modify your BMPs, measurable goals, or future plans for your pollution prevention /good housekeeping for municipal operations program? [Part IV.B.] Yes �. N o Partnerships Q84 Did you rely on any other regulated MS4s to satisfy one or more Permit requirements? Yes • No Additional Information If you would like to provide any additional files to accompany your annual report, use the space below to upload those files. For each space, you may attach one file. You may provide additional explanation and /or information in an email with the subject YourMS4NameHere 2015AR to ms4permitprogram .pca @state.mn.us. Q86 Click the "up arrow" icon below to upload a file. When it has uploaded successfully, a unique ID will appear in the box. Only files less than 10 MB in size will upload. Q87 Click the "up arrow" icon below to upload a file. When it has uploaded successfully, a unique ID will appear in the box. Only files less than 10 MB in size will upload. t Q88 Click the "up arrow" icon below to upload a file. When it has uploaded successfully, a unique ID will appear in the box. Only files less than 10 MB in size will upload. t https: / /www.snapsurveys.com /wh/ siam /surveylanding /printerviewer. asp? sid= 746D706D6A77746365313436343939303034392E3232 13/15 6/3/2016 M S4 Annual Report for 2015 Q89 Optional, describe the file(s) uploaded: Owner or Operator Certification The person with overall administrative responsibility for SWPPP implementation and Permit compliance must certify this MS4 Annual Report. This person must be duly authorized and should be either a principal executive (i.e., Director of Public Works, City Administrator) or ranking elected official (i.e., Mayor, Township Supervisor). certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete (Minn. R. 7001.0070). 1 am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment (Minn. R. 7001.0540). Yes By typing my name in the following box, I certify the above statements to be true and correct, to the best of my knowledge, and that information can be used for the purpose of processing my MS4 Annual Report. Name: Title: Date: (mm /dd /yyyy) When you are ready to submit, you must click the 'Submit' button at the bottom of this page. Provide the email(s) of the individual(s) you would like to receive the MS4 Annual Report for 2015 submittal confirmation email from the MPCA. After you click the Submit button below, please allow up to three business days to receive this email. https: / /www. s naps urveys.com /w h /si am /surveyl andi ng /pri ntervi ew er. asp ?si d= 746D 706D 6A77746365313436343939303034392E3232 14/15 6/3/2016 M S4 Annual Report for 2015 Email (1) Email (2) Email (3) Print or save a copy of your completed MS4 Annual Report for 2015 for your records. The MPCA will email a PDF of your MS4 Annual Report for 2015 information in a confirmation email within three business days after you submit this form to the email(s) you provided above. You may print a copy of the MS4 Annual Report for 2015 for your records by pressing the `Print' button at the bottom of the page. Additionally, it is possible to save a PDF copy of the MS4 Annual Report for 2015 if you are working on a computer with OneNote (a program often included in Microsoft Office packages). Detailed saving instructions are available at stormwater.pca. state.mn.us/ index. php/ Guidance_for_saving_MS4_annual_ reports. If you have any questions, contact MPCA staff Cole Landgraf (cole.landgraf @state.mn.us, 651 - 757 -2880) or Rachel Stangl (rachel.stangI @state.mn.us, 651 - 757 - 2879). https: / /www.snapsurveys.com /wh/ siam /surveylanding /printerviewer. asp? sid= 746D706D6A77746365313436343939303034392E3232 15/15 City Council Agenda: 06/27/16 3B. PUBLIC HEARING - Consideration of adopting Resolution 2016 -040 approving the vacation of drainage and utility easements for Lot 1, Block 1, of Otter Creek Crossing 11t Addition. Applicant: Rocky Mountain Exchange Holding Company 25254, LLC (SB) A. REFERENCE AND BACKGROUND: Rocky Mountain Exchange Holding Company (Dahlheimer Beverage), has submitted a petition asking Council to call for a public hearing to consider granting vacation of drainage and utility easements across Lot 1, Block 1, of Otter Creek Crossing 1St Addition. The vacation of easements is requested to facilitate the final platting of Clear Creek Addition, which includes the Dahlheimer Beverage building expansion. On June 13, 2016 the Council accepted the petition and adopted a resolution calling for the hearing. The notice has been published and mailed accordingly. The proposed final plat of Clear Creek Addition will incorporate the required new perimeter drainage and utility easements for the platted lots and blocks, as well as other required drainage and utility easements recommended by the ity Engineer. The vacation of drainage and utility easements per the petition is conditioned on the reestablishment of required easements on the final plat and proper documentation on the final recorded plat. The city's engineering department has reviewed the vacation request and finds it to be acceptable. The plat will reestablish required plat and lot drainage and utility easements as required by the subdivision ordinance. Al. Budget Impact: There is no budget impact associated with hearing for vacation, as the notification expenses are covered through the application fee. A2. Staff Workload Impact: Staff impacts at this time are associated with the review of the proposed vacation and establishment for corresponding required easements on the proposed final plat. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution #2016 -040 approving the vacation of drainage and utility easements over and across Lot 1, Block 1, of Otter Creek Crossing 1St Addition, subject to the conditions outlined in said resolution. 2. Motion to deny adoption of Resolution #2016 -040 based on findings to the made by the City Council. City Council Agenda: 06/27/16 C. STAFF RECOMMENDATION: City staff recommends Alternative #l, subject to the conditions identified in Resolution #2016 -040. This action is consistent with recent actions related to similar requests in the city and will allow Rocky Mountain Exchange Holding Company to continue with their land use approvals. D. SUPPORTING DATA: • Resolution #2016 -040 • Petition for vacation, Rocky Mountain Exchange Holding Company • Easement Vacation exhibit for Otter Creek Crossing 1St Addition (shaded areas show easement vacation) • Final Plat of Clear Creek Addition CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-040 VACATING ALL EXISTING DRAINAGE AND UTLITY EASEMENTS WITHIN THE BOUNDARIES OF LOT 1, BLOCK 1, OTTER CREEK 1sT ADDITION WHEREAS, pursuant to Minnesota Statutes Section 4152.851, after two (2) weeks' published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affected by the proposed vacation; and WHEREAS, a public hearing on the vacation of drainage, utility and access easements over and across the following described property was held on June 27, 2016 at 6:30 p.m. at the Monticello City Hall; All those drainage and utility easements lying within Lot 1, Block 1, OTTER CREEK CROSSING 1sT ADDITION, dedicated in the plat of said OTTER CREEK CROSSING 1sT ADDITION, according to the recorded plat thereof, Wright County, Minnesota WHEREAS, the vacation and utility easement per the petition is conditioned on the reestablishment of required easements on the final plat and proper documentation on the final recorded plat; NOW THEREFORE, BE IT HEREB Y RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: that the above described drainage, utility and access easements are vacated. Adopted by the City Council of Monticello, Minnesota this 27th day of June, 2016. Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator DATE May 20, 2016 TO: Community Development Director City of Monticello To Whom it may Concern: Rocky Mountain Exchange Holding Company 25254, LLC, fee title property owner of 3360 Chelsea Road West, Monticello, MN 55362, petition for the vacation of all existing drainage and utility easements within the lot boundaries of Lot 1, Block 1, Otter Creek Crossing 1St Addition. Legal description: All those drainage and utility easements lying within Lot 1, Block 1, OTTER CREEK CROSSING 1ST ADDITION, dedicated in the plat of said OTTER CREEK CROSSING 1ST ADDITION, according to the recorded plat thereof, Wright County, Minnesota. Thank You, Greg Dahlh mer, Chief Manager Rocky Mountain Exchange Holding Company 25254, LLC CITY .I�40 F CITY OF MONTICELLO Community Development 505 Walnut Street, Suite I Montiy�} • Monticello, MN 55362 Land Use Application cello (763) 295 -2711 . infogci.monticello.mn.us APPLICATION PROPERTY INFORMATION Property Address '-33 (a C, S t ' Property Legal Description Q Property ID Number Map Amendment (Rezoning) PROPERTY OWNER INFORMATION Owner Name h.0 Owner Address Owner Phone /Email Comprehensive Plan Amendment APPLICANT INFOR ATION Applicant Name Applicant Address Applicant Phone /Email LL— e APPLICATION LAND USE APPLICATION TYPE APPLICATION FEE Amendment to Ordinance Residential Map Amendment (Rezoning) $200 + escrow 1 unit Text Amendment $200 + escrow $6,000 Comprehensive Plan Amendment $200 + escrow 11+ Conditional Use Permit $200 + escrow Interim Use Permit $200 + Escrow Total Fees from Above (onlyone Planned Unit Development $ Q — Concept $200 + escrow Development $200 + escrow Final $50 + escrow Other (Vegetation Cutting, Temp Infrastructure) $0 Site Plan Review $50 + escrow Sketch Plan Review Not applicable Subdivision Simple Subdivision $200 + escrow Administrative Lot Combination Preliminary Plat $300 + escrow Final Plat $50 + escrow Variance $200 + escrow Vacation (Easement or Right of Way) ✓ $200 + escrow Special Planning Commission Meeting* *Request relies on availability of a quorum of Planning Commission $350 Revised 3/11/2015 LAND USE APPLICATION PLAN REVIEW ESCROW Commercial *See escrow statement on reverse. Residential 0 -3 Acres $2,000 1 unit $500 (single - family) 4 -10 $6,000 2 + units $1000 based + $100 /unit 11+ $10,000 LAND USE APPLICATION FEE & ESCROW CALCULATION Total Fees from Above (onlyone fee required for combination applications) $ Q — Total Escrow from Above $ TOTAL TO BE PAID AT APPLICATION $ Revised 3/11/2015 Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) ��- -v.`�_ (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. (Date) f� Applicant's Statement Regarding Fees & Escrows I acknowledge the Fees & Escrow Purpose explanation below and hereby agree to pay all statements received pertaining to additional application expense and City review. (Signature) (Date) 5 Timeline for Review MN State 15.99 allows a 60 -day review period for final action on a land use application (does not apply to plat applications), once that application is found to be complete, unless the City extends the review period and so notifies the applicant. Your request will not be scheduled for public hearing or City review until all required information has been provided and found to be adequate by the Community Development Department. Purpose of Fees & Escrow Fees: The application fees are used for publication of the public hearing notice in the Monticello Times, for postage to mail the required notice to adjacent properties as outlined by ordinance, and recording fees. Escrow: The City uses escrow deposits for staff and consultant time for case review and preparation of documents related to the application. This may include engineering, legal, planning and environmental consultation. Should the original escrow be exceeded, the applicant or responsible party will be billed for all additional services. It is the policy of the City of Monticello to require applicants for land use approvals to reimburse the City for costs incurred in reviewing and acting upon applications, so that these costs are not borne by the taxpayers of the City. These costs include all of the City's out -of- pocket costs for expenses, including the City's costs for review of the application by the City's staff, Consulting Engineer, Consulting Planner, City Attorney, or other consultants. The City will invoice the applicant for these costs within 3 months of final action on the land use application and payment will be due within thirty (30) days. If payment is not received as required by this agreement, the City will proceed on action to assess or lien. Payment of costs will be required whether the application is granted or denied. CM REH#EW INFORMATION -1NT RNA1 USE Application Received Date Application Determined Complete Date /By / Application Action Deadline Date 60 Days 120 Days PROPERTY LEGAL DESCRIPTION AND WRIGHT COUNTY PROPERTY IDENTIFICATION NUMBER (PID) FOR CITY OF MONTICELLO LAND USE APPLICATION Lot 1, Block 1, Otter Creek Crossing 1st Addition, Wright County, MN PID No.: 155- 181 - 001010 rc � I I 1/\y EASEMENT VACATION EXHIBIT FOR THE PROPOSED PLAT OF CLEAR CREEK ADDITION CITY OF MONTICELLO, WRIGHT COUNTY, MN NALand Projects\16172 - dear Greek Add1dmjdw9\Easement Exhfbtt\16172 Easement- Vacate,dwg DESCRIP710N OF EASEMENTS TO BE VA CA TED Vacate all those drainage and utility easements lying within Lot 1, Block 1, OTTER CREEK CROSSING 1ST ADDITION, dedicated in the plat of sold OTTER CREEK CROSSING 1ST ADDITION, according to the recorded plat thereof, Wright County, Minnesota. / i u<4 ~� BeRV�G�g 0 200 600 GRAPHIC SCALE IN FEET DENOTES DRAINAGE AND UTILITY EASEMENT TO BE VACATED CLEAR GREEK ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Rocky Mountain Exchange Holding Company 25254, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Lot 1, Block 1, OTTER CREEK CROSSING 1ST ADDITION. (Torrens Property) and Clear Creek Land Company, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Oubot A, OTTER CREEK CROSSING 1ST ADDITION and Outlot C, OTTER CREEK CROSSING 3RD ADDITION. (Abstract Property) Have caused the same to be surveyed and platted as CLEAR CREEK ADDITION and do hereby dedicate to the public for public use the drainage and utility easements as created by this plat. In witness whereof said Rocky Mountain Exchange Holding Company 25254, LLC, a Minnesota limited liability company; has caused these presents to be signed by its proper officers this day of , 20 Greg Dahlheimer, Chief Manager STATE OF MINNESOTA Joe Dahlheimer, Secretary COUNTY OF This instrument was acknowledged before me this day of 20 by Greg Dahlheimer, Chief Manager, and Joe Dahlheimer, Secretary of Rocky Mountain Exchange Holding Company 25254, LLC, a Minnesota limited liability company. Signature Name Printed Notary Public, County, Minnesota My Commission Expires In witness whereof said Clear Creek Land Company, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officers this day of , 20 STATE OF MINNESOTA COUNTY OF Luke Dahlheimer, Chief Manager Todd Lorsung, Chief Financial Monager/Treasurer Nick Dahlheimer, Secretary This instrument was acknowledged before me this _ day of , 20_, by Luke Dahlheimer, Chief Manager, Todd Lorsung, Chief Financial Mi Manager /Treasurer, and Nick Dahlheimer, Secretary of Clear Creek Land Company, LLC, a nnesota limited liability company. Notary Public, County, Minnesota My Commission Expires I Trace C. McCoy, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Trace C. McCoy, Licensed Land Surveyor Minnesota License No. 44531 STATE OF MINNESOTA COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this day of 20 , by Trace C. McCoy, Land Surveyor, Minnesota License No. 44531 MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of CLEAR CREEK ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of CLEAR CREEK ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20 Wright County Surveyor WRIGHT COUNTY AUDITOR Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this day of . 20 By: Wright County Auditor Deputy WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid this day of 20_. By: Wright County Treasurer Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of 20 at _o'clock .M., and was duly recorded in Cabinet No. , Sleeve , as Document No. igna ure REGISTRAR OF TITLES, WRIGHT COUNTY, MINNESOTA I hereby certify that this instrument was filed in the office of the Registrar of Titles for record on this a e nn Notary Public, nty, .sofa A., and was duly recorded in Certificate Number , Volume Page My Commission Expires 6j UaAell" O 1''r �6JlAO® �RRV[COO Q �6 Wright County Recorder day of , 20 , at _'clock Registrar of Titles, Wright County, Minnesota SHEET 1 OF 2 SHEETS CLEAR GREEK ADDITION I NGyNO °N c OPEN � 1 1 n 112 rN\ \ _ 11' OPT I / L VJ` ✓ v 2" R�7'60.00 � F � aS 1 � s 12. OPEN I I G _ L-559.84 ° 4 \ ✓ (.a W A 2y' __— - -- L�19 r� F\ 'roN�✓!" ✓s g4.p0'pp" PIP \ 1 469%3 _p�74943 j / -0.7= 422 9" N SS9 ``'� �S j 73.02'' �_ -� 9 1 °39'81" R= 600.00 '� rl-I �g L= 285.00 rp /I 4 d= 26.55'29" I I Igyp•,{ -1 cAj' 1 111° \ m 1 0 �0 -i 1 - -- v 2 �,I I BLOCK 1 to 0, w -° J I Al 1 112° OPEN I \ \ / I� I C� N 46'02 '39" E 05 i \ °F , \34� %i - -- DRAINAGE AND �� -,--� 94.29 '- -UTIUN EASEMENT--- :� II /0000 it II G7 -- 388.90-- �rJ --14 — -_— /\`\ - 1079.2 -'E to 40 ' -�- 419.10 bo 11 ,14(12'OPEN ' °Ar -Its m UO�nA - r �I t I Q 6j 81� O� rA 16 0 60 120 180 GRAPHIC SCALE IN FEET 1 INCH = 100 FEET • DENOTES IRON MONUMENT FOUND 0 DENOTES IRON MONUMENTS SET, MARKED BY LICENSE NO. 44531 Q• DENOTES WRIGHT COUNTY MONUMENT FOUND Drainage and utility easements are shown thus: ryi N Being 12.00 feet in width, unless otherwise indicated, and adjoining plat boundary lines as shown on the plat. BEARING ORIENTATION: THE SOUTHEASTERLY LINE OF LOT 1, BLOCK 1, OTTER CREEK CROSSING 1ST ADDITION IS ASSUMED TO BEAR N41'02'17 "E. VICINITY MAP SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 -- EE%mmiiiia GRAPHIC SCALE IN FEE( 1 INCH = 1000 FEET F9 qy r C.S.A.H. NO. 39 e ae Pie• sF9 � � _ G � 0,9�T0� <) 'Y SHEET 2 OF 2 SHEETS City Council Agenda — 06/27/2016 4A. Consideration of a reauest for Preliminary and Final Plat for Clear Creek Addition, a request for Conditional Use Permit for building height over 30', a request for Conditional Use Permit for cross parking and access, a request for Ordinance Amendment to allow bulk fuel storage /sales in an I -1 (Light Industrial) District as a permitted or conditional use, including a Conditional Use Permit as required, and a draft Development Agreement. Applicant: Clear Creek Land Company, LLC. NAC) Property: Legal: Lot 1, Block 1, Otter Creek Crossing 1St Addition, Outlot C, Otter Creek Crossing 1 st Addition, and Oulot A, Otter Creek Crossing 3rd Addition. PlDs: 155 -181- 001010, 155- 181 - 000010 and 155 -194- 000030 Address: 3360 Chelsea Rd Planning Case Number: ZZDAHL, 2016 -2018 A. REFERENCE & BACKGROUND Request(s): 1. A preliminary and final plat; 2. Amendment to Zoning Ordinance to allow Bulk Fuel Storage; 3. Conditional use permit to allow bulk fuel storage tanks in the I -1 Industrial District; 4. Conditional Use Permit for joint parking and access; 5. Conditional Use Permit for building height; Deadline for Decision: July 16, 2016 Land Use Designation: Places to Work Zoning Designation: I -1 Industrial The purpose of the "I -1," light industrial, district is to provide for the establishment of warehousing and light industrial development. Overlays /Environmental Regulations Applicable: N/A Current Site Use: Industrial — Beverage Warehouse /Distribution Surrounding Land Uses: North: Vacant B -4, Regional Business District East: Vacant I -1, Industrial City Council Agenda — 06/27/2016 South: Vacant I -1, Industrial West: I -1, Industrial Project Description and Background: Clear Creek Land Company, LLC/Dahlheimer Beverage is a wholesale distributer of beverages products in and around the Monticello region. The business currently occupies the site at 3360 Chelsea Rd. The site has a 54,595 square foot building which Dahlheimer /Rocky Mountain Group currently owns and occupies. The applicant seeks to build an expansion to the building by 97,055 square feet, as well as additional parking spaces, a truck wash, bulk fuel storage, and landscaping. The new total building will total 151,650 square feet. To accomplish the addition, the applicant is purchasing additional property to the south, for a total resultant land area of approximatelyl5 acres. The site fronts on Chelsea Road and a portion of Dalton Avenue NE. The new site will include additional frontage along Dalton Avenue NE, as well as Dalton Way along the southwest boundary. The site is zoned I -1, Industrial. The purpose of the "I -1, "(Light industrial) District is to provide for the establishment of warehousing and light industrial development. Dahlheimer Beverage as a warehousing use is an allowed use in the I -1 District. Planning Commission Action. The Planning Commission reviewed the request at a public hearing on June 7, 2016. There was no one from the public attending the hearing. The Planning Commission questioned the applicant and staff regarding details of the plan, and then voted unanimously to recommend approval of the Plat, Zoning Amendment for bulk fuel storage, and Conditional Use Permits for building height, cross parking and access, the fuel storage per the amended ordinance. The Commission also approved setback variances to accommodate the expansion of the facility across the replatted lot line, as requested by the applicants for ownership and financing reasons. Since the time of the Planning Commission, the applicant discovered that a portion of the property has a registered title (torrens property — the existing parcel) and the other portion has an abstract title description (the proposed addition). The Wright County Title Examiner will not accept the a plat that includes a combination of abstract and torrens property, nor can the existing lot line be moved resulting on a single parcel consisting of both types of property. As such, the applicant needs to create, temporarily, a plat with three lots (instead of the originally proposed two). Two of the lot lines would extend through the building, raising building code issues. 2 City Council Agenda — 06/27/2016 The solution to this issue is to register all of the abstract property and create a torrens certificate for the entire property within the boundaries of the plat. However, this process is likely to take at least six months, and probably more. As such, the development contract is being written to allow for the immediate platting into three lots, with a requirement that the applicant will undertake the torrens registration, and then replat the parcels into the proposed two lot subdivision shown on the original proposal. In the interim, the City would issue a building permit to allow the construction to proceed, with the opportunity for a temporary Certificate of Occupancy to allow use of the building when construction is complete, but while the torrens process continues. The development agreement requires the posting of a security to ensure that the torrens process will be pursued, and the plat will be resubmitted to correct the temporary defect at the appropriate time. A second element of the project which is still being resolved is resolution of the grading and drainage plans for the project. The City Engineer is working with the applicants and their engineering representative to finalize the drainage requirements. If this solution is not found prior to the Council meeting, the proposals may be removed from the agenda to permit adequate time to finalize those plans. ANALYSIS The applicants are seeking to purchase two city -owned outlots that are located to the southwest of their current property. Because the outlots require replatting to be developable, and applicant is seeking to replat the existing and proposed land for development and financing purposes. The replatting is proposed to create a lot line along the existing south building wall, and the addition will abut the new lot line, allowing for a single building that sits across the proposed lot line. This results in the need to address what would otherwise be zoning issues for setback and cross -use. The applicants also propose to install a bulk fuel -tank storage facility for their delivery trucks. Currently, bulk fuel storage is not included as a use in the I -1 District. To accommodate this proposal, the applicant wishes to amend the code to add the use to the district, and provide for a companion Conditional Use Permit to install the proposed fuel storage on the site. As noted above, the various applications necessary to accommodate the proposal are as follows: 1. A preliminary and final plat; 2. Amendment to allow Bulk Fuel Storage; 3. Conditional use permit to allow bulk fuel storage tanks in the I -1 Industrial District; 4. Conditional Use Permit for joint parking and access; 3 City Council Agenda — 06/27/2016 5. Conditional Use Permit for building height; 6. Variance to the side yard setback. PRELIMINARY PLAT The applicants are seeking to combine the various parcels, both current and proposed, into two parcels. The existing building will be located on the first parcel, with a "zero lot line" abutting the existing building's southwest wall. The new expansion will be located on Lot 2, also with a zero lot line. The applicant is seeking this arrangement to accommodate ownership and financing requirements. They have asked for a variance to the required setbacks, which will be evaluated separately. The plat is consistent with the standard subdivision requirements, and does not raise any zoning issues, with the notations relating to setback and circulation discussed below. As noted above, an interim plat shows three lots reflecting the conflict between the abstract and torrens property. Once that issue is resolved, the applicants will return to the Planning Commission and City Council to replat the property as now proposed. It should be noted that continued review related to the storm water management on the site may result in changes to drainage and utility easements for the plat. Exhibit Z of the condition of plat approval will require drainage and utility easements consistent with the City Engineer's recommendations. Grading, Drainage, Stormwater Management, and Erosion Control Plan Requirements The applicants have submitted a stormwater management plan that directs stormwater to an onsite pond with an outlet to the existing pond east of the existing building. An alternate solution that is currently being evaluated, is to direct drainage to the existing pond west of Dalton Avenue. This is subject to further review by the City Engineer. Due to concerns over the capacity of the ponds in the area, the Engineer and the applicant are working to ensure that stormwater designs adequately address the needs of the site. Utilities The City Engineer is reviewing utility access and designs for the site. Those comments will be incorporated in the staff recommendation. Access The site currently has three curb cuts along Dalton Avenue and one along Chelsea Road. The applicant is proposing to close one curb cut on the northwest side of the property on Dalton Avenue and opening a new one further to the south. All curb cuts L, City Council Agenda — 06/27/2016 are greater than 125 feet apart. With a future expansion, the applicant has illustrated a proposed third access on Dalton Way, which will be subject to the review and comment of the City Engineer at the time of expansion. Easements The applicant has submitted a petition for vacation of the drainage and utility easements impacted by replatting of the outlots and lot. The vacation will be considered by the City Council. Plat perimeter and lot easements are required to be established per the Subdivision Ordinance standards and are illustrated on the plat documents. Other comments related to easements are as noted by the City Engineer in the comment letter of June 2nd, 2016. ZONING AMENDMENT — BULK FUEL STORAGE and CUP The applicant proposes to operate a bulk -fuel tank facility for the trucks which deliver for the business. Currently, bulk -fuel sales and storage is allowed in the B -2, B -3, and B -4 districts as a permitted accessory use, as well as the CCD by Conditional Use Permit. This use (at least, the storage and dispensing of fuels to company vehicles) is a common accessory activity in industrial areas, and likely occurs on a number of other local industrial properties. The current regulations for accessory bulk fuel storage are listed below, with additions or changes noted for the purposes of industrial applications: (10) Bulk Fuel Sales & Storage (a) All accessory use bulk fuel storage must be associated with r°*ai� the principal activity on the site. In Industrial Districts, accessory fuel dispensing shall not be available for sale to the public. (.) No more than one ( ) bulk fuel tank , n4ai er- shall by l,,eatea on a pafeel. (c) Accessory use bulk fuel sales storage tank containers shall be limited to 1000 gallons. (d) Accessory use bulk fuel sales storage may not be located within the required front yard setback. (e) Accessory use bulk fuels sales storage facilities shall include 1 shrub landscaping planting per every 10 feet of bulk fuel facility perimeter, planted in accordance with required safety clearances. (f) Accessory use bulk fuel sales/storage t be leeated no less than 25' from all stfu .tufes and shall be setback 10' from all property lines and 20' from any public right of way. (g) Accessory use bulk fuel sales storage must include a containment structure and bollards for tank protection per applicable fire code or other regulations. (h) Accessory use bulk fuel sales storage facilities shall comply with all MPCA and State Fire Marshal requirements, all other permit, testing and listing requirements, and all applicable codes and standards such as NFPA 58. (i) Accessory use bulk fuel sales storage facilities located within the Drinking 5 City Council Agenda — 06/27/2016 Water Supply Management Area (DWSMA) must comply with the City Engineer's recommendations for site and containment arrangement. The changes suggested to the existing code language are intended to distinguish this use from the retail - oriented fuel dispensing (such as propane) that occurs in retail commercial areas. Staff would recommend inclusion of this language in the code, and adding the use to the I -I Industrial District as a Conditional Use Permit. The application and notice were constructed to provide for a request for conditional use permit for this use, should it be required. The Dahlheimer site plan proposal would be consistent with these standards. Although the City Council could choose to allow these facilities as a permitted accessory use, the Planning Commission voted to recommend the inclusion of bulk fuel storage by Conditional Use Permit. CONDITIONAL USE PERMIT — BUILDING HEIGHT The current zoning ordinance language restricts buildings in the I -I District to 30 feet in height, with an allowance for greater height by Conditional Use Permit. The applicant seeks to match the existing building at a height of 32 feet. Subject to Fire Department review, no negative impact is envisioned by staff. CONDITIONAL USE PERMIT — CROSS PARKING AND ACCESS The ordinance provides a Conditional Use Permit process for vehicles to cross property lines between separate parcels without the normal need to separate the driveways and parking areas by curbed landscaped areas. The purpose of this CUP is to ensure that properties under separate ownership coordinate access points and maintenance responsibilities, and it allows vehicles to circulate internally without driving out to the public street. The process is most common in commercial areas. However, in this situation, the zero -lot -line subdivision requires consideration of the CUP approval. Because the subdivision creates a situation where the two parcels could conceivably be conveyed to separate owners, the CUP provision ensures that all subsequent owners will continue to be subject to the access provisions of these approvals. VARIANCE — ZERO BUILDING SETBACK As noted, the Planning Commission approved variances to the internal setbacks that will result from the construction of the building over the proposed lot lines. The applicants requested the variances under this design to accommodate internal ownership and financing. G City Council Agenda — 06/27/2016 SITE PLAN REVIEW Parking and Circulation The applicants have provided a parking plan that shows 130 parking spaces proposed. The applicants have indicated that they will have 8,500 square feet of office space and 143,150 square feet of warehouse space. By code, the site should have 182 parking spaces. The applicants are proposing a deferred parking arrangement of 52 spaces. There is adequate space on the property to add future parking if it becomes necessary. Potential locations would include the future expansion areas to the southeast of the new building, along the future access drive to Dalton Way, or areas within the truck court that would not interfere with truck routing. The applicants should provide information relating to their employee counts to verify the adequacy of the current parking proposal. Location of Required Parking Required accessory off - street parking shall be on the same lot under the same ownership as the principal use being served except under the provisions of Section 4.8(G)(3). Staff Comment: The proposed parcels and building are on two parcels of land. However, the ownership of the two parcels will be the same, and the building will sit on the property line. As such, the applicant is seeking the Conditional Use Permit for cross parking and access. Curb Cuts and Access (i) Each property shall be allowed one (1) curb cut access per one hundred twenty -five (125) feet of street frontage. All property shall be entitled to at least one (1) curb cut. Staff Comment: The site currently has three curb cuts along Dalton Avenue and one along Chelsea Road. The applicant is proposing to close one curb cut on the northwest side of the property on Dalton Avenue and opening a new one further to the south. All curb cuts are greater than 125 feet apart. With a future expansion, the applicant has illustrated a proposed third access on Dalton Way, which will be subject to the review and comment of the City Engineer at the time of expansion. (ii) The maximum driveway width between the public street and the property line shall not exceed twenty -four (24) feet. 7 City Council Agenda — 06/27/2016 Staff Comment: The width of the new curb cut appears to be approximately thirty (30) feet at the widest point. The City Engineer can approve the wider curb cut desgn when necessary to accommodate expected traffic flow. Loading Bays (A) Purpose. The regulation of loading spaces in these zoning regulations is to alleviate or prevent congestion of the public right -of -way and so to promote the safety and general welfare of the public by establishing minimum requirements for off - street loading and unloading from motor vehicles in accordance with the utilization of various parcels of land or structures. (B) Location. 1) All required loading berths shall be off - street and located on the same lot as the building or use to be served. Staff Comment: The site plan shows ten new loading berths and five overhead doors that will be located on the southwest side of the building. They are accessed by a large paved area on the same parcel. The site also has five existing loading bays and three overhead doors that will remain. 2) The location of required loading births shall be such that circulation occurs within the designated site or property and does not depend upon a public street or alley. Staff Comment: The new loading berths are accessed by a large paved area that is part of the same parcel. 3) All loading berth curb cuts shall be located at a minimum fifty (50) feet from the intersection of two (2) or more street right -of -ways. This distance shall be measured from the property line. Staff Comment: The loading area easily meets this requirement. 4) No loading berth shall be located closer than fifty (50) feet from a residential district unless within a structure. Staff Comment: The area is surrounded by other industrial zoning and commercial zoning. 5) Loading berths shall not occupy the front yard setbacks. Staff Comment: The loading berths are located on the rear of the property and easily meet the setback requirements. However, it is N. City Council Agenda — 06/27/2016 noted that the loading in this area faces a public street (Dalton Way) and would be visible as if a front yard location. The proposed loading area sits approximately 400 feet from the street right of way, and several feet below the level of the street. The applicant has proposed landscaping along the property boundary that will provide a screening effect for much of the length of the Dalton Way frontage. 6) Each loading berth shall be located with appropriate means of vehicular access to a street or public alley in a manner which will cause the least interference with traffic. Staff Comment: The loading berths and truck traffic through the site are designed as a one -way traffic flow. The truck traffic is not expected to interfere with vehicle traffic on the public street. (C) Surfacing All loading berths and access -ways shall be improved with not less than six (6) inch class five base and two (2) inch bituminous surfacing to control the dust and drainage according to a plan submitted to and subject to the approval of the Community Development Department. Staff Comment: The loading berths and access ways are scheduled to be paved with bituminous material. This is subject to further review by the City Engineer. Landscaping Planting Standards. For Industrial uses, the following planting requirements are applicable: 4.0 ACI of canopy trees (including at least 1 evergreen tree) per acre + at least 1 shrub per every 10 feet of a building wall facing a public right -of -way. The building addition has approximately 690 feet of new building exposure to the public right of way, and as noted above, expands the site by about 5.4 acres. As such, the total planting requirement would be 69 shrubs and 22 caliper inches of trees. There are separate planting requirements for perimeter vehicular use areas (parking and circulation along the public street areas), planting islands within parking areas, and screening of certain uses (fuel storage and loading docks). The requirement for general planting, according to the ordinance, can be met by other site landscaping required for perimeter parking and driveway areas, of which there are significant areas on the proposed plan. The requirements for the "perimeter vehicular use areas" provides more than the basic requirement in planting quantities for the site. It should be noted that the applicant may choose to distribute the plantings to other areas of the site if desired. L City Council Agenda — 06/27/2016 In addition to the base planting requirements, the zoning ordinance requires screening for loading areas facing the street, and for other exterior use areas (in this case, the proposed bulk fuel tank area). The site landscaping provides screening along the Dalton Avenue frontage to accomplish this requirement. In addition, the planting areas along Dalton Way will screen views of the loading areas on the southwest wall of the building. Staff would encourage the applicant to consider relocating a portion of the proposed plantings to the area in the south along the stormwater pond to augment the screening of the loading areas. Lighting Plan The applicants have submitted a lighting plan as required in Section 4. 1 (D)(2)(c)(x). The light plan includes light fixtures around all sides of the property on the paved areas. The light fixtures are hooded at 90 degrees to aim light downward. The light does not exceed 0.6 foot - candles at the property line. This meets the City's requirement of 1.0 foot - candle or less at the property lines. Sign Regulations The applicants have not submitted a sign plan. The applicants shall submit a sign plan for review by City Staff if changes are proposed to the signage on the site. B. ALTERNATIVE ACTIONS The applicant is seeking a number of approvals to accommodate the proposed expansion. The approvals are as follows: 1. Amendment to Zoning Ordinance (Ordinance 648) to allow Bulk Fuel Storage; (Resolution 2016 -044) 2. Conditional use permits to allow bulk fuel storage tanks in the I -1 Industrial District; Joint Parking and Access; and Building Height; (Resolution 2016 -045) 3. A preliminary and final plat (Resolution 2016 -041) Decision 1. Resolution No. 2016 -044, Ordinance Amendment for Bulk Fuel Storage /Sales 1. Motion to adopt Resolution No. 2016 -044, approving an ordinance amending the zoning ordinance adding accessory bulk fuel storage as a conditional use in the I- 1 and I -2 zoning districts based on the findings in said resolution. 2. Motion to deny adoption of Resolution No. 2016 -044, based on findings to be identified by the City Council. Motion to table action on the request and continue the hearing, subject to the submission of additional information. 10 City Council Agenda — 06/27/2016 Decision 2. Resolution No. 2016 -045, Conditional Use Permits for Building Height, Bulk Fuel Sales /Storage and Cross Parking and Access A. Motion to adopt Resolution No. 2016 -045, approving conditional use permits for building height, cross parking and access, and for bulk fuel storage in an I -1, Light Industrial district, based on the findings in said resolution and subject to those conditions identified in Exhibit Z. B. Motion to deny adoption of Resolution No. 2016 -045, based on findings to be identified by the City Council. C. Motion to table action on the request and continue the hearing, subject to the submission of additional information. Decision 3. Resolution No. 2016 -041, Preliminary and Final Plat of Clear Creek Addition A. Motion to adopt Resolution No. 2016 -041, approving the preliminary and final plat of Clear Creek Addition, based on the findings in said resolution and conditions as identified in Exhibit Z. B. Motion to deny adoption of Resolution No. 2016 -041, based on findings to be identified by the City Council. C. Motion to table action on the request and continue the hearing, based on the submission of additional information. C. STAFF RECOMMENDATION Staff recommends approval of the site and building plans; including the ordinance amendment, and conditional use permits, based on findings in the related resolutions and subject to the conditions identified in Exhibit Z. The industrial use expansion is consistent with the City's Comprehensive Plan and the General Warehousing use is a permitted use in the I -1 zoning district. Staff also recommends the preliminary plat; and the final plat, based on findings in the related resolutions and subject to the conditions identified in Exhibit Z. Finally, staff recommends approval contingent on execution of the Development Agreement, as identified in Exhibit Z, which will be presented at a subsequent Council meeting. The development agreement will include language provided by the City Attorney related to the processing of the torrens certificate for the property, issuance of the temporary Certificate of Occupancy as appropriate, and eventual replatting of the property as required by the agreement. 11 City Council Agenda — 06/27/2016 In addition, staff recommends approval contingent on a final resolution of the grading and drainage plans will be forthcoming prior to the final reviews of the project. The applicants are working with staff to design drainage in a way that will not result in a substantive impact to the submitted site plans. D. SUPPORTING DATA • Exhibit Z — Conditions of Approval • PC Resolution 2016 -017 (Ordinance Amendment) • PC Resolution 2016 -018 (Conditional Use Permits) • PC Resolution 2016 -019 (Variance) • PC Resolution 2016 -020 (Preliminary Plat) • Ordinance No. 648, Draft • Resolution 2016 -041 (Plat), Draft • Resolution 2016 -044 (Bulk Fuel), Draft • Resolution 2016 -045 (CUP), Draft • Aerial Site Image • Applicant Narrative • Application Plan Sets, Including: a. Title Page b. Preliminary Plat /Site Plan c. Grading and Drainage Plan d. Storm Sewer Utility Plan e. Landscape Plan f. Storm Water Pollution Prevention Plan g. Existing Conditions and Removals Plan h. Details i. Truck Turning and Circulation Plan j. Site Lighting Plan k. Preliminary Plat 1. ALTA Survey m. Building Elevations n. Final Plat o. Vacation of Easements Exhibit • City Engineer's Letter, dated June 1, 2016 • Draft Development Agreement 12 City Council Agenda — 06/27/2016 EXHIBIT Z Amendment to Zoning Ordinance to allow Bulk Fuel Storage; Conditional use permits to allow bulk fuel storage tanks, Joint Parking and Access, and Building Height; Variance to the side yard setback requirements, and Preliminary and Final plat of Clear Creek Addition. 3360 Chelsea Road Lot 1, Block 1, Otter Creek Crossing 11t Addition, Outlot C, Otter Creek Crossing 1st Addition, and Oulot A, Otter Creek Crossing 3rd Addition. PIDs: 155- 181 - 001010, 155 -181- 000010 and 155- 194 - 000030 1. Deferred Parking. The applicants provide a narrative on the number of parking spaces that are needed for their business. The applicants have shown on the site plan that the 52 spaces can easily be added if needed. 2. Cross parking and access agreement is applied and recorded against all parcels. 3. An encroachment agreement is executed should it be necessary to accommodate storm water ponding design. 4. A development agreement is executed addressing all improvements to the site, including requirements for registering the property, accepting temporary occupancy until title issues are resolved, and replatting according to the terms of the agreement. 5. Curb Cut Width. The curb cut width shall be reviewed by the City Engineer. 6. The Landscaping Plan is modified to add or move plant materials that will enhance the screening of the view of the loading docks from Dalton Way. 7. The requirements of the City Engineer are addressed per the Engineer's letter dated June 1, 2016, and the applicants continue to work with the City regarding stormwater management requirements. 8. Bulk fuel dispensing on the site shall only be for the fueling of company delivery vehicles, and shall meet all other requirements of the applicable zoning ordinance, along with required building and fire codes. 9. Any proposed signage changes shall be subject to the applicable sign ordinances and a separate permitting process. 10. The requirements of other City staff are complied with. 13 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -017 RECOMENDING APPROVAL OF AN ORDINANCE AMENDING THE ZONING ORDINANCE ADDING ACCESSORY BULK FUEL S'T'ORAGE AS A CONDITIONAL USE IN THE I -1 AND I -2 ZONING DISTRICTS WHEREAS, the applicant has submitted a request to install bulk fuel dispensing storage tanks as an accessory use on its I -1, Light Industrial zoned property; and WHEREAS, the zoning ordinance provides for such tanks in other districts, but does not currently allow them as an accessory use in the I -1 District; and WHEREAS, the fueling of company vehicles is a common accessory activity for industrial facilities; and WHEREAS, the Monticello Zoning Ordinance provides a framework for allowing such facilities on commercial and industrial property; and WHEREAS, the proposed amendment would facilitate the allowance for such facilities in a reasonable and orderly manner; and WHEREAS, the Planning Commission held a public hearing on June 7th, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. Bulk Fuel dispensing and storage is a common and reasonable accessory activity in industrial areas. 2. The Conditional Use Permit process accommodates the use with reasonable controls to ensure compatibility with the intent of the district. 3. The proposed amendment prohibits retail sales to minimize the potential for conflicts between retail and industrial traffic in the area. 4. The proposed amendment is consistent with the purpose and intent of the Industrial zoning districts in which it is effective. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -017 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the ordinance. ADOPTED this 7th day of June, 2016, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION ATTEST: r' Angela Schum (!�munity Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -018 RECOMENDING APPROVAL OF CONDITIONAL USE PERMITS FOR BUILDING HEIGHT, CROSS PARKING AND ACCESS, AND FOR BULK FUEL STORAGE IN AN I -1, LIGHT INDUSTRIAL DISTRICT WHEREAS, the applicant has submitted a request to construct an addition to an existing building; and WHEREAS, the addition is designed to snatch the existing building and utilize existing parking and circulation areas on the site; and WHEREAS, the addition will require the approval of conditional use permits for building height, cross - parking and access, and bulk fuel storage to facilitate the expansion of the use as proposed; and WHEREAS, the improvements are consistent with the intent and purpose of the I -1, Light Industrial zoning district; and WHEREAS, the improvements will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the stormwater and other impacts of the expansion are being addressed through appropriate engineering review; and WHEREAS, the Planning Commission held a public hearing on June 7t", 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed improvements are consistent with the intent and purpose of the I- 1, Light Industrial District. 2. The proposed improvements are consistent with the existing and future land uses in the industrial park in which they are located. 3. The impacts of the expansion are those anticipated by industrial development and are addressed through standard review and ordinances in place. 4. The building height, cross - parking and access, and bulk fuel facilities meet the intent and requirements of the applicable zoning regulations. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -018 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Conditional Use Permits for Building Height, Cross - Parking and Access, and Bulk Fuel Storage, subject to the conditions listed in Exhibit Z as follows: 1. Deferred Parking. The applicants provide a narrative on the number of parking spaces that are needed for their business. The applicants have shown on the site plan that the 52 spaces can easily be added if needed. 2. Cross parking and access agreement is applied and recorded against both parcels. 3. An encroachment agreement is executed should it be necessary to accommodate storm water ponding design. 4. A development agreement is executed addressing all improvements to the site. 5. Curb Cut Width. The curb cut width shall be reviewed by the City Engineer. 6. The Landscaping Plan is modified to add or move plant materials that will enhance the screening of the view of the loading docks from Dalton Way. 7. The requirements of the City Engineer are addressed per the Engineer's letter dated June 1, 2016, and the applicants continue to work with the City regarding stormwater management requirements. 8. Bulk fuel dispensing on the site shall only be for the fueling of company delivery vehicles, and shall meet all other requirements of the applicable zoning ordinance, along with required building and fire codes. 9. Any proposed signage changes shall be subject to the applicable sign ordinances and a separate permitting process. 10. The requirements of other City staff are complied with. ADOPTED this 7t' day of June, 2016 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -018 ATTEST: Angela Schum of unity Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -019 APPROVING VARIANCES FOR SIDE YARD SETBACKS FOR CLEAR CREEK LAND, LLC ACCOMMODATING ZERO - LOT -LINE SETBACKS FOR A BUILDING EXPANSION IN THE I -1, LIGHT INDUSTRIAIL DISTRICT WHEREAS, the applicant has submitted a request to construct an addition to an existing building; and WHEREAS, the subject property is being platted to create a "zero -lot- line" arrangement between the existing building and the addition; and WHEREAS, the typical requirement in the I -1 District is for a side yard setback of 15 feet; and WHEREAS, the Zoning Ordinance provides for variance where the City finds that there are practical difficulties in putting a property to a reasonable use; and WHEREAS, the applicant has identified the need for the variances to finance and construct the addition; and WHEREAS, the setback variances do not create conflicts with public services or other land uses in the area; and WHEREAS, the setback variances will facilitate development that is consistent with the goals and objectives of the City's Comprehensive Plan and with the development of the industrial park; and WHEREAS, the Planning Commission held a public hearing on June 7"', 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello snakes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed development and variances are consistent with the intent and purpose of the I -1, Light Industrial District. 2. The proposed development and variances are consistent with the existing and future land uses in the industrial park in which they are located. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -019 3. The impacts of the expansion are those anticipated by industrial development and are addressed through standard review and ordinances in place. 4. The plat accommodates development consistent with the requirements of the applicable zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby approves the side yard setback variances as requested, subject to the applicable conditions listed in Exhibit Z as follows: 1. Deferred Parking. The applicants provide a narrative on the number of parking spaces that are needed for their business. The applicants have shown on the site plan that the 52 spaces can easily be added if needed. 2. Cross parking and access agreement is applied and recorded against both parcels. 3. An encroachment agreement is executed should it be necessary to accommodate storm water ponding design. 4. A development agreement is executed addressing all improvements to the site. 5. Curb Cut Width. The curb cut width shall be reviewed by the City Engineer. 6. The Landscaping Plan is modified to add or move plant materials that will enhance the screening of the view of the loading docks from Dalton Way. 7. The requirements of the City Engineer are addressed per the Engineer's letter dated June 1, 2016, and the applicants continue to work with the City regarding stormwater management requirements. 8. Bulk fuel dispensing on the site shall only be for the fueling of company delivery vehicles, and shall meet all other requirements of the applicable zoning ordinance, along with required building and fire codes. 9. Any proposed signage changes shall be subject to the applicable sign ordinances and a separate permitting process. 10. The requirements of other City staff are complied with. ADOPTED this 7�' day of June, 2016 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION 50-A 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -019 ATTEST: Angela Schum i , tn)munity Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -020 RECOMENDING APPROVAL OF A PRELIMINARY PLAT FOR CLEAR CREEK ADDITION WHEREAS, the applicant has submitted a request to construct an addition to an existing building; and WHEREAS, the subject property consists of a series of lots and lot remnants; and WHEREAS, the proposed plat will accommodate the expansion of an existing business; and WHEREAS, the improvements are consistent with the intent and purpose of the I -1, Light Industrial zoning district; and WHEREAS, the stormwater and other impacts of the expansion are being addressed through appropriate engineering review; and WHEREAS, the Planning Commission held a public hearing on June 7th, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed plat is consistent with the intent and purpose of the I -1, Light Industrial District. 2. The proposed plat is consistent with the existing and future land uses in the industrial park in which they are located. 3. The impacts of the expansion are those anticipated by industrial development and are addressed through standard review and ordinances in place. 4. The plat accommodates development consistent with the requirements of the applicable zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary and Final Plat for Clear Creek Addition, subject to the applicable conditions listed in Exhibit Z as follows: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -020 1. Deferred Parking. The applicants provide a narrative on the number of parking spaces that are needed for their business. The applicants have shown on the site plan that the 52 spaces can easily be added if needed. 2. Cross parking and access agreement is applied and recorded against both parcels. 3. An encroachment agreement is executed should it be necessary to accommodate storm water ponding design. 4. A development agreement is executed addressing all improvements to the site. 5. Curb Cut Width. The curb cut width shall be reviewed by the City Engineer. 6. The Landscaping Plan is modified to add or move plant materials that will enhance the screening of the view of the loading docks from Dalton Way. 7. The requirements of the City Engineer are addressed per the Engineer's letter dated June 1, 2016, and the applicants continue to work with the City regarding stormwater management requirements. 8. Bulk fuel dispensing on the site shall only be for the fueling of company delivery vehicles, and shall meet all other requirements of the applicable zoning ordinance, along with required building and fire codes. 9. Any proposed signage changes shall be subject to the applicable sign ordinances and a separate permitting process. 10. The requirements of other City staff are complied with. ADOPTED this 7h day of June, 2016 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION M. ATTEST: Angela Sch m , C mmunity Development Director 2 ORDINANCE NO. 648 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO ZONING CODE FOR THE FOLLOWING SECTIONS: TABLE 5.4, ACCESSORY USES BY DISTRICT, AND SECTION 5.3 (D)(10) TO ADD BULK FUEL STORAGE AS A CONDITIONAL USE IN THE I -1 AND I -2 ZONING DISTRICTS THE CITY COUNCIL OF THE CITY OF MONTICELL0, MINNESOTA, HEREBY ORDAINS: Section 1. Table 5.4, Accessory Uses by District, is hereby amended to add Bulk Fuel Sales /Storage as a Conditional Use in the I -1 and I -2 Districts. Section 2. Section 5.3(D)(10) Accessory Bulk Fuel Sales /Storage (10) Bulk Fuel Sales & Storage (a) All accessory use bulk fuel storage must be associated with r°*a�the principal activity on the site. In Industrial Districts, accessory fuel dispensing shall not be available for sale to the public. (b) No more than one (1) bulk fue tank . ntai e - shall be loemed on a par-eel. (c) Accessory use bulk fuel sales storage tank containers shall be limited to 1000 gallons. (d) Accessory use bulk fuel sales/storage may not be located within the required front yard setback. (e) Accessory use bulk fuels sales/storage facilities shall include 1 shrub landscaping planting per every 10 feet of bulk fuel facility perimeter, planted in accordance with required safety clearances. (f) Accessory use bulk fuel sales/storage ,r tst be leeatea no less than 25' fte all s*..,,,.tufes and shall be setback 10' from all property lines and 20' from any public right of way. (g) Accessory use bulk fuel sales, storage must include a containment structure and bollards for tank protection per applicable fire code or other regulations. (h) Accessory use bulk fuel sales/storage facilities shall comply with all MPCA and State Fire Marshal requirements, all other permit, testing and listing requirements, and all applicable codes and standards such as NFPA 58. (i) Accessory use bulk fuel sales storage facilities located within the Drinking Water Supply Management Area (DWSMA) must comply with the City Engineer's recommendations for site and containment arrangement. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations and diagrams that result from such ORDINANCE NO. 648 amendments, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 4. This Ordinance shall take effect and be in full force from and after its passage and publication. Revisions will be made online after adoption by Council. Copies of the complete Zoning Ordinance are available online and at Monticello City Hall. ADOPTED BY the Monticello City Council this 27rd day of June, 2016. ATTEST: A t-4 CITY OF MONTICELLO Brian Stumpf, Mayor Jeff O'Neill, City Administrator VOTING IN FAVOR: 0 9 VOTING IN OPPOSITION: W x I CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-041 Date: June 27, 2016 Resolution No. 2016 -041 Motion By: Seconded By: A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A PRELIMINARY AND FINAL PLAT RESUBDIVING EXISTING LOTS COMPRISING THE CLEAR CREEK ADDITION INTO THREE PARCELS: LOTS 1 - 3, BLOCK 1, CLEAR CREEK ADDITION WHEREAS, the Rock Mountain Exchange Group has submitted an application for approval of a Preliminary and Final Plat to consolidate the various lots of record into three development parcels on the subject property; and WHEREAS, the property in question is guided for industrial uses under the "Places to Work" category in the Monticello Comprehensive Plan; and WHEREAS, the proposed plat will accommodate a development project consistent with the requirements of the Monticello Comprehensive Plan; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan, as well as the Zoning Ordinance encouraging the expansion of industrial and warehousing uses in the district; and WHEREAS, the Planning Commission held a public hearing on June 7, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed project complies with the intent of the use, and furthers the objectives, for the area within the City Comprehensive Plan. 2. With conditions, the proposed plat meets all applicable requirements of the City's Zoning Ordinance. 3. The addition of building area to the existing use is consistent with the City's community and economic development objectives. 4. The project contributes to a reasonable expectation and density of land use on the property. 5. The plat and PUD better accommodate the use of shared spaces and facilities. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Clear Creek Addition Preliminary and Final Plat as recommended by the Planning Commission, subject to compliance with related codes and regulations for such use, and the following conditions: 1. Deferred Parking. The applicants provide a narrative on the number of parking spaces that are needed for their business. The applicants have shown on the site plan that the 52 spaces can easily be added if needed. 2. Cross parking and access agreement is applied and recorded against all parcels. 3. An encroachment agreement is executed should it be necessary to accommodate storm water ponding design. 4. A development agreement is executed addressing all improvements to the site, including requirements for registering the property, accepting temporary occupancy until title issues are resolved, and replatting according to the terms of the agreement. 5. Curb Cut Width. The curb cut width shall be reviewed by the City Engineer. 6. The Landscaping Plan is modified to add or move plant materials that will enhance the screening of the view of the loading docks from Dalton Way. 7. The requirements of the City Engineer are addressed per the Engineer's letter dated June 1, 2016, and the applicants continue to work with the City regarding stormwater management requirements. 8. Bulk fuel dispensing on the site shall only be for the fueling of company delivery vehicles, and shall meet all other requirements of the applicable zoning ordinance, along with required building and fire codes. 9. Any proposed signage changes shall be subject to the applicable sign ordinances and a separate permitting process. 10. The requirements of other City staff are complied with. ADOPTED this 27th day of June, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL C Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-044 Date: June 27, 2016 Resolution No. 2016 -044 Motion By: Seconded By: A RESOLUTION OF THE MONTICELLO CITY COUNCIL ADOPITNG ORDINANCE NO. 648, AN AMENDMENT TO THE MONTICELLO CITY CODE ALLOWING BULK FUEL STORAGE IN INDUSTRIAL ZONING DISTRICTS BY CONDITIONAL USE PERMIT WHEREAS, the Rocky Mountain Exchange Group has submitted an application for approval of a zoning amendment to accommodate bulk fuel storage on their industrial property; and WHEREAS, the property in question is guided for industrial uses under the "Places to Work" category in the Monticello Comprehensive Plan; and WHEREAS, the current zoning ordinance language does not permit bulk fuel storage on industrial properties; and WHEREAS, the proposed amendment would provide for a common accessory use in industrial areas, as well for the expansion of industrial and warehousing uses in the district; and WHEREAS, the Planning Commission held a public hearing on June 7, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed project complies with the intent of the use, and furthers the objectives, for the area within the City Comprehensive Plan. 2. The proposed amendment meets all applicable requirements of the City's Zoning Ordinance. 3. The addition of bulk fuel storage on industrial property as an accessory use is consistent with the City's community and economic development objectives. 4. The project contributes to a reasonable expectation and density of land use on the property. 5. The project will not overburden the City's public service capacity in the area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby adopts Ordinance No. 648, an ordinance amending the zoning ordinance to allow bulk fuel storage as a Conditional Use in industrial zoning districts, as recommended by the Planning Commission, subject to compliance with related codes and regulations for such use. ADOPTED this 27th day of June, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-045 Date: June 27, 2016 Resolution No. 2016 -045 Motion By: Seconded By: A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING CONDITIONAL USE PERMITS FOR CROSS PARKING AND ACCESS, BULK FUEL STORAGE, AND BUILDING HEIGHT: LOTS 1 - 3, BLOCK 1, CLEAR CREEK ADDITION WHEREAS, the Rocky Mountain Exchange Group has submitted an application for approval of Conditional Use Permits to construct a building addition on the subject property; and WHEREAS, the property in question is guided for industrial uses under the "Places to Work" category in the Monticello Comprehensive Plan; and WHEREAS, the proposed plat will accommodate a development project consistent with the requirements of the Monticello Comprehensive Plan; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan, as well as the Zoning Ordinance encouraging the expansion of industrial and warehousing uses in the district; and WHEREAS, the Planning Commission held a public hearing on June 7, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed project complies with the intent of the use, and furthers the objectives, for the area within the City Comprehensive Plan. 2. With conditions, the proposed Conditional Use Permits meet all applicable requirements of the City's Zoning Ordinance. 3. The addition of building area to the existing use is consistent with the City's community and economic development objectives. 4. The project contributes to a reasonable expectation and density of land use on the property. 5. The Conditional Use Permits within the PUD better accommodate the use of shared spaces and facilities. 6. The project will not overburden the City's public service capacity in the area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Clear Creek Addition Preliminary and Final Plat as recommended by the Planning Commission, subject to compliance with related codes and regulations for such use, and the following conditions: Deferred Parking. The applicants provide a narrative on the number of parking spaces that are needed for their business. The applicants have shown on the site plan that the 52 spaces can easily be added if needed. 2. Cross parking and access agreement is applied and recorded against all parcels. 3. An encroachment agreement is executed should it be necessary to accommodate storm water ponding design. 4. A development agreement is executed addressing all improvements to the site, including requirements for registering the property, accepting temporary occupancy until title issues are resolved, and replatting according to the terms of the agreement. 5. Curb Cut Width. The curb cut width shall be reviewed by the City Engineer. 6. The Landscaping Plan is modified to add or move plant materials that will enhance the screening of the view of the loading docks from Dalton Way. 7. The requirements of the City Engineer are addressed per the Engineer's letter dated June 1, 2016, and the applicants continue to work with the City regarding stormwater management requirements. 8. Bulk fuel dispensing on the site shall only be for the fueling of company delivery vehicles, and shall meet all other requirements of the applicable zoning ordinance, along with required building and fire codes. 9. Any proposed signage changes shall be subject to the applicable sign ordinances and a separate permitting process. 10. The requirements of other City staff are complied with. ADOPTED this 27th day of June, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL C Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator Clear Creek Land, LLC Request, 3360 Chelsea Road - PIDs 155181000010,155194000030 and 155181001010 Created by: City of Monticello 21 31 0,02- GG ,. 1 551 71 000030 ,y� FAf RWAY DR 1551 X910®1010 155223000020 155033900010 _ 15503 ^ n Me 522300101'0', � 21 31 0010420 4� T 155223000010 155181001010y 155500104200 (j f 155171000040 155194001020 �'i,, ` � 4. I rr 155194000040 { Ik 155194000030 15519400101;0 few 15517,1.001010'; z 1 000020 • •. Q ,. r 155"171 000050 r tiT .........:.. X 1551 ?5600001'0 364 ft 010 2131001033004 a , 0 . 2131001043 Project Narrative May 17, 2016 City of Monticello Attn: Angela Schumann 505 Walnut Street Monticello, MN 55362 RE: Dahlheimer Beverage Project 3360 Chelsea Road West, Monticello, MN Request Clear Creek Land Company, an associated company with Dahlheimer Beverage is requesting City of Monticello approvals related to the property at 3360 Chelsea Road West, Monticello, MN. The business has outgrown the current facilities on the property, and has a commitment to continued operations and continued business growth in Monticello. Back ,around Dahlheimer Beverage provides wholesale distribution of beverage products and associated items. Dahlheimer Beverage began in 1959, moved to Monticello in 1976, and has been in the current location since 2006. We operate 19 delivery routes daily servicing all or parts of 11 counties north and west of the Twin cities regional area. Our sales team consist of 13 combination on/off sales reps and 3 dedicated on premise reps. We employ 87 full time people in Monticello and nearly 100 with seasonal help. We service approximately 1000 retail accounts. Proposed Improvements The proposed project involves acquisition of additional land, construction of building expansion, and construction of new site improvements. Additional land to be acquired includes property currently platted as Outlot C, Otter Creek Crossing 15t Addition, and Oulot A, Otter Creek Crossing 3`a Addition. Both Outlot C and Outlot A are to be acquired from the City of Monticello Economic Development Authority (EDA) pending approvals granted by City Council. Project Narrative, Dahlheimer Beverage Project Page 2 of 3 May 17, 2016 The design of the warehouse expansion will consist of the following: 1. The building expansion size will be 97,055 square feet. The existing building size is 54,595 square feet. The resulting combined building size will be 151,650 square feet. 2. Top of Precast Panel Elevation will be 32' -0" from Finish Floor, which matches up to the existing wall. 3. The Precast Panel will be exposed aggregate with a fluted form liner on each panel to match the existing. 4. The structural clear height will be 28' -0" + 5. The roof system will be a 60 mil. Fully adhered EPDM membrane with an R -Value of 30. 6. The roof will drain internally with overflow piping discharging above grade to view. 7. The loading docks will face Dayton Way and the proper landscape requirements for screening will be provided. 8. The existing fueling tanks will be relocated to the north side of the expansion and screened per the city requirements. 9. The building north east corner encroaches within the 60' -0" unlimited building setback (as defined in building code) by 10' -0" + but the precast wall has a 4 hour fire rating and no openings within the 10' -0 ". 10. The warehouse expansion floor plan requirements are as follows: a. Drive -thru b. Driver's check -in, restrooms and warehouse breakroom c. Repack room d. Temperature controlled warehouse e. Loading docks f. Mezzanine office and restrooms g. (1) One bay vehicle maintenance area with office and restroom h. (2) Two bay truck wash area i. Indoor cooperage area j. Future warehouse 54,545 square feet to the south Site improvements proposed in conjunction with the warehouse expansion will consist of the following: 11. Expansions to employee parking areas at various locations on the site. 12. Modification/relocation of Dalton Avenue access to accommodate operations. 13. Truck court, drive lanes, and maneuvering space to accommodate truck circulation on site and access to the building. 14. Extension of existing sanitary service and water service to the new building. 15. Storm sewer modification and extensions necessary to accommodate site drainage. 16. Storm water management infiltration basin to comply with city storm water requirements. 17. Site lighting modifications to existing lights, and addition of new site lighting for expansion area in compliance with city requirements. 18. Landscape improvements that provide required screening of new parking stalls, fuel storage, and loading dock areas. Project Narrative, Dahlheimer Beverage Project Approvals Required Page 3 of 3 May 17, 2016 It is understood the following approvals are required from the City of Monticello: A) Amendment to Ordinance Text • Ordinance text amendment is requested to I -1 Zoning to allow bulk fuel storage as an accessory use. B) Conditional Use Permit • Multiple conditional use items as identified by staff C) Site Plan Review • Modifications to existing site improvements and proposed new site improvements including; modified access to Dalton Avenue, truck court area, relocated fuel storage, expanded employee parking areas, additional sanitary sewer and water service extensions, site drainage features, etc. D) Preliminary Plat and Final Plat • Property to be acquired (Outlots A and C) is to be combined with existing property (Lot 1, Block 1, Otter Creek Crossing lst Addition) and re- platted as Clear Creek Addition with two lots. • Proposed Lot 1, Block 1, Clear Creek Addition is to owned by current fee owner Rocky Mountain Group (an associated company with Dahlheimer Beverage) • Proposed Lot 2 Block 1, Clear Creek Addition is to be owned by Clear Creek Land Company • Configuration of new lot line is to be at rear wall of existing building and is necessary for project financing, and ownership /asset arrangement within the Dahlheimer Beverage company. E) Vacation of Existing Easement • Vacation of existing drainage and utility easements on current Lot 1, Block 1, Otter Creek Crossing 1St Addition is requested to remove conflicting easements of record with the proposed building. New drainage and utility easements will be dedicated on the new plat Clear Creek Addition as appropriate. F) Variance • Variance is requested to accommodate zero setback at new lot line between lots 1 and 2 (for existing and proposed building expansion), and platting without standard drainage and utility easement along new lot line between lots 1 and 2. Setbacks and standard easements are accommodated at boundary of the plat. We look forward to continuing successful operations in Monticello. Thank you for your consideration. MINNESOTA WRIGHT COUNTY t ARm Ju I averagee,�. SITE IMPROVEMENT PROTECT 13100944400 !131001G 1101 MONTICELLO, MINNESOTA Ry Gp� rF" 1 i INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN Cl PRELIMINARY PLAT / SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN FILE NO. 00601 0 3 m U m O O U U FILE NO. 00601 *11�' 0 0 80 120 60 OMNI GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY MEYER ROBLIN LAND SERVICES 708 1st AVENUE HE BUFFALO, ON 55313 BENCHMARK'. TOP NUT HYDRANT ON DALTON AVENUE SOUTHEAST CURB LINE LOCATED APPROXIMATELY 195 FT NORTHEAST OF DALTON WAY INTERSECTION, EL-94327 I I I I _ I ' I I E I 1 1 e - 0 s w 1 K IA PROPOSED BITUMINOUS TRAIL PROJECT LOCATION SITE PLAN NOTES: EXISTING ZONING: 1 -1 INDUSTRIAL 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, EDGE OF SIDEWALK OR PART OF THE NWj AND SW}, EXTERIOR OF BUILDING UNLESS OTHERWISE NOTED. REFER TO SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND SPECIFICATIONS FOR LOCATION OF EXITS. RAMPS, CONCRETE APRONS OUTLOT C: 51,948 SF = 1.19 AC AND STOOPS. OUTLOT A: 217.619 SF 2. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. EXISTING LEGAL DESCRIPTION MATCH EXISTING GRADES. PROPOSED LOT AREAS. 3, ALL CONCRETE SIDEWALKS ADJACENT TO BUILDING SHALL BE SEPARATED LOT 1, BLOCK 1, AND OUTLOT A. OTTER CREEK CROSSING 1ST ADDITION, WITH A J" EXPANSION JOINT. 4. CONTRACTOR SHALL VERIFY ALL CONDUIT REQUIREMENTS FOR SITE AND OU C. LIGHTING, COMMUNICATION, SPRINKLER, ETC WITH OWNER PRIOR TO OTTER CREEK CROSSING 3RD ADDITION, WRIGHT COUNtt, MINNESOTA. PAVING. 5, ACCESSIBLE ROUTE SHALL BE PROVIDED FROM ACCESSIBLE STALLS TO EXISTING BUILDING AREA ON PROPOSED LOT is BUILDING ENTRANCE (SEE ADAVS REQUIREMENTS). POLE MOUNT PROPOSED LEGAL DESCRIPTION APPROVED SIGNS CENTERED ON STALLS. PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY ON STALL. LOTS 1 AND 2, BLOCK 1. CLEAR CREEK ADDITION, 6, CONSTRUCT ACCESSIBLE PEDESTRIAN RAMP PER ADAAG AND MNDOT STANDARDS INCLUDING CONTRASTING DETECTABLE WARNING METAL WRIGHT COUNTY, MINNESOTA. TRUNCATED DOME PANELS. FUTURE BUILDING: 54,545 SF 7, CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FIRE MARSHAL FOR POSTING OF FIRE LANES, CURB MARKING AND SIGNAGE IF NEEDED. EXISTING IMPERVIOUS AREA 211,182 s/ = B. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL PROPOSED IMPERVIOUS AREA 451,117 S/ = (INCLUDES FITTRE BDILDING AND PROOF PARKING) EXISTING SITE FEATURES THAT INTERFERE WITH NEW WORK AS SHOWN. NET IMPERVIOUS AREA INCREASE 239,935 si = 9, ALL NEW UTILITIES MUST BE UNDERGROUND. COORDINATE LOCATIONS WITH LOCAL UTILITY COMPANIES. 10. SIDEWALKS SHALL DE CONSTRUCTED WITH CROSS SLOPE OF 1.5% WITH ADJUSTMENT +/— 0.5 %. SIDEWALKS WILL BE INSPECTED AFTER CONSTRUCTION. ANY SIDEWALK EXCEEDING 2.0% CROSS SLOPE v WILL NEED TO BE REPLACED AT CONTRACTORS EXPENSE. 11, ALL PARKING STALLS MINIMUM TO' WIDE. Lt %^ 12. TRASH RECEPTACLES ARE TO BE INSIDE THE BUILDING. E R ` � K AVENUE NE \ TON D 1 DAL Kp. sdo0� CT`ooa <a9) 1 s 4 (i ER DOR. NO 1 —� 616 CgVC CURS @ Gui1ER GENERAL NOTES: 1, PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY THE PERMITTING AUTHORITIES. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT AND PLANS. 3, SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND PIPING, VALVING, ETC. 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED, CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, LICENSED WITHIN THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AND PAVEMENT AREAS HAVE BEEN COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS SET FORTH IN THE SOILS REPORT, 5. THE LOCATIONS OF THE UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION, NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 6. ALL EXISTING DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. KEY NOTES: O BITUMINOUS PAVEMENT HEAVY DUTY O2 BITUMINOUS PAVEMENT LIGHT DUTY PUBLIC TRAIL O CONCRETE PAVEMENT HEAVY DUTY O CONCRETE PAVEMENT LIGHT DUTY O 8612 CONCRETE CURB & GUTTER MIX 3Y22A FOR MACHINE PLACEMENT (MnDOT 2461) MIX 3Y32A FOR MANUAL PLACEMENT (MPDOT 2461) ©8612 CONCRETE CURB WITH TIP —OUT GUTTER MIX 3Y22A FOR MACHINE PLACEMENT (MnDOT 2461) MIX 3Y32A FOR MANUAL PLACEMENT (MnDOT 2461) 7 RED RAMP — IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT & MnDOT O ST HOARD PLAN 5-297.250 INCLUDING CONTRASTING DETECTABLE WARNING DEVICES, DEPRESS BACK OF CURB AT RAMP. O PAINT INTERNATIONAL SYMBOL OF ACCESSABILITY WITH WHITE LATEX PAINT. O PARKING STALLftK LOCATION( P BE GENERAL CONTRACTO08 OUNTN ON STEEL ON CHANNEL POST. 1OD PAINT 4" SOLID STRIPE — WHITE LATEX PAINT. O EXISTING PAVEMENT AND /OR CURB TO REMAIN. O CONCRETE RETAINING WALL 13 CONCRETE 24" WIDE VALLEY GUTTER; REMOVE EXISTING CURB 8618 CONCRETE CURB & GUTTER MIX 3Y22A FOR MACHINE PLACEMENT (MnDOT 2461) MIX 3Y32A FOR MANUAL PLACEMENT (MDDOT 2461) OCONCRETE DRIVEWAY APRON PER CITY STANDARDS; CONCRETE PAVEMENT TO INCLUDE TRAIL CROSSING; SAWCUT EXISTING CURB AND PAVEMENT TO BE REMOVED DIRECTION SIGN "TRUCK ENTRANCE "; RELOCATE FROM REMOVED DRIVEWAY ACCESS O17 EXISTING DRIVEWAY ACCESS TO BE REMOVED; SAWCUT EXISTING CURB AND PAVEMENT (INCLUDING HANDICAP RAMPS) TO BE REMOVED; RESTORE WITH CURB AND PAVEMENT AND TRAIL. O PROPOSED LIGHT POLE. SEE LIGHTING PLAN FOR DETAILS. ALL EXISTING LIGHT POLES TO BE REMOVED. 1 SITE DATA: 1 EXISTING ZONING: 1 -1 INDUSTRIAL EXISTING LOT AREAS: 1 INTERIOR SIDE 15 6 STREET SIDE 30 12 LOT 1: 376,663 SF = 8.65 AC OUTLOT C: 51,948 SF = 1.19 AC 3 OUTLOT A: 217.619 SF FTI TOTAL = 646,230 SF = 14.83 AC I PROPOSED LOT AREAS. U LOT 1: 216,683 SF = 4.97 AC LOT 2 429 544 5F = 9.86 AC U TOTAL = 646,227 SF = 14.83 AC EXISTING BUILDING AREA ON PROPOSED LOT is � i EXISTING BUILDING. 54,595 BE PROPOSED BUILDING AREAS ON PROPOSED LOT 2: PROPOSED BUILDING: 97,055 SF FUTURE BUILDING: 54,545 SF EXISTING IMPERVIOUS AREA 211,182 s/ = 4,85 acre., PROPOSED IMPERVIOUS AREA 451,117 S/ = (INCLUDES FITTRE BDILDING AND PROOF PARKING) U036 acre NET IMPERVIOUS AREA INCREASE 239,935 si = 5,51 acres PARKING DATA: REQUIRED PARKING STALLS OFFICE 8,500 SF ® 3 + 1/300s1; 3 + 8.500/300 = 31 SPACES WAREHOUSE143,15C SF ®8 + 1/1,000s1. 8 + 143,1500 /1,000 = 151 SPACES 182 SPACES PROVIDED PARKING STALLSSTALLT Q PROPOSED SPACES = 130 SPACES (INCL 6 HC SPACES) PROOF OF PARKING SPACES 52 SPACES 182 SPACES FILE NO. 00601 1 SETBACK: MINIMUM REQUIREMENTS L4CATION. 6.V11PLiI Sa 2ABlSINSz FRONT 30 1C 1 1 1 INTERIOR SIDE 15 6 STREET SIDE 30 12 h 'm IJC REAR YARD 15 6 3 U FTI I O U U I � i II � / �A v FTl I I m I I � c I I O h L� 9 a - e I EXISTING BITUMINOUS TRAIL I n vl I I 0 jEXISTING LEGEND: SOUNOART EXISTING W—HO BOUNDARY I --- - - - - -- PROPOSED LOT LINE T Q ROPOSED /P OOF P,RKINA — 0 PROPOSED HEAVY DUTY STUMNOUS RAEMENT 0 PROPOSED LIGHT DUTY SITUMIKOUS PAVEMENT PROPOSED I 0 PROPOSED LO TT DUTY COKGREIE PAVEMENT INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN Cl PRELIMINARY PLAT / SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN I C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN I C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN FILE NO. 00601 0 h 'm 3 U m O O U U FILE NO. 00601 I I I I I I I I I ' I I I I I \\ I I \ I I I I I 1 I I I )I I I I YYn +I� w `w y. -I-- A0 Ilx \ ,nCwsEO 1 I M -IN o NI Al r I l I 1 I INV� /=azfle 3y 14. All proposed elevations . o .l fl.w Ii ..less .tn —ise noted. 1 S r I /WJ qB, It 3s V - 'j 15. All era antral best m .age pract'ces shall be per City standards. W� l V � AVENUE N.E xNU _?3e.0 - u_e 6,.30 lJ 1 stn srz, le v� I )ALTO xooL U, � C',a"If" L -n1 ' + / - T n0 1 °� (r xx AIR M. ry01W1 )IS pv .a? z !'R 11 �, I I I , AEA4 l i v e g olF � I i I I II I 1 1559 8 f - -_ 1C, _:� - Mµ9 -:i� \ W �•4'��'gs�� 1 s li 4 �1� on - Ca dP AVENUE N.E. v 1 III �, 7 °j Ifv.n SDNODL BLw RENAMED 1e• oe % °• d-- fi� ���„ - zes _ ,x _ _ a73 oz ��\�\F�� \QC1 Pi�11O( JGC v let, 1p -4�' r,, Z 1 Lf i 2 - sc / c,DS,,We - 2 ecv .1�y ; taus s rrzn M �o E 9u *�.r�' II III I � 9 Nil Ill j O PROPOSED IF; IHIH 4 I p t BUILDING I D I '. - - - -- I FI FE= I 935.87 ° � i V I ° EXISTING BUILDING �l � E I I 1 _ E I �, EE Dz' oKflnuo Doge r o a D frf -93s ea- w x � G -r-la �p �r 1: � �/ j I � I (� •. .__ " �la ooa , / e I' 1 I , i r� , _I6• �A I I I �•�" �11� I I I I I, r, li � � +� i �_ � '_- ' `i rl i I Iz��;� I _� v +w I Use, wl Rl�ro<�� ,h i� I zconc ® a " s`a, o vv w auae a wrrtx I — s �iRP d°Ae - -�• �,j, II"N M� :- w� r- coDecF ONOnra c "r+rn i { s ecR I '• _ 1 F� � I .4 oaeA�r, oA -- s o sAm`u`c`rEO O UI L 8 T- €Re AD aNepaoA I ::.r %f- I I' OU T'LOT G X9'0" T I 1 oRVrLSC . 'g , > e. r L ° O T\ T E R C R E E K aN R — f�. S I \' ;,e � / 4 T T j 1 i,9ne, - I ER CREEK ' , l �p CROSS 11C ��}' ADDITION '1 I INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN --- -9aa_----- - - - -__ C1 PRELIMINARY PLAT SITE PLAN -�-__ I , ��_,- - \\ / / � � ' �/ P I I I I I C2 GRADING AND DRAINAGE PLAN 2 C3 SANITARY AND WATER UTILITY PLAN \ _ .', ,_ iA� I C5 STORM SEWER UTILITY PLAN \ \ ! _ - -94r- } 1 / I I I 1 I , / C5 LANDSCAPE PLAN j� ' I C6 STORM WATER POLLUTION PREVENTION PLAN G7 EXISTING CONDITIONS AND REMOVALS PLAN G8 DE ILS TA C9 TRUCK TURNING AND CIRCULATION PLAN 1 ' i / I II ( II i� Ill /I I I -- C10 SITE LIGHTING PLAN U b M � M b U � GENERAL GRADING NOTES: o n U Lu m cm g w It 1. Specifications opplicoble for this project: Current standard specifications for Monticello, MN, and the latest Minnesota Department of co z > CL va O Transportation Specifications for Highway Construction and all NP DES requirements except where modified by these contract documents. rot m U 2. OSHA requirements shall be followed for all work on this project. ro E O m m 3. Tne Contractor shall notify •'Gopher State One Call" 48 hours prior to any .... t- (1- 800 - 252 - 1166,) .utilities -� °m o 'all 4. The Grading Contractor shall verify all locations and elevations of underground with utility companies prior to any construction, and 0 medi.tely notify the Engineer of .ny conflicts. 5. Erosion Control shall be constructed, be applicable, os sequenced below: A. Sut Feb- PROJECT LOCATION B. Rock Construction E,f, —e. C. Demolition PART OF THE NW AND SWj. 0 30 80 120 1 D. Common excavation (grading). SECTION 10 TOWNSHIP 121, RANGE 25. E. Seetl and mulch or sod (See notes on L.nd —, plan). WRIGHT COUNTY, MINNESOTA. GRAPHIC SCALE IN FEET I 6. final Plat shop govern for a en is and lot dimensions. ]. Any erosion control items be ess.ry to protect .dj.cent properties shall be constructed by the Grading Contractor. I 8. Erosion E-U-6 mint ... — shall be performed by the G,.dmg Contractor, and rem red as per the Contmot D ... ments o ae directed by EXISTING LEGAL DESCRIPTION SURVEY DATA - -- the Engineer, fat l awed by all n -H—y restoration of disturbed area. The work shall be Incidental to the grading c ntract.r The Grading Contractor shall schedule the soils engineer to facilitate certification of .II controlled fills in o timely fashion. Density tests LOT 1, BLOCK 1, AND OUTLOT A, O7� shall meet the following: OTTER CREEK CROSSING 1ST ADDITION, ANp OUTLOT C, SURVEY INFORMATION PROVIDED By MEYER ROHLIN LAND SERVICES 1 A. Within the upper 3' of streets, the Grading Contractor shall utilise approved soils thai are within 17 of the optimum moisture content defined by the Standard Proctor Test -ASTM: D -698 with campoclion meeting 10DDS Slonda rd Proctor Density and net exceeding this OTTER CREEK CROSSING 3RD ADDITION, 708 tLO AVENUE NE L R compaction by more thou 1 %. Below the upper 3', compaction shall meet 95% Standard Proctor Density, a,d be within 37 of the WRIGHT COUNTY, MINNESOTA- BUFFALO, MN 55313 1 o tirT moisture content. Gradin tole...... shall be 0.1'. P 9 BENCHMARK' 1 C [� _ / 1 �- I I Gratlin tolerances for the remamther L the site shall be 0.25'. 10. Au areas o9 anewfable oasis found ro the pad aeearmed above that cannot be aorreatea enan be located in the field by the craning Contractor. The Grading Contractor im the Engineer these information t0 their PROPOSED LEGAL DESCRIPTION TOP NUT HYDRANT ON DALTON AVENUE s0UrHEAST CURB LINE LOCATED APPROXIMATE LIN 195 FT NORTHEAST OF 1 -- -9J9__ _ /� <, I sh.11 medi.tely notify of areas and provide as site .nd .cation. The LOTS 1 AND 2, BLOCK 1. CLEAR CREEK ADDITION, NALT A pALTON WAY INTERSECTION. ELEV =943.2] _ 60 -- _ - - I 11. Grading Contractor shall provide positive drainage .. the site l all times. 12. The Grading Contractor sh.11 keep public streets .nd travel ways clear of soil and debris. Doily cleaning at the construction entrance shall WRIGHT COUNTY. MINNESOTA. _ -) be p,,f,,,,d. especially of the end of each days work - _ _ _ _ EUags�_ _ _ _ _ r�IM -ssf,� \ O \ _ - - -- 13. All sl if fence shall be re ved of project Completion. YYn +I� w `w y. -I-- A0 Ilx \ ,nCwsEO 1 I M -IN o NI Al r I l I 1 I INV� /=azfle 3y 14. All proposed elevations . o .l fl.w Ii ..less .tn —ise noted. 1 S r I /WJ qB, It 3s V - 'j 15. All era antral best m .age pract'ces shall be per City standards. W� l V � AVENUE N.E xNU _?3e.0 - u_e 6,.30 lJ 1 stn srz, le v� I )ALTO xooL U, � C',a"If" L -n1 ' + / - T n0 1 °� (r xx AIR M. ry01W1 )IS pv .a? z !'R 11 �, I I I , AEA4 l i v e g olF � I i I I II I 1 1559 8 f - -_ 1C, _:� - Mµ9 -:i� \ W �•4'��'gs�� 1 s li 4 �1� on - Ca dP AVENUE N.E. v 1 III �, 7 °j Ifv.n SDNODL BLw RENAMED 1e• oe % °• d-- fi� ���„ - zes _ ,x _ _ a73 oz ��\�\F�� \QC1 Pi�11O( JGC v let, 1p -4�' r,, Z 1 Lf i 2 - sc / c,DS,,We - 2 ecv .1�y ; taus s rrzn M �o E 9u *�.r�' II III I � 9 Nil Ill j O PROPOSED IF; IHIH 4 I p t BUILDING I D I '. - - - -- I FI FE= I 935.87 ° � i V I ° EXISTING BUILDING �l � E I I 1 _ E I �, EE Dz' oKflnuo Doge r o a D frf -93s ea- w x � G -r-la �p �r 1: � �/ j I � I (� •. .__ " �la ooa , / e I' 1 I , i r� , _I6• �A I I I �•�" �11� I I I I I, r, li � � +� i �_ � '_- ' `i rl i I Iz��;� I _� v +w I Use, wl Rl�ro<�� ,h i� I zconc ® a " s`a, o vv w auae a wrrtx I — s �iRP d°Ae - -�• �,j, II"N M� :- w� r- coDecF ONOnra c "r+rn i { s ecR I '• _ 1 F� � I .4 oaeA�r, oA -- s o sAm`u`c`rEO O UI L 8 T- €Re AD aNepaoA I ::.r %f- I I' OU T'LOT G X9'0" T I 1 oRVrLSC . 'g , > e. r L ° O T\ T E R C R E E K aN R — f�. S I \' ;,e � / 4 T T j 1 i,9ne, - I ER CREEK ' , l �p CROSS 11C ��}' ADDITION '1 I INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN --- -9aa_----- - - - -__ C1 PRELIMINARY PLAT SITE PLAN -�-__ I , ��_,- - \\ / / � � ' �/ P I I I I I C2 GRADING AND DRAINAGE PLAN 2 C3 SANITARY AND WATER UTILITY PLAN \ _ .', ,_ iA� I C5 STORM SEWER UTILITY PLAN \ \ ! _ - -94r- } 1 / I I I 1 I , / C5 LANDSCAPE PLAN j� ' I C6 STORM WATER POLLUTION PREVENTION PLAN G7 EXISTING CONDITIONS AND REMOVALS PLAN G8 DE ILS TA C9 TRUCK TURNING AND CIRCULATION PLAN 1 ' i / I II ( II i� Ill /I I I -- C10 SITE LIGHTING PLAN U b M � M b U � U o n U Lu m cm g w It �g cio�m co z > CL va O U rot m U Lu ro E O m m -� °m o 'all -� W 0 a FILE NO. 00601 C2 Grading and Drainage Plan o n U h > � t zwo g w It �g cio�m i o Jew c"c akA; IS O O U FILE NO. 00601 C2 Grading and Drainage Plan o h > 3 m U m O O U U FILE NO. 00601 C2 Grading and Drainage Plan GENERAL UTILITY NOTLS Ul 11. The Contractor shall keep a .ads clear of soil a other debris, .nd peff.fm doily street cleaning o required by the I . Specifications applicable for this project: Current standard specifications for the City of M,LU,,II , MN and all Minnesota N P permit Postive dpi LPG' controlled with re ontrol and e n prevention m required by the Sbe c Department of Health and MPCA requirements a ,,pt where modified by these contract documents. NI IS permit shall be performed. Intel protection shall nst.11ed within 48 hours aftA, I,t c nstruction. Unless specified 2. OSHA requirements shall be followed for all work on this project. 3. The Contractor shall notify "Gopher State One Call" prior to any ..... ti,, (651- 454 -0002 or 1- 800 - 252 -1166 out state.) n the plans a o bid item on the Bid Form, any temporary culverts, ditches, filter fabric, etc. necessary to occo NNh this shall be performed e nddental to the Contract 4. The Contractor shall verify all locations and elevations of underground utilities with utility companies prior to any c nslruction o 12. The Contractor shall preserve and protect the markers and m numents set for the subdivision of the land. (storm sewer, s.nitary sewer water, natural gas, telephone, electric, etc_), and immediately notify the Engineer of any conflicts. 13. The Confr.clor shall schedule the soils engineer to litibb 5. The Contractor shall protect all existing utilities and facilities to allow proper functioning during and offer construction. Any certification of all controlled fills in a timely fashion. Density tests required supporting structures shall be supplied by the Contractor as work incidental to the Co nT.0, 6. The contractor shall immediately notify the Engineer of any conflicts between existing utilities, .nd the ,,p .. I c nstruction. The shall meet the following: A. Density tests shall be token o all trenches at locations .s determined by the Engineer or his representative. Engineer Will coordinate With the Utility Company in question to determine the need for relocation of the existing utility. B_ Within the upper 3' of streets n private drives and parking lots, Contractor Shall utilize approved soils that a within 1% 7. Existing conditions such a sand in m. nholes or valve boxes shall be identified by the CDnR.Y,r .Nd these shall be reported IN optimum moisture content .s defined by the St a ndord Proctor Test —ASTM: D -698 with 100% Standard Proctor Density and not the Engineer prior to e ..lion by the Contractor. Once construction has begun, all damage to underground utilities will be exceeding compaction by m re than 1 %. Below the upper 3', compaction shall meek 95%= Grading tolerances shall be IDA'. as med to hove been caused by the Contractor, any repairs necessary shall be performed by the Contractor at the Contractor's 14. The owner shoo for 11 testin o/ sons c "T" An which fail to meet the above standards shall be corrected pay ti amp y a expense. and re— tested by the Owner's testing agent of the Contr.ctar'seexpense. gover 8, Final Plat shall n for a ents. per ource sso 9. The Contractor hall coordinalee with the local jurisdiction to obtain mils and meter for water s All a doted costs - m mum over. 15. All water m shall be installed with a of 7.5 feel of c 16. Contractor shall provide temporary traffic control in compliance with MN /DOT 'Temporary Traffic Cdnlrol Zone Layouts Field shall be incidental to the Contract, including disposal of test water into City's sanitary sewer system. The Contractor shall Manual" most recent v rs on for construction adjacent to travel ways_ not operate gate vo Ives or hydrants on the City's wolrer supply system. 1]. Contractor shall be responsible for verification of the depth of existing stubs listed on this plan prior to the ordering of any 10. The Canlr.ctor shall notify the City Engineer and the Project Engineer 48 hours prior to starting work or as required by the local fittings, structures, ..stings, etc. Engineer and the Owner sl ll naf be responsible for any discrepancies found as depths are jurisdiction or be subject to being shut down. estimated. 18. The contmetof shall coordinate schedule with adjacent property owners to minimize disturbance for water shut down .nd 708 1st AVENUE NE rem porn l closure of ac s if nec ssory. efor 19. The contractor ST.11 be responsible coordinating with utility companies for power pole .Ld /.r line relocation required. BUFFALO, MN 55313 PC 20. The contractor shall provide all necessary traffic control. O 0 21. The contractor shall ba responsible for all gr.dinq and restoration required R, restore surfaces to like kind exi.b,q condition. BENCHMARK' TOP NUT HYDRANT ON DALTON AVENUE 22. Existing curb and pavement damaged of imp. cted on odi.,e,t property shall be restored with in —kind materials .nd section. All notch lines are to be saw At I I I I I I 1 I I I I_ Ai I , _ I I A, I O T T E II - _ I I 9<D_p9I az - - - _ �f -'tee O3RS - - - - - -- ,j PROJECT LOCATION PART OF THE NW,' AND SWJ. SECTION 1D TOWNSHIP 121 RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 1, BLOCK 1, AND OUTLOT A, OTTER CREEK CROSSING 1ST ADDITION. AND OUTLOT C, OTTER GREEK CROSSING 3RD ADDITION, WRIGHT COUNTY, MINNESOTA PROPOSED LEGAL DESCRIPTION LOTS 1 AND 2, BLOCK 1. CLEAR CREEK ADDITION, WRIGHT COUNTY. MINNESOTA W7 1 =9ze.zs,.1, N G _ - VENUE N AyTOt� \ .D (aH n. scBDoLWO lAS, W 9 . Pv 949 rs za. PER UGC. eNVe °n�'sm'� a. W'Aaszsa 1 - Rm ` \a'�\n 1 1 I U W _ - a +sss_ail- `\ / 6L .�- -t -_� _ 1 � 1 �/ Ri 7 m WA, 2a D 1N AccoaoANCE w E - _ _ -�� s 'e M `i,'9j�z W v \I cm ws V e �s%ry °'' �I v �' M 6 m r - il, �+.�, 9� / 'v a i � i EL 'p ue� °'- a °' ie_ �eSW +s� - - - -- - I w '� to W IAT, P r _ ( g sr, .', �' >R _' ._ _ - -W, a`a� ,. errx� �� _ B- r, �- 1�� e' — s `�..., _ m Z OTC Z �g n F< eE os �� - - - - - - - - y �3<� i W o�, I AN �1 9 �o - / h @ b +w 1M CONTO NALL. 1 I� (! °'a+ /� ° �o A oN v�firv�, Aro - _,MN AVENUE N.E. ,���- �_�1� ��� N > q To T • c E w1rN � � �T� - a J (FWn. R pa' w+azsr � ee a caWC. cuae s cu t n I �I I � i � �`l t G ti - �� v>. � l e obbp e' 1e � �� .3R .� P ( 1 ! v�v i / / ° - eEl"se <spsrNC a _ s a �a v ,� P��Oq UGC J,@° -i` co R I� O Im ca^ 0'1 a °I� I 1 \ ' a P v Np ' _ s E �7 "I> eE LL RN EA R N, v v 1 �'' "� p �' w DDee e wrr ' \ TNE el m AND wSfN TT 'IN N. P.,NS` F-11 �sl I 1 III r9' PROPOSED �l +�' I,I' ° az �E ; A-Ru n \i e BUILDING I - - - I---- -r =-- -- a`e_e g zh� E _ her s i - - ( ( FFE= 935.87 �" a EXISTING BUILDING n" s� Z3 T I IR I Q ,Yss 11 - I , / I I J i s w I /- - _- q 11 "�I / brR >i 1 r 12I a WEAD DDOE _� ❑ C —,v &� '' �� V T\ v ,1 „ a �� v� f�l U) D A D D 9 r 3P.0 M'g 0 + i I/ v SO, � I �� Y � � � � ��sfl�� l��• I r / � � i � iN i a/ r »ham $ I / We Ioo CI 1 I I o V I I u 4 & 'Z fUi1ER �I y� sue•.' qss I ��� ^_� +' -_ —__- R \e -� ` y} }`- Z'c>—= ROW2 -' -�R--- _ R BRB tj - ,.�'sa� lr i x•36— - — — 934 - 'G fiats � �•a tt. q ".r + \ \ \ \ -96Y �' I 1 3 y ° A5'�O "'LIT SEM l g I. IIRnuP I�/ Hp I I -r i �i A 1 R % A a I m VIE 93R _ _1 ,\` — ° ' `s= ej _ -'� - INDEX OF CIVIL SITE DRAWINGS: AM, S�\ �'\�� /4 _A sew 4l9 Eq3 - 9 zn m 21 P � I � CO PROJECT LOCATION PLAN FILE NO. 00601 { 931 '� C1 PRELIMINARY PLAT / SITE PLAN ��AZ °•+ O U II L 0 T E ',. \ a� _ g3q� / 4z: - �� \\ C2 GRADING AND DRAINAGE PLAN 1 9''' \ \ ,• .� i I I' OUTLOT D POrvD z Y µ I j I I C3 SANITARY AND WATER UTILITY PLAN \\ >� s I / Ar/R E�2g 6,% (` I r ' C4 STORM SEWER AT PLAN /� O Tvv T E R vv �C R E E K C -R' -0� S S I �'�?�'��," / I.1'TTEC� CRE C� / (4/19/1eY -9 , ; ° I� ', ; 'I C5 LANDSCAPE PLAN JJ 'y u CI A 0 I A I ( I r I C6 STORM WATER POLLUTION PREVENTION PLAN SS {NC r I \ I r 1 I I C7 EXISTING CONDITIONS AND REMOVALS PLAN / �� ADDITION I l l C9 DETAILS I I I 1 r I C9 TRUCK TURNING AND CIRCULATION PLAN Sanitary and 1 w - C10 SITE LIGHTING PLAN Wafer Utility Plan Ul 0 'm r►I b m 0 40 80 120 � M M U O U GRAPHIC SCALE IN FEET N b SURVEY DATA 'C3 a F SURVEY INFORMATION PROVIDED if MEYER ROHLIN LAND SERVICES AS 708 1st AVENUE NE ry. N BUFFALO, MN 55313 PC O 0 Q BENCHMARK' TOP NUT HYDRANT ON DALTON AVENUE E, rj b SOUTHEAST CURB LINE LOCATED APPROXIMATELY 195 FT NORTHEAST OF DALTON WAY INTERSECTION. ELEV= 943.27 -rte UO U r�1 M Q U W7 1 =9ze.zs,.1, N G _ - VENUE N AyTOt� \ .D (aH n. scBDoLWO lAS, W 9 . Pv 949 rs za. PER UGC. eNVe °n�'sm'� a. W'Aaszsa 1 - Rm ` \a'�\n 1 1 I U W _ - a +sss_ail- `\ / 6L .�- -t -_� _ 1 � 1 �/ Ri 7 m WA, 2a D 1N AccoaoANCE w E - _ _ -�� s 'e M `i,'9j�z W v \I cm ws V e �s%ry °'' �I v �' M 6 m r - il, �+.�, 9� / 'v a i � i EL 'p ue� °'- a °' ie_ �eSW +s� - - - -- - I w '� to W IAT, P r _ ( g sr, .', �' >R _' ._ _ - -W, a`a� ,. errx� �� _ B- r, �- 1�� e' — s `�..., _ m Z OTC Z �g n F< eE os �� - - - - - - - - y �3<� i W o�, I AN �1 9 �o - / h @ b +w 1M CONTO NALL. 1 I� (! °'a+ /� ° �o A oN v�firv�, Aro - _,MN AVENUE N.E. ,���- �_�1� ��� N > q To T • c E w1rN � � �T� - a J (FWn. R pa' w+azsr � ee a caWC. cuae s cu t n I �I I � i � �`l t G ti - �� v>. � l e obbp e' 1e � �� .3R .� P ( 1 ! v�v i / / ° - eEl"se <spsrNC a _ s a �a v ,� P��Oq UGC J,@° -i` co R I� O Im ca^ 0'1 a °I� I 1 \ ' a P v Np ' _ s E �7 "I> eE LL RN EA R N, v v 1 �'' "� p �' w DDee e wrr ' \ TNE el m AND wSfN TT 'IN N. P.,NS` F-11 �sl I 1 III r9' PROPOSED �l +�' I,I' ° az �E ; A-Ru n \i e BUILDING I - - - I---- -r =-- -- a`e_e g zh� E _ her s i - - ( ( FFE= 935.87 �" a EXISTING BUILDING n" s� Z3 T I IR I Q ,Yss 11 - I , / I I J i s w I /- - _- q 11 "�I / brR >i 1 r 12I a WEAD DDOE _� ❑ C —,v &� '' �� V T\ v ,1 „ a �� v� f�l U) D A D D 9 r 3P.0 M'g 0 + i I/ v SO, � I �� Y � � � � ��sfl�� l��• I r / � � i � iN i a/ r »ham $ I / We Ioo CI 1 I I o V I I u 4 & 'Z fUi1ER �I y� sue•.' qss I ��� ^_� +' -_ —__- R \e -� ` y} }`- Z'c>—= ROW2 -' -�R--- _ R BRB tj - ,.�'sa� lr i x•36— - — — 934 - 'G fiats � �•a tt. q ".r + \ \ \ \ -96Y �' I 1 3 y ° A5'�O "'LIT SEM l g I. IIRnuP I�/ Hp I I -r i �i A 1 R % A a I m VIE 93R _ _1 ,\` — ° ' `s= ej _ -'� - INDEX OF CIVIL SITE DRAWINGS: AM, S�\ �'\�� /4 _A sew 4l9 Eq3 - 9 zn m 21 P � I � CO PROJECT LOCATION PLAN FILE NO. 00601 { 931 '� C1 PRELIMINARY PLAT / SITE PLAN ��AZ °•+ O U II L 0 T E ',. \ a� _ g3q� / 4z: - �� \\ C2 GRADING AND DRAINAGE PLAN 1 9''' \ \ ,• .� i I I' OUTLOT D POrvD z Y µ I j I I C3 SANITARY AND WATER UTILITY PLAN \\ >� s I / Ar/R E�2g 6,% (` I r ' C4 STORM SEWER AT PLAN /� O Tvv T E R vv �C R E E K C -R' -0� S S I �'�?�'��," / I.1'TTEC� CRE C� / (4/19/1eY -9 , ; ° I� ', ; 'I C5 LANDSCAPE PLAN JJ 'y u CI A 0 I A I ( I r I C6 STORM WATER POLLUTION PREVENTION PLAN SS {NC r I \ I r 1 I I C7 EXISTING CONDITIONS AND REMOVALS PLAN / �� ADDITION I l l C9 DETAILS I I I 1 r I C9 TRUCK TURNING AND CIRCULATION PLAN Sanitary and 1 w - C10 SITE LIGHTING PLAN Wafer Utility Plan 0 'm m 3 O � U O U GENERAL UTILITY NOTLS 11. The Contractor shall keep I, .ads clear of soil ° other debris, .nd pe,f.,m doily street cleaning o required by the 1. Specifications applicable for this project' Current standard specifications for the City of Monticello, MN and all Minnesota NPDES permit Positive tlminage, controlled with era ion antral antl erosion prevention m stir required by the Department of Health antl MPCA requirements except where modified by these contract documents. NPDES permit shall be performed. Intel protection shall Abe c nstalled within 48 hours aftA, I,t .... trucb- Unless specified r 2. OSHA requirements shall be /allowed for all work on this project. n the plans a o bid item on the Bid Form, any temporary culverts, ditches, filter fabric, etc. necessary to accomplish this v 3. The Contractor shall notify "Gopher State One 0,11" prior to any ...ovation (651- 454 -0002 or 1- 800 - 252 -1166 out state.) shall be performed as b6dental to the Contract 4. The Contractor shall verify all locations and elevations of underground utilities with utility companies prior to any .... lruction 12. The Contractor shall preserve and protect the markers and m numents set for the subdivision of the land. (storm sewer, sanitary sewer water, natural gas, telephone, electric, etc_), and immediately notify the Engineer of any conflicts. 13. The Confr.clor shall schedule the soils engineer to /acilitibb o 5. Th. Cont,,,t,, Ah,11 protect' 11 .Xi,ti,g atilt[,, ono fouuneA to allow props fnn.tionmg curing and .ff,r .on.tru.n.n. Anv aertieaaron of all .ono-ou.d fill. m a UN, ly m.hi.n. D.n.ay t..ts PROJECT LOCATION ^1 b required supporting structures shall be supplied by the Contractor as work incidental to the co nT.d' shall meet the following: M 6. The contractor shall immediately notify the Engineer of any conflicts between existing utilities, and the -p .. c nstruction. The A. Density tests shall be token o all trenches at locations as determined by the Engineer or his representative. PART OF THE NW,' AND SWJ, 0 30 80 120 M Engineer will coordinate with the Utility Company in question to determine the need far relocation of the existing utility. B. Within the upper 3' of streetsn private drives and parking lot,, Contractor Ahall utilize approved soils that a within 1% SECTION 1D TOWNSHIP 121, RANGE 25. O C 7. Existing conditions such a so nd in manholes or valve boxes shall be identified by the Contractor .Nd these shall be reported to optimum moisture content .s defined by the Standard Proctor Test -ASTM: D -698 with 100% Standard Proctor Density and not WRIGHT COUrvtt, MINNESOTA. GRAPHIC SCALE IN FEET (Y� the Engineer prior to e volt., by the Contractor. Once construction has begun, all damage to underground utilities will be ex -Amg compaction by m re than 1 %. Below the upper 3', compaction shall meet 959,. G-.i,g tales,.., shall be DA'. � O as med to hove been %caused by the Contractor, any repairs necessary shall be performed by the Contractor at the Contractor's 14. The Owner shall pay for all t-ti ng of soils compaction. Any are which fail to meet the above standards shall be corrected ..Dense. and ,e- tested by the Owner A testing agent at me C.nt,..t., I e.penee. EXISTING LEGAL DESCRIPTION SURVEY DATA vn o 8. Final Plat Ahall govern for easements. 15. All water m in shall be installed with f mi mum of 7.5 feel of cover. LOT 1, BLOCK 1, AND OUTLOT A, 9. The Contractor shall coordinate with the local jurisdiction to obtain permits and meter for water s All ...... oted costs 16. Co ni,bl" -r shall provide temporary traffic control in amp t-bl with MN /DOT 'Temporary Traffic Control Zone Layouts Field OTTER CREEK CROSSING 1ST ADDITION. SURVEY INFORMATION PROVIDED B" shall be incidental to the Contract, including disposal of test water into City's sanitary sewer system. The Contractor shall Manual" most recent vers on for construction adjacent to travel ways. AND OUTLOT C, MEYER ROHLIN LAND SERVICES rwi 3 not f. to valves or h drams on the Cif water s t.m. 17. Contractor shall b. r ble for verification of the de lh of ,xisfin stubs listed on this Ian to the .ra.rin of `V opera g. y ys suppY Ys esponsi p g p prior g any OTTER CREEK CROSSING 3RD ADDITION, 708 1st AVENUE NE 10. The Contractor shall notify the City Engineer and the Project Engineer 48 hours prior to starting work or as required by the local fittings, structures, ..stings, etc. Engineer and the Owner shall oaf be responsible for any discrepancies found as depths are WRIGHT COUNTY, MINNESOTA BUFFALO, MN 55313 a 0 N jurisdiction or be subject to being shut down. estimated. a Q M 18. The contmeto, shall coordinate schedule with adjacent property owners to minimize disturbance far water shut down .,A BENCHMARK; r.il (� b t.mpora ry .I °Acre of ...eAA if ne.eAAOry. PROPOSED LEGAL DESCRIPTION TOP NUT HYDRANT ON DALTON AVENUE ^' 19. The contract., shall be Ole for coord -fiw with Utilit c for Ie d line relocation d. SOUTHEAST CURB LINE LOCATED oUi A esponsi g y ompanies power po .n /ar require APPROXIMATELY CU LINE FT NORTHEAST OF 20. The contractor shall provide all necessary tmf /ic control. LOTS 1 AND 2, BLOCK 1, pALTON WAY INTERSECTION. W y 21_ Td, contractor shall ba responsible for all grading and restoration required to restore surfaces to like kind exi,tinq condition. CLEAR CREEK ADDITION, ELEV =943.27 �C 22. Existing curb and pavement dam.ged or impacted .n adjacent property shall be ,.stored with in -kind materials and section. WRIGHT COUNTY. MINNESOTA U All match lines are W be . cut 1 23. Pipe lengths shown are measured canter of structure to canter of structure or end of flared end section. �p O T T E M PO I I I R I c v I (�z`nn. /� � W NM}- ug I V RIB- sasls =h �'''� _ v I� ' V'AAV'EN Nv -9n. 9n7 s '�ir'v"='ez 2p 1 DALT�, -Ho. 1 to oag+R`�� Pv 939 - - - rs P✓s.' S 2 >'nr I 3) 6 _ -n "84,,°° DVO [UF R PER OOC. 2 , _ / -- e.^ I�somx 11 I T- yg-,- - f 1 v - a,a 1559.84 �� ,�LY� `� ;O I I 1 U Lu 7 � e _ _ j ia xosT"c a 3017 - s a µzj ( ^ _ I\ 'I O �� fLN ° I I V/ N co cc d % �r� e +�° " B 3snHC a so.7 - -- z N a. 1 if �` (7 ( A) c Nvs zg _ - - Z 0 Z Of z.. A'A I w` w 1 � ca W i�c I_ I i l0 to $s i&_eu ` R°P 9FE a T .eca _ _ r i� C v, TON AVENUE N.E " - No re ep87 - DAL ��- m m O - ,qI P � �f s°i li i I°j55° a -��• Hr () c(1s ) _ {F.ra °oL Sew L -,_APP cuRR xcu1TE U s I i `I - U I I T, `U s g , r I °o ®t Hao \. • i () (,z- H) a ooc'.,w ao+a , _e5 ouc. I P� U - v) -- O - ne oun s aioop aE _ o ,. PIPE s7z vEa _ / I ' �}�. 9 oar P1- 01 .,°R ,vP C�.,�° �,�. " -w�°- j I GO�� _+ - \ e 4 errs �_.,� °ve ecT�a + \ s P1rE - - -HE s3" cos "° re 7 12 c - 1E 93100 0 0° w `cues e uUrrER �° aw Pe�, 1 o I m I ° wiF� v �.° °°„°'ICI v ± 1 ° ° �� ,� N, REO p; I v 11I A I (L]'.T avaA o1I II. II oREiE"ruL E I 9° 9 I- i I re =RSSe7 g. icHA9"3�.90 "1rr Ni 9 g wE"cH OP.vg z E=930.90 0° °., I,- PROPOSED 11 A s1 400 " tE , F roaN5E sz"Ac,a,s H B 1 I 1 ( ✓I w� 2 -2-a I --- _ - - - - - o � Q e1snNa euILO1NC 11 HE 12- CB-7 ' FFE= 935.87 -A, -P, i c z e. n2- NiE(E) =929.8° 7 "EE 1 b P RIC .H w a F-`, "reErin _ I I aavl �PEa 2 H ° -1z' aKeeEno eooe q__F� �II �� ,P REb es ( I w °05 w A V / li iI w P PI9E ah_ E ��osl.00" I �Y" 0��1 0r �✓A °\ 3.c pg0°. I '' \,,.�1�� f I \ 18 #I 1 p LEr \ N o o I �° \` II NP ' I FU I` w �' i r'F Ali liP EM O R" E" I R 7 II I j ®,o°4 °�I REO°soreiszGWE. P° 9 j + + - H r I I) cts> >929. \ p° 1 _ �n TM Vim'" I�I i cr,4H gaASr + ^ oa h,�..w E(w)�30� LM'- o) I N I o 9� 1/ 161 p # I IV I e0P ets �E I I� I 11 I I I _ c re sae, _ "0 re sae, I � a��E�',3 n a z EE z - - -- � coA I 1 I 20 E(W)392 2° (� Irv) ray° _ ' -xa cLi`a aE '�.- (D)- ��9 o0 X I� "' ) _ 1 ��Ef ")L92e 0 i18 I ") n1Tr cASC� _ I.. IIR.NV I i s I �9J5 - 5 - -- - - () OUi) s E(E) ( ilc - -- -.S __ -I J<_` �R __- �.,,_ o_� _ �I' :. IIw9 I- € _ F I tm Yi rR l o\ Ifi\ \ E e_ P� T Tar9 INDEX OF CIVIL SITE DRAWINGS: ovoncm FrF, `-12 _12 ° �5, N 0 CO PROJECT LOCATION PLAN F 00607 aF °nvz d \ 3 m U 0 _ _ ` \a 93 x' I '� /' y �� O O U \\ \\ ,Y'cEE "NC 0 (1e ) I U ovoncm FrF, `-12 _12 ° �5, N - I P 9�` I �I I \ CO PROJECT LOCATION PLAN F 00607 aF °nvz d \ ®3 zox 'E - J✓ O U I\ L O T� E -__�' 9'•,� R _ \ °OL I OEZe"�soE`TTN S I _ _ ` \a 93 x' I '� /' y �� Cl C2 PRELIMINARY PLAT / SITE PLAN GRADING AND DRAINAGE PLAN \\ \\ ,Y'cEE "NC 0 (1e ) I I� OUTLOT D yso p N I Ir \ I II C3 SANITARY AND WATER UTILITY PLAN �� ^^boa O Try T E ' R x �C R E E K C,- F -��f�, S >� IE(E) =9za.so �za our Ex.) l S I��z I I TER R / AIER ELr2ga�% (` I I {4f19/16Y° T i I� II A I I I C4 C5 STORM SEWER UTILITY PLAN LANDSCAPE PLAN /� /l /v, /T /// �- 'y u I - - -- 936 - - - -- I EK C� 93° I I I CREEK CI ( I I C6 STORM WATER POLLUTION PREVENTION PLAN I '� III ��\\ { A I I SS {NG I I / �� ADDITION I l / C7 C9 EXISTING GON DITIONS AND REMOVALS PLAN DETAILS _93a -- - - - - -_ __- T\ I ( I I / I I Cs TRUCK TURNING AND CIRCULATION PLAN Storm Sewer _ 1 - C10 SITE LIGHTING PLAN Utility Plan PROJECT LOCATION PLANTING NOTES: GENERAL NOTES: PLANTING SCHEDULE AND REQUIREMENTS: PART OF THE Nw3 AND 8W}, , SECTION 10 TOWNSHIP 121, RANGE 25, - aoa. ® °mma.a, amt mm.ra anon °. ar omnewa Pamir v amre., we r° y U WRIGHT COUNTY, MINNESOTA. m zmr.. °m r u SeMduk- Requited SNe Wndxege PIaMi Rs!quYaNlarW b °a qm en aroma ewm ° °m P n "� x e m atr w.Nam Sem Rw 5 Isan ACI q EXISTING LEGAL DESCRIPTION m. l W H*oRt I rmm AU Ymwxp: u• b LOT 1, BLOCK 1, AND OUTLOT A ° "" +'" ^m'v ^'° ^e,1 s°armirv,. noose. yw�gne° ue G. <+v Sd Jmnlyervs cAiyrtmie'se➢ rra Sea GreenlvTl THri ht �1,hlwl ades (See Belowi: Bf m OTTER CREEK CROSSING 1ST ADDITION, ena oeeur dea. ana ,1 He won and •NOFE'AU ➢Ytrrea¢W tMMn[SUTV[ /SIh 1GMURpirp Me l4Crttp Intl OSasICA'IffCm Y[MNrw 1IfBAIN AND OUTLOi C, a .n °° aamrm a.k :: arwtw w many xr rta m,a.mpe ua rwr pna 0 40 BO 120 ea/sur OTTER CREEK CROSSING 3RD ADDITION, T \ WRIGHT COUNT, MINNESOTA "d hub irxirrdndM New a ( rAl, requA•emenr Arm baert retbeaeedjmm WRst•I Wvy rMrtWor use mev rcpunrmenes Pl,c [ W'[hin Perlmrur ` 1 J—de kwfvre--i"mad A—Seen Pra�M VnThm ft II rteter srww. use wee,btatuayn@ U. Are V a nT ty GRAPHIC SCALE IN FEET ' m q°,_ av p° a PROPOSED LEGAL DESCRIPTION ° °am oa w °mom °..,m r.aa. °" / w ax s matarae d °. 1a = °e.1°,<aae Pl.nrne SORml- W10.1rtole area Lilmft giae PwIl 1RHIt*o— yvy "D d' LOTS 1 AND 2 BLOCK 1. Plan[ symbrs qiY S<- T N Common Name $br R $ f atbn $pnclaf 4na Min mum 1119 laands: yes `1i O .4J] rMj SURVEY DATA CLEAR CORE k ADDITION Y m e ae n ar me G era mra<mr �-y WRIGHT COUNTY, MINNESOTA. GT BGkd nntbos+m s'H-e N-Nm Acclaim itaneyiaclm I•CH. Gun ar 6&6 Mar. SOS Its BTWNlslands: s] yat Go I Ov[ ill:eWpr Sw m White Oak I`Cal, Cl or 01 ?ee Npte 1 G Sree C Ista rw a O RRii TJ SURVEY INFORMATION PROVIDED BY: °ne a�n°. P a mwa. me m ue v.m.r. °r rM pmuq ° r° ° °.. man.a y °/aala a° MEYEft ROPER LAND SERVICES df 3S fkrrve.11y larrArem Law NUStrHalrysurhic P He ht [Para ner Total AU Pmrdmd: n•20 ^y 708 1st AVENUE NE P • [m r° M F aw.wm.n ram a,. n °tavaa °r ma m.e vn s na wnmslrmn maua. °° "�Tf. the uahrcakr UuArm landsrvpirg.rryw'vedfartbe pariinp bays vb.'+g iMNon Way Tp rpfoJlmraopV rsr or#BsHruml 25 %COVm wth5firubs: YIY11�� N� d BUF ALO, MN 55313 A ➢+e been Prrseo[ ter 011ft. Aar.]. a &Rk.e sire strcenrnd. WFC. AN AV ere t rediled rasre tvndsrvar BENCHMARK: �mm are r au wm. rn r u ° wda 12' A e` Y •= to °e urea .x° xe m°terte y p em a° k,ee. TOP NUT HYDRANT ON TALTON AVENUE °s mrnv° p= p.a, a° . a em nt trey °t SOUTHEAST CURB LINE LOCATED ar x r.aa aa° r nnm n nu°, 1 a xw Pkmi StMEvk- PeNmNet Yehf[plarUUa Area Vlstl PktMln BepulseRlnnN S.y VS APPROXIMATELY 195 FT NORTHEAST OF ° �® ma w 0°.. ° r °w.: ° mYw m �•� 6' WIdP Yet DALTDN WAY INTERSECTION. TURF NOTES. U O Total AEI Rep ed: 61 ELEV= 943.2] p anwns ro obta p v m m m cnca Nm al AACr Pc d d: 6a sS.y rct t. ne<nam- Aeraa<e ana na.a 01a rn{r- 0,10Nsra [andrea➢r (Q' Q� 1 waa. NOTE: TAt Prrimdkl vrhitukr+ lsrArza fMdSdayiddfl Puif Mlal Ui2 Wrling eaVSaMnp Dalton Wav lo-mw7ai lOCanrWY'nresi !'mac 1 �' -saG -_ _ _ e rsrmme mu a zz- GS -,O, em w.l.x., sx cl. ar ssG rollaumma have Aeen lsl—IN [krnnrl Avtjb -dO W.l s+M Vr 1 -9 V o /I Pia�H:ne send le- Stteenlm M FSIeBae S 11 atone DMt Axe Plan eRepu 3/. s1 / _ - _ / Vlant SYmhd QTY §c I N mr C o +Name 'Stem R [$Iwodraarpn Spec al to +in,chons vOMP M Aouuld: zz: TI - _ �/ r 9J95 Ny°'155x N xa nea .a z / areae.x amerce wa o. 15 56 JVn pe d➢ubrum'Mcdaa' Medra Juniper fi'He ht Can' - rBB6 Plat far A4a snemin yea 1 N� pp / w PG 22Plea a[a 'PrniMp' BIa[k Hill,s u fi'Hal ht CaeHalNer ar BS8 Eyer {Ala 6 -9NI• NE 1 / - AVENUE au =v.. r . Nv. a>.l an .> sf >, cad et DAi,TON �c2nAm5op a.az - -> rs'PIg' s / Toot ,w. Spa.. t htr. . n0 rr °o. (FU n. scxo�GLNO roman e � _ \ / I rti. PynNni $drMu4 - Sraeen N a! loadlese P H a°PU 1 [W'aksakrrs Bakam+Way Plarghri aPN!I�nr+ge pfpo cunEx NyR�'I \ Plan -SVN" 0Pf Selentfie Nanu C➢mman Name Ste III fwtibn Tar Cnstnsetbns 9llffD Y ROUnd: AAF NO PLANT ZONE WITHIN �i _ 9S6 N a555r /E /V, IC 4i fun rus CAATerrsrf Hett CWwrmar' HM[ Calwnrlar J-1 II NN t Contalner u, BF6 Plac ntfwMaa kreMin; EXISTING GREAT RIVER ENERGY SEE _ /USEED�"_ 1 °acv M /9yNSe TRANSMISSION POWER LINE - pace xs s A —grey- _ 13 1s Jvn m'Medw.v' toll I— lunlPer 0' Hel ht C rcr w Bee Evc MI 6 II: EASEM_ENi q. A s) 1 v 3' o a4 1 EED 5 °M PG 10 PnM to to '[knsaaa' BNtk Hills sm— II H i h[ E- rel m ms Spa[ed to o tTAt*: e A �� -- a,v IS WAe.. SEE ? SBE R '�I I � I 1 � v 1 Ir II & \ E lyf�o �95EE A plant$ mtaq CITY $plpntllYName Cpmmpn Hamm Sltn gppt' 6d4Tlrpn ralrnsiryclbrts V) blTUto'M M ar Ginkb 2•Cal. CanTalrxr ar BBB Mele GraRed GT i G4dlrv'P ItKaAiAps vat knmis Have H➢nFNrn A<Claim H➢neysacust 2 " {al. EaMa'ner tx BS6 GO lI G rrrnarWtluP dpkus taPrenP Ifs emntura Coltnnec I`[aI GPntalmPr mr Blk. $¢nryless Matrc 4B l0 gl.rrrae brcoUr Swamp White Oak 2' "{al Cantairmr or BRe Sea Nme m ' i r 1 G / \\ EED x• J J e _ 1 ° ` N EED EL `0 iii ih q 1GT - 26T. ssA -- - _ AMM\ (Q z JC +� Ito i t 4f • _ -- t ',x W Z Z CL EE e' EED y'4rt`'��5 NUE N.E. W DAL A Pxnueo 1e' oP L W m EAED �°a (Fa.A. T .5 8 c°NC Igll%E` T ys- �n-- _--- ` - ° "�' I� _ E 6 m m p 4 EXISTING GREAT RIVER ENERGY --- IJOTE: / / 1 / I 93s ` - A e,� - 173 02 _ rao /j�fr` U QZ I TRANSMISSION POWER LINE L dsdepe plan[Ings r ui- fa these parking I C)s, / -ass _ - �'GT -� �. °a 3, nsnauevunn c�6�� a s^� �mn� •y/ (L v ~ -1 1 EASEMENT; SEE SURVEY \stall have been mlpcated to Dalton AV. br Ay + > '� /� 1 +y}� 4 `- —SOD Y =F - \'t "'e C v v I I a-I lscreening .� II +/' / .�'.� �; _ _ son' v tltltl II .� O 1 k ' Vah'raelar USe A.I.I.. an0PY trees. shrubs) I 7• n u Permeter Veh color use area (10 canopy trees) s_- �\ _ SEED / / Atl 1 �_`Reslore lawn arses tlabrbetl eL CO I 1 w ppnaw�mn WO sad. o Ri Lu Mbmze lmta mra�swroan� `>`! EE " EED 1 / y _ 3as \ 4d Pi>y\ \ b only Thal necessaN [o 1 f e A - lr;.au a eoaorr f cT "� v o swcumpmvemams. $ 0 W T1J I II 1 � i 1 I I I II \ " Cn \� \ S 1 BE } r 8GO; Ji ll v ee .paG,aN� aE di PROPOSED Ell BUILDING AA s Lr I I EED 1BEEO a - B FFE= 935.87 zs m'61 \ of 1 1 OD vv A Oa• EXISTING BUILDING dI ^• &E °L �mm ,o,ea � � � w �a a 3 mcma s I BE I v u � / / / I __ S •, � ll � .e'. °� °E .. � V V 1 i 1 �____ - ° a o p o c nc= aasea_ � . 41 \ I '- - --= --------------gaa vx I yvTS.o a � soD � I r I I Iv 1 - ----- I R vvx Ii � - , xv,d �_ _ I �, / 11 I I � � 1+ EED II / k 7`SEED\ j A \ 1 ( and`"' __ 9 DI+ e_ A- ae A A I `" SIC Iv I 11 I N � TA e a p me r II BEDV +'1 I� �T r- L s I __ I y� AN 1'��3' °�,- °�A"rnc�o + urr EASEMEN.. �o \1 6 BE au\ NN 41• \7. rl - .' y30� 932 - �'I a °'kacP y5 ^�I VI \ O U f, L O T E R �z u� r OUTLOT D ,raoND ,� i I I II h I ! I GOB I INDEX OF CIVIL SITE DRAWINGS, CO PROJECT LOCATION PLAN FILE N0. 00607 I I Ci PRELIMINARY PLAT / SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN �� CS LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN CS DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN Landscape P /a/ o > � V V) 3 U m 0 0 O O O U U U PLAN C4 STORM SEWER UTILITY PLAN �� CS LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN CS DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN Landscape P /a/ SWPP NARRATIVE TM1is project c nslruction w sill of site c ring, Titl g, utlliti s, builtling, p k ng lot, drive aisl s, ontl truck court. First, perimeter silt fence ontl inlet profeation shall be nstalled. Then site work shall co mencte e within The ontroctor shall dis o all debris oif —si 24 ps iThan L site c n be tled utilities .1l.letl ng c nslru ing agd p ,.t, final fi-I tollerancec vnbd landscape efinal sta b5liz l'E, Once final grade is established and certified, the site shall be smbiuzee with seed .ne mwch o coca once vegetation Is established, temporary erosion control measures shall be removed. I I I I I I I I I I b' El POLLUTION PREVENTION NOTES Solid wast, '. collected sediment, asphalt and .—E, millings, floating d—i , pope,, plastic, f.bhc, nstruation tlebds ontl other wastes must be disposed of properly mu o —site and sk comply witM1 MPCA requlrements.H s, gasoline, Point, and any hazardous substance musi be properly stored, including ondary containment, to prevent spills, leaks o other dls.h. a Restricted e e to store a ust be ry Ices g proJtled to prevent vantlollsm. Storage and disposal must be in compliance with MPCA regulations. External washing of trucks o other construction vehicles not allowed o site. No engine deg ,easing Is allowed on site. No concrete washouts ore allowetl an site. O T l I II 1 t E EROSION CONTROL NOTES 1. All tl sory to control a ontl sediment (LE Cpe,imeter lilt Ill,— rock c nstruation entrances, swales, ponds, berms, ETC.) shall be 'nsta lied prior to any other construction operations. 2. After c pletlon of final g-mg, exposed soils usbl be permonent^5 - Wlixed wit 1e2 b Slv it zatio shall co ist of disc— nchor d seed & sod. 3. Thecsite must be kept in well drained condition at all times. The contractor shall be responsible for temporary d'RChes, a .they mean ne sory to e proper tlrp -Ili .,The buildings. -must be it,idlad with o positive outflow. This work shall be "LtRriLtol .i the grading c [mat. 4. Ente R.texiti ng of the s •shall o only at ry k nslruction t—tl, to reduce trockinq of dirt onto paved streets. Sediment trucked onto streets during working hours must be reclaimed vi street Groping ontl s eeping of tM1e entl of each working tloy. '1 1 I RI I I , - II I w EROSION CONTROL MAINTENANCE SCHEDULE 1- Erosion control m shall be in petted by IM1e ontmctor's r presentative and maintained by the ontroctor awry Friday and w -n 24 hours after env rainfall a ent la,ge, than X1 /2' until the pi-R -t pleted.v Maintenance requirements o s �follAws- silt fence — 1/3 height of fence o wimagetl. remov etl ent and /or repair fence thin 24 hours:e ,lk�entranre — refresh os sory to —1— to detail. Inlet pr.l lb- serts — se dim M1nt after each r enl. .lean o replaoee filler w clogged - 1— vwaler — drain, ontl stabilize, within 7 days of A... eryi and street s e ing — re ove alol sedum t tmck.d onE, eed surface within 24 h.— , as directed by City Engineer. 2. Replacement — Fabric shall be replaced promptly when it decomposes or becomes ineffective before the barrier Is anger —,,- 3. 3. Any setlimanl r nl g in place fler silt fence is anger re "d li,vll be d—Hd to conform wLh the leli,tmg grade, prepared, and seeded wth appropriate seed m x, as directed by the engineer. 4. Removal of the silt fence— Silt fences shall be purpeed when they have served Ihetr useful ose, but not before the upw.rd sloping area hll been permanently slabilizetl. EROSION CONTROL INSTALLATION SCHEDULE 1. Silt fence shall ba inslolled o rasloratl prior W any nstructian. Silt fence sM1011 be located o E, intercept r noff. TM1e a v located beyond the wn perimeter silt fence shall not be disturbetl during nslruction. 2. Rock Construction Entrance shall be installed prior It grading AIR... L. s. 3- All torm s r Inlets shall have inlet rote b- inserts installed. Inserts shall be P Rood r n —Top Slob" "R Dad pram —Curb & Gutter" i r nlet protection devices o nufactured by WIMCO (o, approved equal) nd installed per manufoctu re's ce end olio 4. All talloho shall r place and be maintaitnetl I1, good rondltion by the in ontroctor until the site has been re— vegetated, at which lime it sfloll be --d by the contractor. For proposed paved su c areas, the contractor may rem e n sory, salt •fencing t e c not cot oodway, -1,, emainlvining adequate ,olio nlrol i 5. Suffrcient n s lopsollsholl be s ockpol d to allow for the replacement of 4" topsoil far disturbed areas to be vegetated. 6. The contractor s M1ed ule slta grading, utility olio llation ontl rooltlway c nslruction s hot the general s ontl re after disturbonce,be IS M1N.t will nuts be subject to n.1-1on t,,- shall be seed ontl matched or sodded within 72 hours of boat grading. I I II N-G - - - -- ,6Jip T" "mom T / I i SEED AND MULCH SCHEDULE 1. Al tlisl -d o II be c with a 4" i,p—I Unless a e to be sodded, Mi- eed mx 260 shall Be aoPplitd at 100 Ibs /a c. MnDOT Type 3 mulch shall be applied at 2 tons /ac ontl disc inch —d In are not c verad by sod or n blanket Seetling oa nd mulching s onia m to the latest NPDES requirements afar Ration schedule with regards to grading. 2. Fertilizer shall be 20 -10 -20 ontl applied at 350 Ibs /oc. Dlso fertilizer into top 3" of soil. 3- Dormant lead mix shall be usetl after November 1 when temperatures tlo not ex ... a0' F, using sp..l— a Nocs shell b placed o e bgreater than e2" 'n depth. 4. Any seededs eo srthat tlo not become esteblI'bed With vegetotl.ne shall be reseedetl .l Contractor's pence. 5- Refer to a antral schedule for seetl ontl with regards .. grading. 6. Refer oc Laudsc a Plvn for ing o ing cot'i ns and details. Adjust /reduce erosiontl ble nket m areas to be sodded. RESPONSIBLE PARTY Contact In or the responsible party for emsi.n a.no-ol i TO HE DETEWMD PROJECT LOCATION PART OF THE NW,' AND EWJ. SECTION 10 TOWNSHIP 121, RANGE 25. WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 1, BLOCK 1, AND OUTLOT A, OTTER CREEK CROSSING 1ST ADDITION. AND OUTLOT C, OTTER GREEK CROSSING 3RD ADDITION, WRIGHT COUNTY, MINNESOTA PROPOSED LEGAL DESCRIPTION LOTS 1 AND 2, BLOCK 1. CLEAR CREEK ADDITION, WRIGHT COUNTY. MINNESOTA. i i *K 0 30 80 20 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY. MEYER ROBLIN LAND SERVICES 708 1st AVENUE HE BUFFALO, MN 55313 BENCHMARK' TOP NUT HYDRANT ON DALTON AVENUE S0UIHEAST CURB LINE LOCATED APPROXIMATELY 195 FT NORTHEAST OF BALTON WAY INTERSECTION. ELEV =943.27 I I I II I II O ,� I I 0 h 'm i i I — CST i O O E ED i U r i I I � II I GO � � � I I I � I � I C ----P------------ . I I o i � 1 I I I Q �I III U) I � ' I I I ii,°,)rnoN 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 II I I INDEX OF CIVIL SITE DRAWINGS: I fl CO PROJECT LOCATION PLAN C1 PRELIMINARY PLAT S' SITE PLAN C2 GRADING AND DRAINAGE PLAN i 11 C3 SANITARY AND WATER UTILITY PLAN I C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS I C9 TRUCK TURNING AND CIRCULATION PLAN GIG SITE LIGHTING PLAN FILE NO. 00601 0 h 'm 3 U m O O U U FILE NO. 00601 /, D DEMOLITION NOTES I '� 1 11 i I I I I I I 1 1. I Install perimeter sediment controls as soon as possible during clear and grub PROJECT LOCATION / �" I I I I I I I I 2 2. P apaTasans. s o a ao Bo r2D / I I I I I I R Representatives. Take necessary measures to keep dust levels to o minimum. P PART OF THE NWJ AND SWj. I I I I� � I I I I 1 1 E 3. L Engineer. W WRIGHT COUNTY, MINNESOTA. G GRAPHIC SCALE IN FEET I I I I I I I I I y y - - s shown are based on bast available Information antl are not guaranteetl. Contoot I I I I 1 I I I ; -- 4 - p 4. R pre °etc curry service Tor aisconnection one removal. E EXISTING LEGAL DESCRIPTION SURVEY DATA I I � I I I 5. P or relocate all existing site t LOT 1, BLOCK 1, AND OUTLOT A, � -I-� , O I � 5 existing site features that are to remain tlurinq construction. R ANp OUTLOT C, M SURVEY INFORMATION PROVIDED BY. I I I , T I 6 // i 6. P Pavement shall be saw cut at limits of removal unless noted otherwise. Do not O OTTER GREEK CROSSING 3RD ADDTION, ] ]08 1st AVENUE NE I I I C_ � I � � / impede existing traffic circulation to adjacent businesses or streets. W WRIGHT COUNTY, MINNESOTA. B BUFFALO, MN 55313 I I I I I 1 1 � �. S Sufficient topsail shall be stockpiled to allow for the replacement of 6" of B BENCHMARKi I I I I I C C I /' t a. A topsoil in disturbed areas to be re- vegetated. T PROPOSED LEGAL DESCRIPTION s TOP NUT HYDRANT ON DgLTON gVENUE I 1 1 R R � I s shall parking, loading, or unloading be allowed on public streets. g LOTS 1 AND 2, BLOCK 1. gPPROXIMATELY 195 FT NORTHEgST OF I - `�'yJt� � - -____ � I I 9 9. S Storage of materials or equipment shall not be allowed within public C CLEAR CREEK ADDITION, D DALTON WAY INTERSECTION. �� I - -� � I � I I M � , MY /�i= -- � - � - - � � � � I � , � - - - - -- � y� - I � � l / / � � � �= 5'flf2 s s t rN�pl_R29 � /� 1 y.` � � � T TO13' AYENUE �E. ...,1- y;es - -. vsz/ s - u =sx�zo � � �� � � �, DAL XxooLnBL�. �e AND PAVEMENT ` z / � 7 7's3s T T WM'9^)a95 ` � 6 NN7S�� II i I INV =9 - - c- S -'�>i` - gzeR � � - - I I ' A S , ,a, .yvc � ' m ?�1 3. 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S S I \'[?�t:= y�;��ola�a��aw / � QTTE j� tai "sires;- `szss;� �� I� r, ;1 II 1, -- I ----- �� - - - -- � I R CREEK '- 9' FI11 1, �� `'` �_, 1, � � -, - ��� �` � � i �, CROSSi'NG ��}' ADDITION I '� I II I INDEX OF CIVIL SITE DRAWINGS: g �______ _- 938____ \ I "\ i / � � I 1 / II I / I I ; -'- �� � 1L � � � / I � / ® I � i CO PROJECT LOCATION PLAN I �. I -_ 1 it _ -� � l 1 � I I C1 PRELIMINARY PLAT SITE PLAN __sea____________ s I r i � - -sao_ v l /� I / / I I NA -�-__ I ��_ -- �, \ / - I / � p ,� / I I C2 GRADING AND DRAT GE PLAN � �� l � i _ �� \ \ � � �\ 1 W I I \ I I C3 SANITARY AND WATER UTILITY PLAN �.\ `� I / i' I / ___. �'.�� ,_ - _ _ li i � I \ / /'/ � 1 i \ /� I i G4 STORM SEWER UTILITY PLAN y v v I_ _ -- � -_, _942__ �_ } I I I is I I I I I I � / I C5 LANDSCAPE PLAN �� 1v v _ - -'/ % ��,_ _ I / / j /� I I r / j i j� / I 1 C6 STORM WATER POLLUTION PREVENTION PLAN _.__ __— _, -- _ - -- 1 \ 11 ;; - - - -� ��_yaa_ - -�� �I � � � / �' I 1 � I I I I J I I G7 EXISTING GON DITIONS AND REMOVALS PLAN I`��, \\ \ \ - -_-_, __ -_ - �� I I 1 I ( I I I I CS DETAILS II I, � - , -- -- X46 - - -- , -, 1 � / � � � I 1 r I i i i I I C9 TRUCK TURNING AND CIRCULATION PLAN ' T I I r I I C10 SITE LIGHTING PLAN U a b M � M U Q b Ty a h N 4' V � y� f� O ,� <{ U � 3� °'"'� 1� � 0 � N ^' t\ W � � a U �� _~ m ^'�^' � �1/ U � U 7 m > a v � t� QZQ /MA� � (a lQ � J VW Z � Z ~a W � °z¢ ai W H � O g O � � z� cc t V H C 0 � W O¢ /� AV I- 0 W o. �-� i � 2 I .� � 4�iV � NEE e� � € z w I o�E°„ gg w� �g cio�m $Eg � �� - vn aka; s =�E� v �w �$Eo ¢ �a�t `g `B h o m m � m W P„ 3 U U O O U FlL£ N0. 00607 C/ Existing Conditions end Remove /s Plan o. �-� i � 2 I .� � 4�iV � NEE e� � € z w I o�E°„ gg w� �g cio�m $Eg � �� - vn aka; s =�E� v �w �$Eo ¢ �a�t `g `B h o m m � m W P„ 3 U U O O U FlL£ N0. 00607 C/ Existing Conditions end Remove /s Plan h o m m � m W P„ 3 U U O O U FlL£ N0. 00607 C/ Existing Conditions end Remove /s Plan FlL£ N0. 00607 C/ Existing Conditions end Remove /s Plan - I sr:=a jj k ep� L�ar3' GRASS TURF SEEDING AS APPROPRIATE FOR BASIN GENERAL NOTES: --A e ��� �Fi9,E,bl llmnas 4:1 MAX SIDE SLOPE UNDISTURBED AND /OR UNCOMPACTED INSITU SOIL 1) INSTALL ALL TEMPORARY EROSION CONTROL MEASURES (IN ACCORDANCE WITH MODOT GENERAL CONDITIONS 2573) PRIOR TO THE START OF ANY CONSTRUCTION OPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE. 2) INSTALL STORM DRAIN INLET PROTECTION TO PREVENT CLOGGING OF THE STORM SEWER AND SEDIMENT LOADS TO DOWNSTREAM STORM WATER FACILITIES OR WATERBODIES. 3) IF THE STORM WATER BMP IS BEING DESIGNED TO SERVE AS A TEMPORARY SEDIMENT BASIN, GRADE THE BMP TO WITHIN 18" ABOVE THE FINAL GRADE TO PROTECT THE UNDERLYING MATERIAL FROM CLOGGING. ONCE CONSTRUCTION IN THE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED AND THE SITE IS STABILIZED, EXCAVATE THE INFILTRATION BASIN TO FINAL GRADE AND COMPLETE CONSTRUCTION OF THE INFILTRATION BASIN. 4) GRADING OF THE INFILTRATION BASIN SHALL BE ACCOMPLISHED USING LOW- IMPACT EARTH MOVING EOU EVENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 5) EXCAVATE THE INFILTRATION BASIN TO THE SPECIFIED DEPTH (ELEVATION). ALL SUB MATERIAL BELOW THE SPECIFIED ELEVATION SHALL BE LEFT UNDISTURBED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6) GRADE TO THE DEPTH (ELEVATION) SPECIFIED IN THE CONSTRUCTION DOCUMENTS UNLESS OTHERWISE DIRECTED BY THE ENGINEER, I W o 'STRAW c MULCH F I TYPE 3 INDEX OF CIVIL SITE DRAWINGS: ,; k I �Mr4vd NMe NEm ].r �1 �8��1. w 0 LOCATION --A e ��� �Fi9,E,bl llmnas 4:1 MAX SIDE SLOPE UNDISTURBED AND /OR UNCOMPACTED INSITU SOIL 1) INSTALL ALL TEMPORARY EROSION CONTROL MEASURES (IN ACCORDANCE WITH MODOT GENERAL CONDITIONS 2573) PRIOR TO THE START OF ANY CONSTRUCTION OPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE. 2) INSTALL STORM DRAIN INLET PROTECTION TO PREVENT CLOGGING OF THE STORM SEWER AND SEDIMENT LOADS TO DOWNSTREAM STORM WATER FACILITIES OR WATERBODIES. 3) IF THE STORM WATER BMP IS BEING DESIGNED TO SERVE AS A TEMPORARY SEDIMENT BASIN, GRADE THE BMP TO WITHIN 18" ABOVE THE FINAL GRADE TO PROTECT THE UNDERLYING MATERIAL FROM CLOGGING. ONCE CONSTRUCTION IN THE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED AND THE SITE IS STABILIZED, EXCAVATE THE INFILTRATION BASIN TO FINAL GRADE AND COMPLETE CONSTRUCTION OF THE INFILTRATION BASIN. 4) GRADING OF THE INFILTRATION BASIN SHALL BE ACCOMPLISHED USING LOW- IMPACT EARTH MOVING EOU EVENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 5) EXCAVATE THE INFILTRATION BASIN TO THE SPECIFIED DEPTH (ELEVATION). ALL SUB MATERIAL BELOW THE SPECIFIED ELEVATION SHALL BE LEFT UNDISTURBED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6) GRADE TO THE DEPTH (ELEVATION) SPECIFIED IN THE CONSTRUCTION DOCUMENTS UNLESS OTHERWISE DIRECTED BY THE ENGINEER, I W o 'STRAW c MULCH F I TYPE 3 4:1 MAX SIDE SLOPE .- E1 _. .. ELY = VARIES TOP BASIN ELY = 931.50 BOTTOM BASIN ELV = 930.50 1' DEPTH AMMENDED SOIL MEDIUM; SEE GENERAL NOTES ITEM 9. TYPICAL INFILTRATION BASIN CROSS- SECTION NOT TO SCALE 7) IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL WILL NEED TO BE REMOVED FROM THE INFILTRATION BASIN PRIOR TO INITIATING THE NEXT STEP IN THE INFILTRATION BASIN CONSTRUCTION PROCESS. THIS IS ESPECIALLY IMPORTANT IF THE INFILTRATION BASIN HAS BEEN DESIGNED TO INFILTRATE STORM WATER: SEDIMENT THAT HAS BEEN WASHED INTO THE INFILTRATION BASIN DURING THE EXCAVATION PROCESS CAN SEAL THE PERMEABLE MATERIAL, SIGNIFICANTLY REDUCING THE INFILTRATION CAPACITY OF THE SOILS. 8) MATERIAL EXCAVATED FROM THE INFILTRATION BASINS SHALL BE DISPOSED OFF -SITE. 9) INFILTRATION BASINS SHALL BE OVER - EXCAVATED TO SPECIFIED DEPTH AND FILLED WITH A WELL BLENDED MIXTURE OF 50 % -60% SEMI - COURSE WASHED SAND; 20 % -30% TOP SOIL; 20 % -30% MRDCT GRADE 2 COMPOST. 10) INFILTRATION BASIN TO BE SEEDED WITH SPECIFIED RAINGARDEN SEED MIX OR APPROVED EQUAL SEEDING SHALL CONFORM TO MODOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, PLANTING SPECIFICATION 3876. 2005 EDITION. 11) PORTIONS OF INFILTRATION BASINS TO BE SEEDED SHALL BE MULCHED WITH CLEAN GRAIN STRAW (MODOT TYPE 3) AT A RATE OF 2 TONS PER ACRE. 12) SEEDING AND INSTALLATION OF ANY EROSION CONTROL BLANKET NECESSARY SHALL BE COMPLETED WITHIN SEVEN DAYS (7) DAYS OF FINAL GRADING. liflftlilifi&i1 Ilidq,li' TIE��iiiduklii '�j iili&Jw6iiii °Iaiiililuill i il{ olll,ii. i M iP] � �mrw aw.•" , T. TP.rc MI.FPnm CONSTRUCTION SEQUENCING 1) CONTRACTOR SHALL PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES FROM THE TIME SILT FENCE 15 INSTALLED UNTIL FINAL APPROVAL OF THE INFILTRATION BASINS, 2) INSTALL SILT FENCE ALONG THE PERIMETER OF THE SITE TO PREVENT SEDIMENT FROM LEAVING THE SITE DURING THE CONSTRUCTION PROCESS, 3) ALL DOWNGRADIENT PERIMETER SEDIMENT - CONTROL BMPS MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND- DISTURBING ACTIVITY BEGINS, 4) REMOVE TOPSOIL FROM THE SITE AND PLACE IN TEMPORARY STOCKPILE LOCATION. TEMPORARY SEED THE STOCKPILE AND SURROUND WITH SILT FENCE. 5) ROUGH GRADE THE SEE, IF THE INFILTRATION BASINS ARE GOING TO BE USED FOR TEMPORARY SEDIMENT CONTROL, GRADE THE INFILTRATION BASINS TO WITHIN 18` ABOVE THE FINAL GRADE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6) INSTALL SILT FENCE UP- GRADIENT OF INFILTRATIN BASIN TO PROTECT INFILTRATION AREA FROM SEDIMENTATION AND SOIL COMPACTION, 7) CONSTRUCT SITE IMPROVEMENTS TAKING THE LOCATION AND FUNCTION OF STORM WATER BMPS INTO CONSIDERATION, 8) TEMPORARY SEED AND MULCH DISTURBED AREAS ON SITE AS APPROPRIATE, 9) INSTALL UNDERGROUND UTILITIES (WATER, SANITARY SEWER, ELECTRIC AND PHONE) TAKING THE LOCATIONS AND FUNCTION OF STORM WATER BMPS INTO CONSIDERATION. 10) PERFORM ALL OTHER SITE IMPROVEMENTS TAKING THE LOCATION AND FUNCTION OF THE STORM WATER BMPS INTO CONSIDERATION. 11) FINAL GRADE THE SITE AND FINE GRADE INFILTRATION BASIN. AFTER INFILTRATIOON BASIN FINAL GRADING AND PRIOR TO PLACEMENT OF AMMENDED SOIL MEDIA THE BASIN FLOOR MUST BE TILLED TO A DEPTH OF AT LEAST TWELVE (12) INCHES TO PROVIDE A WELL- AERATED, POROUS SURFACE TEXTURE. 12) INSTALL AMMENDED SOIL MEDIA IN INFILTRATION BASIN AND INSTALL PERMANENT SOIL STABILIZATION. 13) STABILIZE THE SITE BY INSTALLATION OF SOD. NATIVE SEEDING; AND PLANTINGS OF THE INFILTRATION BASIN AND LANDSCAPING PLAN AND INSTALL EROSION CONTROL BLANKET. 14) REMOVE THE SILT FENCE AFTER THE SITE IS STABILIZED PER PROJECT ENGINEER APPROVAL cA Fns' �� �Rnlh. /lbrl�snbr ' ,mod, ma=r crr ^`- I_�i. aLw.W�u. ���li q, `rwn lr.lile, INDEX OF CIVIL SITE DRAWINGS: ,; a .;I 2 0 LOCATION w� Cl PRELIMINARY PLAT / SITE PLAN RAIN GUAR III TURRET PRETREAT{VENT CHANBER �. 1 � ' BRIREMNTION PONDING DIII t' TYPICAL DETAIL 4:1 MAX SIDE SLOPE .- E1 _. .. ELY = VARIES TOP BASIN ELY = 931.50 BOTTOM BASIN ELV = 930.50 1' DEPTH AMMENDED SOIL MEDIUM; SEE GENERAL NOTES ITEM 9. TYPICAL INFILTRATION BASIN CROSS- SECTION NOT TO SCALE 7) IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL WILL NEED TO BE REMOVED FROM THE INFILTRATION BASIN PRIOR TO INITIATING THE NEXT STEP IN THE INFILTRATION BASIN CONSTRUCTION PROCESS. THIS IS ESPECIALLY IMPORTANT IF THE INFILTRATION BASIN HAS BEEN DESIGNED TO INFILTRATE STORM WATER: SEDIMENT THAT HAS BEEN WASHED INTO THE INFILTRATION BASIN DURING THE EXCAVATION PROCESS CAN SEAL THE PERMEABLE MATERIAL, SIGNIFICANTLY REDUCING THE INFILTRATION CAPACITY OF THE SOILS. 8) MATERIAL EXCAVATED FROM THE INFILTRATION BASINS SHALL BE DISPOSED OFF -SITE. 9) INFILTRATION BASINS SHALL BE OVER - EXCAVATED TO SPECIFIED DEPTH AND FILLED WITH A WELL BLENDED MIXTURE OF 50 % -60% SEMI - COURSE WASHED SAND; 20 % -30% TOP SOIL; 20 % -30% MRDCT GRADE 2 COMPOST. 10) INFILTRATION BASIN TO BE SEEDED WITH SPECIFIED RAINGARDEN SEED MIX OR APPROVED EQUAL SEEDING SHALL CONFORM TO MODOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, PLANTING SPECIFICATION 3876. 2005 EDITION. 11) PORTIONS OF INFILTRATION BASINS TO BE SEEDED SHALL BE MULCHED WITH CLEAN GRAIN STRAW (MODOT TYPE 3) AT A RATE OF 2 TONS PER ACRE. 12) SEEDING AND INSTALLATION OF ANY EROSION CONTROL BLANKET NECESSARY SHALL BE COMPLETED WITHIN SEVEN DAYS (7) DAYS OF FINAL GRADING. liflftlilifi&i1 Ilidq,li' TIE��iiiduklii '�j iili&Jw6iiii °Iaiiililuill i il{ olll,ii. i M iP] � �mrw aw.•" , T. TP.rc MI.FPnm CONSTRUCTION SEQUENCING 1) CONTRACTOR SHALL PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES FROM THE TIME SILT FENCE 15 INSTALLED UNTIL FINAL APPROVAL OF THE INFILTRATION BASINS, 2) INSTALL SILT FENCE ALONG THE PERIMETER OF THE SITE TO PREVENT SEDIMENT FROM LEAVING THE SITE DURING THE CONSTRUCTION PROCESS, 3) ALL DOWNGRADIENT PERIMETER SEDIMENT - CONTROL BMPS MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND- DISTURBING ACTIVITY BEGINS, 4) REMOVE TOPSOIL FROM THE SITE AND PLACE IN TEMPORARY STOCKPILE LOCATION. TEMPORARY SEED THE STOCKPILE AND SURROUND WITH SILT FENCE. 5) ROUGH GRADE THE SEE, IF THE INFILTRATION BASINS ARE GOING TO BE USED FOR TEMPORARY SEDIMENT CONTROL, GRADE THE INFILTRATION BASINS TO WITHIN 18` ABOVE THE FINAL GRADE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6) INSTALL SILT FENCE UP- GRADIENT OF INFILTRATIN BASIN TO PROTECT INFILTRATION AREA FROM SEDIMENTATION AND SOIL COMPACTION, 7) CONSTRUCT SITE IMPROVEMENTS TAKING THE LOCATION AND FUNCTION OF STORM WATER BMPS INTO CONSIDERATION, 8) TEMPORARY SEED AND MULCH DISTURBED AREAS ON SITE AS APPROPRIATE, 9) INSTALL UNDERGROUND UTILITIES (WATER, SANITARY SEWER, ELECTRIC AND PHONE) TAKING THE LOCATIONS AND FUNCTION OF STORM WATER BMPS INTO CONSIDERATION. 10) PERFORM ALL OTHER SITE IMPROVEMENTS TAKING THE LOCATION AND FUNCTION OF THE STORM WATER BMPS INTO CONSIDERATION. 11) FINAL GRADE THE SITE AND FINE GRADE INFILTRATION BASIN. AFTER INFILTRATIOON BASIN FINAL GRADING AND PRIOR TO PLACEMENT OF AMMENDED SOIL MEDIA THE BASIN FLOOR MUST BE TILLED TO A DEPTH OF AT LEAST TWELVE (12) INCHES TO PROVIDE A WELL- AERATED, POROUS SURFACE TEXTURE. 12) INSTALL AMMENDED SOIL MEDIA IN INFILTRATION BASIN AND INSTALL PERMANENT SOIL STABILIZATION. 13) STABILIZE THE SITE BY INSTALLATION OF SOD. NATIVE SEEDING; AND PLANTINGS OF THE INFILTRATION BASIN AND LANDSCAPING PLAN AND INSTALL EROSION CONTROL BLANKET. 14) REMOVE THE SILT FENCE AFTER THE SITE IS STABILIZED PER PROJECT ENGINEER APPROVAL cA Fns' �� �Rnlh. /lbrl�snbr ' ,mod, ma=r crr ^`- I_�i. aLw.W�u. ���li q, `rwn lr.lile, I W/EA24.1UM IN..0 WEAR COURSE SP e n SP 2360 I WB }BOiBUMIN0U5 BASE COURSE SPN 2 POOL SPEC 2360 6" Cl S p CAACEFCXTE BASE Mn 8 7I�IEIT IE31 SUESENCE PREPARATON TOP LL 6" TO PASS PROOF ROLL III -QI= LIGHT DUTY GUARD POST BOLLARD DETAIL 18" WHITE ON BLUE BLACK ON WHITE W/ 1.5" LETTERS �. HANDICAP SIGN THIS SIGN TYP @EACH HANDICAP PARKING SPACE " GALVANIZED STEEL POLE FINISH GRADE IETE I r' Ii 1D„ HANDICAP SIGN / BT M NOUS WEAR COURSE SPWFA2 .. ... T SPEC 2360 2 /2 BTUMINOUS BASE COURSE MPDOT SPEC 2360 CIASSEC 30GREOATE B45E M—H Se SURD ., PREPARATION TOP \ 6" TO PASS PROOF ROLL HEAVY DUTY BITUMINOUS PAVEMENT NOTE.- SOILS SPECIFCATONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT MNDOT .SPEC 2461 RNUtAR BORROW MNDOT SPEC3149CE �II��EII W 6YBORANE PREPARATON TOP - mIIBEI�I TO PASS Pft00F ROLL NOTES: 1. CON RETE MIX SHALL CONFORM TO MNDOT SPEC 2451 FOR PuC CEMENT N1. A FOR M EMENT ONCRETE PLACEMENT SHALLLCI RE RM TO MNDOT SPEC. 2301 CE THE CONTRACTION JOINTS AT e'-0" O.C. } coNTRACTOR SHALL SPA 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE USTEO SPECIFICATIONS CONCRETE PAVEMENT - SIDEWALK 6" CONCRETE PAVEMENT 6" SELECT O—P f BORROW r MNDOT SPEC N 314928 V TO PPASS PROOF ROLL OP NOTES: t. CONCRETE MHx SHALL CONFORM TO MN OT SPE C. 2461 FORM PLACEMENT o. L PLACEMENT 2, CONCRETE PLACEMENT SHALL CONFIRM TO NNOOT SPEC. 23 CONTRACTOR 3. THE CONTRACTION JOINTS AT IR -O" CC. 4, SOLS SPECIFICAi ONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - HEAVY DUTY INDEX OF CIVIL SITE DRAWINGS: JAI O 2 0 LOCATION w� Cl PRELIMINARY PLAT / SITE PLAN RAIN GUAR III TURRET PRETREAT{VENT CHANBER �. 1 � ' BRIREMNTION PONDING DIII t' TYPICAL DETAIL O U I W/EA24.1UM IN..0 WEAR COURSE SP e n SP 2360 I WB }BOiBUMIN0U5 BASE COURSE SPN 2 POOL SPEC 2360 6" Cl S p CAACEFCXTE BASE Mn 8 7I�IEIT IE31 SUESENCE PREPARATON TOP LL 6" TO PASS PROOF ROLL III -QI= LIGHT DUTY GUARD POST BOLLARD DETAIL 18" WHITE ON BLUE BLACK ON WHITE W/ 1.5" LETTERS �. HANDICAP SIGN THIS SIGN TYP @EACH HANDICAP PARKING SPACE " GALVANIZED STEEL POLE FINISH GRADE IETE I r' Ii 1D„ HANDICAP SIGN / BT M NOUS WEAR COURSE SPWFA2 .. ... T SPEC 2360 2 /2 BTUMINOUS BASE COURSE MPDOT SPEC 2360 CIASSEC 30GREOATE B45E M—H Se SURD ., PREPARATION TOP \ 6" TO PASS PROOF ROLL HEAVY DUTY BITUMINOUS PAVEMENT NOTE.- SOILS SPECIFCATONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT MNDOT .SPEC 2461 RNUtAR BORROW MNDOT SPEC3149CE �II��EII W 6YBORANE PREPARATON TOP - mIIBEI�I TO PASS Pft00F ROLL NOTES: 1. CON RETE MIX SHALL CONFORM TO MNDOT SPEC 2451 FOR PuC CEMENT N1. A FOR M EMENT ONCRETE PLACEMENT SHALLLCI RE RM TO MNDOT SPEC. 2301 CE THE CONTRACTION JOINTS AT e'-0" O.C. } coNTRACTOR SHALL SPA 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE USTEO SPECIFICATIONS CONCRETE PAVEMENT - SIDEWALK 6" CONCRETE PAVEMENT 6" SELECT O—P f BORROW r MNDOT SPEC N 314928 V TO PPASS PROOF ROLL OP NOTES: t. CONCRETE MHx SHALL CONFORM TO MN OT SPE C. 2461 FORM PLACEMENT o. L PLACEMENT 2, CONCRETE PLACEMENT SHALL CONFIRM TO NNOOT SPEC. 23 CONTRACTOR 3. THE CONTRACTION JOINTS AT IR -O" CC. 4, SOLS SPECIFICAi ONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - HEAVY DUTY U a a � M o� �a h a � o c a � � o _~ m U � U 7 >a M� � W W Ul E Lu ca P oW N m co ro to ro a ro C �O m m i� U� CC0 c C co INDEX OF CIVIL SITE DRAWINGS: JAI O 2 0 LOCATION w� Cl PRELIMINARY PLAT / SITE PLAN cc- C2 GRADING AND O U WATT ER UTILITY PLAN C4 C5 STORM SEWER PLAN LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN U a a � M o� �a h a � o c a � � o _~ m U � U 7 >a M� � W W Ul E Lu ca P oW N m co ro to ro a ro C �O m m i� U� CC0 c C co FILE NO. 00601 PINK j JAI O 2 h w� �g UOm a`' cc- O O U U FILE NO. 00601 PINK j O h 3 m U 0 O O U U FILE NO. 00601 PINK j Intermed'i0te Semitrailer — WB -50 0 eralll VJidto 8 50oft Overoll Bod Hei ht I3.500ft Min Body Ground9 Clearance 1.422ft Loak to -lock time 44.500 Oft CUrb to Curb Turning Radius 39.900ft O T T E R C R E E K / I � I / / / / / / 3 U m II G �S�Rv O l� U R I m I U PROJECT LOCATION PART OF THE NWj AND SWj. SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 1, BLOCK 1, AND ONTLOT A, OTTER CREEK CROSSING 1ST ADDITION, AND OUTLOT C, OTTER GREEK CROSSING 3RD ADDTION, WRIGHT COUNTY. MINNESOTA. PROPOSED LEGAL DESCRIPTION LOTS 1 AND 2, BLOCK 1. CLEAR CREEK ADDITION, WRIGHT COUNTY. MINNESOTA �p '� D T T E R C R E E K C R O S S I N G OTTER CREEK CROSSING �� gsY286 I�D ADDITION X"', o ao aG 20 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED By MEYER ROBLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 BENCHMARK' TOP NUT HYDRANT ON DALTON AVENUE S0 NEAST CURB LINE LOCATED APPROXIMATELY 195 FT NORTHEAST OF DALE N WAY INTERSECTION. ELEV =943.27 O I � / T � / I / I � I / / / / / / 3 U m II G �S�Rv O l� U I I m I U I � I � I � C j---- I P-- - - - - -- -� I I � I � O I I � I � I I z NDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 PRELIMINARY PLAT / SITE PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN FILE NO. 00601 0 h 'm 3 U m O O U U FILE NO. 00601 0 40 BO 720 FE MI GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED By' MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MIN 55313 BENCHMARK'. TOP NUT HYDRANT ON 01 AVENUE SOUTHEAST CURB LINE LOCATED APPROXIMATELY 195 FT NORTHEAST OF DALTON MY INTERSECTION. ELEV=94327 II II N, OR A C Ile PROJECT LOCATION PART OF THE NWj AND SW}, 5ECTI oN 10 TOWNSHIP 721, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 1, BLOCK 1 AND OUTLOT A. OTTER CREEK CROSSING 1ST ADDITION, AND G UTLOT C. OTTER CREEK CROSSING 3RD ADDITION, WRIGHT COUNTY, MINNESOTA PROPOSED LEGAL DESCRIPTION CLEAR CREEK ADDITION WRIGHT COUNTY, MINNE FIXTURES MOUNTED AT 25' INCLUDING BASE LIGHT LEVEL CALCULATED ON THE GROUND minaire Schedule nbol Qty Label Arrangement LORD. Watts Total Watts LLF Description -D is F1 SINGLE 213 3195 0.912 GLEON-AE-04-LED-ES-SL4-HSS 16 WP SINGLE 109.9 1758.4 1 0.912 GWC-AE-02-LED -EI-SL4 --82 A 2 F3 SINGLE 107 214 0.912 GUEOIT--A—E02-UED-E1-S13 -HSS 4H 1 14 SINGLE IS 56 0.912 -1 .1141 -1 1 ED 1:1 -ILL ,A $ NA K, R R� A A p A PRO POSED BUILDING x, R A FFE=935.87 1�1 S, I tor — — — — — — — — — — "K IN, 411 —TT I ,— AVENUE N E H.L ILI, Rl-� R R A % I NOTE: I REVIEW EXISTING SITE A DEVELOPMENT ELECTRICAL RECORD PLANS FOR CONDUIT C) LOCATIONS AND CONFIGURE EXTENSIONS AS NECESSARY FOR NEW LIGHTS. A v EXISTING BUILDING A _j S -T 1,10 11 1-- R- A q o S, -0- ooc R. "A /I L A A- -�/ ". , , - 0 T A A, 4, A TE, X 12, ° A "j Al i6 A A L T C. N, A 4 N �- 0)0 - LU (A cm (0 CC EL va 0 00 Z D- LU Z LU (L D1 LU VJ K� A S A S S X, 0 -4- A 0- -T + '*KW -b, 01 �� Q X-- 9p �7 INDEX OF CIVIL SITE DRAWINGS: 9 93 uo PROJECT LOCATION PLAN FILE NO. 00601 OUTLOT D REV-, W C1 PRELIMINARY PLAT / SITE PLAN CC GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C -10 C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN Site Liqhtinq Plan PHOTOMETRIC DESIGN BY: KAISER ELECTRIC 1552 FERNICORP DRIVE FENTON, MO 63026 WWW.KAISERELEC.COM - - - - - - - - - - - F TEL (636) 305-1515 --82 A A - — 7_ A A — - �—DAYTON K. I, I% ' M f flI5-jw, , $ NA K, R R� A A p A PRO POSED BUILDING x, R A FFE=935.87 1�1 S, I tor — — — — — — — — — — "K IN, 411 —TT I ,— AVENUE N E H.L ILI, Rl-� R R A % I NOTE: I REVIEW EXISTING SITE A DEVELOPMENT ELECTRICAL RECORD PLANS FOR CONDUIT C) LOCATIONS AND CONFIGURE EXTENSIONS AS NECESSARY FOR NEW LIGHTS. A v EXISTING BUILDING A _j S -T 1,10 11 1-- R- A q o S, -0- ooc R. "A /I L A A- -�/ ". , , - 0 T A A, 4, A TE, X 12, ° A "j Al i6 A A L T C. N, A 4 N �- 0)0 - LU (A cm (0 CC EL va 0 00 Z D- LU Z LU (L D1 LU VJ K� A S A S S X, 0 -4- A 0- -T + '*KW -b, 01 �� Q X-- 9p �7 INDEX OF CIVIL SITE DRAWINGS: 9 93 uo PROJECT LOCATION PLAN FILE NO. 00601 OUTLOT D REV-, W C1 PRELIMINARY PLAT / SITE PLAN CC GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C -10 C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN Site Liqhtinq Plan tor — — — — — — — — — — "K IN, 411 —TT I ,— AVENUE N E H.L ILI, Rl-� R R A % I NOTE: I REVIEW EXISTING SITE A DEVELOPMENT ELECTRICAL RECORD PLANS FOR CONDUIT C) LOCATIONS AND CONFIGURE EXTENSIONS AS NECESSARY FOR NEW LIGHTS. A v EXISTING BUILDING A _j S -T 1,10 11 1-- R- A q o S, -0- ooc R. "A /I L A A- -�/ ". , , - 0 T A A, 4, A TE, X 12, ° A "j Al i6 A A L T C. N, A 4 N �- 0)0 - LU (A cm (0 CC EL va 0 00 Z D- LU Z LU (L D1 LU VJ K� A S A S S X, 0 -4- A 0- -T + '*KW -b, 01 �� Q X-- 9p �7 INDEX OF CIVIL SITE DRAWINGS: 9 93 uo PROJECT LOCATION PLAN FILE NO. 00601 OUTLOT D REV-, W C1 PRELIMINARY PLAT / SITE PLAN CC GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C -10 C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN Site Liqhtinq Plan R R A % I NOTE: I REVIEW EXISTING SITE A DEVELOPMENT ELECTRICAL RECORD PLANS FOR CONDUIT C) LOCATIONS AND CONFIGURE EXTENSIONS AS NECESSARY FOR NEW LIGHTS. A v EXISTING BUILDING A _j S -T 1,10 11 1-- R- A q o S, -0- ooc R. "A /I L A A- -�/ ". , , - 0 T A A, 4, A TE, X 12, ° A "j Al i6 A A L T C. N, A 4 N �- 0)0 - LU (A cm (0 CC EL va 0 00 Z D- LU Z LU (L D1 LU VJ K� A S A S S X, 0 -4- A 0- -T + '*KW -b, 01 �� Q X-- 9p �7 INDEX OF CIVIL SITE DRAWINGS: 9 93 uo PROJECT LOCATION PLAN FILE NO. 00601 OUTLOT D REV-, W C1 PRELIMINARY PLAT / SITE PLAN CC GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C -10 C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN Site Liqhtinq Plan EXISTING BUILDING A _j S -T 1,10 11 1-- R- A q o S, -0- ooc R. "A /I L A A- -�/ ". , , - 0 T A A, 4, A TE, X 12, ° A "j Al i6 A A L T C. N, A 4 N �- 0)0 - LU (A cm (0 CC EL va 0 00 Z D- LU Z LU (L D1 LU VJ K� A S A S S X, 0 -4- A 0- -T + '*KW -b, 01 �� Q X-- 9p �7 INDEX OF CIVIL SITE DRAWINGS: 9 93 uo PROJECT LOCATION PLAN FILE NO. 00601 OUTLOT D REV-, W C1 PRELIMINARY PLAT / SITE PLAN CC GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C -10 C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN Site Liqhtinq Plan X 12, ° A "j Al i6 A A L T C. N, A 4 N �- 0)0 - LU (A cm (0 CC EL va 0 00 Z D- LU Z LU (L D1 LU VJ K� A S A S S X, 0 -4- A 0- -T + '*KW -b, 01 �� Q X-- 9p �7 INDEX OF CIVIL SITE DRAWINGS: 9 93 uo PROJECT LOCATION PLAN FILE NO. 00601 OUTLOT D REV-, W C1 PRELIMINARY PLAT / SITE PLAN CC GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C -10 C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN Site Liqhtinq Plan K� A S A S S X, 0 -4- A 0- -T + '*KW -b, 01 �� Q X-- 9p �7 INDEX OF CIVIL SITE DRAWINGS: 9 93 uo PROJECT LOCATION PLAN FILE NO. 00601 OUTLOT D REV-, W C1 PRELIMINARY PLAT / SITE PLAN CC GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C -10 C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN Site Liqhtinq Plan A S A S S X, 0 -4- A 0- -T + '*KW -b, 01 �� Q X-- 9p �7 INDEX OF CIVIL SITE DRAWINGS: 9 93 uo PROJECT LOCATION PLAN FILE NO. 00601 OUTLOT D REV-, W C1 PRELIMINARY PLAT / SITE PLAN CC GRADING AND DRAINAGE PLAN C3 SANITARY AND WATER UTILITY PLAN C4 STORM SEWER UTILITY PLAN C5 LANDSCAPE PLAN C6 STORM WATER POLLUTION PREVENTION PLAN C7 EXISTING CONDITIONS AND REMOVALS PLAN C -10 C8 DETAILS C9 TRUCK TURNING AND CIRCULATION PLAN C10 SITE LIGHTING PLAN Site Liqhtinq Plan SITE DATA: EASEMENT TO BE VACATED NOTE: EXISTING ZONING: 1 -1 INDUSTRIAL EXISTING DRAINAGE AND UTILITY EASEMENTS AS EXISTING LOT AREAS: DEDICATED ON EXISTING LOT 1, BLOCK 1, OTTER LOT 1: 376,663 SF = 8.65 AC CREEK CROSSING 1ST ADDITION CONFLICT WITH OUTLOT C: 51,948 SF = 1.19 AC PROPOSED BUILDING AND ARE TO BE VACATED. OUTLOT A: 217,619 SF = 4.99 AC PROPOSED FINAL PLAT OF CLEAR CREEK ADDITION TOTAL = 646,230 SF = 14.83 AC WILL RE- DEDICATE DRAINAGE AND UTILITY EASEMENTS AS APPROPRIATE. PROPOSED LOT AREAS: LOT 1: 216,683 SF = 4.97 AC (ABSTRACT TITLE) LOT 2: 159,977 SF = 3.67 AC (ABSTRACT TITLE) LOT 3: 269,569 SF = 6.19 AC (TORRENS TITLE) TOTAL = 646,230 SF = 14.83 AC EXISTING BUILDING AREA ON PROPOSED LOT 1: EXISTING BUILDING: 54,595 SF PROPOSED BUILDING AREAS ON PROPOSED LOTS 2 AND 3: PROPOSED BUILDING: 97,055 SF FUTURE BUILDING: 49,386 SF O O EXISTING IMPERVIOUS AREA 211,182 sf = 4.85 acres T O R PROPOSED IMPERVIOUS AREA 456,096 sf = 10.47 acres (INCLUDES FUTURE BUILDING AND PROOF PARKING) C O NET IMPERVIOUS AREA INCREASE 244,914 sf = 5.62 acres C 0 D � I I I _ N _ O II i NUE N.E• NEW ACCESS PROPOSED L`I'ON AV RENAMED \ DA OL BLVD, (F.K.A, S DOC NO 1p04429) -8618 CONC. CURB & GUTTER \ PER EXISTING PeD i i � C 9 c 1 1 1 1 I I 1 I I I i SETBACK: MINIMUM REQUIREMENTS LOCATION: BUILDING PARKING FRONT 30 10 INTERIOR SIDE 15 6 STREET SIDE 30 12 REAR YARD 15 6 PROJECT LOCATION PART OF THE NW4' AND SW4, SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 1, BLOCK 1, AND OUTLOT A, OTTER CREEK CROSSING 1ST ADDITION, AND OUTLOT C, OTTER CREEK CROSSING 3RD ADDITION, WRIGHT COUNTY, MINNESOTA. PROPOSED LEGAL DESCRIPTION LOTS 1 AND 2, BLOCK 1, CLEAR CREEK ADDITION, WRIGHT COUNTY, MINNESOTA. I "o TRAIL O 1 TRAIL - 4=42 R= 760.00 � O -- 559.84 - - -- b D / I - -- -369.1 3 7 °49'43 " -' - II II T II II I E - -- -- ,� I. A � TI I�- 24 °27 9 ------ - -- -� U TLOT N 11 T 11 _ _ D_ - - - - -- - N '- -- ° O O 111 S 1 ; I Lo `` 65.9 0��� EK ORC�� IN _ _ „ -30.0 _ - I y E - I O D I OTTER_ FG �G� - - ----395.25 �9� 7 I 9A'6' E N 33 °43 1 ; 11 11 - -- _- _ - - -- ' _ d �2 \ EXISTING / 112 39 % O ACCESS TO f i II o it E REMOVED D 2 r �� EXISTING GREAT RIVER ENERGY N I - �r TRANSMISSION POWER LINE - `�rn.. EASEMENT; SEE SURVEY EXISTING O ---- ; BITUMINOUS 119.0 I Q) TRAIL 16 1. 0 II �� �SOO Im so - - -- ��, TRUCK WASH AND I 1 I °'off J II MAINTENANCE I ZE v PROPOSED II m 1 � TRUCK FUEL STATION I O 11 COURT AREA O I „ I PROPOSED I o I STORM WATER I I - -B612 CONC. CURB & GUTTER------" MANAGEMENT I � I ii I O ZE _ 1111 z rr, O I nl co -0 Z�+ ° L- o m FFE= 935.87 O li I y0 OO a ~ � I u 1- -- O ° �r - -- - -- - - -- - c __ - --- _ _- __ - - - -- I P ROPOS ED ______ CLEAR ELOT 2, BL 0 CK 1, ---- - - - - -- 0 1 m PROP OS E D ADDITION � < PROPOSED BITUMINOUS : -- _-_ ----------- ° 41 BUILDING ° TRAIL I I III � 0 Doo\ o PROPOSED o 97 , 055 SF \ O o I/ TRUCK m o DOCKS z 1 m I 1 ul 1 O O _ II 41 (A /" , rn ° v O 0 O _ ------ - - - - -- - - O 0 PR O SED L0T 2 N o 11 OREEK ADD / °OK 1, --------- m I m ------------------ I EXISTING EASEMENT TO BE C x--12' OVERHEAD DOOR VACATED; SEE EASEMENT TO BE r 19.0 161.0 VACATED NOTE THIS SHEET �-• -DOOR II; ---------------------------------------- I l I I PROPOSED '1 II I I I � STORM WATER MANAGEMENT .I ��30.0 I II W • I , I I I I I I W FUTURE D ° BUILDING I - - - -- i y 49,386 SF o C I I 111 t o I I m �o � O ' CN �/1 I 12 - m N DALTON AVENUE S.E. EXISTING . SCHOOL BLVD, RENAMED I ACCESS TO mo (F.K.pER DOC. NO 1004429) ,- - -B618 CONC. CURB & GUTTER I a\ BE REMAIN 2 °39'31" 5 34 °00 00" W - -- ''--285 0 _ -4.,96- -- _- - =26 5 I� O O O 4 T p -8612 CONC. p 1 `, CURB & GUTTER N 9�OP i 1 PROPOSED L07- 1 BLOCK 1 CLEAR ORES K ADDI TIOIV EXISTING BUILDING 1 54,595 SF Co] m EXISTING TRUCK DOCKS I I n °z 2 m m m a z z a FFE= 935.87 W CI ar -1119.01 3 0. 7 ' i z z - - -- --137. 30.6 f Ii 55. 1--I ----- - - - - -- I I I i 'I II I I I I O - i 2 85 �I I O' 19.0 ° I // -- - - - - -- - - - - -� I v. psi I ' / 46 °02 ,3 G ® ®I® I® N EXISTING1 I „� `. I' --------------------------- - - - - -- - - - - -� ------------------------- - - - - -; ---------- - - - - -- --------------------------------- - - - - -- -- - - - -�- -- - -' - - -- - 8.05 - - -- CUL-DE-SAC I ® 7 E e612 coNC _ _ ij /' \` B612 CONC. k�b 1p 4 '- - °' CURB & GUTTER _ __ ______ °'� ' ' - - - - - -- �� -- I r I O - 'O� - -' /I QD O 5 31 f ~D AND - - - - -- ------------------------- - - - - -- I ;II �., �o� N 41 °02'17" ___ p 1� LITY ASEME 6'>sS ;- P RAM --- - - - - -- - __ / = =___ === - -` - - - -- -- - ------------------------------------------------ - - - - _ - - ,- 29 - - -- 348.63 -- - - --- -_ -------- ------- ------- -- - - - - -- -- - - - - -- - - - - - -- --- - - - - -7 3 -- - - -- - - - - -- FUTURE ACCESS TO _____ ____- I DELIN ON D A -- 66 .1 -- - - 67 41 °0 7" E -- I 419.10 - -- r - - -- - -- 271.24 - -- - - -- - - - -- D B CITY N �9 .26 pla F DALTON WAY AT ,/ -- - o , � - - -- 388.90 - - -- 0 TIME OF FUTURE - 1079.23 - -- I BUILDING N 41 °02' 17" E CD I � 50' SETBACK TO z o o o ? CONSTRUCTION EXISTING WETLAND or m -0 z I / �mm��z �� D U T L D T E I coo o4'��o� UPC O T T E R C R E E K C R D S S I ICI G D I EXISTING WETLAND I BOUNDARY OUTLOT D / I / I UTTER CREEK C I RDDSIOG D 1 POND WATER ELEV 6 (4/1 g/16) =928. ADDITION .ova LEGEND: 0 40 80 120 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 BENCHMARK: TOP NUT HYDRANT ON DALTON AVENUE SOUTHEAST CURB LINE LOCATED APPROXIMATELY 195 FT NORTHEAST OF DALTON WAY INTERSECTION. ELEV= 943.27 EXISTING BOUNDARY - - - - - - - - - EXISTING WETLAND BOUNDARY ----- - - - - -- PROPOSED LOT LINE ---------- - - - - -- PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED BUILDING EXISTING BUILDING EXISTING EASEMENTS TO BE VACATED i i O I m 0 I i I � i i i I O I T I III I D I O O C I 1 1 w 11 C) l I I O O I - -I _- T p -8612 CONC. p 1 `, CURB & GUTTER N 9�OP i 1 PROPOSED L07- 1 BLOCK 1 CLEAR ORES K ADDI TIOIV EXISTING BUILDING 1 54,595 SF Co] m EXISTING TRUCK DOCKS I I n °z 2 m m m a z z a FFE= 935.87 W CI ar -1119.01 3 0. 7 ' i z z - - -- --137. 30.6 f Ii 55. 1--I ----- - - - - -- I I I i 'I II I I I I O - i 2 85 �I I O' 19.0 ° I // -- - - - - -- - - - - -� I v. psi I ' / 46 °02 ,3 G ® ®I® I® N EXISTING1 I „� `. I' --------------------------- - - - - -- - - - - -� ------------------------- - - - - -; ---------- - - - - -- --------------------------------- - - - - -- -- - - - -�- -- - -' - - -- - 8.05 - - -- CUL-DE-SAC I ® 7 E e612 coNC _ _ ij /' \` B612 CONC. k�b 1p 4 '- - °' CURB & GUTTER _ __ ______ °'� ' ' - - - - - -- �� -- I r I O - 'O� - -' /I QD O 5 31 f ~D AND - - - - -- ------------------------- - - - - -- I ;II �., �o� N 41 °02'17" ___ p 1� LITY ASEME 6'>sS ;- P RAM --- - - - - -- - __ / = =___ === - -` - - - -- -- - ------------------------------------------------ - - - - _ - - ,- 29 - - -- 348.63 -- - - --- -_ -------- ------- ------- -- - - - - -- -- - - - - -- - - - - - -- --- - - - - -7 3 -- - - -- - - - - -- FUTURE ACCESS TO _____ ____- I DELIN ON D A -- 66 .1 -- - - 67 41 °0 7" E -- I 419.10 - -- r - - -- - -- 271.24 - -- - - -- - - - -- D B CITY N �9 .26 pla F DALTON WAY AT ,/ -- - o , � - - -- 388.90 - - -- 0 TIME OF FUTURE - 1079.23 - -- I BUILDING N 41 °02' 17" E CD I � 50' SETBACK TO z o o o ? CONSTRUCTION EXISTING WETLAND or m -0 z I / �mm��z �� D U T L D T E I coo o4'��o� UPC O T T E R C R E E K C R D S S I ICI G D I EXISTING WETLAND I BOUNDARY OUTLOT D / I / I UTTER CREEK C I RDDSIOG D 1 POND WATER ELEV 6 (4/1 g/16) =928. ADDITION .ova LEGEND: 0 40 80 120 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 BENCHMARK: TOP NUT HYDRANT ON DALTON AVENUE SOUTHEAST CURB LINE LOCATED APPROXIMATELY 195 FT NORTHEAST OF DALTON WAY INTERSECTION. ELEV= 943.27 EXISTING BOUNDARY - - - - - - - - - EXISTING WETLAND BOUNDARY ----- - - - - -- PROPOSED LOT LINE ---------- - - - - -- PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED BUILDING EXISTING BUILDING EXISTING EASEMENTS TO BE VACATED i i O I m 0 I i I � i i i I O I T I III I D I O P I EXISTING I ACCESS TO I BE REMAIN I I I I I I M s� M O � 0 � � M � O Ct O M ct ai W CD j E o ■ a 11, Co a C" 00- mN Co -0 to to a: w m � O m V OC c Co Co � � o t q N Q� J z W O 4.o 3 Co N (� (ND N lob a a DoE p C O(D� I O V 2 O Z W I OLO c: -6 �o tiW�ok y Co lay ate. o Q I m to E O o W � � � O cO c IWCL o� � D r o � � �a) U 4- O S A,� .c 0 O j.: .0 m q, jq) -4- v p o D N O 3 Q L 4 tZI q) � t y O N O 2 -11z -IC., Q_ 00 m W Q ti Q W O Q p V FILE NO. 00601 1 /1 Preliminary Plat O C I w C) l I I O O I - -I II 50 O O c o I O O b I I O O EXISTING BITUMINOUS TRAIL I c c J I i I 27 - I I I I I I I I M s� M O � 0 � � M � O Ct O M ct ai W CD j E o ■ a 11, Co a C" 00- mN Co -0 to to a: w m � O m V OC c Co Co � � o t q N Q� J z W O 4.o 3 Co N (� (ND N lob a a DoE p C O(D� I O V 2 O Z W I OLO c: -6 �o tiW�ok y Co lay ate. o Q I m to E O o W � � � O cO c IWCL o� � D r o � � �a) U 4- O S A,� .c 0 O j.: .0 m q, jq) -4- v p o D N O 3 Q L 4 tZI q) � t y O N O 2 -11z -IC., Q_ 00 m W Q ti Q W O Q p V FILE NO. 00601 1 /1 Preliminary Plat Q� J z W O 4.o 3 Co N (� (ND N lob a a DoE p C O(D� I O V 2 O Z W I OLO c: -6 �o tiW�ok y Co lay ate. o Q I m to E O o W � � � O cO c IWCL o� � D r o � � �a) U 4- O S A,� .c 0 O j.: .0 m q, jq) -4- v p o D N O 3 Q L 4 tZI q) � t y O N O 2 -11z -IC., Q_ 00 m W Q ti Q W O Q p V FILE NO. 00601 1 /1 Preliminary Plat 1 /1 Preliminary Plat GOPHER STATE ONE CALL TICKET CHECK STATUS about 250 feet south of culdesac Ticket Check Status Ticket Number: 1 609 7349 7 TDS METROCOM - Clear /No As of 4/13/16 8:00 CDT, participating facility owners have responded to Ticket Check as follows: Company Name Status Time Comments Typesy 3 mains - MINGASO4 ATB:T TRANSMISSION - Not yet 04/06/16 ATT01 responded 5:39 PM TDS TELECOM - Marked 04/12/16 BRDGWT01 12:52 PM CHARTER Clear /No 04/07/16 COMMUNICATIONS - TV,FO conflict 7:33 AM CHACAB03 CITY OF 04/07/16 MONTICELLO /FIBERNET E,FO,S,W Marked 11:16 AM - CMTCLO01 NUSTAR PIPELINE Nustar runs in field at end of OPERATING PART - culdesac dalton ave ne, south of KANEB01 dalton way appr ox 1000 feet and 0 Clear / No 04/11 /16 about 250 feet south of culdesac MNSDOT01 conflict 1:22 PM in front of new xcel substati on TDS METROCOM - Clear /No any questions call bill 763. 226. TDSMET01 conflict 1836 CENTER POINT ENERGY G Marked 04/11/16 3 mains - MINGASO4 11:29 AM 11:30 AM DEPARTMENT OF TRANSPORTATION - E, FO, S,TS Clear /No 04/07/16 MNSDOT01 conflict 5:28 AM TDS METROCOM - Clear /No 04/12/16 TDSMET01 conflict 12:52 PM XCEL ENERGY - XCEL01 Marked 04/11/16 11:30 AM SURVEYOR'S NOTES: 1. Matters of record are shown according to Old Republic National Title Insurance Commitment Number 51195, issued by Commercial Partners Title, LLC, Effective NOTES FOR ITEMS IN SCHEDULE B - PART II OF TITLE COMMITMENT: Date April 11, 2016. AL,'TA I j + PS LAND TITLE SURVEY 2. Pro e► v Address of Parcel 1: 3360 Chelsea Road W, Monticello, MN (no address assigned for Parcel 2 and Parcel 3) 1 -2. Not survey related. FOR 3. A subdivision plat is being proposed for this property to split the property into two lots. The description of the resulting lots will be Lot 1 and Lot 2, Block 1, 3. Relates to matters which could be disclosed by this survey. DAH LH � 11VI � R DISTRIBUTING CLEAR CREEK ADDITION after the proposed plat is recorded. The location of the proposed lot line is indicated on this drawing. The proposed lot areas are 4 -9. Not survey related. indicated below in Note #4, along with a breakdown the land areas from Parcels 1, 2, and 3 which will contribute to Lots 1 and 2. 10. Drainage and utility easements according to recorded plats are indicated 4. Gross Land Area = 14.835 Acres (646,227 Sq. Ft.) on this drawing. \ 0 Area of proposed Lot 1, Block 1, CLEAR CREEK ADDITION: 216,683 Sq. Ft. (Being a portion of Parcel 1). Vacated easements over, through, and across Lot 1, Block 1, Otter Creek \ Area of proposed Lot 2, Block 1, CLEAR CREEK ADDITION: 429,544 Sq. Ft. Crossing according to Resolution 2005 -88, recorded as Document No. A974166 Breakdown of proposed Lot 2, Block 1 area: ore not indicated on this drawing. Portion of Parcel 1: 159,977 Sq. Ft. Street name change according to Ordinance No. 441, recorded as Document No. \ \ - < ,� Entirety of Parcel 2: 51,948 Sq. Ft. A1004429 is indicated on this drawing. �1 Entirety of Parcel 3: 217,619 Sq. Ft. 11 -15. Not survey related. \ \ -A 5. Location of storm sewer, sanitary sewer, and wotermoin, and water /sewer services are shown according to observed evidence along with utility as -built drawings provided by the City of Monticello. Pipe sizes, where indicated, are shown according to as -built drawings. 16. Easement in favor of United Power Association, recorded in Book 37 of Misc., Page 434, partially released by Doc. No. 519375 is indicated on this drawing. 6. Underground utilities are shown according to ground markings per Gopher State One Call Ticket Number 160973497 (non- excavation request). Meyer - Rohlin Land \ 17. Easement in favor of United Power Association, recorded in Book 39 of Misc., Page Services is not responsible for utilities that were not marked on the ground. Location of underground utilities must be verified prior \to any excavation by 277, partially released by Doc. No. 469184 is indicated on this drawing. contacting Gopher State One Call ® 651 - 454 -0002 or gopherstoteonecall.org. See Ticket Check Status summary on this drawing foo`r list of companies & response to ticket. 18 -19. Not survey related. 0 �g3 47. According to Flood Insurance Rate Map, Community-Panel Number 270534 0015 B, Revision Date August 4, 1988, this property lies i ►� Zone X ( areas determined A / � \ to be outside the 500 -year floodplain). LJ \ \ ^ I I �� �1 I ,,392A / 8. Number of striped parking spaces: 55 (including 2 marked handicap accessible) / I�� n I I / _ J \N o \ \ < I� r \ RIM= 935.74 / N_ \ --- T �- I- u I \ L- L- \ i INV.(NE) =925.8 / \a INV.(SE /W)=931.1f / At \ 392 \ 3' _ I INV(SW)= / Lv •�' �= 935.54 i INV(NW)= 925.9RIM = 935.20 �- 933'12 RGP �Z1E 16 pIP \ URQ / Es 1 INV. =926.3 INV(SE) =929.1 �- � 15 L INV. =931.6 WOVE SW - R /17,93 , Q,v Q �G. G / - / ) -926.8 IN V 2. 2�\` _ ALrIO� vD RENAME _ N _ 24" RCP /N� (SF 2 _ 8 1 P SCN00- RIM-937.82 28 \ \ INV. =930.7 - -RII 35.51 24 RCP \ (S{�i�,9 -925 15" CID �' 1 V. =91 .0 \ \ ,3 rL= 932.31 �FK \ \ / 936.7 15" PVC _ R1M =933 p5 24 "RCP / \ s�% r3•o2' �GPS�j 595 v /A/ V. INV. =928.0 / _��7 \ \ 93 937.7 15" PVC ��S I I - I g3A -916.7 _ - - \ 0 7 _ RIM= 938.95 ; / FE.938.55 RC? _ + NC CURB CURER ITC 6 / j � s F° o I — I 15" RCP _ — —936 \�\ INV.(E /w) =934.1 INV =g34.6 15 939 �2 y / 9618 CO - TC 93� \ lNV(N) =933.3 RIM' 917 l — �— �— TC 933. I 16" — 934- — o E ��/ /�� Z Fo \ \ \ / — \NV , INV. = 931.4\ \ 2 °1 TC 934_1 ' — c 0 9 �� E 9364 N (60 INV=96.4 _933 � 5 g 00. rn 9 S _ O 93 A GAS- 2 2 /V l— !ov �_ — = _. GP' \ , \ _ /,. �- �V 934 -- \ \ \\\ �01� 00� g� 10oq 15 \ - y4 6 g 3„ ,AS� / \t J / /g�� \ 9SS6 9 �Q 95 E TRUCK- _ - �C 9S ^° �_ -, - --- ,`�,EJ�• / sz \ °/ \93 \ \ N 0 _ i \ N - I \ 5 T G N E 27 , n / > 9 RANCE„ o =8 -- - 50.0 - p0 ' / g39 3 �� 5 / �I% / / \ 12 \ 6 . SIGN �- ' d. 4 / - - -� �- -234• ° �%� / / / \ \ \ a @ 5 44p2.._ - _I SAS - - - cns f _ 55'29 _ E F9-- -9 12 °NC TTE \ 1 \\ \ I \ RCP _ 1 - _ _ _ _ _ - -26'� 3S I g6 C 00 R \ 9�0°JgSc➢o'rcr + \�E / BPS/ 1 (PER ASP ENS -935 935.0 \` F ° \(� GURg 34 \ \ 1 1 \ ( \ / R\N E w 9 GAS/r Jy � r\ 6 'T Q �T X935 , I 1 I 936 O 6 , \ \ n \ I < — A BPS / ✓\ ✓/ / / Q' ' 953 �� / / { I \ ±955 \ 95 >/ 3s� 9 935 0 W — `� 95S `95\ V \ V ` o \ 9 C \ I \ \ \ ( TC I TO w 6 l \ \ O r� m s \ S \ _ .o y % \ I \ P o \ N \ \ _J C I I J I 1 o `x' 53.9 6 \ 1 \ CJ IJ' \ 2G o / 6 �P 1 / 2j'SJO i I I \ o O1TER� /�G 9535 '351 1 - - - - -- __ \ 4y �T I1\ r' / r \ � \ ���� +'9 I 6 9 `s \ - -- 9612 GONC URg �'� �\ ° I v V a Cr1 10 S I �� I \c '� r1 / TC 941. 1i y -- FFE'935g7 i CREEK ADDITION -- "" o PEA Oj 0 9 �\ \ CLEAR ° o �6 \ ( I \ I \ \\ � \ \ `;R +'9 o __ PROPOSED 1 , BLOCK 1 , �1 u ?� \ 9 8 I 1 I T CJ \ mss, 0 1 ✓, �S A6< C/O, eos ` I \ TC9 SQ> r W " I w, I + I 1 \� o l \ I I ° 9 \ A,, I \ 15 RG 2G \ +9A sr2, 3,.. \ \ \ \\ I \ C- \ ' <` ITC'95g � � w ° I DING \�8„ / � \ \ / � � \ �. ��, \\�� o m p00R 7 - -��s \ by 9�s = 9 _ _' -� \ \ \ \ \ \ \\ I \ > \ \ 1 "1 I` 955 �� N°o z 53.9Z PARCEL 1 X G \ O S �n l �1 _A r 1 \� 1 O d I I I I +9� < _ O U1 �o z I I I 8" Q i � rn c'9Q ?�� �, � � \ \\ \ \ I I \ I \ `\ I I <�'- T-- 'N�S�S6 I g36.0 � /G\9 5s ( \ '9 T4) w 9 7 1 w - I - -- / 11�� wN D 0 ° ° I� °\ \ I - -- �\ o m \\ \ \ \ \ I N� I \� \ I OApINC353,,�� 953 °° ° \1 \ \ I \ OQ., J \ )PARCEL 3 �� ��— VERHEED DOOR , 2\ 8 I \\ 1 \ \ I I o �� C� \ 8 ° \ \ \ \`� 9� 1 C]�O m? N O M i ( 0O O \ \ \ \ / I ( \ N \ \. \ I I l ` -1 / //I R i \ `�, A ��` "_� ° 2c O' `9„� -° _ °- =935. O O m \ l� \\ �� \ \ ��` I \ o_ \\ \ I I d': / / +95 -D0 j 1 I � —0HE 014 .E E E .T T T -TV N TV —GAS GAs FO FO FO FM FM-- Fk I I • 0 D � 0 X" X„ -950- - ---- 952 - -- x 952.0 El 0 ED 0 o-- Il 0 0 o a 0 a � 0 o a OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE CABLE TV BURIED GAS BURIED FIBER OPTIC FORCEMAIN SANITARY SEWER STORM SEWER WATERMAIN SANITARY MANHOLE CATCH BASIN STORM MANHOLE FLARED END SECTION HYDRANT GATE VALVE DECIDUOUS TREE (DIA. IN INCHES INDICATED) CONIFEROUS TREE (DIA. IN INCHES INDICATED) INDEX CONTOUR INTERMEDIATE CONTOUR SPOT ELEVATION TELEPHONE RISER FIBER OPTIC BOX POWER BOX ELECTRIC METER GAS METER FLAG POLE SIGN UNDERGROUND GAS MARKER UNDERGROUND FIBER OPTIC MARKER LIGHT POLE GUARD POST APPROXIMATE EDGE OF WETLAND MAIL BOX BITUMINOUS SURFACE CONCRETE SURFACE N: \Land Projects \16172 - Dahlheimer Dist \dwg \ALTA \16172 ALTA.dwg ' I I \ m \ PARCEL 2 4 \ ) ` P I ° ° a v \ +95� o �I o m 2 CA \ \ \ - DU') M-,3 D I TI O N - - - - - -\ \ . \ Q o CR\fCE 93 - ° ' ° 93 OC), CLEAR \ F T C I 1 I CD Q�I rn o"' ° ` T 2, o �D o' ?6 R 9 \ > \P \ -9A3S0_gUILi 0) 9 5 m i I G AIS) \ \ \ I I \ \ \ 9 ?/k g' ?I 'G 5 9 N�x /6612 CONC. \ o \ I \ \ 9 1 & GUTTER °s \`n tv �\ I \ I \ \ \ \ = 3� / / ° ° ° ° i�,�9 �ya'c, CURB �I r O I \ I \ I I 1 r�Oj \ I `�\ +'9 \ \ �� ' / // - °Q %�'i." 02,39 E I IJ / S \ _ i 25 ° - -7� "° X27, p/ 3� o co I I ( I I I ( \ \ I� / / / T /\ ' �� \ I a I 1 I \ \ I I \ \ \ 1� \ ' \ \` 5 ' ? / �° \ �� ``qs �q �c �F �\ T \ �i \ ` \ 9 / n 9i / �o � r • � 9 \ ® ° 6 / ' '1 'L 95 % ? �� - -9y o wo 4 3 Q 7 9f 55 . 1 6 i '�; ) J ,' ' d 61 � P 8 — -- s UC - EASEMENI' �g 6 / t N / w 4214• / . - RC P 55 9 2 ° ° / -- , ANUTILITY D E 7 , / _ < 28 ��j�j" / �� - - -- of T)• \ - - - ✓ ® \ / 1j �1 / \ EDOE 1E0� V. =929.9 / � \ � NOT 937 388. 26j 0 10 > o O�U° / 90- B12 & cIER 6), Rg u 6 p.4 p91 I o c) \ \ I \ \ Y / L� 00 5'4 o' \ I /�5 +9��� 141, \ I I I \ / \\ \ /,p \ \ \\ \ q.1'0217„'_- G /' - / , A II I I I 'I'/N '�O o I I I I \ \ \ \ m \ �'c9T0\ N ", 2� 0 4'6p\ \ `�i m F 5 6., j , / I - / / i ✓ i I I l / X932 r I \ 1 " RU s I I �' / VA \ 5'6 _ - -111) * E --- / __1 i ) �. -- r \933 N 41 o E L- \ _ 40.4 7 19 +19 , 1�1 i - _ - __ 690.33 / + / I O `l _ - - 9 G FC) -" DIP o \ \ \ \ / , i I9Si 5p/ r935-,,\ 5/16 \ m St5 4/2 o _2 Z I 10.4 0) ) \� ° o _ I / �� z j� I +955 To Dahlheimer Beverage, LLC and Old Republic National Title Insurance Company: / 8 / n N g /'g3 i �SQQ This is to certify that this map or plat and the survey on which it is based were .p � ,'95 '926' �. I mode in accordance with the 2016 Minimum Standard Detail Requirements for 38 �9 � I `J - I P DESCRIPTIONS, . ALTA NSPS Land Title Surveys, jointly established and adopted b ALTA and NSPS, PROPERTY � y � y p y L I'' and includes items 1, 2, 3, 4, 5, 8, 9, and 11 of Table A thereof. The fieldwork \ _ - \\ 1G� 938° Parcel 1 was completed in April 2016. RGP \\ o �' yQ _ _939_ — _ +9 Lot 1, Block 1, OTTER CREEK CROSSING 1ST �o ToF't•�, 5`�8 ADDITION, according to the recorded plat thereof, Date: Wright County, Minnesota. _` jt 9 w °v Q -AM +9sr� ® Parcel � � ° `� 59� '9 tiro '� L- SF 5 Outlot A, OTTER CREEK CROSSING 1ST ADDITION, 0°� ° �q�T I RvicE accordin to the recorded plot thereof, Wright Trace C. McCoy License No. 44531 v°D mz I County, Minnesota. P g Cn 0 mN D 0 40 80 120 --------- ___ Z� J Q3 Parcel 0P'� u��ii�� �' o ° \ Outlot C, OTTER CREEK CROSSING 3RD ADDITION, ``` .< \ o o- GRAPHIC SCALE IN FEET according to the recorded plat thereof, Wright SERVO , 0 N 0 a3 County, Minnesota. \ o DENOTES IRON MONUMENT SET I 6,708 1 sT AVENUE NE, 4 1 • DENOTES IRON MONUMENT FOUND ` BUFFALO, MN 55313 PH. 763.682.1781 VWVW.MEYERR0HLIN.0011 DRAWN BY BOOK 385 SHE EI ' I v J I \� 1- \J� -7 Z_ _ I �I�l J East Elevation Scale: 1" = 40' -0' West Elevation Scale: 1' = 40' -0' South Elevation Scale: 1' = 40' -0' L � A� FDA-71- IUl ' ItI Beverage,,.. North ElevaL,.,,, Scale: 1' = 40' -0' NEW WAREHOUSE EXISTING WAREHOUSE PREFINISHED METAL COPING TO MATGH EXISTING INSULATED PREGA5T CONCRETE WALL PANELS TO MATCH EXISTING ADD (1) ONE NEW RECEIVING POSITION INSULATED SECTIONAL DOOR EXI5TING AAREHOU5E NEW WAREHOUSE PREFIN15HEP METAL GOPING TO MATGH EXISTING ®®®®®®®®®®®®®®®®®®®®®®®EMEW ®®®®®®®NEMMEN®®®®®®®®®®EMmW milli ®1®11®1® ®1® ®®1®1 ®®0 INSULATED PRECAST GONORETE WALL PANELS TO MATGH EXI5TING PREFINISHED METAL COPING-, GALV. STEEL CRATED 4' STANDING SLAM METAL PREFINISHED METAL GOPING TO MATCH EXISTING DOCK STAIRS PANEL GANOr Y --,- TO MATCH EXISTING INSULATED PRECAST 161 HIGH X 16' WIDE CONCRETE WALL PANELS INSULATED SECTIONAL TO MATGH EXISTING DOOR VERTICAL DOCK LEVELERS W/ BUMPERS & DOCK SHELTERS / 111C I f1 � I INl EXISTING INSULATED PRECAST GONGRETE WALL PANELS TO MATGH EXISTING hd.,. 05 -06 -2016 CLEAR GREEK ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Rocky Mountain Exchange Holding Company 25254, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Lot 1, Block 1, OTTER CREEK CROSSING 1ST ADDITION. (Torrens Property) and Clear Creek Land Company, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot A, OTTER CREEK CROSSING 1ST ADDITION and Outlot C, OTTER CREEK CROSSING 3RD ADDITION. (Abstract Property) Have caused the same to be surveyed and platted as CLEAR CREEK ADDITION and do hereby dedicate to the public for public use the drainage and utility easements as created by this plat. MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of CLEAR CREEK ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA In witness whereof said Rocky Mountain Exchange Holding Company 25254, LLC, a Minnesota limited liability company, has caused these presents to be signed by its This plat of CLEAR CREEK ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this proper officers this day of 20 day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. STATE OF MINNESOTA COUNTY OF Greg Dahlheimer, Chief Manager Joe Dahlheimer, Secretary This instrument was acknowledged before me this day of 20 by Greg Dahlheimer, Chief Manager, and Joe Dahlheimer, Secretary of Rocky Mountain Exchange Holding Company 25254, LLC, a Minnesota limited liability company. Signature WRIGHT COUNTY SURVEYOR Mayor City Administrator (ivome rrintea) I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of Notary Public, County, Minnesota 20 My Commission Expires In witness whereof said Clear Creek Land Company, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officers this day of 20 STATE OF MINNESOTA COUNTY OF Luke Dahlheimer, Chief Manager Todd Lorsung, Chief Financial Manager /Treasurer Nick Dahlheimer, Secretary This instrument was acknowledged before me this day of 20 by Luke Dahlheimer, Chief Manager, Todd Lorsung, Chief Financial Manager /Treasurer, and Nick Dahlheimer, Secretary of Clear Creek Land Company, LLC, a Minnesota limited liability company. gnature •* A1 M Notary Public, My Commission Expire ntea) - County, Minnesota I Trace C. McCoy, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 STATE OF MINNESOTA COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this License No. 44531 Trace C. McCoy, Licensed Land Surveyor Minnesota License No. 44531 day of 20 by Trace C. McCoy, Land Surveyor, Minnesota gnature mijrr Notary Public, My Commission Expire Wright County Surveyor WRIGHT COUNTY AUDITOR Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this day of 20 rignt county Huaitor WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 20 Wright County Treasurer WRIGHT COUNTY RECORDER Deputy on the land hereinbefore described have been paid this I hereby certify that this instrument was filed in the office of the County Recorder for record on this M., and was duly recorded in Cabinet No. Sleeve as Document No. REGISTRAR OF TITLES, WRIGHT COUNTY, MINNESOTA I hereby certify that this instrument was filed in the office of the Registrar of Titles for record on this Printed lip- County, Minnesota SL M., and was duly recorded in Certificate Number Volume Page Is"'000 0,3 A:3AII 'Ro rA l Deputy day of Wright County Recorder day of 20 at o'clock day of 20 at Registrar of Titles, Wright County, Minnesota o'clock SHEET' '� OF' 2 SHEE'T'S do C AR CR K ADDITION 1- °ti�Gtic oy� C� C_ ED i -) r- r- I 112" OPEN sp. 112 OPEN C ; n I , L; • L_ . SF pG �y \ \ 112" OPEN r- t, �- / R- 760.00 / oT0'��Fs�. — _ �` ,- L \ 112 OPEN 1 \ ✓� S �� 1 V J ; o., r L�59.84 T,y�, LJ ; ,� n ' �`� w ^ 0900 p 1/ A°27�49'4� _n -_ �j - - - _ -90_�� - 4 =1 ¢ N 66'03 I o 36913 �22`3g �� 5 93� E \ /TL ;; ✓� , , `. 4�2 039'31" R=500.00 L=285. 00 544'02,, �, , 1 N 65 • ��T L;i \ 7 - - L_234.96 I A--26-55'29" = 26 °55'29" I p i 4\`38 ?986. I W D °ss• X298 (J \ I M o �n . la A Co 0 1 m o m m I �� ��� `3�S I / I P. K. NAIL . o J- _< -up -n 1 112" OPEN / <j \� \ 11 l \ / �— I o�,o m <�- I ,> Z�1�0 V CC f*1 C \ ( I \ rn�°Z 4. 1 v I C� m 1 l� \ 0 7 m i �- Z_ - \ I 1 B L O C K 1 Co CA I I „o �� I . / \ 1 A 1 01 112„ OPEN \ 1 \ I i W I C� C.0 oW I _ G Wpm I - I I - -- 1 271.24 / I 79 24 W I / �\ co -4 ,1g.N0 _ — - - — 419.10 p 00 _�- CA A 1 i n i OPEN �i ` T L 1 112 OPEN D o ,,m?I _ I o o m'T' - - - -- z° b o o I L L r\ � M OR'n �u -n 1 / wmmMD ) I � L'�wocc'i�� �TT r � \ o��o o L_ �. ) / / I I N 46'02'39" E I \ 78.05 06 it 5t` Jg�;� DRAINAGE AND \ \�. - - 94.29 w 1�1k� -'--- UTILITY EASEMENT---:\` (. i \ - -- 388.90- -- J I I J\ -I 1002' 17" E <� C1 'Wry os o:5 A41 .�T -400op- Aao Ak 11S I I I� C, I �1 C�1 I \(Jr 11 \ Jr J I -7 L - IV / 0 60 120 180 GRAPHIC SCALE IN FEET 1 INCH = 100 FEET • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENTS SET, MARKED BY LICENSE NO. 44531 QQ DENOTES WRIGHT COUNTY MONUMENT FOUND Drainage and utility easements are shown thus. NI NI I �I �) Being 12.00 feet in width, I unless _ otherwise indicated, and adjoining plat -� boundary lines as shown on the plot. C� C7 BEARING ORIENTATION: THE SOUTHEASTERLY LINE OF LOT 1, BLOCK 1, OTTER CREEK CROSSING 1ST ADDITION IS ASSUMED TO BEAR N41 '02'17 "E. VICINITY MAP SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET 9q2 �q y __1 SHEET 2 OF 2 SHEE'T'S WSB Building a legacy — your legacy. June 1, 2016 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Dahlheimer Expansion City Project No. ZZDAHL WSB Project No. 02596 -240 Dear Ms. Schumann: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 Fax: 763 -541 -1700 We have reviewed the preliminary plans as prepared by Civil Engineering Site Design, dated May 9, 2019 and the drainage analysis dated May 9 and May 25, 2016 and offer the following preliminary comments. Stormwater Management 1. We have had several discussions with the applicant's engineer related to stormwater management on the site and what the existing ponds can accommodate within the industrial park. Total proposed runoff from the site expansion shall be managed within a separate new pond. The applicant is proposing an onsite pond to manage stormwater in addition to obtaining material from the pond in order to grade the site. This pond may discharge to the existing pond along Chelsea Road east of the Dahlheimer site or to the existing westerly pond adjacent to the Suburban Manufacturing and Karlsburger site as long as the following requirements are met. 2. The proposed onsite pond will be reviewed for the following requirements: 1) Runoff Rate Control, 2) Volume Control and 3) Water Quality Control. The applicant's engineer shall submit all associated plans, models and documentation to show conformance. Listed below are the general stormwater design criteria and calculations that will be reviewed for compliance. The applicant's submitted drainage analysis addresses infiltration only and will need to be modified to comply with the following. Runoff Rate Control: Existing and Proposed runoff rates shall be modeled for the 2 -year, 10 -year and 100 -year Atlas 14 storm events. Proposed rates are required to be equal to or less than existing. Detention basins shall be designed with the capacity for the critical 100 - year storm event. If rate control is to be achieved through any downstream regional basins, a proposed conditional model including routing to and from the regional pond shall be Equal Opportunity Employer wsbeng.com K:\ 02596- 240 \Adman \Dots \LTR- a- schumann- Dahlheimer Expansion 060106.docx June 1, 2016 Page 2 submitted and evaluated for conformance. We will continue to work with the applicant's engineer to evaluate this. Water Quality Criteria: Proposed detention basins shall be designed according to NURP guidelines for a 2.5 -inch storm event. The MPCA's Minnesota Stormwater Manual Design Criteria will be used to check for conformance to city standards. The water volume below the outlet shall be equal to the amount of runoff generated from a 2.5 -inch storm event. The flood pool volume above the principal spillway shall be adequate so that the peak discharge rates from the 2 -year, 10 -year and I00pyear events are no greater than that for existing conditions. Volume Reduction: Proposed infiltration basins will be designed in accordance to the MPCA's Design Criteria for Infiltration Basins. This will include, along with other design criteria, pretreatment of runoff prior to entering the infiltration basin. Runoff control volumes for redevelopment shall be computed based on 1.1 inches of runoff from new impervious surfaces in post - construction conditions. Stormwater management will include abstracting this volume through infiltration practices, where feasible. Infiltration rates will be determined and verified based on soil borings taken within the proposed infiltration area. Freeboard Requirement: The low floor elevation shall be set to at a minimum of two feet above the modeled 100 -year HWL and emergency overflow elevation for any detention basins. Emergency overflow routes and elevations should be labeled on the grading plan. 3. Grading, drainage,_ storm water management and erosion control shall be in compliance with Chapter 4.10 of the Zoning Ordinance. Cl Preliminary Plat and Site Plan 4. Dimension the proposed 8 -foot trail width along Dalton Way. 5. The pedestrian ramp at the corner of Dalton Avenue and Dalton Way may need to be reconstructed with the proposed trail extension along Dalton Way. 6. The future access from Dalton Way shall be subject to City review and approval at the time of application for future building expansion. 7. The plans should reference and be in compliance with the most recent City of Monticello General Specifications and Standard Detail Plates for Street and Utility Construction located on the City's website- Engineering department. C2 Grading and Drainage Plan 8. Drainage arrows with % grades should be labeled for the parking lot and driveways. 9. Identify boulevard grades between the proposed trail and existing Dalton Way curbline. K:\ 02596- 240\Admin\Do,sNLIR -a- Schumann- Dahlheime, Expansion 060106.docx June 1, 2016 Page 3 10. Label proposed catch basin top of casting and invert elevations. 11. The existing 15 -inch storm sewer that outlets north of Dalton Way along the east property line via an existing ditch and proposed rerouting of the ditch, shall be extended or modified at the time the future access is requested. 12. A more detailed review of the grading and drainage plans will be provided after revised stormwater management plans are submitted. C3 Sanitary and Water Utility Plan 13. It is recommended to connect the proposed water service to the existing stub along Dalton Avenue north of what is proposed on the current plans, as shown on the attached. drawing. 14. The proposed water service shall be installed with a minimum 7.5 feet of cover. 15. Identify the proposed irrigation layout and connection to the watermain on the plans. 16. A utility excavation permit must be obtained from the Public Works department prior to commencement of utility connections. 17. Provide an as -built utility plan once construction is complete. C4 Storm Sewer Utility Plan 18. Storm sewer calculations for a 10 -year storm event shall be provided in addition to catch basin inlet capacity calculations. Catch basins should be designed with sufficient capacity to limit ponding to maximum depth of 0.3 feet for a 10 -year rainfall event. 19. A more detailed review of the storm sewer plan will be provided after revised stormwater management plans are submitted. CS Details 20. Updated 2015 City standard detail plates should be included in the plans and can be obtained from the City's website- Engineering Department. Final Plat 21. The final plat should include a drainage and utility easement over the pond if it is determined to be designed for accommodating more than the subject site. 22. The applicant shall verify that the existing private utilities are located within the proposed drainage and utility easements along Dalton Way, Dalton Avenue and Chelsea Road and that no additional easements are needed. K:\ 02596-290 \Admin \Docs \LTR -a- schumann- Dahlheimer Expansion 060106.docx June 1, 2016 Page 4 Development Agreement 23. The development agreement shall address the following items: a. Pond maintenance b. Abandonment of unused sewer and water services at the time of a subsequent future expansion c. Extension of storm sewer outlet north of Dalton Way along the east property line with future access request Please have the applicant provide a written response addressing the comments above. Final plans and the final plat will need to be submitted, reviewed, and approved prior to building permit approval. Please give me a call at 763 - 271 -3236 if you have any questions or comments regarding this letter. Thank you. Sincerely, WSB & Associates, Inc. Shibani K. Bisson, PE City Engineer cc: Steve Grittman, NAC skb K: \02596- 240 \Admin \Does \LTR -a- Schumann - NNW— Expansion 060106.docx N N r • -4 4-j • rrr�. 1�1 r-^j Vl 1� ^;-4 W 1� 1� 4+ 92 I I G y Z t it -6 a r $ w E > w w o �aU 0 ti `w tiro � o � N C7 6 U r N O - � Uj m � o �a a NUSZm G j �D 6 v a' �m 03 ° E N C N N N N O N W m o LLJ p m 5 d U 73 N N C C d N N N W d 3 y C d E o o m a w U U U U U w c N J C N � S LL J d y 0 N `y (7 io O v �,i (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) CLEAR CREEKADDmoN AGREEMENT dated , 2016, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ( "City "), and CLEAR CREEK LAND COMPANY, LLC, a Minnesota limited liability company or its assigns (the "Developer "). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for CLEAR CREEK ADDITION (referred to in this Contract as the "plat" and the "Development ") a three- lot industrial plat consisting of 14.84 acres. The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A ". 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder and/or Registrar of Titles within 365 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public 187523vl or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat has been submitted to the Wright County Recorder's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. The City may authorize work to proceed on the development prior to submission of the plat to Wright County Recorder's Of ice if the delay in submitting the final plat is necessary to complete a title registration process and the Developer has provided the City with a Letter of Undertaking committing to completing the process. The Letter of Undertaking shall be in a form and with adequate assurances and security acceptable to the City. 4. PHASED DEVELOPMENT. The plat is not a phase of a multi - phased preliminary plat. 5. PRELIMINARY PLAT STATUS. This plat is not part of a phased development. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations and the requirements and standards of theli -1 (Light Industrial District)District, in effect at the time the final plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (3) I -1 (Light Industrial)Zoning District Regulations 2 187523v1 INCLUDE reference to approved CUP (to be approved with plat on 6/27/16) and Variances (approved 6/7/16) 8. CONDITION FOR SUBSEQUENT APPROVALS. No final plat for changes or amendments to this Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Preliminary Plat and Site Plan Plan C - Grading, Drainage and Erosion Control Plan Plan D - Sanitary and Water Utility Plan Plan E - Storm Sewer Utility Plan Plan F - Landscape Plan Plan G - Storm Water Pollution Prevention Plan Plan H - Existing Conditions and Removals Plan Plan I - Building / Details Plan Plan J - Truck Turning and Circulation Plan Plan K - Site Lighting Plan 3 187523v1 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Concrete Curb and Gutter E. F. Site Grading, Ponding, and Erosion Control G. Underground Utilities H. Setting of Iron Monuments I. Surveying and Staking J. Pathway, Dalton Way The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre- construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in 4 187523v1 an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 11. DESIGN STANDARDS. The applicable Zoning District Regulations are equal to those set forth in the I -1 (Light Industrial) Zoning District Regulation. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, of the year following the year of recording of the final plat. 5 187523v1 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the subject property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. A. Prior to initiating site grading, the erosion control plan, Plan C, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 6 187523v1 B. The Developer shall inspect, maintain, operate , repair and replace in a good state of repair and safe condition, all drainage improvements, including, without limitation, the storm sewer system and pond on the property. 17. GRADING PLAN AND CERTIFICATION. The plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B ". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas /stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly 7 187523v1 fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this Paragraph. 19. PUBLIC IMPROVEMENTS. The Dalton Way public trail shall be developed in accordance with the approved plans and specifications for the Development, required City specifications, and Plan `B" and Plan "I ", as identified in Paragraph 9 of this agreement. As required per City Code Title 8, Chapter 1 and Title 8, Chapter 5, the adjacent property owner, are responsible for maintenance of all , trail and boulevard areas. 20. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 21. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay a fee for the City's engineering administration. City engineering administration will include monitoring of construction observation, consultation with Developer and his engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service will be billed at hourly rates estimated to be two percent (7.0 %), or a $5,000 minimum of the estimated construction cost, assuming normal construction and project scheduling. The 187523v1 Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and street construction and will be billed on hourly rates. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA CHARGE. The Development is subject to a (base) storm sewer area charge of $3,543.00 per net acre. This amount was calculated based on the following and shall be paid at prevailing rate at time of platting 4.58 Net Acres X $3,543.00 /acre = $16,156.08 The Development is subject to a storm sewer (alternate ponding fee) area charge of $8,503.00 per net acre. This amount is for the additional ponding provided at Otter Creek 2nd Addition. This amount was calculated based on the following and shall be paid at prevailing rate at time of platting 4.58 Net Acres X $8,503.00 /acre = $38,773.68 The total storm sewer area charge for the Development of $54,929.76.00 shall be assessed against the property if not paid by the Developer in cash at the time of final plat approval at developer's option. If assessed, an interest rate of 2% shall apply. [See Paragraph 30(D).] 9 187523v1 24. SANITARY SEWER AREA CHARGE. The Development is subject to a sanitary sewer area charge of $20,492.88. The area charge is based on the gross area of the final plat and is calculated as follows: 6.19 acres x $3,316.00 /acre = $20,492.88 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval at Developer's option. If assessed, an interest rate of _2% shall apply. [See Paragraph 30(D).] 25. WATER MAIN AREA CHARGE. The Development is subject to a water main area charge of $15,153.36. The area charge is based on the gross area of the final plat and is calculated as follows: 6.18 acres x $2,452.00 /acre = $15,153.36 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval at developer's option. If assessed, an interest rate of _2% shall apply. [See Paragraph 30(D).] 65. PARK DEDICATION AND TRAILS. Not applicable. 27. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the June 1 st, 2016, and engineering report and subsequent reports. B. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $900.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 3 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site 10 187523v1 grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. C. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 28. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ( "security ") for $ (amount includes $84,192.50for landscaping), plus a cash fee of $9,900.00 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Public Trail on Dalton Way $ 9,012.50 Lot Corners /Iron Monuments $ 900.00 Landscaping $84,192.50 CONSTRUCTION SUB -TOTAL (ESTIMATED) $ 94,105.00 TOTAL SECURITIES: Total Costs X 125% $117,631.25 ADDITIONAL LETTER OF CREDIT Erosion Control /Grading Certification $ 18,540.00 187523v1 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90 %) of the financial obligations that have been satisfied. Ten percent (10 %) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The City standard specifications for utilities and street construction outline procedures for security reductions. See attached Exhibit "_ ". 29. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final plat approval: Legal and Planning (2) $ 2,000.00 * Engineering and Inspection (7 %) $ 5,000.00 * Administrative Fees for City Overhead (2 %) $ 2,000.00 * Title Registration and Replatting Review Fee $ 10,000.00 Total Cash Requirements $ 19,000.00 * Fees reconciled to actual expenses at close of project. 30. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for the public 12 187523v1 trail is two years and shall commence following the issuance of the certificate of occupancy by the City's Building Department. The Developer or its Contractors shall post a warranty bond in the amount of one hundred percent (100 %) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10 %) of the security posted by the Developer until the warranty bonds are furnished the City or until the warranty period begins, whichever first occurs. The retainage may be used to pay for warranty work. 31. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The Developer shall deposit with the City the amount set forth in Section 28 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. 13 187523v1 D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, plus interest at 2% per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final plat approval by the City of Monticello or the date of this contract, whichever is later. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18 %) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ( "SAC "), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 32. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty -eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City 14 187523v1 to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 33. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. 15 187523v1 F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. 16 187523v1 I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. K. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 34. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 3360 Chelsea Road West, P.O. Box 336, Monticello, Minnesota 55362. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut 17 187523v1 Street, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. Remainder ofpage intentionally left blank. Signatures on the following pages. 18 187523v1 CITY OF MONTICELLO LO-A (SEAL) STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Brian Stumpf, Mayor Jeff O'Neill, City Administrator The foregoing instrument was acknowledged before me this day of , 2016, by Brian Stumpf and by Jeff O'Neill, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public W:: 1 M. Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452 -5000 JJJ 19 187523v1 DEVELOPER: CLEAR CREEK LAND COMPANY, LLC IIn LOW STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Luke Dahlheimer, Chief Manager Todd Lorsung, Chief Financial Manager /Treasurer Nick Dahlheimer, Secretary The foregoing instrument was acknowledged before me this day of , 2016, by Luke Dahlheimer, the Chief Manager, by Todd Lorsung, the Chief Financial Manager /Treasurer, and by Nick Dahlheimer, the Secretary, of Clear Creek Land Company, LLC, a Minnesota limited liability company, Developer, on its behalf. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452 -5000 JJJ 20 187523v1 EXHIBIT A TO DEVELOPMENT CONTRACT Legal Description Parcel 1: Lot 1, Block 1, Otter Creek Crossing 1St Addition, according to the recorded plat thereof, Wright County, Minnesota. (torrens) Parcel 2: Outlot A, Otter Creek Crossing 1St Addition, according to the recorded plat thereof, Wright County, Minnesota. (abstract) Parcel 3: Outlot C, Otter Creek Crossing 3rd Addition, according to the recorded plat thereof, Wright County, Minnesota. (abstract) 21 187523v1 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT WELLS FARGO BANK, National Association, which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, which mortgage is dated September 29, 2011 and recorded October 6, 2011 with the Wright County Registrar as document number T28607, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2016. WELLS FARGO BANK, National Association IIn STATE OF MINNESOTA ) (SS. COUNTY OF ) Its [print name] The foregoing instrument was acknowledged before me this day of , 2016 by , the of Wells Fargo Bank, National Association, on behalf of the bank. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452 -5000 JJJ 22 187523v1 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT ROCKY MTN EXCHANGE HOLDING COMPANY 25254, LLC, a Minnesota limited liability company, fee owner of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this day of , 2016. ROCKY MTN EXCHANGE HOLDING COMPANY 25254, LLC IN L-02 STATE OF MINNESOTA ) )SS. COUNTY OF ) Greg Dahlheimer, Chief Manager Joe Dahlheimer, Secretary The foregoing instrument was acknowledged before me this day of , 2016, by Greg Dahlheimer, the Chief Manager, and by Joe Dahlheimer, the Secretary of Rocky Mtn Exchange Holding Company 25254, LLC, a Minnesota limited liability company, on its behalf. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452 -5000 JJJ 23 187523v1 IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer)_ and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank) " b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank_, on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one -year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. n-M Its 24 187523v1 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: O Claims Made O Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub - Contractor (Contingent): YES 25 187523v1 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence •' Combined Single Limit Policy: Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On BY: Authorized Insurance Representative 26 187523v1 City Council Agenda: 06/27/2016 4R. Consideration to approve agreement with Arvig Enterprises, Inc. (RL /JO) City Council is asked to approve an agreement between the City of Monticello and Arvig Enterprises, Inc. to provide third party management services for FiberNet Monticello. At a special City Council meeting on May 26, 2016, council members heard Arvig's management proposal and voted unanimously to approve negotiating a management contract between the City and Arvig. The agreement was drafted by Monticello's city attorney and was based closely on the details of the accepted management proposal. Once the initial draft was complete, both the City and Arvig had multiple opportunities to recommend, evaluate, and accept revisions. The revised agreement was reviewed by the two council members appointed by the City Council to negotiate with Arvig: Glen Posusta and Lloyd Hilgart. It was also reviewed by the legal team for Arvig as well as both the City's regular attorney and bond attorney. • The term of the agreement is 5 years; after the initial term there is an option to extend it based on terms to be negotiated at that time. There are also early termination provisions for both parties outlined in Section 6 of the agreement. • The agreement gives authority for operational and management decisions to Arvig. • The agreement specifies the City retains ownership of FiberNet Monticello. As such, the City retains overall oversight of the system and is responsible for funding shortfalls between revenues and expenses, but the City is also entitled to revenues from the system. • Arvig will provide monthly financial reports to the city Finance Department and no more than quarterly financial and operational reports to the City Council. They will also provide an annual budget, including a budget for anticipated capital expenses. • Compensation for management services will be based on a base management fee, subscriber fee, and fixed fee as outlined in the management proposal. • The 1 part-time and 7 full -time FiberNet staff members employed by the city will become Arvig employees on June 30, 2016. • The City retains the right for access to all books and records for purposes of auditing the operation of the FiberNet system. The full draft of the agreement as well as Arvig's management proposal are attached as supporting data for council's review. The final draft of the agreement is subject to final review and approval by the attorneys for both the City and Arvig. A,. REFERENCE AND BACKGROUND: Al. Budget Impact: The management proposal and subsequent agreement between the City of Monticello and Arvig Enterprises is comprised of three fees: A base management fee that increases by 3% annually, a fixed fee, and an incentive fee. City Council Agenda: 06/27/2016 As the owner of the system, the city is also responsible for capital expenses for FiberNet Monticello. These fees, including the anticipated capital expenses, will be presented annually to the City Council as part of the budgeting process. Any additional capital purchases outside of the annual budget will be brought for approval to the City Council. The agreement also specifies that Arvig must follow city and state purchasing requirements. A2. Staff Workload Impact: There will be initial work for city staff to assist the transition from City management to Arvig management; however, that will diminish as Arvig takes over responsibility for the day to day operations of FiberNet. In addition, if the agreement is approved, the current FiberNet staff will transition into Arvig employees on June 30th, 2016. Ultimately, city staff workload as related to FiberNet would significantly decline with the approval of the agreement. B. ALTERNATIVE ACTIONS: 1. Motion to approve the agreement for management services between the City of Monticello and Arvig Enterprises, Inc. 2. Motion to deny the agreement for management services between the City of Monticello and Arvig Enterprises, Inc. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. The agreement has been refined through several drafts, it has been reviewed by both the city attorney and the city's bond attorney, and it closely follows the management proposal accepted by the City Council at the special meeting on May 26, 2016. Please note, if approved, there will be a need to review the governance model of FiberNet at a future meeting. However, a decision about the agreement must be made first. A word of thanks to FiberNet staff and all those at City Hall who contributed toward implementing system improvements and providing great service to the community. A stable, well- operating system featuring a premier internet service has been the result. However, even with this recent success, the system would be difficult to maintain on an affordable basis in the long -term. By working with an experienced and growing telecommunications provider, FiberNet sustainability is greatly improved with opportunities for reducing costs and improving customer services. D. SUPPORTING DATA: • Draft Agreement between the City of Monticello and Arvig Enterprises, Inc. • Management Proposal from Arvig Enterprises, Inc. AGREEMENT FOR PROFESSIONAL MANAGEMENT SERVICES THIS AGREEMENT ( "Agreement ") is made on the day of , 2016, between the City of Monticello ( "City "), a Minnesota municipal corporation, whose business address is 505 Walnut Street, Suite 1, Monticello, Minnesota 55362 and ARVIG ENTERPRISES, Inc. ( "Arvig" or "Contractor "), a Minnesota corporation, whose business address is 150 2nd Street Southwest, Perham, Minnesota 56573. THE CITY AND CONTRACTOR AGREE AS FOLLOWS: 1. Contractor's Services. The Contractor agrees to provide professional services for the management and operations of FiberNet Monticello ( "FiberNet "), a city owned telecommunications system (the "System" or "FiberNet "), as reasonably required by the City and at the direction of the City Council through the City Administrator. The Contractor's services shall be provided consistent with and in accordance with its Management Proposal dated March 31, 2016 (Management Proposal), this Agreement, and any supplemental agreements between the parties. The Contractor shall be responsible for all operational and management decisions regarding the operation of FiberNet. The City through FiberNet shall be responsible for and shall bear the costs of designing, building, maintaining and operating the System, including the Fiber To The Home (FTTH) and business network, all voice and data switching and routing equipment, all customer premise equipment and wiring, and all offices and other facilities (collectively, "Capital Costs "), except that title to FiberNet vehicles will be transferred by the City to the Contractor. Contractor shall be consulted and shall provide advice and assistance to the City with respect to system design and specifications, mapping, equipment and vendor selection, and other matters bearing on the successful performance and operation of the System. Contractor will provide management services for the existing and continuing operation of FiberNet. Management responsibilities will include: a. Providing general management and staff for the System. It is expected that Contractor will be on -site in the City as necessary to perform functions outlined in this Agreement. b. Preparing an annual budget of operating revenues and expenses and capital expenditures for the System, providing no more than quarterly financial and operational reports for the System to the City Council as requested by the Council, and monthly financial reports and invoices to the City Finance Department in a form reasonably acceptable to the City. C. General management of System operations, including regulatory compliance, technical services, customer services, billing, marketing and other FiberNet 3288963v2 1 187838v1 activities in accordance with the annual business plan and in compliance with federal and state laws and regulations and governance ordinances applicable to FiberNet. Upon the Effective Date of this Agreement, all FiberNet employees designated by City and accepted by the Contractor shall become employees of the Contractor or one of its designated subsidiaries. Contractor shall not terminate any transferred employee, except for cause, for one year from the Effective Date, but in all other respects, changes to compensation, benefits, work location, and other conditions of employment will be at the discretion of the Contractor. d. Managing video content, including negotiating and administering agreements with content providers, processing license fee payments, channel lineup development and regulatory filings. The video content of the System shall be selected by the Contractor. All purchases and contracts shall be made or let in the name of the City in accordance with applicable State Statutes and City financial policies and procedures. e. Maintaining and updating technical system and mapping records and other data regarding System design, construction and operation, including as -built plans. f. Evaluating and reporting to the City regarding System or service changes to expand and grow FiberNet and its revenues, including any additional fees and expenses required for such changes and expansion, in addition to existing capital, operational and management fees and expenses. g. Provide field location services for FiberNet and other City utility facilities as required by Minnesota Statutes 216D. The cost of locates for non - FiberNet City facilities will be reimbursed at an annually established amount. 2. Term of Agreement. This Agreement will commence July 1, 2016 (the "Effective Date "), and shall continue in effect for an initial term of five (5) years, subject to early termination as specified in this Agreement. Thereafter, this Agreement may be extended for such period and upon such terms as the parties agree in writing. This Agreement may be terminated as provided for in paragraph 6 below. 3. Compensation for Services. Contractor shall have control over budgetary decisions and expenditures on a day -to -day basis subject to the City's quarterly review and approval of the budget as described in paragraph 1(b) above. All revenues from operations of the System shall be received by the City and applied by the City to payment of: (a) the Contractor's charges specified herein; (b) the franchise and regulatory fees, content charges, Capital Costs and other operating expenses; the City through FiberNet shall be entitled to any surplus of revenues over such expenses, and shall bear the risk of losses not covered by revenues. The fees and charges of Contractor for the services to be provided by it hereunder shall consist of the following: 3288963v2 2 187838v1 a. A base management fee of $150,000 per year, increased annually by 3 %, payable monthly in twelve equal installments, and an annual Performance Fee as outlined in the Management Proposal attached hereto as Exhibit A. b. A per subscriber fee, to be adjusted annually (in December) by the parties based on the approved System budget for the succeeding year. C. A fixed fee as outlined in the Management Proposal attached hereto as Exhibit A. All revenues generated by Contractor or FiberNet from the provision of services through the System to customers within the service territory of FiberNet shall be considered FiberNet revenues. Revenues generated from Contractor services provided outside the FiberNet service territory through use of FiberNet or other City facilities or capabilities is authorized subject to payment or reimbursement by Contractor to the City as agreed to by the parties. 4. Method of Payment. The Contractor shall submit to the City, on a monthly basis, bills for professional services performed under this Agreement as outlined in its Management Proposal. Such bills shall contain such detail as the City may reasonably require. Bills submitted shall be paid within fifteen (15) days of the submission of the bill and otherwise in the same manner as other claims made to the City. 5. Audit Disclosure. The Contractor shall allow the City, or its duly authorized agents, reasonable access to the Contractor's books and records as are pertinent to all services provided under this Agreement. Subject to state or federal law, any reports, information, data, etc., given to, or prepared or assembled by, the Contractor under this Agreement which the City requests to be kept confidential shall not be made available to any individual or organization without the City's prior written approval. All finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs, and reports prepared by the Contractor for specific tasks shall be provided to, and shall become the property of, the City upon termination of this Agreement. Contractor shall be allowed the right to use documents, data, studies, surveys, drawings, maps, models, photographs and/or reports prepared for the City, provided that such re -use is compliant with the Minnesota Government Data Practices Act. Any unfinished item, or item required to be provided by the Contractor to the City, shall be paid as stated in paragraph 3. Contractor retains the property rights of templates, designs, format, models, organizational process, ideas, and theory provided to the City except that the City shall have continued right to use the aforementioned items for FiberNet purposes following the expiration or termination of this Agreement. 6. Termination. During the term of this Agreement, either party may terminate this Agreement for cause, which includes City sale or restructuring of the System. Events of default include failure of Contractor to meet the financial projections specified in the Management Proposal after 36 months, or a decline or reduction in System gross 3288963v2 3 187838v1 revenues of more than fifteen percent (15 %) from the Effective Date of this Agreement. The terminating party shall provide sixty (60) days written notice for termination for cause mailed or delivered to the other party at the address written above. The party receiving notice shall have thirty (30) days to cure the cause from the date of the notice. Upon termination, the Contractor shall be paid for services rendered and reimbursable expenses incurred until the effective date of termination. If additional work is required to provide content requested in paragraph 5, the Contractor is entitled to compensation under paragraph 3 to perform requested termination tasks. Upon expiration or termination of this Agreement for any reason, unless otherwise agreed by the parties: a. All System and customer information in the possession of Contractor or its agents shall be provided within thirty (30) days to the City in a format reasonably requested by the City. b. The parties will comply with applicable legal requirements concerning subscriber information. C. Neither party will use or disclose to others any confidential or proprietary information of the other acquired as a result of this Agreement. d. The parties in good faith will meet to discuss and determine the steps necessary to terminate this Agreement in a manner that enables continued System operations. C. Title to any FiberNet vehicles and all other employee work equipment transferred by the City to the Contractor pursuant to paragraph 1 shall be transferred by the Contractor back to the City. f. Any lease agreements entered into by the Contractor with respect to vehicles used exclusively in connection with FiberNet shall be assigned by the Contractor to and assumed by the City. 7. Subcontractor. With the exception of Arvig subsidiaries, the Contractor shall not enter into subcontracts on behalf of the City for services provided under this Agreement without the express written consent of the City. The Contractor shall pay any subcontractor involved in the performance of this Agreement within ten (10) days of the Contractor's receipt of payment by the City for undisputed services provided by the subcontractor. If the Contractor fails within that time to pay the subcontractor any undisputed amount for which the Contractor has received payment by the City, the Contractor shall pay interest to the subcontractor on the unpaid amount at the rate of 1 '/2 percent per month or any part of a month. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance 3288963v2 4 187838v1 of less than $100.00, the Contractor shall pay the actual interest penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from the Contractor shall be awarded its costs and disbursements, including attorney's fees, incurred in bringing the action. 8. Independent Contractor. At all times and for all purposes herein, the Contractor is an independent contractor and not an employee of the City. No statement herein shall be construed so as to find the Contractor an employee of the City. Contractor shall exercise the same degree of care, skill and diligence in the performance of its services as is ordinarily exercised by members of the profession under similar circumstances. Except as otherwise expressly set forth herein, Contractor shall be liable to the fullest extent permitted under applicable law, without limitation, for any injuries, loss, or damages proximately caused by Contractor's breach of this standard of care. NOTWITHSTANDING THE FOREGOING, UNDER NO CIRCUMSTANCES SHALL EITHER PARTY BE LIABLE TO THE OTHER PARTY FOR ANY INDIRECT, INCIDENTAL, SPECIAL OR CONSEQUENTIAL DAMAGES. Contractor shall put forth reasonable efforts to complete its duties in a timely manner. Contractor shall not be responsible for delays caused by factors beyond its control or that could not be reasonably foreseen at the time of execution of this Agreement. 9. Non - Discrimination. During the performance of this Agreement, the Contractor shall not discriminate against any employee or applicants for employment because of race, color, creed, religion, national origin, sex, sexual orientation, and marital status, status with regard to public assistance, disability, or age. The Contractor shall post in places available to employees and applicants for employment, notices setting forth the provisions of this non - discrimination clause and stating that all qualified applicants will receive consideration for employment. The Contractor shall incorporate the foregoing requirements of this paragraph in all of its subcontracts for program work, and will require all of its subcontractors for such work to incorporate such requirements in all subcontracts for program work. 10. Assignment. Neither party shall assign this Agreement, nor any interest arising herein, without the written consent of the other party. No third party shall have any recourse under this Agreement. 11. Mutual Defense and Indemnification. Each party shall be responsible for its own actions and conduct. Contractor agrees to defend, indemnify and hold the City, its officers and employees harmless from any liability, claims, damages, costs, judgments, or expenses, including reasonable attorney's fees, resulting directly or indirectly from an act or omission of the Contractor, its agents, employees, or subcontractors in the performance of the services provided by this Agreement and against all losses by reason of the failure of said Contractor to fully perform, in any respect, all obligations under this Agreement until this Agreement is terminated. No third party shall have any recourse under this Agreement. 3288963v2 5 187838v1 12. Insurance. A. General Liability. During the term of this Agreement, Contractor shall maintain a general liability insurance policy with limits of at least $2,000,000 for each person, and each occurrence, for both personal injury and property damage. This policy shall name the City as an additional insured for the services provided under this Agreement and shall provide that the Contractor's coverage shall be the primary coverage in the event of a loss. The policy shall also insure the indemnification obligation contained in paragraph 11. The Contractor shall provide the City with evidence of insurance in the form of a certificate from the insurer naming all policies upon execution of this Agreement. All such insurance policies shall contain a provision that they may not be cancelled unless prior written notice thereof is given to the City not less than ten (10) business days prior to such cancellation date. B. Workers' Compensation. The Contractor shall secure and maintain such insurance as required by the Minnesota's Workers' Compensation Act. Each party shall be responsible for injuries or death of its own personnel. Each party waives the right to sue the other party for any workers' compensation benefits paid to its own employee or volunteer or their dependents, even if the injuries were caused wholly or partially by the negligence of the other party or its officers, employees, or volunteers. 13. Records Access. The Contractor shall provide the City access to any books, documents, papers, and records which are directly pertinent to the specific contract, for the purpose of making audit, examination, excerpts, and transcriptions, for three (3) years after final payment and all other pending matters related to this Agreement are closed. The three (3) year retention period shall be extended for additional periods if required for City compliance with state or federal auditing or data practices requirements. 14. Data Privacy. Contractor must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to: (1) all data provided by the City pursuant to this Agreement, and (2) all data created, collected, received, stored, used, maintained, or disseminated by the Contractor pursuant to this Agreement. Contractor is subject to all the provisions of the Minnesota Government Data Practices Act including, but not limited to, the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Contractor receives a request to release data, Contractor must immediately notify City. City will give Contractor instructions concerning the release of the data to the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Contractor's officers', agents', partners', employees', volunteers', assignees' or subcontractors' unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 3288963v2 6 187838v1 15. Ownership of Documents. All plans, diagrams, analyses, reports, and information generated in connection with the performance of this Agreement shall become the property of the City. The City may use the information for its purposes. Such use by the City shall not relieve any liability on the part of the Contractor. 16. Governing Law. This Agreement shall be controlled by the laws of the State of Minnesota. Dated: , 2012 CITY: CITY OF MONTICELLO Attest: Jeff O'Neill, Its City Administrator STATE OF MINNESOTA ) ( ss COUNTY OF WRIGHT ) By: Brian Stumpf, Its Mayor The foregoing instrument was acknowledged before me this day of ' 2016, by Brian Stumpf and by Jeff O'Neill, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Dated: , 2016 STATE OF MINNESOTA ) ( ss. COUNTY OF ) 3288963v2 187838v1 Notary Public CONTRACTOR: ARVIG ENTERPRISES, INC. LM 7 , Its President The foregoing instrument was acknowledged before me this day of 2016, by , the President of Arvig Enterprises, Inc., a Minnesota corporation, on behalf of said corporation. Notary Public 177_ \�1111�1�7:31•ii Campbell Knutson Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452 -5000 [iii] 3288963v2 187838v1 Exhibit A; Management Proposal 00it of Plant Record 95,0W in [apEx In the year 2017, Restated Financial Projections- � in,: n ial p'f-C?jections VersionFour_one Projected Revenue; Expenses: Subslcribar COGS Faxed Cast Cash flow from Operations Management Fee: Fined Adjusted EBi TDA Management Fee: incentive - SO% Capital Expense_ City Cash Flow 16 /6.56V1 IERnit .._._.ti %.Oig IUIY -DK 2016 2{ 17 2018 .21 2020 $ 815,D94 1,747,965 $ 1,914,473 $ 2,.044,757 $ 2,120,413 421,623 813,151 846,229 $69,203 905,437 3917,950 665,217 686,458 700,617 715,510 (4,479) 269,617 $ 382,187 $ 47+4,937 499,466 75,205 154,SDD 149,135 163,9109 168,826 (79,684) $ 115,117 S 223,052 $ 311,018 330,640 - 4S,059 99,02 -6 143,014 152,820 (75,000) (259,899) (133,224) (139,738) 1�143,S21) (154,684) (139,841) (9,1'sis) 28,276 34,299 subscriber Projections; List of Expenses in fixed Fee: Labor - Support Benefits - Support G8n Oposradting SupplIeS Professional Services - Audit Legal Fees Management Services J M1} Professional Services - Billing Regulatory Professional Services Miscdlaneous Prof Services Telephone /Internet Internal IT Services. Mail & Delivery Cabile /Network Services Trai ni,i(,/Conferences Marketing LPV Insurance Office Lease Repair & Maint - Bu ildings Building/Room Rental Write Offs dins masmbership & 5ubstrip Licenses and Permits Bank charges Labor - Field Benefits - Field Clothing Supplies Motor Fuels Fiber/Video /Phone Supplies Gen Operating Supplies Landscaping Materials MIS[ Repair and Malnt Supplies Small Tools Maintenance & Support Services Miscellaneous Prof Services Gopher State Locates Travel Expense Training/Conferences Electric wat ,ar /s @rwer Refus@/Recycling Services Repair & Maint - Buildings /Systems Repair & Maint - Mach & Equip Repair & Maint - Vehieles Vehicle lease expense Miscellaneous Other Exp 2016 2017_ 2018 2019 2020 Vol-ce Subscribers 620 532 677 6901 690, video subscribers 745 820 860 886 913 Internet subscribers 1,542 1,619 1,781 1,870 1,964 Total Customer Count 1,725 1,811 1,938 2,435 2,187 Five Year List of Capital Expenses: PICO Bead End Unit - Analog 29,5O0 Equip for ,Arvig HE - Add'I Channels 451,4100 21,650 Drops - Plowing 1,7901 44,150 35,8DO +44,750 44,750 STBs 1,400 26,25{] 14,COO 9,1{)43 9,450 G gGenters 1,000 19,25.0 40,500 22,250 23,5041 Accedian KIDS 11310 9,50T] 5,425 8,600 141,00[9 Mapcom - Plant Records 95,04,7 Microsoft Mediaroorn Transition 37,507 37,500 55,038 55,821 TOTAL - Yearly 75,000 $ 259,859 $ 133,224 $ 139,738 143,521 List of Expenses in fixed Fee: Labor - Support Benefits - Support G8n Oposradting SupplIeS Professional Services - Audit Legal Fees Management Services J M1} Professional Services - Billing Regulatory Professional Services Miscdlaneous Prof Services Telephone /Internet Internal IT Services. Mail & Delivery Cabile /Network Services Trai ni,i(,/Conferences Marketing LPV Insurance Office Lease Repair & Maint - Bu ildings Building/Room Rental Write Offs dins masmbership & 5ubstrip Licenses and Permits Bank charges Labor - Field Benefits - Field Clothing Supplies Motor Fuels Fiber/Video /Phone Supplies Gen Operating Supplies Landscaping Materials MIS[ Repair and Malnt Supplies Small Tools Maintenance & Support Services Miscellaneous Prof Services Gopher State Locates Travel Expense Training/Conferences Electric wat ,ar /s @rwer Refus@/Recycling Services Repair & Maint - Buildings /Systems Repair & Maint - Mach & Equip Repair & Maint - Vehieles Vehicle lease expense Miscellaneous Other Exp Arvig Fee Structure: Scope of Work: Arvig proposes to take over management of the FiberNet division of the City of Monticello. This service will include maintaining and growing the subscriber base, improving technology, expanding product lines, enhancing the customer experience, employing all current FiberNet employees by Arvig, or a subsidiary, and evaluating all costs of the business. Arvig will manage FiberNet as if it owned the business and will make decisions in the best interest of FiberNet accordingly. Arvig will provide executive leadership, accounting, banking, human resources, billing, network, regulatory, sales, marketing and IT expertise. Arvig will manage all of the customer calls, service orders, trouble tickets, network issues, transport decisions, and all other business decisions related to FiberNet. Arvig will provide a monthly netting statement reporting the revenues and costs for the business. New Revenue Opportunities: Opening up the market for special access circuits, point to point Ethernet service and Metro Ethernet will be of high priority for an Arvig managed entity. FiberNet has the infrastructure in place to capitalize on these revenue rich services. Based on Arvig's success of breaking into the market in St. Cloud, we expect a similar and significant impact in Monticello. Multi Dwelling Units (MDUs) will also provide substantial growth for FiberNet, we may employ our Northstar model of service. Video ad insertion and internet banner ad revenue could also be added. Arvig and FiberNet will come to a revenue sharing agreement as it relates to residential and commercial security along with managed IT business services. Fee Structure: Fixed: Invoiced equally in monthly installments based on the projected fixed fee amount per year with a year -end true -up if greater or less than 2% of projection. (Listed as Fixed Cost on the spreadsheet) Comprised of the following elements: Labor - Support Benefits - Support Gen Operating Supplies Professional Services - Audit Legal Fees Management Services (GM) Professional Services - Billing Regulatory Professional Services Miscellaneous Prof Services Telephone /Internet Internal IT Services Mail & Delivery Labor - Field Benefits - Field Clothing Supplies Motor Fuels Fiber /Video /Phone Supplies Gen Operating Supplies Landscaping Materials Misc Repair and Maint Supplies Small Tools Maintenance & Support Services Miscellaneous Prof Services Gopher State Locates Cable /Network Services Training /Conferences Marketing LPV Insurance Office Lease Repair & Maint - Buildings Building /Room Rental Write Offs Dues Membership & Subscrip Licenses and Permits Bank Charges Travel Expense Training /Conferences Electric Water /Sewer Refuse /Recycling Services Repair & Maint - Buildings /Systems Repair & Maint - Mach & Equip Repair & Maint - Vehicles Vehicle lease expense Miscellaneous Other Exp Fixed Mgmt: Base Fee of $150,000 invoiced equally in monthly installments. Increases by 3% each year. Incentive: The incentive management fee will be 50% of the EBITDA greater than $25,000 calculated annually and paid 30 days after the final annual income statement for FiberNet is presented to City Council. Other Assumptions: Arvig has assumed a July 1, 2016 effective date. There will be no allocated expenses from the city to the FiberNet division unless agreed upon before the agreement is signed. FiberNet will rent office space for 500 /month, including utilities, effective July 1, 2016 for the term of this agreement. The existing headend and switching facilities and all tools and work equipment will remain the property of FiberNet and available for use the Arvig employees assigned to work at the FiberNet division at no charge. Vehicles will be transferred to Arvig. Company Proposal: Quarterly presentations to FiberNet's governing body as assigned by the Monticello City Council. CI Of Montikeflo COUNCIL CONNECTION MAY, 2016 9]►V ` +I Transactions May 2016, the DMV processed 7,206 transactions 1,417 more than May 2015. DMV year -to date revenue is $244,359.28 an increase of $564.16 or 2% over the same period last year. Please see the following schedules and graphs for more detail. DMV RECAP COMPARISON FOR 2011 -2016 MONTH/ YEAR Monthly Transaction Count Monthly TOTAL $ COLLECTED Monthly DMV Revenue Monthly Transaction Count Change over Prior Year Monthly DMV Revenue Change over Prior Year Jan -11 4,858 $ 1,055,111.55 $ 21,371.58 Year -to -date Accumlative Change Jan -12 5,522 $ 1,278,495.17 $ 37,534.44 664 $ 16,162.86 Jan -13 5,633 $ 1,320,990.85 $ 39,764.77 111 $ 2,230.33 Jan -14 5,866 $ 1,446,610.41 $ 40,164.33 233 $ 399.56 Jan -15 6,408 $ 1,638,758.42 $ 46,375.32 542 $ 6,210.99 Jan -16 6,661 $ 1,552,700.05 $ 44,032.68 253 $ (2,342.64) Feb -11 4,982 $ 1,032,897.31 $ 27,624.07 $ 6,210.99 15.5% Feb -12 5,652 $ 1,173,015.71 $ 42,748.36 670 $ 15,124.29 Feb -13 5,500 $ 1,186,703.62 $ 40,770.21 (152) $ (1,978.15) Feb -14 5,817 $ 1,248,557.39 $ 38,910.70 317 $ (1,859.51) Feb -15 6,103 $ 1,552,724.23 $ 44,029.96 286 $ 5,119.26 Feb -16 7,259 $ 1,581,346.40 $ 48,448.86 1,156 $ 4,418.90 Mar -11 6,097 $ 1,210,709.86 $ 33,573.49 -1.8% 11,683 Mar -12 6,802 $ 1,496,197.56 $ 50,458.91 705 $ 16,885.42 Mar -13 5,529 $ 1,287,220.07 $ 36,276.31 (1,273) $ (14,182.60) Mar -14 6,587 $ 1,508,292.16 $ 46,503.21 1,058 $ 10,226.90 Mar -16 8,224 $ 1,834,522.51 $ 58,145.73 1,637 $ 11,642.52 Mar -15 8,151 $ 1,950,443.29 $ 51,586.81 (73) $ (6,558.92) Apr -11 5,961 $ 1,118,188.94 $ 32,097.64 16,662 (1,314) Apr -12 5,528 $ 1,311,367.72 $ 44,250.68 (433) $ 12,153.04 Apr -13 6,207 $ 1,410,940.74 $ 44,208.19 679 $ (42.49) Apr -14 6,769 $ 1,545,140.80 $ 49,621.43 562 $ 5,413.24 Apr -15 7,138 $ 1,796,965.46 $ 50,202.02 369 $ 580.59 Apr -16 7,026 $ 1,833,262.26 $ 48,811.36 (112) $ (1,390.66) May -11 4