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City Council Packet 04-10-2018
(RECAP AGENDA) CITY OF PLYMOUTH AGENDA REGULAR COUNCIL MEETING APRIL 10, 2018, 7:00 p.m. 1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE 2. ROLL CALL 3. PLYMOUTH FORUM Individuals may address the Council about any item not contained on the regular agenda. A maximum of 15 minutes is allotted for the Forum. If the full 15 minutes are not needed for the Forum, the City Council will continue with the agenda. The City Council will take no official action on items discussed at the Forum, with the exception of referral to staff or Commission for future report. 4. PRESENTATIONS AND PUBLIC INFORMATION ANNOUNCEMENTS 5. APPROVE AGENDA—Councilmembers may add items to the agenda including items contained in the Council Information Memorandum for discussion purposes or staff direction only. The Council will not normally take official action on items added to the agenda. 6. CONSENT AGENDA—These items are considered to be routine and will be enacted by one motion. There will be no separate discussion of these items unless a Councilmember or citizen so requests, in which event the item will be removed from the Consent Agenda and placed elsewhere on the agenda. (Approved) 6.01 Approve proposed City Council Minutes 6.02 Approve disbursements (Res2018-142) 6.03 Approve Site Plan Amendment and Conditional Use Permit Amendment for a building addition and parking expansion at Ascension Evangelical Lutheran Church located at 15870 46th Avenue (Wayne A. Jeske Associates, Inc. – 2018008 – Res2018-143) 6.04 Approve Conditional Use Permit to allow an indoor commercial recreation use in the I-1 Zoning District within the existing building located at 3580 Holly Lane (Wesley Herold and Mike Korf – 2018009 – Res2018-144) Regular Council Meeting 1 of 2 April 10, 2018 6.05 Approve purchase of replacement chassis and truck mounted sewer jet (Res2018-145) 6.06 Accept utilities for continual maintenance in Ferndale Terrace (2014011 — Res2018-146) 6.07 Adopt resolution supporting the application for the Hennepin County Emergency Response Fund by Trust Builders and Developers, LLC for property located on 43rd Avenue off of Fernbrook Lane (Res2018-147) 6.08 Adopt resolution amending funding sources for equipment purchases (Res2018-148) 7. PUBLIC HEARINGS 8. GENERAL BUSINESS 8.01 (This item was removed from the agenda) 8.02 Consider Site Plan for a new elementary school in the Wayzata School District on property located on County Road 101 north of Creekside Hills 2nd Addition (Wold Architects and Engineers — 2018004 — Res2018-149) (Approved) 8.03 Review Utility Rate Study and adopt 2018 rate structure (Ord2018-08, Ord2018-09, Ord2018-10, Ord2018-11, Res2018-150) (Approved) 9. REPORTS AND STAFF RECOMMENDATIONS 10. ADJOURNMENT Regular Council Meeting 2 of 2 April 10, 2018 6.01 Proposed Minutes Special Council Meeting March 27. 2018 Mayor Slavik called a Special Meeting of the Plymouth City Council to order at 5:30 p.m. in the Medicine Lake Room of City Hall, 3400 Plymouth Boulevard, on March 27, 2018. COUNCIL PRESENT: Mayor Slavik, Councilmembers Prom, Wosje, Johnson, Wills, Davis, and Carroll. ABSENT: None. STAFF PRESENT: Administrative Services Director Hokkanen, Economic Development Manager Landhauser, Housing Manager Barnes, Community Development Director Juetten, Park and Recreation Director Evans, Fire Chief Coppa, Public Works Director Thompson, and City Clerk Engdahl. Industrial/Redevelopment Study Community Development Director Juetten and Community Development Director Juetten solicited comments from the Council regarding an industrial/redevelopment study. The Council provided comments and staff will come back with a draft document in the next few months. Future Study Sessions No study sessions were scheduled. Adiournment Mayor Slavik adjourned the Special Meeting at 6:50 p.m. Sandra R. Engdahl, City Clerk Proposed Minutes 1 of 1 Special Meeting of March 27, 2018 Page Proposed Minutes Regular City Council Meeting March 27. 2018 Mayor Slavik called a Regular Meeting of the Plymouth City Council to order at 7:00 p.m. in the Council Chambers of City Hall, 3400 Plymouth Boulevard, on March 27, 2018. COUNCIL PRESENT: Mayor Slavik, Councilmembers Prom, Johnson, Davis, Wosje, and Carroll. Council Absent: Councilmember Willis. Staff Present: Administrative Services Director Hokkanen, Economic Development Manager Landhauser, Community Development Director Juetten, Park and Recreation Director Evans, Public Works Director Thompson, Fire Chief Coppa, Public Safety Director Goldstein, Design Supervisor Payne, Recreation Supervisor Fram, Housing Manager Barnes, City Attorney Knutson, and City Clerk Engdahl. Plymouth Forum No one was present to address the Council. Presentations and Public Information Announcements (4.01) Announcement of Primavera Arts Festival on April 20-21 Recreation Supervisor Fram announced this year's Primavera Arts Festival on April 20-21 at the Plymouth Creek Center. Approval of Agenda Item No. 8.03 was removed from the agenda at the request of the developer. Motion was made by Councilmember Wosje, and seconded by Councilmember Johnson, to approve the amended a eg nda. With all members voting in favor, the motion carried. Consent Agenda Motion was made by Councilmember Prom, and seconded by Councilmember Wosje, to adopt the Consent Agenda that included the followingitems: ems: Proposed Minutes Page 1 of 5 Regular Meeting of March 27, 2018 Page 2 (6.01) Special and Regular Council Meeting minutes of March 13, 2018. (6.02) Resolution Approving Disbursements ending March 17, 2018 (Res2018-119). (6.03) Resolution Authorizing the Purchase and Installation of a New Playground at East Medicine Lake Park (PRI 89003.001 - Res2018-120). (6.04) Resolution Approving Exclusive Catering Contracts for the Plymouth Creek Center with Lancer Catering, A'BriTin Catering and Hospitality, The Lookout Catering, and Medina Entertainment (Res2018-121). (6.05) Resolution Approving Purchase of an Additional Tractor with Attachments (CE -20-500X - Res2018-122). (6.06) Resolution Approving the Wetland Replacement Plan for the New Wayzata Elementary School — County Road, 101 Section 6, T118N, R22W (Res2018-123) (6.07) Resolution Approving 2018 Solid Waste Hauler Licenses (Res2018-124). (6.08) Resolution Approving Hot Mix Asphalt Prices for 2018 (Res2018-125). (6.09) Resolution Ordering Preliminary Engineering Report for the 2018 Public Works Mill and Overlay Project (STI 89004.001 — Res2018-126), Resolution Receiving Preliminary Engineering Report and Calling for a Public Hearing for the 2018 Public Works Mill and Overlay Project (189004.001 — Res2018-127), Resolution Declaring Cost to be Assessed and Ordering Preparation of Proposed Assessment for the 2018 Public Works Mill and Overlay Project (ST189004.001 — Res2018-128), and Resolution Calling for Hearing on Proposed Assessment for the 2018 Public Works Mill and Overlay Project (ST 189004.001 — Res2018-129). (6.10) Resolution Ordering Preliminary Engineering Report for the State Highway 55 Frontage Road Reconstruction Project (13002 — Res2018-130), Resolution Receiving Preliminary Engineering Report, Ordering Preparation of Plans and Specifications, and Calling for a Public Hearing for the State Highway 55 Frontage Road Reconstruction Project (13002 — Res2018- 131), Resolution Approving Plans and Specifications, and Ordering Advertisement for Bids for the State Highway 55 Frontage Road Reconstruction Project (13002 — Res2018-132), Resolution Declaring Cost to be Assessed, and Ordering Preparation of Proposed Assessment for the State Highway 55 Frontage Road Reconstruction Project (13002 — Res2018-133), Resolution Setting Hearing on Proposed Assessment for the State Highway Frontage Road Reconstruction Project (13002 — Res2018-134), and Resolution Approving Acquisition of Permanent Easement for Street, Drainage and Utility Purposes for the State Highway 55 Frontage Road Reconstruction Project (13002 — Res2018-135). (6.11) Resolution Awarding the Contract for the 2018 Sanitary Sewer Lining Project (SS189001.001 - Res2018-136). Proposed Minutes Page 2 of 5 Regular Meeting of March 27, 2018 Page 3 (6.12) Ordinance Amending Chapter 21 of the City Code for Lighting Zone Map Amendments for Three City of Plymouth Parks located at 1740 East Medicine Lake Boulevard (East Medicine Lake Park), 1920 West Medicine Lake Drive (West Medicine Lake Park), and 5805 Lawndale Lane (future Meadows Community Park and Playfield) (2018006 — Ord2018-06), Resolution Approving Findings of Fact for Lighting Zone Map Amendment for Three City of Plymouth Parks located at 1740 East Medicine Lake Boulevard (East Medicine Lake Park), 1920 West Medicine Lake Drive (West Medicine Lake Park), and 5805 Lawndale Lane (future Meadows Community Park and Playfield) (2018006 — Res2018-136), and Resolution Approving Summary Publication of Ordinance No. 2018-06 (Res2018-138). (6.13) Resolution Approving the Amended 2018 Pay Equity Report (Res2018-139). With all members voting in favor, the motion carried. Public Hearings There were no public hearings. General Business (8.01) Sand Companies Housing Project Housing Manager Barnes reported Sand Companies is requesting support for the project and application to the Minnesota Housing Finance Agency (MHFA) for project funding and confirming the consideration of a Tax Increment Finance Housing district (TIF) application at a later date. This includes preliminary support for a 58 -unit workforce housing development and stand-alone coffee shop on the vacant parcel located in the Crossroads Commons development. Approval of preliminary support will help them be more competitive in their funding request to the MHFA. In response to questions from the Council, Housing Manager Barnes and Community Development Director Juetten provided the following information: • This process is unique, and agencies have different timings for funding requests. The low-income housing tax credit deadlines are fast approaching. As part of the competitive criteria for applications to be successful, they need to have municipal support. This shows support for the application and concept of a 58 -unit housing development, but it does not commit the Council to approve the actual plan for the site. • If this is approved by the Council and the applicant is awarded their requested funding, the applicant will come back to the Council with their full application and PUD amendment request. If the Council denies the application at that time, the applicant's funding sources go away. • When the actual plans for the development come forward, the public will be noticed. Proposed Minutes Page 3 of 5 Regular Meeting of March 27, 2018 Page 4 • This is only a request to support the application for financing through other agencies. Currently, Sand Companies has a contract on the property, which eliminates the possibility of another developer proposing a different use for the site. • Sand Companies will be selling the portion for a coffee shop to a user and they are currently going through administrative approvals with the Planning Department. • The housing development plan will include a mix of two, three, and four-bedroom units. Motion was made by Councilmember Davis, and seconded by Councilmember Johnson, to adopt a Resolution Supporting Tax Increment Financing Assistance for a 58 Unit Multi -Family Housing Project ct (Res2018- l 40). With all members voting in favor but Councilmember Prom, the motion carried. (8.02) Planned Unit Development Amendment Request to allow a Second Freestanding Sign to remain on Site for Property located at 2700 Campus Drive (Eniva Health — 2018005) Community Development Director Juetten reported a sign was installed even though staff denied a sign permit. The applicant is now requesting a PUD amendment to allow for the sign. The Planning Commission discussed the proposal and agreed the sign doesn't meet the intent as described by the applicant and recommends denial of the request. Randy Hanson, 2700 Campus Drive, stated the owner thought he had received approval to install the sign. Therefore, they are requesting a PUD amendment. In the industrial park, there are other businesses that have similar signs. Mary Veloske, 2700 Campus Drive, stated they would like more clarification on why the PUD amendment would not be approved. They are open to working with the City to continue to explore other options. In response to questions from the Council, Community Development Director Juetten provided the following information: • The property has both access points on the same street. The PUD amendment was denied because the need for two signs was not demonstrated. • This area has multiple signs as part of the original PUD approval because there are multiple businesses in that area. However, the area in question is a one -unit business and is the only business in that building. PUD amendments were granted in the 1980s for Crown Plaza due to the need to guide traffic to an area that is not directly visible. The property to the north also has two access points, but they are on different roadways and a sign is needed to show how to access that site. • The original sign permit was denied because it was too large per the Zoning Ordinance. The Zoning Ordinance will allow a directional sign that is four square feet in size. In addition, the content on the sign didn't meet the requirements of the Zoning Ordinance. • He is unsure if the sign was installed before the applicant applied for a permit or after it was denied. Proposed Minutes Page 4 of 5 Regular Meeting of March 27, 2018 Page 5 • The other signs in the area also had to go through a City approval process in order to have their signs installed. The Council commented this sign is not directional and is trying to advertise the retail store. It is not fair to other businesses in the community who comply with the Zoning Ordinance. The applicant can make changes to the sign to meet City regulations. Motion was made by Councilmember Prom, and seconded by Councilmember Davis, to adopt a Resolution Denying aRequest for a Planned Unit Development Amendment to Allow a Second Freestanding Sign for Property located at 2700 Campus Drive (2018005 — Res2018-140. With all members voting in favor, the motion carried. (8.03) Summers Edge III Preliminary Plat located at Outlot A, Summers Edge South and 18740 Medina Road (2017107) This item was removed from the agenda. Reports and Staff Recommendations There were no reports and staff recommendations. Adjournment Mayor Slavik adjourned the meeting at 7:29 p.m. Sandra R. Engdahl, City Clerk Proposed Minutes Page 5 of 5 Regular Meeting of March 27, 2018 Page 6 rp City of Plymouth Adding Quality to Life REGULAR COUNCIL MEETING April 10, 2018 Agenda Number: To: Dave Callister, City Manager Prepared by: Gina Nesenson, Finance Clerk Reviewed by: Jodi Bursheim, Finance Manager Item: Approve Disbursements Ending March 31, 2018 6.02 1. ACTION REQUESTED: Adopt attached resolution approving the disbursements for the period ending March 31, 2018. 2. BACKGROUND: Attached is a list of City fund disbursements for the period ending March 31, 2018. 3. BUDGET IMPACT: N/A 4. ATTACHMENTS: Check Registers Resolution Page 1 Invoice Expense Distribution for Period Ended 03/31/18 Council meeting 04/10/18 FUND 100 General Fund 218,393.05 200 Recreation Fund 30,943.39 210 Parker's Lake Cemetery Maint 0.00 220 Transit System Fund 347,604.10 234 Economic Development Fund 0.00 240 Lawful Gambling 0.00 250 Comm Dev Block Grant Fund 28,095.00 254 HRA Section 8 Fund 47.00 254 HAP Check Summary 1,965.00 258 HRA General Fund 255.00 300 1998C GO Activity Center 0.00 304 1998B Shenandoah Debt Sery 0.00 305 2004A GO Public Safety 0.00 307 1998A -TIF #7-5A Rottland 0.00 308 2005A TIF #1-1 0.00 309 2007A Open Space Series 0.00 310 2009A TIF #7-5A Refund 1998A 0.00 311 2009B AC and FH Refunding 0.00 312 2010A GO Open Space 0.00 314 2012A GO Refunding 2004A 0.00 315 2015A GO Open Space 0.00 400 General Capital Projects Fund 173,244.59 401 Minnesota State Aid Fund 0.00 404 Community Improvement 0.00 405 Park Replacement Fund 0.00 406 Street Reconstruction Fund 0.00 407 Project Administration Fund 0.00 408 Park Construction 0.00 409 Capital Improvement Fund 0.00 412 Water Sewer Replace 0.00 413 Improvement Project Construction 18,754.50 414 Shenandoah Administration 0.00 415 Shenandoah Surplus 0.00 417 Project Warranty Repairs 0.00 418 Utility Trunk System Expansion 0.00 420 Water Sewer Construction 0.00 421 ENT -Water Resources Constrctn 9,118.25 422 TIF 7-4 PTP Construction 0.00 423 TIF 7-5 Rottlund (Const) 0.00 424 TIF 7-6 Berkshire 0.00 425 TIF Housing Assistance Program 0.00 426 TIF 7-7 Stonecreek 0.00 427 TIF 1-1 Shops at Plymth Crk 0.00 428 TIF 1-2 Vicksburg Commons 0.00 429 TIF HRA 1-3 Crossroads Station 240.00 430 CON -Open Spaces Series 2007A 0.00 431 CON -2010A Open Space 0.00 432 TIF #7-8 Quest 0.00 500 Water Fund 101,268.51 510 Water Resources Fund 5,959.93 520 Sewer Fund 82,001.39 530 Solid Waste Management Fund 150,762.63 540 Ice Center Fund 30,067.64 550 Field House Fund 827.16 600 Central Equipment Fund 146,576.49 610 Public Facilities Fund 36,473.06 620 Information Technology Fund 58,912.83 630 Risk Management Fund 626.78 640 Employee Benefits Fund 221,623.54 650 Design Engineering 0.00 660 Resource Planning 527.58 800 Investment Trust Fund 0.00 850 Plymouth Town Square 0.00 851 Vicksburg Crossing 0.00 Total Invoice Expense Distribution: 1,664,287.42 Page 2 rCity of Plymouth Check Payment Register 03/18/2018 to 03/31/2018 Check EFT Date Paid: 03/19/2018 MN Dept of Labor & Industry Amount: $8,051.51 Inv. 180228 02/28/2018 Feb'18 Bldg Permit Surcharge Item Description Total Price Feb'18 Bldg Permit Surcharge $8,051.51 Check EFT Date Paid: 03/19/2018 Minnesota Revenue Amount: $1,886.42 Inv. 022818 02/28/2018 Feb'18 Special Fuel Tax Item Description Total Price Feb'18 Special Fuel Tax $1,886.42 Check EFT Date Paid: 03/19/2018 Minnesota Revenue Amount: $14,360.00 Inv. 180228 02/28/2018 Feb'18 Gnrl, Henn, Transit sales tax Item Description Total Price Feb'18 Gnrl, Henn,Transit sales tax $14,360.00 Check EFT Date Paid: 03/22/2018 Selectaccount Amount: $1,063.15 Inv. 1222630 03/08/2018 Mar'18 VEBA & FSA admin fees Item Description Total Price Mar'18 VEBA & FSA admin fees $1,063.15 Check EFT Date Paid: 03/30/2018 MN Child Support Payment Ctr Amount: $1,297.16 Inv. 2018-00000077 03/30/2018 CHID SUP% - Child Support Percentage* Item Description Total Price 03/30/2018 Deduction Child Support Percentage $245.03 03/30/2018 Deduction Child Support $118.13 03/30/2018 Deduction Child Support $161.05 03/30/2018 Deduction Child Support $772.95 Check 115419 Date Paid:03/22/2018 2nd Nature Lawn & Snow Amount: $308.40 Inv. 532 03/05/2018 March'18 snow contract Item Description Total Price March Snow Contract $308.40 Check 115420 Date Paid:03/22/2018 Action Fleet Inc Amount: $542.46 Inv. 11308 03/09/2018 2-30W strobe head w/15' cable Item Description Total Price 2-30W strobe head w/15' cable $171.16 Inv. 11310 03/09/2018 1 Federal Signal Valor Circuit Board Red Item Description Total Price 1 Federal Signal Valor Circuit Board Red $199.00 Inv. 11317 03/14/2018 Credit Memo for Inv#11308 Return 2-30W Strobe Heads Item Description Total Price Credit Memo for Inv#11308 Return 2-30W Strobe Heads ($171.16) Inv. 11319 03/14/2018 2 Microthin & Microdach light strobe tube, 2 LED blue/whit light Item Description Total Price 2 Microthin & Microdach light strobe tube, 2 LED blue/whit light $343.46 Check 115421 Date Paid:03/22/2018 AI's Coffee Company Amount: $281.64 Inv. 127011 03/02/2018 IC Concession coffee resupply Item Description Total Price Open PO -Concession Resale $281.64 Check 115422 Date Paid:03/22/2018 Allied Graphics Amount: $222.00 Page 1 of 27 Page/2 2018 Inv. 5365 03/07/2018 150-2018 Trash Hauler License decals Item Description 2018 Trash Hauler License decals Check 115423 Date Paid:03/22/2018 Allina Health Amount: $210.00 Inv. 311870695 03/08/2018 2.9.18 PreEmployment NonDOT Drug $950.00 Screen/physical, audiogram Check 115429 Date Paid:03/22/2018 Boyer Trucks Item Description $69.35 Total Price STMT 311870695: February PreEmployment $210.00 Check 115424 Date Paid:03/22/2018 Andy's Lawncare Amount: $171.60 Inv. 27493 03/01/2018 March'18 snow contract Parkwoods & Sugar $69.35 Hills Townhomes Check 115430 Date Paid:03/22/2018 Cass County Sheriff's Dept Item Description $50.00 Total Price March Snow Contract $171.60 Check 115425 Date Paid:03/22/2018 Apex Print Technologies LLC Amount: $8,209.62 Inv. 236992 02/28/2018 Feb'18 UB processing/printing $50.00 Item Description Check 115431 Date Paid:03/22/2018 CDW Government Inc. Total Price February 2018 UB processing & printing $791.04 $8,209.62 Check 115426 Date Paid:03/22/2018 ARC / Riot Creative Imaging Amount: $500.00 Inv. 54MN19001792 02/26/2018 Feb'18 Plotter maintenance Total Price Item Description 3 - MS SLD+ Office STD 2016 App Total Price Estimated Plotter maintenance for 2018 Check 115432 Date Paid:03/22/2018 $500.00 Check 115427 Date Paid:03/22/2018 Asset Supply and Paper Inc. Amount: $482.85 Inv. 52993 02/27/2018 15 1.5EQml Blk 10/10 Liners Item Description Total Price Liners Dog Signs $482.85 Check 115428 Date Paid:03/22/2018 Bolton & Menk Consulting Engineers Amount: $19,314.50 Inv. 0214620 02/28/2018 1.13/2.9.18 Proj No T21.115399 Professional Services Item Description Total Price Miscellaneous Professional services for Utilities $3,610.00 Inv. 0214761 02/28/2018 Proj No C15.115271 Troy Lane Engineering Services Item Description Troy Lane Engineering Services Inv. 214385 02/26/2018 Proj No R22.115806 - Water System Professional Services Total Price $14,754.50 Item Description Total Price Water System Professional Services $950.00 Check 115429 Date Paid:03/22/2018 Boyer Trucks Amount: $69.35 Inv. 192303R 03/02/2018 1 Air Filter, Vehicle #2009 Item Description Total Price 1 Air Filter, Vehicle #2009 $69.35 Check 115430 Date Paid:03/22/2018 Cass County Sheriff's Dept Amount: $50.00 Inv. 18010293 03/11/2018 Bail - Brant Charles McManigle 18-10293 Item Description Total Price Bail - Brant Charles McManigle 18-10293 $50.00 Check 115431 Date Paid:03/22/2018 CDW Government Inc. Amount: $791.04 Inv. LWQ1700 03/01/2018 3 - MS SLD+ Office STD 2016 App Item Description Total Price 3 - MS SLD+ Office STD 2016 App $791.04 Check 115432 Date Paid:03/22/2018 Choice Signs & Graphics Inc. Amount: $504.00 Inv. 5280 03/16/2018 12 24"x34" corrugated 1 sided plastic dog signs Item Description Total Price Dog Signs $504.00 Page 1 of 27 Pagf/212018 Check 115433 Date Paid: 03/22/2018 City of Hopkins - Police Department Amount: $70.00 Inv. 2018-00000071 03/15/2018 7.26.18 Trng Registration -Regional Response, Walbridge, Gerads Item Description Total Price Registration for Training -Regional Response $70.00 Check 115434 Date Paid:03/22/2018 City of Minnetonka Amount: $180.00 Inv. 180227 02/27/2018 2.24.18 Winter Teen Trip -Snow Tubing Participant Fee (4) Item Description Total Price Snow Tubing- Feb. 24, 2018 $72.00 Inv. 180313 03/13/2018 3.10.18 Winter Teen Trip-Knockerball participant fee (4) Item Description Total Price Knockerball- Mar. 10, 2018 $108.00 Check 115435 Date Paid:03/22/2018 City of St Paul Amount: $1,146.00 Inv. IN00027593 03/13/2018 2.12-2.16.18 Registration, PDI Trng-Basic Undercover, Fischer Item Description Total Price Registration for Basic Undercover -Fischer $549.00 Inv. IN00027646 03/13/2018 3.7/3.8.18 PDI Training T.A.C.T.-Clayburn, Klaes,Larson Item Description Total Price Registration for Arrest and Control $597.00 Check 115436 Date Paid:03/22/2018 Comcast Amount: $277.06 Inv. 02181030318 03/07/2018 3.16/4.15.18 CH Cable TV service Item Description Total Price Mar 18 Cable TV service - CH $110.63 Inv. 02536960418 03/13/2018 3.22/4.21.18 IC Cable TV Item Description Total Price 3.22/4.21.18 IC Cable TV $12.12 Inv. 06832230318 03/08/2018 3.18/4.17.18 CMCL Item Description Total Price Comcast Estimate for 2018 $124.85 Inv. 07578370318 03/07/2018 3.17/4.16.18 PS Cable TV service Item Description Total Price Mar 18 Cable TV service - PS $52.55 Inv. 07578450318 03/07/2018 3.17/4.16.18 PCC Internet - cable box reduction credit Item Description Total Price 3.17/4.16.18 PCC Internet - cable box reduction credit ($23.09) Check 115437 Date Paid:03/22/2018 Compass Minerals/North American Salt Amount: $20,914.78 Inv. 206123 02/26/2018 2.26.18 40.58 TN Rock salt Item Description Total Price Rock salt $2,059.03 Inv. 206654 02/27/2018 2.7.18 21.14 TN Rock salt Item Description Total Price Rock salt $1,198.22 Inv. 206772 02/27/2018 2.27.18 64.98 TN Rock salt Item Description Total Price Rock salt $3,297.09 Inv. 207877 02/28/2018 2.28.18 86.48 TN Rock salt Item Description Total Price Rock salt $4,388.00 Inv. 208686 03/01/2018 3.1.18 87.69 TN Rock salt Item Description Total Price Rock salt $4,449.39 Inv. 209393 03/02/2018 3.2.18 108.85 TN Rock salt Page 1 of 27 Pag�/22018 Item Description Rock salt Check 115438 Date Paid:03/22/2018 Derson Manufacturing Inc. Amount Inv. 35921 01/08/2018 Repair of oil burner Item Description Repair of oil burner $54.00 Check 115439 Date Paid:03/22/2018 Dexon Computer Inc. Amount Inv. 92977 02/28/2018 Cisco Catalyst 3850/3750 Power cable Item Description Cisco Catalyst 3850/3750 Power cable $405.00 Shipping Check 115440 Date Paid:03/22/2018 Ehlers & Associates Inc. Amount Inv. 76452 03/16/2018 ESC01814 TIF 1-4 Sand Companies (Elements) Item Description Inv #76452 - TIF 1-4 Sand Companies (Elements) Check 115441 Date Paid: 03/22/2018 eQuality Pathways to Potential Amount Inv. 1802PCC 02/28/2018 Feb'18 PCC Janitorial Item Description February Equality Invoice Check 115442 Date Paid: 03/22/2018 ESRI Inc. Inv. 93426419 02/28/2018 6.5.18-6.4.19 Arcview Maintenance Contract Item Description ArcGIS Desktop Adv Concurrent Use (Arclnfo) Maintenance ArcGIS Std Concurrent Use Primary Maintenance ArcGIS Basic Concurrent Use Primary Maintenance ArcGIS Basic Concurrent Use Secondary Maintenance ArcGIS Spatial Analyst for Concurrent Maintenance ArcGIS Basic Single Use Primary ArcGIS Basic Single Use Secondary ArcGIS Network Analyst for Desktop Concurrent ArcGIS Developer Professional ArcGIS Enterprise Standard up to 4 Core Check 115443 Date Paid:03/22/2018 FedEx Office Inv. 180313 03/13/2018 24 Clear Covers for Map books Item Description Covers for Map books Amount Total Price $5,523.05 $502.30 Total Price $502.30 $54.00 Total Price $45.00 $9.00 $405.00 Total Price $405.00 $330.00 Total Price $330.00 $16,241.00 Total Price $3,000.00 $1,500.00 $700.00 $2,000.00 $500.00 $400.00 $900.00 $500.00 $1,741.00 $5,000.00 Amount: $7.20 Total Price $7.20 Check 115444 Date Paid:03/22/2018 First Student Inc. Amount: $2,362.00 Inv. 1398CO24062 02/23/2018 2.23.18 Ski Program Trip Wayzata East MS to Powder Ridge -Kimball Item Description Ski Program Trip Feb 23 - East Bus Inv.1398CO24067 02/24/2018 Item Description Ski Program Trip Feb 23 - West Bus Inv.1398CO24072 02/24/2018 Item Description Ski Program Trip Feb 23 - Central Bu: Check 115445 Date Paid: 03/22/2018 Inv.IN0011220562 02/26/2018 Item Description 2 Spinner Motors Check 115446 Date Paid:03/22/2018 Inv. 9712725531 02/28/2018 2.23.18 Ski Program Trip Wayzata Central MS to Powder Ridge -Kimball 2.23.18 Ski Program Trip Wayzata West MS to Powder Ridge -Kimball Force America/VariTech Industries 2 Spinner Motors Grainger 1-5gal bucket vehicle wash, FS3 Total Price $500.00 Total Price $931.00 Total Price $931.00 Amount: $445.47 Total Price $445.47 Amount: $88.52 Page 1 of 27 Pagf/2018 Item Description 1-5gal bucket vehicle wash, FS3 Check 115447 Date Paid:03/22/2018 Green Stuff Outdoor Services Inv. 239604 03/06/2018 March'18 snow contract Item Description March Snow Contract Check 115448 Date Paid:03/22/2018 Inv. 180301 03/01/2018 Item Description March Snow Contract Check 115449 Date Paid:03/22/2018 Inv. 6587 03/02/2018 Item Description March Snow Contract Check 115450 Date Paid:03/22/2018 Inv. 10859261 03/01/2018 Total Price $88.52 Amount: $203.99 Total Price $203.99 Greenway Lawn Maintenance Inc. Amount: $666.12 March'18 snow contract Kingswood Farm HOA GroundsCare Inc. March'18 snow contract Hach Company Testing chemicals -ascorbic acid, DPD refill, iron reagent Total Price $666.12 Amount: $2,368.20 Total Price $2,368.20 Amount: Item Description Testing chemicals, Inv #10859261 Check 115451 Date Paid:03/22/2018 Hennepin County Treasurer Amount: Inv. 1000108267 03/01/2018 Mar'18 Technical Support Item Description Estimated Monthly Support 2018 Check 115452 Date Paid:03/22/2018 Hennepin County Treasurer Amount: Inv. 1000108107 03/02/2018 Feb'19 Fire Radio admin fees Item Description Radio support fees Radio support fees Check 115453 Date Paid:03/22/2018 Instrumental Research Inc. Amount: Inv. 840 02/26/2018 Feb'18 Water test samples Item Description February Water testing #840 Check 115454 Date Paid: 03/22/2018 Jimmy's Johnnys Amount: Inv. 128491 02/27/2018 1.29/2.25.18 Parks PT Services Item Description Invoice # 128491 - 1-29-18 - 2-20-18 - PT Services Check 115455 Date Paid:03/22/2018 Kriss Premium Products Inc. Amount: Inv. 155145 03/02/2018 Feb'18 IC Chemical Treatment Item Description Rink Chemicals Check 115456 Date Paid: 03/22/2018 Lano Equipment Inc. Amount: Inv. 03546579 02/26/2018 BPA SB Cutting Edge 66"x1/2, Vehicle #6068 Item Description Blanket Purchase Order Effective Jan2018 - Dec2018 Check 115457 Date Paid:03/22/2018 Lisa Lynn Consulting/Sorensen Consulting/Lisa Sore $250.00 Inv. COP118 03/15/2018 Feb'18 Facilitate a Selection Assessment, Rassmuson $504.26 Total Price $504.26 $51.00 Total Price $51.00 $1,932.11 Total Price $161.23 $1,770.88 $755.00 Total Price $755.00 $1,228.22 Total Price $1,228.22 $480.00 Total Price $480.00 $105.18 Total Price $105.18 Amount: Item Description Total Price INV COP. 1.18 Selection Assessment Rassmuson. $250.00 Check 115458 Date Paid:03/22/2018 Marsden / Fidelity Bldg Service Amount: $16,381.11 Inv. 264959 03/01/2018 Mar'18 Facility Janitorial Services - CH/PS, CWP, PW, ZWP Page 1 of 27 Pag�/272018 Item Description Inv. 265585 03/01/2018 Facility Janitorial Services - March 18 - CH/PS Facility Janitorial Services - March 18 - CWP Facility Janitorial Services - March 18 - PW Facility Janitorial Services - March 18 - ZWP Inv. 264960 03/01/2018 Item Description Mar'18 - Contracted Sunday cleaning fee - CH Item Description Inv. 265588 03/01/2018 Contracted Sunday cleaning fee Inv. 265585 03/01/2018 March'18 FS1 Janitorial services Item Description March 18 Janitorial services - FS1 Inv. 265586 03/01/2018 March'18 FS2 Janitorial services Item Description March 18 Janitorial services - FS2 Inv. 265587 03/01/2018 March'18 FS3 Janitorial services Item Description March 18 Janitorial services - FS3 Inv. 265588 03/01/2018 March'18 TS #73 Janitorial services Item Description March 18 Janitorial services - Station 73 Inv. 265589 03/01/2018 March'18 The Reserve Janitorial services Item Description March 18 Janitorial services - The Reserve Check 115459 Date Paid:03/22/2018 Metropolitan Council Inv. 180228 03/15/2018 Feb'18 Sewer Availability Charge/SAC Item Description Feb'18 Sewer Availability Charge/SAC Total Price $8,493.79 $215.04 $2,622.31 $215.53 Total Price $250.00 Total Price $572.99 Total Price $1,260.26 Total Price $1,174.72 Total Price $1,203.14 Total Price $373.33 Amount: $69,376.23 Total Price $69,376.23 Check 115460 Date Paid:03/22/2018 Minneapolis Saw Company Inc. Amount Inv. 73514 03/05/2018 Forestry Hand Tools -1 Pruner Head, 1 Zubat 300 13", 1 Handsaw Item Description Forestry Hand Tools Check 115461 Date Paid:03/22/2018 Mint Roofing Inc. Amount: Inv. 651430 03/12/2018 Repair roof leak over electrical room - new PS building Item Description Repair roof leak over electrical room - new PS building Check 115462 Date Paid:03/22/2018 MN Dept of Transportation Amount: Inv. 180319 03/19/2018 15 MnDOT Temporary Traffic Control Field Manuals Item Description Check 115463 Date Paid:03/22/2018 MN/SCIA MN Sex Crimes Investigators Amount Inv. 01691 03/21/2018 3.21.18 Training Registration -Basic Sex Assault, D. Durenberger Item Description Registration for Training -Basic Sex Assault Inv. 01692 03/21/2018 3.21.18 Training Registration -Basic Sex Assault, D. Anderson Item Description Registration for Training -Basic Sex Assault Inv. 01693 03/21/2018 3.21.18 Training Registration -Basic Sex Assault, K. Beran Item Description Registration for Training -Basic Sex Assault Inv. 01694 03/21/2018 3.21.18 Training Registration -Basic Sex Page 1 of 27 $261.65 Total Price $261.65 $554.14 Total Price $554.14 $86.03 Total Price $86.03 $300.00 Total Price $60.00 Total Price $60.00 Total Price $60.00 Pagf/z 2018 Assault, K. Beauchane Item Description Total Price Registration for Training -Basic Sex Assault, K. Beauchane $60.00 Inv. 01695 03/21/2018 3.21.18 Training Registration -Basic Sex Assault, H. Bird Item Description Total Price Registration for Training -Basic Sex Assault $60.00 Check 115464 Date Paid: 03/22/2018 MTI Distributing Inc. Amount: $250.00 Inv. 115546400 03/02/2018 2.28.18 Equipment Systems Class- Suhur, Knutson Item Description Total Price 2.28.18 Equipment Systems Class- Suhur, Knutson $250.00 Check 115465 Date Paid:03/22/2018 Networkfleet Inc. Amount: $170.00 Inv. OSV000001339472 03/01/2018Feb'18 Parks GPS Units Item Description Total Price GPS Units $170.00 Check 115466 Date Paid:03/22/2018 Nystrom Publishing Co Inc. Amount: $5,934.62 Inv. 40317 02/27/2018 Mar/Apr'18 Plymouth News & Environ Insert print/mail Item Description Total Price Plymouth News/March-April and Environmental Extra $5,934.62 Check 115467 Date Paid:03/22/2018 Office Depot Amount: $192.01 Inv. 110730636001 02/26/2018 1 Electronic Label Adapter Item Description Total Price 1 Electronic Label Adapter $24.99 Inv. 110730676001 02/26/2018 2 bx 50 9.241b white envelope, 1 dz med blk/1 dz med blue pens Item Description Total Price 2 bx 50 9.241b white envelope, 1 dz med blk/1 dz med blue pens $28.54 Inv. 111208859001 02/27/2018 1 dz Med Pen, 3 pk 46 notes, 1 pk wrbnd bk, 1 pk Post -it Item Description Total Price 1 dz Med Pen, 3 pk 46 notes, 1 pk wrbnd bk, 1 pk Post -it $60.95 Inv. 112052275001 03/01/2018 2dz mechanical pencil, 1 tissue, 1dz steno pad, 2 stack bins Item Description Total Price 2dz mechanical pencil, 1 tissue, 1dz steno pad, 2 stack bins $77.53 Check 115468 Date Paid:03/22/2018 Oil -Air Products LLC Amount: $385.84 Inv. 6229650001 02/27/2018 Crimp couplings, crimp fitting, hose 6" & 8" Item Description Total Price Crimp couplings, crimp fitting, hose 6" & 8" $385.84 Check 115469 Date Paid:03/22/2018 Olsen Chain & Cable Co Inc. Amount: $43.28 Inv. 615097 02/28/2018 Truck #291 - Salt Retrofits - ring/clip Item Description Total Price Truck #291 - Salt Retrofits - ring/clip $43.28 Check 115470 Date Paid:03/22/2018 On Time LandCare LLC Amount: $125.76 Inv. 10881 02/05/2018 March'18 snow contract Item Description Total Price March Snow Contract $125.76 Check 115471 Date Paid:03/22/2018 Ostvig Tree, Inc. Amount: $7,853.75 Inv. 29748 03/08/2018 2.21/3.6.18 Street pruning Item Description Total Price 2018 Tree Maintenance (2nd year of 2 year contract) $7,853.75 Check 115472 Date Paid:03/22/2018 Outdoor Images Inc. Amount: $247.44 Page 1 of 27 Pag�/272018 Inv. 117061 03/01/2018 March'18 snow contract Item Description March Snow Contract Check 115473 Date Paid:03/22/2018 Owens Companies Inc. Amount: Inv. 76914 02/28/2018 PWT #2 Repair and relocate burnt out Heater elements Item Description Repair and relocate burnt out Heater elements. # 76914 Inv. 77139 03/08/2018 Jan-March'18 CWP HVAC Prevent maintenance Item Description Service contract 1/1 - 3/31 Central Plant # 77139 Inv. 77140 03/08/2018 Jan-March'18 ZWP HVAC Prevent maintenance Item Description Service contract 1/1 - 3/31 Zachary water pl. # 77140 Check 115474 Date Paid:03/22/2018 Oxygen Service Company Inv. 08149549 03/19/2018 6 medical oxygen tanks Item Description 6 tanks 6281227 Check 115475 Date Paid:03/22/2018 Personnel Evaluation Inc. Inv. 26750 02/28/2018 2.27.18 JV PEP Webinar - Latzke Item Description INV 26750: PEP Billing thru 02.28.2018 Inv. 26751 02/28/2018 Feb'18 Personnel evaluation Item Description Monthly statement Check 115476 Date Paid: 03/22/2018 Phasor Electric Company Inv. 045933 03/02/2018 New outlet and replace ballasts - PS Item Description Replace ballasts - PS Inv. 045934 03/02/2018 New outlet and replace ballasts - PW Item Description Add Outlet at PW for security system Check 115477 Date Paid:03/22/2018 Plaisted Companies Inc. Inv. 14228 02/28/2018 18.15 ton ice control sand Item Description Sand Check 115478 Date Paid:03/22/2018 PowerPlan/RDO/Vermeer Inv. P38805 03/08/2018 #200 Loader head gasket Item Description #200 Loader head gasket Check 115479 Date Paid:03/22/2018 Precise MRM LLC Inv. IN2001016098 02/28/2018 Jan'18 Streets pooled Data Item Description Pooled Data Check 115480 Date Paid:03/22/2018 Printers Service Inc. Inv. 281950 02/28/2018 IC 77" Blade Sharpening (6) Item Description Blade Sharpening Check 115481 Date Paid:03/22/2018 Pro -Tec Design Inv. 84453 03/02/2018 CH Remodel, Park & Rec Card Reader, F M 170003 Item Description Card Reader for City Hall Remodel Check 115482 Date Paid:03/22/2018 Proscape Maintenance Inc. Page 1 of 27 Amount: Amount Amount Amount Amount Amount Amount Total Price $247.44 $4,003.24 Total Price $991.74 Total Price $1,353.00 Total Price $1,658.50 $52.75 Total Price $52.75 $40.00 Total Price $20.00 Total Price $20.00 $323.35 Total Price $103.40 Total Price $219.95 $234.69 Total Price $234.69 $375.22 Total Price $375.22 $238.92 Total Price $238.92 $120.00 Total Price $120.00 Amount: $1,765.36 Total Price $1,765.36 Amount: 1 $93.48 Page 41x 2018 Inv. 1081 03/01/2018 Feb'18 Snow Removal - Wyndemere Farms Item Description Total Price February Snow Contract $93.48 Check 115483 Date Paid:03/22/2018 Questica Inc. Amount: $1,063.75 Inv. 300442 02/28/2018 Custom Report Changes Item Description Total Price Plymouth Budget Summary by Project Stage - Custom Report $1,063.75 Changes Check 115484 Date Paid:03/22/2018 Rosenbauer Minnesota LLC Amount: $225.40 Inv. 0000028381 03/08/2018 20 SCBA brackets Item Description Total Price SCBA brackets $225.40 Check 115485 Date Paid: 03/22/2018 SAP America, Inc. Amount: $1,000.33 Inv. 6601204404 03/13/2018 5.3.18/5.3.19 Crystal Server maintenance Item Description Total Price Crystal Server maintenance $1,000.33 Check 115486 Date Paid:03/22/2018 SHI International Corp Amount: $6,455.00 Inv. 1307865641 03/02/2018 Raritan KVM switches - for server room & IT department Item Description Total Price 8PT Dominion KX III KVM $1,637.00 16 PT Dominion KX III KVM $2,782.00 DISP Dual USB - D2CIM-DVUSB-DP $852.00 Raritan Dominion KX II D2CIM-DVUSB-HDMI Extender $280.00 Raritan Dominion KX II - D2CIM-VUSB extender $904.00 See Quote 14916523 for details $0.00 Check 115487 Date Paid:03/22/2018 Shred N Go Inc. Amount: $285.32 Inv. 76381 02/28/2018 Feb'18 shredding services - PCC/CH/PW Item Description Total Price Feb 18 shredding - PCC $51.83 Feb 18 shredding - PW $45.83 Feb 18 shredding - CH $187.66 Check 115488 Date Paid:03/22/2018 Shwaders Lawn Care and Landscape Amount: $217.80 Inv. 19837 03/01/2018 March'18 snow contract Item Description Total Price March Snow Contract $217.80 Check 115489 Date Paid:03/22/2018 SMSC/Shakopee Mdewakanton Sioux Community Amount: $4,387.96 Inv. SALES4415 02/28/2018 Feb'18 Organics Recycling Item Description Total Price Organics Recycling $4,387.96 Check 115490 Date Paid:03/22/2018 Southwest Lawn & Snow LLC Amount: $339.00 Inv. 892 03/01/2018 March'18 snow contract Item Description Total Price March Snow Contract $339.00 Check 115491 Date Paid:03/22/2018 Speedpro Imaging Amount: $291.00 Inv. 181136 03/20/2018 Dashboard Graphics 33x76"-1 Jakes City Grille, 2 WS Security Item Description Total Price Dashboard Printing $291.00 Check 115492 Date Paid:03/22/2018 Stonepros LLC Amount: $8,040.00 Inv. 228 03/07/2018 3.6.18 Snow Plowing -COP Cul-de-sac Zones 2-8 Item Description Total Price Cul de sac plowing on 3/6 $8,040.001 Page 1 of 27 Page 41 1 12018 Check 115493 Date Paid:03/22/2018 Streicher's Inc. Amount: $1,390.75 Inv. 11305609 03/14/2018 1 bx/50 rnds-2.9 mm blanks, 4 bx/50 rounds Yellow 2.9 mm marking Item Description Total Price 1 bx/50 rnds-2.9 mm blanks, 4 bx/50 rnds Yellow 2.9 mm marking $360.75 Inv. 11305909 03/15/2018 4 bx/50 rnds - Marking Rounds for Training Item Description Total Price Marking Rounds for Training $1,030.00 Check 115494 Date Paid:03/22/2018 T&D Landscape, Inc. Amount: $180.00 Inv. 5851 03/02/2018 Feb'18 Garland snow removal Item Description Total Price Garland Feb. snow removal $180.00 Check 115495 Date Paid:03/22/2018 Taho Sportswear Inc. Amount: $397.64 Inv. 18TA0392 03/06/2018 60 -Winter Basketball Champion Grey T -Shirts w/screen-print Item Description Total Price Winter Basketball Champion Shirts $341.40 Inv. 18TF0393 03/06/2018 12 -Winter Volleyball Champion Grey T -Shirts, w/screen-print Item Description Total Price Winter Volleyball Champion Shirts $56.24 Check 115496 Date Paid:03/22/2018 TDS Amount: $438.06 Inv. 76350950000318 03/13/2018 March'18 509.5000 Landines, Long Distance Item Description Total Price March'18 509.5000 Landlines, Long Distance $438.06 Check 115497 Date Paid:03/22/2018 Terminal Supply Company Amount: $134.54 Inv. 9506600 03/01/2018 Packard 16 Male/6 Female Connectors, 100 plugs, 2 removal tools Item Description Total Price Packard 16 Male/6 Female Connectors, 100 plugs, 2 removal tools $134.54 Check 115498 Date Paid:03/22/2018 TimeSaver Off Site Secretarial Amount: $245.50 Inv. M23638 03/14/2018 2.27.18 City Council Meeting Item Description Total Price City Council Meetings $245.50 Check 115499 Date Paid:03/22/2018 Town & Country Fence Inc. Amount: $4,050.00 Inv. 1180044 03/01/2018 P & F Fencing/PWYBA Dugout Roofs -Southwood Green Pk & Bass Lk PF Item Description P & F Fencing/PWYBA Dugout Roofs Check 115500 Date Paid:03/22/2018 Inv.104396 02/23/2018 Item Description State contract 70761 T-639 (5) Check 115501 Date Paid:03/22/2018 Inv. 94680434 03/01/2018 Traffic Control Corporation Phase 4 of FYA-Cabinet, MMU TransAlarm Inc. Mar-May'18 Reservoir Fire/Sprinkler system monitoring Total Price $4,050.00 Amount: $4,000.00 Total Price $4,000.00 Amount: $378.30 Item Description Total Price Alarm service for Reservoir. March -May. #94680434 $378.30 Check 115502 Date Paid:03/22/2018 Twin Cities Chess Club / IRAIL, INC Amount: $1,200.00 Inv. PH31318 03/13/2018 10.26/12.7.17 (9) & 2.1/3.8.18 (16) Chess Classes Item Description Total Price Fall 2017 and Winter 2018 Chess Classes $1,200.00 Check 115503 Date Paid:03/22/2018 Twin City Garage Door Co Amount: 1$335.00 Page 1 of 27 Page 412 018 Inv. 501611 03/01/2018 IC garage door repair Item Description Total Price Repair Garage Door $335.00 Check 115504 Date Paid:03/22/2018 Tyler Technologies Inc. Amount: $1,000.00 Inv. 045216415 03/01/2018 New World Services: Return to Sub Ledger Item Description Total Price Inv #045-216415 -New World Services: Return to Sub Ledger $1,000.00 Check 115505 Date Paid: 03/22/2018 University of Minnesota Amount: $420.00 Inv. 2110004385 02/23/2018 3.13/3.14.18 Shade Tree Short Course Registration - Newberger, Buck Item Description Total Price Shade Tree Short Course registration - Buck $210.00 Shade Tree Short Course registration - Newberger $210.00 Check 115506 Date Paid:03/22/2018 USA Bluebook Amount: $865.15 Inv. 503930 02/27/2018 3-360 degree hydrant diffuser, 3 Brass Gland hydrant diffuser Item Description Total Price Tools gate valves and hydrant flushing. #503930 $865.15 Check 115507 Date Paid:03/22/2018 Valley Rich Co Inc. Amount: $3,295.00 Inv. 25314 02/25/2018 Water break repair, 2125 Xanthus Ln Item Description Total Price Water break repair 2125 Xanthus $3,295.00 Check 115508 Date Paid:03/22/2018 Verified Credentials Inc. Amount: $151.00 Inv. 277154 02/28/2018 Feb'18 Background Screening Item Description Total Price INV 277154: February Background Screening $151.00 Check 115509 Date Paid:03/22/2018 Viking Safety Amount: $1,122.80 Inv. 3130523 02/26/2018 7 Jackets for Inspectors w/silkscreen - Bldg Division Item Description Total Price Invoice #3130523 - Building Division - Jackets for Inspectors $705.15 Inv. 3130567 02/26/2018 Repair of gas monitor and calibrate unit Item Description Total Price Repair of gas monitor and calibrate $417.65 Check 115510 Date Paid:03/22/2018 Viking Trophies Amount: $306.00 Inv. 133600 03/08/2018 4 EA -9x12" & 8x10" Matte Blk Finish Plaque w/White Sublimate Plate Item Description Total Price 4 EA -9x12" & 8x10" Matte Blk Finish Plaque w/White Sublimate Plate $306.00 Check 115511 Date Paid:03/22/2018 W S & D Permit Service Amount: $379.58 Inv. 201800819 03/21/2018 Refund BU Permit #201800819 - 3854 Xenium Ct N Item Description Total Price Refund BU Permit #201800819 - 3854 Xenium Ct N $368.75 Refund BU Permit #201800819 - 3854 Xenium Ct N $10.83 Check 115512 Date Paid:03/22/2018 Inv. 885619 03/01/2018 Item Description Open PO -Concession Resale Check 115513 Date Paid:03/22/2018 Inv. 184146004 01/24/2018 Item Description Dance Costume Order Page 1 of 27 The Watson Company IC Concession food resupply Amount: $758.12 Total Price $758.12 Weissman's Theatrical Supply Inc. Amount: $1,314.25 1 Blk Mock Turtleneck, 4 eggplant leotard, 12 emerald Cold Heart Total Price $568.61 Page 41 2018 Inv. 184167122 02/02/2018 7 IC Navy Seven Shades of Blue Total Price Item Description $1,718.38 Total Price Dance Costume Order $237.31 Inv. 184171148 02/05/2018 5 XSC Lemon, 7 SC Lemon Fly to your Heart 1.20/3.4.18 All Wells & WTPs Item Description $34,307.63 Total Price Dance Costume Order $15,843.74 $348.62 Inv. 184199105 02/20/2018 4 SC eggplant mesh skirt, 3 SC navy Seven Inv. 51520312000218 03/14/2018 1.31/3/3/18 8 Lift Stations Shades of Blue Item Description Item Description Total Price Total Price Dance Costume Order $5,761.35 $159.71 Check 115514 Date Paid:03/22/2018 Wright -Henn Elec. Co. Amount: $12,259.38 Inv. 180228 03/09/2018 Feb'18 Residential Street lights, LS, Parks, 2.11/3.10.18 Civil Defense Sirens Transit, traffic Inv. 51593725790218 03/12/2018 Item Description Total Price Feb'18 Residential Street lights, LS, Parks, Transit, traffic $12,259.38 Check 115515 Date Paid:03/22/2018 WSB & Associates Amount: $9,118.25 Inv. R0114170001 02/27/2018 Jan'18 Sewer Rehab, 15th Ave/Hwy 55, Proj No R011417000 Item Description Total Price $9,118.25 Check 115516 Date Paid:03/22/2018 Xcel Energy Amount: $65,086.20 Inv. 51007862360218 03/05/2018 1.16/3.04.18 4 Storm Water Item Description Total Price 1.16/3.04.18 4 Storm Water $154.46 Inv. 51450946640218 03/12/2018 1.31/3.4.18 Rdgmnt, Zach, Lacompte plyfld, E Med Park, PCC path Item Description Total Price 1.31/3.4.18 Rdgmnt, Zach, Lacompte plyfld, E Med Park, PCC path $1,718.38 Inv. 51465207540218 03/07/2018 1.20/3.4.18 All Wells & WTPs Item Description Total Price 1.20/3.4.18 All Wells & WTPs $34,307.63 1.31/3.4.18 ZWT Plant $15,843.74 1.31/2.28.18 WTP $4,281.41 Inv. 51520312000218 03/14/2018 1.31/3/3/18 8 Lift Stations Item Description Total Price 1.31/3/3/18 8 Lift Stations $5,761.35 Inv. 51552709980218 03/12/2018 2.11/3.10.18 Civil Defense Sirens Item Description Total Price 2.11/3.10.18 Civil Defense Sirens $93.30 Inv. 51593725790218 03/12/2018 1.31/3.4.18 3 Bus Shelters Item Description Total Price 1.31/3.4.18 4102 Lancaster Ln N $38.99 1.31/3.3.18 10905 Hwy 55 $2,258.47 1.31/3.4.18 4445 Nathan Ln N Unit Shelter $28.47 Inv. 51626172430218A 03/09/20183.8.18 PCC Turn Key Audit Elec Item Description Total Price 3.8.18 PCC Turn Key Audit Elec $600.00 Check 115517 Date Paid:03/22/2018 Zee Medical Service Amount: $798.60 Inv. 54100555 03/14/2018 PW medical cabinet resupply Item Description Total Price PW medical cabinet resupply $235.60 Inv. 54100559 03/14/2018 CH Medical cabinet resupply Item Description Total Price CH/PS Medical cabinet resupply $71.75 Inv. 54100560 03/14/2018 PS medical cabinet resupply Item Description Total Price PD medical cabinet resupply $112.451 Page 1 of 27 a Page 4/ 12018 Inv. 54100561 03/15/2018 FS2 medical cabinet resupply Item Description Total Price FS2 medical cabinet resupply $87.15 Inv. 54100563 03/15/2018 PCC medical cabinet resupply Item Description Total Price PCC medical cabinet resupply $94.75 Inv. 54100569 03/16/2018 FS3 medical cabinet resupply Item Description Total Price FS3 medical cabinet resupply $104.25 Inv. 54100570 03/16/2018 FS1 medical cabinet resupply Item Description Total Price FS1 medical cabinet resupply $92.65 Check 115518 Date Paid:03/22/2018 Buell Consulting Inc. Amount: $56.28 Inv. 180316 03/16/2018 Receipt #R201505932 Verizon Antenna Proj Escrow Balance Refund Item Description Total Price R201505932 Escrow balance refund, antenna project $56.28 Check 115519 Date Paid:03/22/2018 Cedar View Electric Inc. Amount: $48.00 Inv. 201711136 03/19/2018 Refund EL Permit #201711136 - 4615 Oakview Lane North Item Description Total Price Refund EL Permit #201711136 - 4615 Oakview Lane North $47.00 Refund EL Permit #201711136 - 4615 Oakview Lane North $1.00 Check 115520 Date Paid:03/22/2018 Cobb Wireless Group 11 LLC Amount: $4,246.95 Inv. 180316 03/16/2018 Receipt #R201646405 Verizon Antenna Proj Escrow Balance Refund Item Description Total Price R201646405 Escrow balance refund, antenna project $4,246.95 Check 115521 Date Paid:03/22/2018 Dummies Unlimited Inc. Amount: $3,575.47 Inv. 181104 03/12/2018 Training Equipment -Cuff Man with Taser Vest, Cuff Man ECD Kit Item Description Total Price Training Equipment -Cuff Man with Taser Vest $3,575.47 Check 115522 Date Paid:03/22/2018 FMHC Amount: $3,572.93 Inv. 180316 03/16/2018 Receipt #R201301896 ZWT Antenna Proj Escrow Balance Refund Item Description Total Price R201301896 Escrow balance refund, antenna project $3,572.93 Check 115523 Date Paid:03/22/2018 NCRC NAHRO Amount: $75.00 Inv. 180319 03/19/2018 2018 Plymouth Agency HRA Membership (6) Item Description Total Price Agency Membership - Plymouth HRA $75.00 Check 115524 Date Paid:03/22/2018 Overland Contracting Inc. Amount: $9,827.43 Inv. 180314 03/14/2018 Receipt #R201203840 101 Water Tower Mounting Escrow Refund Item Description Total Price R201203840 101 Water Escrow tower Balance $2,578.32 Inv. 180314A 03/14/2018 Receipt #R201203841 Zachary water tower Escrow balance refund Item Description Total Price R201203841 Zachary water tower Escrow balance refund $2,180.62 Inv. 180314B 03/14/2018 Receipt #R201603817 AT&T@101 Water Tower Escrow Balance Refund Item Description Total Price R201603817 101 Water tower Escrow refund balance $663.56 Page 1 of 27 Page412018 Inv. 180314C 03/14/2018 Receipt R201203839 CWT Antenna Mounting Escrow balance refund Item Description Total Price R201203839 /Central Water Treatment. Escrow fund Balance $4,404.93 Check 115525 Date Paid: 03/22/2018 Selective Site Consultants, Inc. Amount: $1,628.38 Inv. 180316 03/16/2018 Receipt #R201402455 Sprint Antenna Proj Escrow Balance Refund Item Description Total Price R201402455 Escrow balance refund, antenna project $1,628.38 Check 115527 Date Paid:03/22/2018 Krystal Beauchane Amount: $32.00 Inv. 180322 03/22/2018 3.7-3.8.18 PD Training -St Paul, Lunch Per Diem Item Description Total Price 3.7-3.8.18 PD Training -St Paul, Lunch Per Diem $32.00 Check 115528 Date Paid:03/22/2018 Dave Callister Amount: $63.98 Inv. 180306 03/06/2018 Feb'18 Mileage City Mgr., MLC Devil, Jet55, MG, TW, LCPR Mgs Item Description Total Price Feb'18 Mileage City Mgr., MLC Devil, Jet55, MG, TW, LCPR Mgs $63.98 Check 115529 Date Paid:03/22/2018 Arin Davis Amount: $180.22 Inv. 180320 03/20/2018 3.3/3.4.18 Mankato Fire School -Lodging, Brkfst, Lunch, Incidentals Item Description Total Price 3.3/3.4.18 Mankato Fire School -Lodging, Brkfst, Lunch, Incidentals $180.22 Check 115530 Date Paid:03/22/2018 Givonna Kone Amount: $68.07 Inv. 180320 03/01/2018 3.1.18 Meal/Pkg Training-Mpls, 2.9.18 Benefit Consult Lunch Mtg Item Description 3.1.18 Meal/Pkg Training-Mpls, 2.9.18 Benefit Consult Lunch Mtg Check 115531 Date Paid:03/22/2018 Warren Kulesa Amount: Inv. 180313 03/13/2018 2.16.18 ICC Training -K. Warren Item Description 2.16.18 ICC Training-K.Warren Check 115532 Date Paid:03/22/2018 Nicholas B Larson Amount: Inv. 180320 03/20/2018 3.7-3.8.18 PD Training -St Paul, Lunch Per Diem Item Description 3.7-3.8.18 PD Training -St Paul, Lunch Per Diem Check 115533 Date Paid:03/22/2018 Law Enforce Labor Serv./Union Amount: Inv. 2018-00000065 03/16/2018 DUES POL - Police Union Dues Item Description 03/16/2018 Deduction Police Union Dues 03/16/2018 Deduction Police Union Fair Share 03/16/2018 Deduction SGT Union Dues Check 115534 Date Paid:03/22/2018 Plymouth Firefight. Relief Assoc Amount Inv. 21258A22747002B 03/14/2018FF SBR Reimbursement Inv #21258A22747002B001 Item Description Firefighters SBR Reimbursement Inv #21258A22747002B001 Check 115559 Date Paid:03/29/2018 Action Fleet Inc. Amount Inv. 11149 12/28/2017 Unit 1038 - Decommission vehicle, COP Auto 2017-22 Item Description Unit 1038 - Decommission vehicle, COP Auto 2017-22 Page 1 of 27 Total Price $68.07 $155.00 Total Price $155.00 $32.00 Total Price $32.00 $1,755.88 Total Price $1,298.50 $138.88 $318.50 $10,000.00 Total Price $10,000.00 $1,172.24 Total Price $608.641 Page 41 2018 Inv. 11330 03/20/2018 1 Airbag switch w/universal vehicle adapter kit Item Description 1 Airbag switch w/universal vehicle adapter kit Inv. 11344 03/22/2018 2-600 Lumen portable flood light w/magnet base Item Description 2-600 Lumen portable flood light w/magnet base Inv. 11345 03/22/2018 2 5" wide rear mount console arm rests Item Description 2 5" wide rear mount console arm rests Check 115560 Date Paid:03/29/2018 AI's Coffee Company Amount: Inv. 127202 03/09/2018 IC Concession coffee resupply Item Description Open PO -Concession Resale Check 115561 Date Paid:03/29/2018 American Flagpole & Flag Co Amount: Inv. 137881 03/05/2018 12 US flags, 8 MN flags, 8 custom flags -all COP buildings Item Description Plymouth, MN, and US flag stock for all city buildings Check 115562 Date Paid:03/29/2018 Aspen Mills Amount Inv. 213239 03/16/2018 1 1/4 zip fleece Sport -Tek w/logo, embroidery-Aadalen Item Description Uniform Expense Inv. 213240 03/16/2018 1 black knit cap w/patches-Vanderlan Item Description Uniform Expense Inv. 213243 03/16/2018 1 fleece Sport -Tek, 1 beanie, 1 blk cap, 2 navy caps -Fischer Item Description Uniform Expense Check 115563 Date Paid:03/29/2018 BMS/Broadcast Microwave Services/Data911 Amount Inv. S1108725 03/27/2018 3.31.17/3.31.19 Maintenance Data 911 Squads Item Description See quote 121202 for Details 3.31.17/3.31.19 Maintenance Data 911 Squads Check 115564 Date Paid:03/29/2018 Boyer Trucks Inv. 192393R 03/06/2018 Slack Adj, Cam Spring, Spring Bra Item Description Slack Adj, Cam Spring, Spring Bra Inv. 192393RX1 03/06/2018 Cam Spring Item Description Cam Spring Inv. WS18640 03/07/2018 1 - 2019 Western Star 4700 SF 6x4 Quad Item Description 1 - 2019 Western Star 4700 SF 6x4 Quad Check 115565 Date Paid:03/29/2018 CDW Government Inc. Inv. LXD9696 03/05/2018 1 Tripp VGA to HDMI Adapter w/USB Item Description 1 Tripp VGA to HDMI Adapter w/USB Check 115566 Date Paid:03/29/2018 Inv. 800001473730218 Item Description 1.23./2.21.18 Imperial Hills LS 1.22/2.20.18 Waterfront LS 1.24/2.22.18 FS3 1.23/2.21.18 PS Page 1 of 27 Amount Amount CenterPoint Energy Amount 03/14/20181.23.18/2.21.18 All Bldgs heat bill Total Price $239.00 Total Price $193.82 Total Price $130.78 $358.05 Total Price $358.05 $1,950.20 Total Price $1,950.20 $201.24 Total Price $40.05 Total Price $13.70 Total Price $147.49 $14,439.84 Total Price $0.00 $14,439.84 $130,451.78 Total Price $328.02 Total Price $62.02 Total Price $130,061.74 $38.18 Total Price $38.18 $43,736.37 Total Price $20.07 $21.58 $1,934.12 $5,191.4817 Page 47/2018 1.22/2.20.18 CWP $439.42 1.31/2.28.18 PCC $13,414.98 1.22/2.20.18 Pavilion $375.63 1.23/2.21.18 Bass Lake $294.49 1.23/2.21.18 Transit Reserve $112.71 1.22/2.20.18 ZWP $309.14 1.22/2.20.18 CWP $1,099.40 1.23/2.21.18 FS1 $831.24 1.31/2.28.18 IC $10,541.74 1.23/2.21.18 FS2 $841.27 1.22/2.20.18 Well #4 $238.56 1.22/2.20.18 Ridgemount $133.57 1.22/2.20.18 PW $7,218.52 1.22/2.20.18 LaCompte $232.09 1.23/2.21.18 Historical Society $306.54 1.23/2.21.18 Pike Lake LS $68.36 1.22/2.20.18 Sunset LS $21.58 1.23/2.21.18 CC $89.88 Check 115567 Date Paid:03/29/2018 Cintas Corporation Amount: $46.09 Inv. 4004633578 03/23/2018 3.23.18 Facility rug laundering - ST 73 Item Description Total Price Station 73 Mats $46.09 Check 115568 Date Paid:03/29/2018 Cintas Corporation Amount: $204.09 Inv. 4004360730 03/12/2018 3.12.18 IC Janitorial Supplies Item Description Total Price 2018 PO for Concession/Janitorial Supplies $68.03 Inv. 4004519289 03/19/2018 3.19.18 IC Janitorial Supplies Item Description Total Price 2018 PO for Concession/Janitorial Supplies $68.03 Inv. 4004675555 03/26/2018 3.26.18 IC Janitorial Supplies Item Description Total Price 2018 PO for Concession/Janitorial Supplies $68.03 Check 115569 Date Paid:03/29/2018 ComLink Midwest Amount: $100.00 Inv. 180307 03/07/2018 Refund Planning Application Fees - 2017051-15405 Medina Road Item Description Total Price Refund Planning Application Fees - 2017051-15405 Medina Road $100.00 Check 115570 Date Paid:03/29/2018 Crown Marking Inc. Amount: $12.70 Inv. OE56140 03/05/2018 Badge Fastener -Ned Carroll Item Description Total Price Badge Fastener $12.70 Check 115571 Date Paid:03/29/2018 Dexon Computer Inc. Amount: $396.00 Inv. 92296 12/20/2017 lea 3560 Switch Item Description Total Price 3560 Switch $396.00 Check 115572 Date Paid:03/29/2018 Dock & Lift Inc. Amount: $99,675.00 Inv. 31672 03/16/2018 Proj PR140003.181 2018 Misc Boardwalks Item Description Total Price Kimberly Lane Boardwalk $99,675.00 Check 115573 Date Paid:03/29/2018 DPC Industries Inc. Amount: $5,011.59 Inv. 82700032018 03/01/2018 4,498 gal Sodium Hypo @ 0.7870 - Zachary Item Description Total Price Chemicals for Zachary. #827000320-18 $3,539.93 Inv. 82700032518 03/07/2018 162 gal Sodium Permanganate @ 9.080 - Zachary Item Description Total Price Chemicals for Zachary, #827000325-18 $1,471.661 Page 1 of 27 Page492018 Check 115574 Date Paid:03/29/2018 DTS/Definitive Technology Inv. INV160264 03/05/2018 1 Waste toner container Item Description 1 Waste toner container Inv. INV161240 03/22/2018 2.22/3.21.18 copy overage LL Conf Room Item Description 2.22/3.21.18 copy overage LL Conf Room Inv. INV161241 03/22/2018 3.22/4.21.18 Printer Maintenance Item Description 3.22/4.21.18 Printer Maintenance Check 115575 Date Paid:03/29/2018 Inv. 18007448 03/21/2018 Item Description Massage Certificate Refund Check 115576 Date Paid:03/29/2018 Inv.579698 03/08/2018 Item Description 4.24.18 HRA PH, ad #789525 Inv.579699 03/08/2018 Item Description 3.21.18 PH File No 2018009 Inv.579700 03/08/2018 Item Description 3.21.18 PH File No 2018008 Inv. 579701 03/08/2018 LiLi Duan Massage Certificate Refund, #18007448 ECM Publishers Inc. 4.24.18 HRA PH, ad #789525 3.21.18 PH File No 2018009 3.21.18 PH File No 2018008 Res No 2018-091 approving summary of Ord No 2018-03 Item Description Res No 2018-091 approving summary of Ord No 2018-03 Inv. 579702 03/08/2018 Res No 2018-095 approving summary of Ord No 2018-04 Amount: $400.70 Total Price $55.08 Total Price $20.42 Total Price $325.20 Amount: $75.00 Total Price $75.00 Amount: $246.76 Total Price $47.00 Total Price $58.75 Total Price $64.63 Total Price $41.13 Item Description Res No 2018-095 approving summary of Ord No 2018-04 Check 115577 Date Paid:03/29/2018 Ehlers & Associates Inc. Amount Inv. 76471 03/16/2018 ESCO1814 TIF 1-3 TIF Administration 2.7, 2.13.18 Item Description Inv #76471 - TIF Administration - TIF 1-3 Inv #76471 - TIF Administration ESC01814 Check 115578 Date Paid:03/29/2018 Electric Pump Inv. 0062311 IN 03/07/2018 Install & Startup of spare mixer at Mission Farms Lift Station Item Description Install & Startup of spare mixer at Mission Farms Lift Station Check 115579 Date Paid:03/29/2018 Emergency Response Solutions Inv. 10619 03/16/2018 Installed new cylinder gauge/leak test Item Description SCBA repair Check 115580 Date Paid:03/29/2018 Experience Shows Inc. Inv. 2018 03/23/2018 Minnesota Sings entry fee Item Description Minnesota Sings entry fee Amount Amount Amount Check 115581 Date Paid:03/29/2018 FBI - LEEDA Amount: Inv. 200016690 03/23/2018 3.23.18 CLI Training Registration-Haseman Item Description Registration for Training-Haseman Page 1 of 27 Total Price $35.25 $1,080.00 Total Price $240.00 $840.00 $723.90 Total Price $723.90 $11.72 Total Price $11.72 $80.00 Total Price $80.00 $650.00 Total Price $650.00 Page 4/271199 2018 Check 115582 Date Paid: 03/29/2018 FDM Software Ltd Amount: $23,120.00 Inv. PS336937 01/31/2018 FD - Professional Services - Completion of Phase 1 Item Description Total Price Inv #PS -336937 - Professional Services - Completion of Phase 1 $8,000.00 Inv. S1107890 02/13/2018 PD - 20% Billed at completion of Phase 1 Item Description Total Price Inv #SI -107890 - 20% Billed at completion of Phase 1 $7,560.00 Inv. S1108131 03/14/2018 FD - 20% Billed at completion of Phase II Item Description Total Price Inv #SI -108131 - 20% Billed at completion of Phase II $7,560.00 Check 115583 Date Paid:03/29/2018 Fire Equipment Specialties Amount: $22,769.60 Inv. 9969 03/15/2018 6-32"/1-35" Super Deluxe Coats, 7 Super Pants, 7 suspenders Item Description Total Price New turn out gear $16,968.00 Inv. 9970 03/15/2018 14 STAY SAFE Program/turnout gear Item Description Total Price Turnout gear service program $5,801.60 Check 115584 Date Paid:03/29/2018 First Transit Inc. Amount: $344,517.93 Inv. 11446217 03/09/2018 Feb"8 DAR Transit Services Item Description Total Price Inv# 11446217 -February Transit Services $301,494.19 Inv# 11446217 -February Transit Services - Fuel $50,989.20 Inv# 11446217 -February Transit Services - Fares ($1,586.13) Inv# 11446217 -February Transit Services - Mlink ($3,709.33) Inv# 11446217 -February Transit Services - Card Sales ($2,670.00) Check 115585 Date Paid:03/29/2018 G&K Services Inc. Amount: $240.09 Inv. 4004326823 03/09/2018 3.9.18 PW/PM Uniform rental/laundry/mats Item Description Total Price 3.9.18 PW/PM Uniform rental/laundry/mats $240.09 Check 115586 Date Paid:03/29/2018 Amy Gottschalk Amount: $1,449.60 Inv. 180323 03/23/2018 3.10/3.23.18 STD Item Description Total Price 3.10/3.23.18 STD $1,449.60 Check 115587 Date Paid:03/29/2018 Grainger Amount: $1,704.58 Inv. 9702859084 03/08/2018 10 Master Rebuild Kit -closet, 3 Coupling Assembly Item Description Total Price 10 Master Rebuild Kit -closet, 3 Coupling Assembly $351.81 Inv. 9717435722 03/05/2018 1 ea Electronic Module Toilet, Electronic Module Urinal Item Description Total Price 1 ea Electronic Module Toilet, Electronic Module Urinal $408.36 Inv. 9718605034 03/06/2018 18 18-3/8" open from toilet seat Item Description Total Price 18 18-3/8" open from toilet seat $652.32 Inv. 9721343409 03/08/2018 12-16oz Red & Redi Multi Purp Grease, 12 Smoke Safety Glasses Item Description Total Price 12-16oz Red & Redi Multi Purp Grease, 12 Smoke Safety Glasses $205.08 Inv. 9721343417 03/08/2018 Credit Memo for 10 Master Rebuild Kit, Closet return Item Description Total Price Credit Memo for 10 Master Rebuild Kit, Closet return ($319.80) Inv. 9721456490 03/08/2018 12-1.5" black toilet spud gasket Item Description Total Price��((11 Page 1 of 27 PageA2018 12-1.5" black toilet spud gasket Inv.9721456508 03/08/2018 Item Description 4 Master Rebuild Kits, closet Inv.9721456516 03/08/2018 Item Description 6 Master Rebuild Kits, closet Inv. 9722381531 03/09/2018 Item Description 1 Connector Wire/Cable Check 115588 Date Paid:03/29/2018 Inv. 10687553 10/24/2017 4 Master Rebuild Kits, closet 6 Master Rebuild Kits, closet 1 Connector Wire/Cable Hach Company 2 phosver, 1 alk cyanide reagent, 1 pan indicator, DPD refill Item Description A 2017 Bill for testing chemicals. Missed in transition Check 115589 Date Paid: 03/29/2018 Hammer Residences Inc. Inv. 180326 03/26/2018 2017 Program Year Payment Item Description Social Service Payment PY 2017 Check 115590 Date Paid:03/29/2018 HDS White Cap Const Supply Inv. 50007819500 03/09/2018 12 Caulking for concrete Item Description Caulking for concrete. # 27731395 Check 115591 Date Paid:03/29/2018 Inv.79691879 03/05/2018 Item Description 2018 Health Insurance Premiums Check 115592 Date Paid:03/29/2018 Inv. 180319 03/19/2018 Item Description 2017 Fair Housing Initiative Check 115593 Date Paid:03/29/2018 Inv.55240 03/14/2018 HealthPartners Insurance Co Inc. 2018 Health Insurance Premiums - April Hennepin Co Dept Housing, FY2017 Fair Housing Initiative $24.36 Total Price $148.24 Total Price $222.36 Total Price $11.85 Amount: $405.42 Total Price $405.42 Amount: $20,000.00 Total Price $20,000.00 Amount: $22.80 Total Price $22.80 Amount: $221,717.96 Total Price $221,717.96 Amount: $2,500.00 Total Price $2,500.00 Hennepin County Medical Center/HCMC Amount Physician Services/Emergency Training, March 2018 Dr Nystrom Item Description Physician Services March 2018 - Dr Nystrom Check 115594 Date Paid:03/29/2018 Hennepin County Treasurer Amount Inv. 1000108922 03/21/2018 Feb/March'18 HC Room & Board Charges Item Description HC Room & Board Charges - Feb Invoice #108922 Check 115595 Date Paid:03/29/2018 House of Print / Ogden Newspapers of Minnesota $14,994.12 Inv. J17997 03/14/2018 34 50# 64 tab Summer Recreation Activities Guide Item Description Summer Recreation Activities Guide Check 115596 Date Paid:03/29/2018 Infrared Heating Sales & Service Inc. Amount Inv. 762091 02/28/2018 PIC - rink A & B burner & eyelet repairs Item Description Repair Unit Heater (Rink A) and Co -Ray -Vac Infrared (A&B) Inv. 762093 03/16/2018 Repair Unit Heater (Rink A) and Co -Ray -Vac Infrared (A&B) Item Description Repair Unit Heater (Rink A) and Co -Ray -Vac Infrared (A&B) Page 1 of 27 $83.33 Total Price $83.33 $1,996.00 Total Price $1,996.00 Amount: Total Price $14,994.12 $2,990.67 Total Price $843.49 Total Price $2,147.18 PageZ12018 Check 115597 Date Paid:03/29/2018 Inv. 141322 02/22/2018 Item Description City Hall remodel - white noise Inv. 14426 03/19/2018 Intereum Inc. CH remodel, White Noise product/labor CH 1st Floor remodel, Swan Lake Conference Rm, Hub Table System Item Description City Hall First Floor remodel - Swan Lake Conference Room Check 115598 Date Paid:03/29/2018 Deborah Johnson -Schee Inv. 163 03/22/2018 3.17&3.24.18 Wizard Theater Workshop (7) Item Description Wizard Theater Workshop - 3.22.18 Check 115599 Date Paid:03/29/2018 JS Cates Construction Inc. Inv. 180314 03/14/2018 FM170003 City Hall 1st Floor Remodel - General Contractor -Pmt 3 Amount: $14,090.59 Total Price $11,792.89 Amount: $331.80 Total Price $331.80 Amount: $20,360.56 Item Description Total Price City Hall First Floor Remodel - General Contractor $20,360.56 Check 115600 Date Paid:03/29/2018 Kid Create Studio Amount: $727.00 Inv. 8708 03/22/2018 Little Mess Makers (7) and Glitter and Slime Workshop (15) Item Description Total Price Little Mess Makers and Glitter and Slime Workshop $727.00 Check 115601 Date Paid:03/29/2018 Killmer Electric Company Inc. Amount: $1,648.79 Inv. 870011553 03/08/2018 1-150L PAR lamp socket, 3 EVP flood lights, Vicks & 35th/36th Item Description EVP not working Vicks & 35th & 36th Check 115602 Date Paid: 03/29/2018 Inv.180323 03/23/2018 Item Description 3.18/3.23.18 ILEETA conf per Diem Check 115603 Date Paid:03/29/2018 Inv.03548760 03/09/2018 Kyle Kvenild 3.18/3.23.18 ILEETA conf per Diem Lano Equipment Inc. 1 BPA Valve Power Bob -Tach, Shipping & Handling Item Description 1 BPA Valve Power Bob -Tach, Shipping & Handling Check 115604 Date Paid:03/29/2018 Leroy Job Trucking Inc. Inv. 19399 03/21/2018 3.21.18 PD disposal of dead animals Item Description Disposal of dead animals from freezer - 03-21-18 Check 115605 Date Paid:03/29/2018 MacQueen Equipment/Emergency Inv. P11105 03/01/2018 1 Motor bracket/hardware Item Description 1 Motor bracket/hardware Check 115606 Date Paid:03/29/2018 Marco Inv. INV5088664 03/19/2018 3.1.18 Professional Services -Transfer issue Item Description Professional Services Transfer issue Check 115607 Date Paid:03/29/2018 Sean McDonnell Inv. 000508 03/17/2018 3.16.18 Photography at Fire Dept recognition dinner Item Description 3.16.18 Photography at Fire Dept recognition dinner Page 1 of 27 Total Price $1,648.79 Amount: $312.00 Total Price $312.00 Amount: $590.75 Total Price $590.75 Amount: $210.60 Total Price $210.60 Amount: $208.45 Total Price $208.45 Amount: $147.00 Total Price $147.00 Amount: $225.00 Total Price $225.00 Page 47 2018 Check 115608 Date Paid:03/29/2018 McPhillips Bros Roofing Amount: $1,583.00 Inv. 26334 02/28/2018 PIC - EPDM roof repairs Item Description Total Price Repair roof leaks $1,583.00 Check 115609 Date Paid:03/29/2018 Metro Heating & Cooling Amount: $5,595.00 Inv. 0000074288 02/22/2018 Furnace and Air Conditioner- 2365 Medicine Lake Dr Item Description Total Price Furnace and Air Conditioner- 2365 Medicine Lake Dr $5,595.00 Check 115610 Date Paid:03/29/2018 Metro Products Inc. Amount: $217.91 Inv. 133033 03/08/2018 Various Fasteners, hex nuts, lock washers, hex hd tek Item Description Total Price Various Fasteners $217.91 Check 115611 Date Paid:03/29/2018 Minnesota Equipment/MN Equipment Amount: $5,109.40 Inv. P65720 03/23/2018 2 Blowers, Vehicle #2058, #6105 Item Description Total Price 2 Blowers, Vehicle #2058, #6105 $319.98 Inv. R23153 03/19/2018 Repairs to #5014A Snow blower Item Description Total Price Repairs to #5014A Snow blower $4,789.42 Check 115612 Date Paid:03/29/2018 Minnesota Glove & Safety Inc. Amount: $344.95 Inv. 307904 03/05/2018 2 dozen super blue gloves Item Description Total Price 2 dozen super blue gloves $344.95 Check 115613 Date Paid:03/29/2018 Minnesota Sword Play Amount: $780.00 Inv. 180323 03/23/2018 2018 Fencing Program (13) Item Description Total Price Winter 2018 Fencing Program $780.00 Check 115614 Date Paid:03/29/2018 Minuteman Press Amount: $41.00 Inv. 24798 03/21/2018 1,000 Business Cards - Chris Land Item Description Total Price 1,000 Business Cards - Chris Land $41.00 Check 115615 Date Paid:03/29/2018 NAPA Genuine Auto Parts Co Amount: $590.66 Inv. 180228 02/01/2018 Feb'18 NAPA Charges Item Description Total Price Inv #598403, 1 Rain 2N1 cleaner, 2-18oz glass cleaner, 1 sprayer $13.24 Inv #598489, 4 Lamps $39.96 Inv #598669, 5 2.5 Gal Diesel Exst Fld $50.00 Inv #598743, 1 ABS 2005 Jeep Grand Cherokee $18.99 Inv #598961, 4-22" Trico ice blades $75.96 Inv #599172, 1 Tire Bead Sealer $19.99 Inv #599216, 1 Impact Sensor, 2005 Chevy Express 1500 1/2 TN $149.99 Van Inv #599548, 1 Ceramic Brke Lub, 1-1ga Ruglyde, 12 Rad Anti $64.36 Rust Inv #599599, 1 Anti -seize lubricant, 6 couplers $29.57 Inv #600375, 1 Alternator belt, 1 A/C belt $54.61 Inv #600390, 1-5 gal ATF $73.99 Check 115616 Date Paid: 03/29/2018 National Camera Exchange Inc. Amount: $3,339.75 Inv. 0315801 LEUH 03/15/2018 CH Remodel -Canvases 2 8x12, 4 16x20, 2 16x24, 1 18x24, 3 30x40 Item Description Total Price City Hall First Floor Remodel - Photography & Art $2,204.84 Inv. 0320801 LMNP 03/20/2018 CH Remodel -Canvases 3 18x24, 2 12x36, 2 20x30, 1 2430, 1 2436 Page 1 of 27 Page4?�2018 Item Description 1 printing calculator, 1 pk paper roll, City Hall First Floor Remodel - Photography & Art Inv. 113822413001 03/08/2018 Check 115617 Date Paid:03/29/2018 National Recreation & Park Assoc Amount: Inv. 11676031218 03/12/2018 2018 CAPRA Annual Review Fee Inv. 114542120001 03/09/2018 Item Description Item Description CAPRA Annual Review Fee Inv. 114542212001 03/09/2018 Check 115618 Date Paid:03/29/2018 Northern Sanitary/Norsan Amount: Inv. 190190 03/12/2018 IC - 201 gal Envirox H2O2 cleaner, 3 case hand soap Item Description Janitorial Supplies Inv. 190297 03/21/2018 IC - 1 Bissell flow indicator assembly Item Description Janitorial Supplies Inv. 19037 03/21/2018 IC - 4 gal Fiber -All plus concentrated Item Description Janitorial Supplies Check 115619 Date Paid:03/29/2018 Northern Technologies LLC Amount: Inv. 25695 02/24/2018 1.28/2.24.18 Prof Serv, Proj No 18MSP04759000 Parkers Lk Pkg Lot Item Description Parkers Parking Lot GeoTech Check 115620 Date Paid:03/29/2018 Office Depot Amount: Inv. 112811231001 03/05/2018 1 Scotch tape, 1-6pk calc spool, 1-12pk Recy White Paper Item Description 1 Scotch tape, 1-6pk calc spool, 1-12pk Recy White Paper Inv. 113822216001 03/07/2018 1 printing calculator, 1 pk paper roll, 2 pk memo bk, 1 dz pens Item Description 1 printing calculator, 1 pk paper roll, 2 pk memo bk, 1 dz pens Inv. 113822413001 03/08/2018 1 5"x10' strip roll mag Item Description 1 5"x10' strip roll mag Inv. 114542120001 03/09/2018 2 bx biz 2 side white cards Item Description 2 bx biz 2 side white cards Inv. 114542212001 03/09/2018 2 bx 2 pocket unlaminated folder Item Description 2 bx 2 pocket unlaminated folder Check 115621 Date Paid:03/29/2018 Inv. 23437001 03/05/2018 Item Description 2 8MJ Plugs, 2 8FJ Caps Check 115622 Date Paid:03/29/2018 Inv.615095 03/06/2018 Oil -Air Products LLC 2 8MJ Plugs, 2 8FJ Caps Olsen Chain & Cable Co Inc. Truck #291 - Salt Retrofits - Leg Bridle and Binders Item Description Truck #291 - Salt Retrofits - Leg Bridle and Binders Check 115623 Date Paid:03/29/2018 Ostvig Tree, Inc. Inv. 29760 03/16/2018 3.12.18 Tree removal 1405 Juneau Ln N Item Description 2018 Tree Maintenance (2nd year of 2 year contract) Inv. 29778 03/23/2018 3.22.18 Tree removal 2355 E Medicine Lk Blvd Item Description 2018 Tree Maintenance (2nd year of 2 year contract) Page 1 of 27 Amount: Amount Amount: Total Price $1,134.91 $300.00 Total Price $300.00 $313.60 Total Price $221.85 Total Price $12.75 Total Price $79.00 $2,750.00 Total Price $2,750.00 $221.47 Total Price $23.44 Total Price $54.73 Total Price $28.80 Total Price $85.32 Total Price $29.18 $2.86 Total Price $2.86 $653.10 Total Price $653.10 $2,854.20 Total Price $351.00 Total Price $2,503.20 Page4�d12018 Check 115624 Date Paid:03/29/2018 Owens Companies Inc. Amount: $8,676.00 Inv. 77133 03/08/2018 Jan-March'18 PCC HVAC Preventative Maintenance Item Description Total Price Quarterly service contract 1/1-3/31/18 - PCC $900.00 Inv. 77134 03/08/2018 Jan-March'18 Dome HVAC Preventative Maintenance Item Description Total Price Dome Preventative Maintenance (1/1 -3/31) $393.75 Inv. 77135 03/08/2018 Jan-March'18 FS1 HVAC Preventative Maintenance Item Description Total Price Quarterly service contract 1/1-3/31/18 - FS1 $1,146.50 Inv. 77136 03/08/2018 Jan-March'18 PW HVAC Preventative Maintenance Item Description Total Price Quarterly service contract 1/1-3/31/18 - PW $1,317.00 Inv. 77137 03/08/2018 Jan-March'18 PS HVAC Preventative Maintenance Item Description Total Price Quarterly service contract 1/1-3/31/18 - PS $1,538.00 Inv. 77138 03/08/2018 Jan-March'18 ZWT HVAC Preventative Maintenance Item Description Total Price Quarterly service contract 1/1-3/31/18 - ST73 $284.75 Inv. 77141 03/08/2018 Jan-March'18 CH HVAC Preventative Maintenance Item Description Total Price Quarterly service contract 1/1-3/31/18 - CH $2,244.00 Inv. 77278 03/21/2018 CH - race Control Voltage Problems - bad UPS Item Description Total Price Trace control voltage issues - found, bad uninterrupted power supply $260.20 Inv. 77284 03/21/2018 Well 11 Heater motor replaced Item Description Total Price Well 11 Heater motor replaced, # 77284 $591.80 Check 115625 Date Paid:03/29/2018 PowerPlan/RDO/Vermeer Amount: $59.61 Inv. P39242 03/19/2018 2 Tee fitting, 8 washers, 4 tube nuts, special handling Item Description Total Price #200 Loader Parts $59.61 Check 115626 Date Paid:03/29/2018 Pro -Tec Design Amount: $7,406.00 Inv. 84631 03/09/2018 City Hall Avigilon Camera System Upgrade Item Description Total Price Professional Services $7,406.00 Check 115627 Date Paid:03/29/2018 Questica Inc. Amount: $17,856.25 Inv. 300505 03/26/2018 3.1.18/5.31.19 TeamBudget Annual Product Maintenance Item Description Total Price 3.1.18/5.31.19 TeamBudget Annual Product Maintenance $17,856.25 Check 115628 Date Paid:03/29/2018 Randy's Sanitation Inc. Amount: $2,324.22 Inv. 112118190318 03/19/2018 March'18 CWT Rubbish Removal Item Description Total Price 3/2018 trash pickup - CWP $82.85 Inv. 112572180318 03/19/2018 March'18 ZWT Rubbish Removal Item Description Total Price 3/2018 trash pickup - ZWP $82.85 Page 1 of 27 Page4?�2018 Inv. 128252940318 03/19/2018 March'18 Bus Shelters Rubbish Removal Item Description Total Price Services at Bus Shelters $543.69 Inv. 129223980318 03/19/2018 March'18 FS1 Rubbish Removal Item Description Total Price March 18 Trash pickup - F1 $100.86 Inv. 129224060318 03/19/2018 March'18 FS2 Rubbish Removal Item Description Total Price March 18 Trash pickup - F2 $96.21 Inv. 129224140318 03/19/2018 March'18 FS3 Rubbish Removal Item Description Total Price March 18 Trash pickup - F3 $100.86 Inv. 141320318 03/19/2018 March'18 PW Rubbish Removal Item Description Total Price 3/2018 trash pickup - PW $257.17 Inv. 141570318 03/19/2018 March'18 CH/PS Rubbish Removal Item Description Total Price March'18 CH/PS Rubbish Removal $604.07 Inv. 14317480318 03/19/2018 March'18 PCC Rubbish Removal Item Description Total Price 3/2018 trash pickup - PCC $430.66 Inv. 201800016604 03/23/2018 Trash Hauler License Refund for overpayment Item Description Total Price Trash Hauler License Refund for overpayment $25.00 Check 115629 Date Paid:03/29/2018 Republic Services #894 Amount: $144,863.80 Inv. 0894004579677 02/28/2018 Jan/Feb'18 Curbside/Drop-off recycling Item Description Total Price Recycling Contract - 2018 $144,863.80 Check 115630 Date Paid:03/29/2018 Richards Tennis Amount: $4,983.30 Inv. 1200318 03/15/2018 1.14/2.4.18 Session I - Winter tennis lessons (56) Item Description Total Price Session I - Winter tennis lessons - 2018 $2,469.60 Inv. 121 03/15/2018 2.18/3.18.18 Winter Children Tennis Lessons (57) Item Description Total Price Session II - Winter tennis lessons - 2018 $2,513.70 Check 115631 Date Paid:03/29/2018 Sherwin Williams Amount: $403.78 Inv. 60874 03/12/2018 10-5 Gal Provident Gold, 10-5 Gal Providence Blue Paint Item Description Total Price 10-5 Gal Provident Gold, 10-5 Gal Providence Blue Paint $403.78 Check 115632 Date Paid:03/29/2018 SRF Consulting Group, Inc. Amount: $3,432.83 Inv. 11080004 02/28/2018 Prof Services thru 2.28.18, PR130001.181, Meadows Pk Development Item Description Total Price TM - Consulting $3,432.83 Check 115633 Date Paid:03/29/2018 Star Tribune Amount: $214.50 Inv. 4187259 03/18/2018 4.8/10.7.18 PCC daily newspaper Item Description Total Price Star Tribune Annual Paper Subscription - PCC $214.50 Check 115634 Date Paid:03/29/2018 Stevens Engineers Amount: $598.00 Inv. 11371 02/28/2018 1.21/2.17.18 Prof Serv, IC Proj No 900-16-266 Bidding & Const Item Description PIC R22 Project Mgmt Page 1 of 27 Total Price $598.00 Page4?�2018 Check 115635 Date Paid:03/29/2018 Streicher's Inc. Amount: $65.00 Inv. 11303989 03/02/2018 26 sewing/velcro patches Item Description Total Price 26 sewing/velcro patches $65.00 Check 115636 Date Paid:03/29/2018 Superior Brookdale Ford Amount: $565.94 Inv. 143592 03/08/2018 2 Spord Elbow Item Description Total Price 2 Spord Elbow $7.16 Inv. 143596 03/08/2018 1 Spord Cover Item Description Total Price 1 Spord Cover $18.14 Inv. 556795 03/06/2018 Exhaust repair leak-parts/labor Item Description Total Price Exhaust repair leak-parts/labor $540.64 Check 115637 Date Paid:03/29/2018 T Mobile Amount: $102.00 Inv. 9311521407 03/09/2018 Phone Ping for Patrol Case 18-007343-Coopet Item Description Total Price Phone Ping for Patrol Case 18-007343-Coopet $102.00 Check 115638 Date Paid:03/29/2018 Taho Sportswear Inc. Amount: $207.00 Inv. 18TF0504 03/16/2018 46 Yellow Youth T -Shirts -Spring 2018T-Ball/Baseball Clinic Item Description Total Price Spring T-ball/Baseball Clinic - 2018 $207.00 Check 115639 Date Paid:03/29/2018 TASC Amount: $182.00 Inv. IN1238819 03/21/2018 Feb'18 Cobra & Retiree admin fees Item Description Total Price IN1238819, Cobra & Retiree admin fees $182.00 Check 115640 Date Paid:03/29/2018 TimeSaver Off Site Secretarial Amount: $211.00 Inv. M23639 03/14/2018 3.7.18 Planning Commission Meeting 1.75/hr Item Description Total Price 3.7.18 Planning Commission Meeting 1.75/hr $211.00 Check 115641 Date Paid:03/29/2018 United Rentals (North America) Inc. Amount: $240.00 Inv. 155598195001 03/22/2018 2 Confined Space Constr Training Item Description Total Price Confined Space Training $240.00 Check 115642 Date Paid:03/29/2018 University of Minnesota Amount: $30.00 Inv. 2018-00000072 03/21/2018 2017 Erosion and Sediment Control Installer Pocketbook Guide Item Description Total Price 2017 Erosion and Sediment Control Installer Pocketbook Guide $30.00 Check 115643 Date Paid:03/29/2018 USA Bluebook Amount: $658.97 Inv. 508435 03/05/2018 2-2pk treatment plant log books, 1 effluent sump pump Item Description Total Price Logbooks and replacement sump pump. # 508435 $658.97 Check 115644 Date Paid:03/29/2018 Valley Rich Co Inc. Amount: $10,116.85 Inv. 25342 02/15/2018 Job#R180135 03/11 - 4260 Walnut Grove, cut in 12" Valve Item Description 4260 Walnut Grove cut in 12" Valve Inv.25349 02/04/2018 Item Description 2320 Xenium Water break repair Page 1 of 27 Job#R180106 03/11 - 2320 Xenium, Water break repair Total Price $5,059.00 Total Price $5,057.85 Page 4Y/2018 Check 115645 Date Paid: 03/29/2018 Vernon Manufacturing Amount: $3,812.50 Inv. 18371 03/21/2018 Flush -mount components, mark/cut holes - new wash bay Item Description Total Price New water vendor, for new wash bay. #18371 $3,812.50 Check 115646 Date Paid:03/29/2018 Viking Safety Amount: $613.40 Inv. 3131060 03/05/2018 20 V -Gard 500 vented 4pt hard hats Item Description Total Price Hard Hats $282.60 Inv. 3131329 03/08/2018 20 Vgard vented blue full brim hard hats Item Description Total Price Hard Hats - completion of order $330.80 Check 115647 Date Paid:03/29/2018 Village Chevrolet Co. Amount: $94.11 Inv. 308958 02/09/2018 1 Sport Lamp, Vehicle #1700 Item Description Total Price Lamp #1700 $94.11 Check 115648 Date Paid:03/29/2018 Water Conservation Services Inc. Amount: $2,344.21 Inv. 8401 03/20/2018 2.25/3.16.18 Water leak detection services Item Description Total Price Water break location service. # 8401 $2,344.21 Check 115649 Date Paid:03/29/2018 The Watson Company Amount: $766.97 Inv. 885792 03/08/2018 IC Concession food resupply Item Description Total Price Open PO -Concession Resale $766.97 Check 115650 Date Paid:03/29/2018 Wayzata Public Schools/ISD 284 Amount: $130.20 Inv. 17188850218 03/09/2018 2.3, 2.10, 2.24.18 Gymnastics equip use Item Description Total Price Building Rental Fee- Gymnastics Feb 2018 $130.20 Check 115651 Date Paid:03/29/2018 Weld and Sons Plumbing Inc. Amount: $355.00 Inv. 11908185 03/08/2018 Repair in -wall toilet leak - PS building Item Description Total Price Repair in -wall leak - PS building $355.00 Check 115652 Date Paid:03/29/2018 Westside Wholesale Tire Inc. Amount: $3,764.14 Inv. 357963 03/21/2018 8 245/55WRl8 FS Firehawk GT Pursuit B Tires Item Description Total Price Various Tire Purchases/2018 $1,017.04 Inv. 357988 03/22/2018 2 245/70R19.5/16 Hankook AH35 Hwy tires Item Description Total Price Various Tire Purchases/2018 $483.14 Inv. 358023 03/23/2018 4-12R22.5/16 Hankook AM06 tires Item Description Total Price Various Tire Purchases/2018 $1,566.00 Inv. 807947 03/26/2018 4 LT265/70R18/10 Hankook RF10 Tires, Vehicle #5031 Item Description Total Price Various Tire Purchases/2018 $697.96 Check 115653 Date Paid:03/29/2018 Xcel Energy Amount: $2,308.18 Inv. 51685621580218 03/12/2018 1.17/3.6.18 Traffic Signals Item Description Total Price 1.17/3.6.18 Traffic Signals $2,308.18 Check 115654 Date Paid:03/29/2018 Faulk & Foster Reas Estates Inc. Amount: $10,986.54 Inv. 1803226 03/27/2018 Receipt #R201402507 Sprint/Antenna Proj Escrow Balance Refund Item Description Total Price R201402507 Escrow balance refund, antenna project $2,841.89��ffii Page 1 of 27 Page492018 Inv. 180327 03/27/2018 Receipt #R201403273 Sprint/Equipment Proj Escrow Balance Refund Item Description Total Price R201403273 Escrow balance refund, antenna project $8,144.65 Check 115655 Date Paid:03/29/2018 Kathleen Honey Murphy Amount: $200.00 Inv. 1001 03/12/2018 3.19.18 Learning to Sell on E -Bay Class (4) Item Description Total Price Learning to Sell on E -Bay- 3/19/2018 $200.00 Check 115656 Date Paid:03/29/2018 Maglin Corporation - Maglin Site Furniture Amount: $18,581.50 Inv. USIP001618 03/05/2018 7 Steel Chaise Lounges, 6 Metal Reclining Chairs Item Description Total Price East Med Site Furnishings $18,581.50 Check 115657 Date Paid:03/29/2018 Alberti, Laszlo Amount: $15.00 Inv. 180320 03/20/2018 EMT Recertification, Alberti Item Description Total Price EMT Recertification, Alberti $15.00 Check 115658 Date Paid:03/29/2018 Jacob Coopet Amount: $543.68 Inv. 180323 03/23/2018 3.18/3.23.18 ILEETA conf per Diem & exp reimb Item Description Total Price 3.18/3.23.18 ILEETA conf per Diem & exp reimb $543.68 Check 115659 Date Paid:03/29/2018 Angela Haseman Amount: $64.00 Inv. 180322 03/23/2018 3.19/3.22.18 LEEDA Training per Diem reimb Item Description Total Price 3.19/3.22.18 LEEDA Training per Diem reimb $64.00 Check 115660 Date Paid:03/29/2018 Julie McMackins Amount: $16.32 Inv. 180322 03/22/2018 2 in baskets - Krueger and Nesenson Item Description Total Price 2 in baskets - Krueger and Nesenson $16.32 Check 115661 Date Paid:03/29/2018 Eric Peterson Amount: $58.84 Inv. 030818 03/12/2018 3.6/3.8.18 MRWA conf parking fee reimb Item Description Total Price 3.6/3.8.18 MRWA conf parking fee reimb $19.60 Inv. 180308 03/12/2018 3.6/3.8.18 MRWA conf mileage reimb Item Description Total Price 3.6/3.8.18 MRWA conf mileage reimb $39.24 Check 115662 Date Paid:03/29/2018 Ben Przybilla Amount: $107.91 Inv. 180308 03/27/2018 3.6/3.8.18 MRWA conf mileage reimb Item Description Total Price 3.6/3.8.18 MRWA conf mileage reimb $107.91 Check 115664 Date Paid:03/29/2018 * Freshwater Society Amount: $300.00 Inv. Import - 3913 03/21/2018 Park and Rec Refund Item Description Total Price $300.00 Total Payments: 225 Total Amount Paid: $1,657,921.79 Page 1 of 27 Page4?1018 rCity of Plymouth Check Payment Register - UB Refunds 03/18/2018 to 03/31/2018 Check 115418 Date Paid: 03/22/2018 SHANE BEHRENS Amount: $473.97 Refund 03/22/2018 Customer requested a refund of their credit balance Check 115535 Date Paid:03/29/2018 RANDY ANDERSON Amount: $186.14 Refund 03/29/2018 Final account refund Check 115536 Date Paid:03/29/2018 SHARAT BATRA Amount: $49.30 Refund 03/29/2018 Final account refund Check 115537 Date Paid: 03/29/2018 STEVEN BATTAGLIA Amount: $670.00 Refund 03/29/2018 Customer paid $744.55 through their billpay instead of $74.55. Check 115538 Date Paid:03/29/2018 ERICA BROWN Amount: $70.88 Refund 03/29/2018 Final account refund Check 115539 Date Paid:03/29/2018 DARRELL CRANDALL Amount: $70.04 Refund 03/29/2018 Final account refund Check 115540 Date Paid:03/29/2018 ANDREW DRUVA Amount: $45.33 Refund 03/29/2018 Final account refund Check 115541 Date Paid:03/29/2018 KENNETH EDLUND Amount: $130.00 Refund 03/29/2018 Final account refund Check 115542 Date Paid:03/29/2018 JAMES FLOERSCH Amount: $267.33 Refund 03/29/2018 Final Account Refund Check 115543 Date Paid:03/29/2018 MARK FOSLAND Amount: $199.19 Refund 03/29/2018 Final account refund Check 115544 Date Paid:03/29/2018 ROBERT FRENZ Amount: $53.68 Refund 03/29/2018 Final account refund Check 115545 Date Paid:03/29/2018 GONYEA HOMES INC Amount: $46.66 Refund 03/29/2018 Final account refund Check 115546 Date Paid:03/29/2018 AUDIE GUSTAFSON Amount: $39.22 Refund 03/29/2018 Final account refund Check 115547 Date Paid:03/29/2018 PATRICIA HOLTON Amount: $1,400.00 Refund 03/29/2018 We credited this customer $1,400 for the remand fees we charged and a refund Check 115548 Date Paid:03/29/2018 JOSHUA HOLWELL Amount: $150.12 Refund 03/29/2018 Final account refund Check 115549 Date Paid:03/29/2018 CAROLYN KAUPPINEN Amount: $18.30 Refund 03/29/2018 Final account refund Check 115550 Date Paid:03/29/2018 NICHOLAS LEVITON Amount: $113.99 Refund 03/29/2018 Final account refund Check 115551 Date Paid:03/29/2018 RAEANN MEYER Amount: $35.18 Refund 03/29/2018 Final account refund Check 115552 Date Paid:03/29/2018 N I H HOMES LLC Amount: $52.80 Refund 03/29/2018 Final account refund Check 115553 Date Paid:03/29/2018 NICOLE PLUNKETT Amount: $55.71 Refund 03/29/2018 Final account refund Check 115554 Date Paid:03/29/2018 MARY REISS Amount: $35.51 Refund 03/29/2018 Final account refund Page 1 of 2 Page 3472/2018 Check 115555 Date Paid:03/29/2018 STEPHEN SMITH Amount: $19.82 Refund 03/29/2018 Final account refund Check 115556 Date Paid:03/29/2018 CAROLINE STROH Amount: $107.24 Refund 03/29/2018 Final account refund Check 115557 Date Paid:03/29/2018 KEVIN THURS Amount: $70.00 Refund 03/29/2018 Final account refund Check 115558 Date Paid: 03/29/2018 ROBYN WATERS Amount: $40.22 Refund 03/29/2018 Final account refund Total Refunds: 25 Total Amount Paid: $4,400.63 Page 1 of 2 Page 3412/2018 3/30/18 H.M.S. for Windows - Housing Assistance Payments Page: 0001 7:48:59 AM PAYMENT REGISTER -SUMMARY Q:\Hms\REPORTs\PAYsuM.QRP Bank Account Description/Account Number 104791546468 Number Date Method Status Name Of Payee Total 0010372 3/20/18 Computer Ck. Paid DNT Investment LLC $1,602.00 0010373 3/20/18 Computer Ck. Paid Plymouth West View Estates LLC $10.00 0010374 3/20/18 Computer Ck. Paid Vicksburg Commons $343.00 0010375 3/20/18 Computer Ck. Paid St. Cloud HRA $10.00 Total For Bank Account $1,965.00 # Of Transactions Totals Computer Checks 6 $1,965.00 Manual Checks 0 $0.00 Direct Deposits 0 $0.00 Debit Cards 0 $0.00 Total For Bank: $1,965.00 Total - All Bank Accounts Printed: $1,965.00 Page 32 CITY OF PLYMOUTH RESOLUTION NO. 2018 - RESOLUTION APPROVING DISBURSEMENTS ENDING MARCH 31 , 2018 WHEREAS, a list of disbursements for the period ending March 31, 2018 was presented to the City Council for approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA that the payment of the list of disbursements of the following funds is approved. US Bank — Check Register General & Special Revenue $ 625,035.54 Construction & Debt Service $ 201,357.34 Enterprise & Internal Service $ 835,627.54 Housing Redevelopment $ 302.00 Check Register Total $ 1,662,322.42 US Bank — Housing Assistance Payments Housing & Redevelopment Authority $ 1,965.00 $ 1,965.00 GRAND TOTAL FOR ALL FUNDS $ 1,664,287.42 APPROVED by the City Council on this 10th day of April, 2018. Page 33 rp)City of Plymouth Agenda 6m03 Number: ' Adding Qua[i[y to Life To: Dave Callister, City Manager REGULAR COUNCIL MEETING Prepared by: Lori Sommers, Senior Planner April 10, 2018 Reviewed b y' Barbara Thomson, Planning Manager and Steve Juetten, Community Development Director Approve Site Plan Amendment and Conditional Use Review Deadline: Permit Amendment for a Building Addition and June 5, 2018 Item: Parking Expansion at Ascension Evangelical Lutheran Church located at 15870 46th Avenue (Wayne A. Jeske Associations, Inc. - 2018008) 1. ACTION REQUESTED: Adopt attached resolution approving a site plan amendment and conditional use permit amendment for a building addition and parking expansion, as recommended by the Planning Commission. Approval requires a 4/7 vote of the City Council. 2. BACKGROUND: On March 21, 2018, the Planning Commission voted unanimously to recommend approval of the requested site plan amendment and conditional use permit amendment, eliminating the condition requiring a concrete sidewalk along 46th Avenue to the front entrance of the building. The applicant was present in support of the request. In addition to the applicant, an adjacent neighbor wished to speak on the project, stating that her concern was whether the existing drainage way on the north side of the property was in good condition, and if there would be possible runoff onto her property. Staff indicated that drainage was reviewed, and that the new parking lot would not impact her property. Additionally, staff inspected the existing drainage way and noted that it has no public source of storm water contributing to the flow, and it appears serviceable. A copy of the Planning Commission meeting minutes and report is attached. Notice of the Planning Commission's public hearing was mailed to all property owners within 500 feet of the site. Development signage remains on the site. 3. BUDGET IMPACT: Not applicable. 4. ATTACHMENTS: Planning Commission Meeting Minutes Planning Commission Report with Attachments Resolution Page 1 Proposed Minutes Planning Commission Meeting March 21, 2018 MEMBERS PRESENT: Chair Marc Anderson, Commissioners Bryan Oakley, Donovan Saba, Julie Witt, David Witte, Kira Vanderlan and Justin Markell MEMBERS ABSENT: None STAFF PRESENT: Senior Planners Shawn Drill and Lori Sommers, Senior Engineering Technician Trevor Quast OTHERS PRESENT: Councilmember Ned Carroll 6. PUBLIC HEARINGS A. WAYNE A. JESKE ASSOCIATES, INC. (2018008) Chair Anderson introduced the request by Wayne A. Jeske Associates, Inc. for a site plan amendment and conditional use permit amendment for a building addition and parking lot expansion at Ascension Evangelical Lutheran Church located at 15870 46h Avenue. Senior Planner Sommers gave an overview of the staff report. Chair Anderson introduced Dennis Simpson, representing the applicant, who stated staff proposed a sidewalk and after reviewing the site, he does have a concern based on the location of large trees that could be impacted by a sidewalk. He stated that due to the lay of the land, the root structure of the trees would be damage by the installation of a sidewalk. He noted there is another concern that the sidewalk would disturb additional soil that could trigger additional watershed requirements. Commissioner Oakley asked if there is an alternate location for a sidewalk that the applicant would prefer. Mr. Simpson stated they are not finding that a sidewalk connection would provide a good connection to their property and therefore he would prefer not to include a sidewalk connection. He asked the commission to reconsider that recommendation from staff. Chair Anderson asked if staff is aware of the watershed requirements that could be triggered if the additional soil is disturbed. Senior Engineering Technician Quast stated that the impacts would depend on the amount of additional impervious surface. He said he did not think the disturbed soil would trigger additional requirements. He stated that the applicant is already going to trigger an erosion Proposed Minutes 1 of 3 Meeting of March 21, 2018 Page 2 control permit and noted that he would need to follow up to determine if the additional impervious surface would cause any additional thresholds to be met. Chair Anderson stated that he does not see any stormwater elements and confirmed that is because the project is currently under the threshold. He received confirmation that the additional impervious surface could possibly trigger additional stormwater elements for the project, but the determination would be made by the watershed. Commissioner Markell asked if there was consideration from staff to possibly meander the sidewalk in a way that would preserve the existing trees. Senior Planner Sommers replied that traditionally a sidewalk is placed along the roadway, but noted that if the commission desires, staff could look into that. Chair Anderson asked if the sidewalk would go anywhere other than to the building. Mr. Simpson stated that to his knowledge this proposed sidewalk would be the only sidewalk along 46th Avenue and therefore would not connect to anything. Chair Anderson asked for the reasoning on providing a sidewalk in that location. Senior Planner Sommers replied that the sidewalk would provide connectivity to the trail and path on Vicksburg Lane. Chair Anderson opened the public hearing. Chair Anderson introduced Kristin Schaeffer, 15735 47th Avenue, who stated that this site is at a higher elevation than her property and slopes toward her lot and that she has a concern with drainage. She asked where the runoff from the additional impervious surface would be directed and asked if the existing drainage ditch would be able to handle additional runoff. Chair Anderson closed the public hearing. Senior Engineering Technician Quast provided additional details on the grading of the property and the direction in which runoff travels. Chair Anderson stated it appears that there will be very little impact to the north. compared to the existing conditions. Commissioner Witte asked if the drainage ditch is properly functioning to keep the water away from the residential properties. Senior Engineering Technician Quast replied that he is unaware and would have to check on the status. Proposed Minutes 2 of 3 Meeting of March 21, 2018 Page 3 Chair Anderson noted that the drainage ditch is located within a drainage and utility easement and therefore would fall under City jurisdiction. He asked for input on the proposed sidewalk connection. Commissioner Oakley stated that he would like to see a sidewalk connection and would also like to preserve the trees. He said he was unsure that a location behind the curb was the only location that would be successful. Chair Anderson noted that there are elements required by other agencies that the commission does not have input on and the job of the commission is simply to determine if the request is suitable, based on the City's ordinances. Commissioner Oakley stated that he would be willing to allow the applicant to work with staff to find a more acceptable location for the sidewalk. Commissioner Witte stated that he does not see the need for a sidewalk as it would seem to be an orphan that would not connect to anything else. MOTION by Commissioner Oakley, seconded by Commissioner Markell, to approve the request by Wayne A. Jeske Associates, Inc. for a site plan amendment and conditional use permit amendment for a building addition and parking lot expansion at Ascension Evangelical Lutheran Church located at 15870 46th Avenue, including Condition #3 f. relating to required installation of a sidewalk out to Vicksburg Lane. Vote. 3 Ayes. MOTION failed. (Commissioners Vanderlan, Witte, Witt, and Anderson voted nay.) MOTION by Commissioner Witte, seconded by Commissioner Vanderlan, to approve the request by Wayne A. Jeske Associates, Inc. for a site plan amendment and conditional use permit amendment for a building addition and parking lot expansion at Ascension Evangelical Lutheran Church located at 15870 46th Avenue, removing Condition #3 f. relating to required installation of a sidewalk out to Vicksburg Lane. Vote. 5 Ayes. MOTION approved. (Commissioners Saba and Markell voted nay.) Proposed Minutes 3 of 3 Meeting of March 21, 2018 Page 4 Agenda Number File 2018008 PLYMOUTH COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING STAFF REPORT TO: Plymouth Planning Commission FROM: Lori Sommers, Sr. Planner (509-5457) through Barbara Thomson, Planning Manager MEETING DATE: March 21, 2018 APPLICANT: Wayne A. Jeske Associates, Inc. PROPOSAL: Site plan amendment and conditional use permit amendment for a building addition and parking lot expansion at Ascension Evangelical Lutheran Church LOCATION: SCHOOL DISTRICT: GUIDING: ZONING: 1587046 th Avenue North Wayzata (ISD 284) LA -1 (living area 1) RSF-2 (single family 2) REVIEW DEADLINE: June 5, 2018 DESCRIPTION OF REQUEST: The applicant is requesting approval of an amendment to the site plan and conditional use permit to allow a building addition totaling roughly 3,100 square feet and parking lot expansion for Ascension Evangelical Lutheran Church. Notice of the public hearing was published in the City's official newspaper and mailed to all property owners within 500 feet of the site. A copy of the notification area map is attached. Development signage was also placed on the site. Page 5 2018008 Page 2 CONTEXT: Surrounding Land Uses Natural Characteristics of Site The site is located in the Bassett Creek drainage district, but is not located in a shoreland overlay district or floodplain. Previous Actions Affecting Site The City Council approved a conditional use permit to allow construction of the church in August of 1983. The City Council approved a 2,236 square foot expansion of the church in 1990 that included a plan for 30 new parking spaces. The City Council approved a conditional use permit amendment and site plan amendment in 1996 for an addition. No parking was required at that time as the seating capacity of the church was not increased. A fire lane variance was approved administratively. In 2002, the City Council approved a site plan amendment and conditional use permit amendment for an addition for classrooms and a parking lot expansion. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a site plan amendment is limited to whether or not the proposal complies with the comprehensive plan and zoning ordinance requirements. If it meets these standards, the City must approve the site plan amendment. The City's discretion in approving or denying a conditional use permit amendment is limited to whether or not the proposal meets the standards listed in the zoning ordinance. If it meets the specified standards, the City must approve the conditional use permit amendment. However, the level of discretion is affected by the fact that some of the standards may be open to interpretation. Page 6 Adjacent Land Use Guiding Zoning North single-family homes LA -1 (Wooddale North IIt & 2nd Addition) (living area 1) RSF-2 West (across single-family homes LA -1 RSF-1 Vicksburg (Autumn Hills, Oxbow Ridge) (living area 1) RSF-2 Lane) East single-family homes LA -1 RSF-2 (Amhurst 51 Addition) (living area 1) South single-family homes LA -1 RSF-2 (Amhurst 13L & 2nd Addition) (living area 1) Natural Characteristics of Site The site is located in the Bassett Creek drainage district, but is not located in a shoreland overlay district or floodplain. Previous Actions Affecting Site The City Council approved a conditional use permit to allow construction of the church in August of 1983. The City Council approved a 2,236 square foot expansion of the church in 1990 that included a plan for 30 new parking spaces. The City Council approved a conditional use permit amendment and site plan amendment in 1996 for an addition. No parking was required at that time as the seating capacity of the church was not increased. A fire lane variance was approved administratively. In 2002, the City Council approved a site plan amendment and conditional use permit amendment for an addition for classrooms and a parking lot expansion. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a site plan amendment is limited to whether or not the proposal complies with the comprehensive plan and zoning ordinance requirements. If it meets these standards, the City must approve the site plan amendment. The City's discretion in approving or denying a conditional use permit amendment is limited to whether or not the proposal meets the standards listed in the zoning ordinance. If it meets the specified standards, the City must approve the conditional use permit amendment. However, the level of discretion is affected by the fact that some of the standards may be open to interpretation. Page 6 2018008 Page 3 ANALYSIS OF REQUEST: Site Plan Amendment The requested site plan amendment would involve: 1) adding a roughly 3,100 square foot nave and narthex addition in the southeast portion of the building; and 2) expanding parking to provide a total of 100 parking spaces. The proposal would meet or exceed all zoning regulations, and no variances are requested or required. Setbacks The ordinance specifies a 50 -foot minimum building setback from the south and west lot lines. The nearest wall of the proposed addition would be set back 50 feet r from the west lot line and 70 feet from south lot line. The ordinance specifies a 25 -foot minimum building setback from the east lot line (abutting single family homes). The nearest wall of the proposed building addition would be set back roughly 185 feet from the east lot line. Building Materials Mo ® rr J 1� rj F p y F 46th Ave t4. - C) The The exterior materials for the building expansion would match the existing building with the use of rock face block and stucco. The proposal would comply with City regulations relating to building materials and design. The addition would mirror the existing building in height and design. Parking Lot Layout The expanded parking area would comply with all ordinance regulations for stall size, drive aisle width, setback to the building, and property lines. Number ofParking Spaces The zoning ordinance requires a total of 99 parking spaces be provided. Under the plan, the project would provide a total of 100 parking spaces. Sixteen stalls would be designated as compact stalls, where a maximum of 20 percent (20 stalls) of the stalls are allowed to be compact. The proposed number of parking spaces would comply with City regulations. Page 7 2018008 Page 4 Lighting The subject site is in lighting zone 1 (LZ 1) and is required to meet the requirements under section 21105.06 of the zoning ordinance. The applicant submitted a lighting plan showing the proposed location, but needs to provide the lighting output information. This item is addressed in the attached resolution. Landscaping The zoning ordinance requires six new trees in conjunction with this project. Under the plan, six new trees as well as ornamentals and shrubs would be provided. Four of the trees would be placed near the east property line to help screen the new parking area from the adjacent homes. The remaining two trees would be located between the playground and Vicksburg Lane. The proposed number of plantings would comply with City regulations. Pedestrian Circulation In reviewing the site plan, staff proposes that the sidewalk from the front of the building continue south along the driveway entrance to 46th Avenue and continue west to connect to Vicksburg Lane. This item is addressed in the resolution. Building Height The maximum building height specified in the RSF-2 district is 35 feet. The proposed addition would be 29.5 feet high at the highest point of the church roof. The proposed building height would comply with City regulations. Stormwater The City of Plymouth's water quality requirements state that if one acre or more of new impervious surface is added, the City's requirements would need to be met. A condition in the attached resolution requires that the plans be reviewed and approved by the Engineering Department, and that the applicant obtain any required permits from other agencies, including the watershed district prior to issuance of a building permit. Conclusion on Site Plan Amendment Staff finds that the proposed site plan amendment would comply with all City regulations. Conditional Use Permit Amendment A conditional use permit is required for religious institutions in the RSF-2 zoning district. The applicant is requesting approval of the conditional use permit amendment to allow for expansion of the nave and narthex of the existing church. Page 8 2018008 Page 5 The Planning Commission must review the requested conditional use permit amendment for compliance with the standards listed in the zoning ordinance. A copy of the standards is attached. Staff used these standards to review the request and finds it would meet all applicable standards. Specifically, the proposed use: 1) would be consistent with the comprehensive plan; 2) would not endanger the public health or safety; 3) would not be injurious to other properties in the vicinity or to the city as a whole; and 4) would not impede the orderly development of surrounding properties. RECOMMENDATION: Community Development Department staff recommends approval of the site plan amendment and conditional use permit amendment for Wayne A. Jeske Associates, Inc. for an expansion at Ascension Evangelical Lutheran Church, subject to the conditions listed in the attached resolution. If new information is brought forward at the public hearing, staff may alter or reconsider its recommendation. ATTACHMENTS: 1. Draft Resolution Approving Amendments to the Site Plan and Conditional Use Permit 2. Location Map 3. Aerial Photo 4. Notification Area Map 5. Applicant's Narrative and Site graphics 6. Conditional Use Permit Standards Page 9 2018008 Ascension Evangelical Lutheran Church 15870 46th Avenue N Request for Site Plan Amendment and Conditional Use Permit Amendment 310 155 0 310 620 rFeet of Page 10 Plymouth, Minnesota r F7 46th Ave Jw� "K r7 . I ii, 2018008 Ascension Evangelical Lutheran Church 15870 46th Avenue N Request for Site Plan Amendment and Conditional Use Permit Amendment 150 75 0 150 300 Feet city of Page 11 Plymouth, Minnesota . Hennepin County Locate & Notify Map Date: 2/2/2018 �westan•L•n" .., ,. 08-118-22-41 45th"Ave,N. h"a s r 17-118-22-11 Buffer Size: 500 feet Map Comments: 15870 46th Avenue North, Plymouth �jthAV,,m,11 - - -32 m e. T 471h Y .. C Z "T a. � --43th,gvl-,N 16-118-22-22 0 120 240 480 ft I I I I I I I This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us Page 12 WAYN E A. J ES KE ASSOCIATES, INC. 7024 Red Cedar Cove Excelsior, Minnesota 55331-7795 Phone (952) 939-9885 Fax (952) 939-9885 January 29, 2018 Ascension Lutheran Church Addition 15870 461h Ave. No. Plymouth, Minnesota To Whom it Concerns: ARCHITECTURAL SERVICES The Project is a 3100 square foot Nave and Narthex Addition to the existing church. The Property is in a residence Zoning district with a current Conditional use permit. As a Conditional Use already approved for this site, the request for this Conditional Use Permit is to allow adjacent Property Owners in the Residential area to express any concerns. Not to mention it also is required by City Code for any improvements to the Property. In reviewing Plymouth Zoning Ordinance, Section 21015 — Administration — Conditional Use Permits and other referenced Sections, we submit the following comments. The building addition along with the required additional parking spaces, all is within the required setbacks. One reason for additional parking spaces is the City raised the requirements of 1 stall per 4 seats to 1 stall per 3 seats about five (5) years ago. The General Performance Standards regarding use of site, proper Street capacity, hours of operation, any applicable business licenses and exterior noise levels are all within the approval of the current use permit and not changing under this new site improvements. Additional off-street parking will be added as required by Section 21135. There is no off-street loading, loading dock or drive up facilities for this project. The existing landscape buffer between current parking and the residential area is well established as the screening is over 30 years old. New trees are being provided to screen the new parking area. A small berm already is running along the residential property line. Parking lot lighting is existing with one of the light poles relocated to serve the new parking area. The calculations per City Ordinance, in my opinion, meet the requires of the zoning code LZ1. Two building wall pack fixtures will be added to addition. Page 13 Site drainage is affected in a very small way. Run off calculations will be provided as required. Area of construction is current very flat and runoff will be affected due to new hard surface increase. The additional will receive the same exterior stucco and decorative masonry units that are currently on the building. The site has a screened in trash enclosure constructed with materials as noted in ordinance. The site currently has a lite sign and no changes are proposed for any increase in signage. No additional functions or activities will occur on the site due to this new project than what is currently being done. Wayne Jeske 2 Page 14 CERTIFICATE OF SURVEY mwfor� ASCENSION EVANGELICAL LUTHERAN CHURCH OF PLYMOUTH 15870 46TH AVENUE N. PLYMOUTH, MN 55446 NORTH GRAPHIC sCMZ z 1 1mb - 0 a W CD D rrl*, IS 0 M X 0 NOTES — Field survey was completed by E.G. Rud and Sons, Inc. on 1/3/2018. — Bearings shown are on an assumed datum. — This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. — BENCHMARK: TNH in the NW quadrant of 46th Ave. N. and Vicksburg Ln. Elevation = 1022.89 — Parcel ID No. 09-118-22-33-0089. Parcel area = 4.95 acres ,01-7.16 40 U) Ell 1 I I 8 I 4( 1008.18 TC 1009.06 TCCB I 1009.51 I W ZI Q c� m� I 1TC11" coW V U >I I 1014.15 TC I I C 015.58 I 7 M 6.59 0 z ml c� z �S I ,w I1012.1 EST. 1977 Professional Land Surveyors www.egrud.com 6 776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 101&86 TC I 1019.2 I 40 I 1020.54 TC C20.21 TC I I 1020.15 * 40 PROPERTY DESCRIPTION: I Lot 1, Block 1, AMHURST SIXTH ADDITION, Hennepin County, Minnesota 51003.98 W/ TC 1p16 EXISTING BITUMINOUS io 008.16 00DDALES1006.171 PLAT ,2 *,p0q.2 X1012.23 46 TH AVENU F— — — — — — — — — — — — —1 w-- ZWH 50 Q O =)Jz LEGEND X1012.52 z 0 0 0 Q 1016. 0 ►TH x 1257 Denotes Existing Elevations ® Denotes Handicap Sign • Denotes Iron Monument Found Denotes 2' Contour Interval WV D4 Denotes Water Valve Denotes Wall Denotes -x Fire Hydrant x— Denotes Fence , , Denotes Waterline p Denotes Catch Basin Denotes Storm Sewer M Denotes Telephone Box Denotes Sanitary Sewer cv M Denotes Gate Valve m Denotes Underground Telephone Cable ® Denotes Manhole Storm Denotes Sign UG Cable # Denotes Lightpole G Denotes Manhole Sanitary E Denotes Electric Transformer r = Denotes Concrete R Denotes Post Indicator Valve Denotes Bituminous I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JASON E. RUD Date: 1/15/2018 License No. 41578 DRAWN BY BAB JOB NO. 023979T I DATE. 1/15/18 CHECK BY• JER SCANNED ❑ 1 2 3 NO. DATE DESCRIPTION BY 02397E Page 15 raigr 10 1 S89 °45 '05" E 365.86 1 W„ WOODDALE PLAT 2 -------------------- ----------------------------------- - ----- -- -- 16" ASH o d ' 4„ CID 2" 2" 4„ `�' 4» o `z.n•s' � 4 cel BENCHMARK: LEGEND: ; %�r- _ --------------------------------- - TNH NW QUAD 46TH AVENUE NORTH AND VICKSBURG LANE = 1022.89 X 1257 Denotes Existing Elevations 1 ; ---------------------------------------- I r �----_-__-_-__-__-__-__-__-__-_ 30' PARKING REAR SETBACK ---------------�- • Denotes Ex Iron Monument Found 1 40 40 I I 6" SPRUCEI 40' BUILDING REAR SETBACK DRAINAGE & UTILIITY 1 10 W110 Denotes Ex Water Valve 1 1 1 1 I I ; I EASEMENT I I ' PROPERTY DESCRIPTION: I/VI io Denotes Ex Fire Hydrant 1 ; I I I 1,6•• A�H i 12I' SPRUCE I i � I '� Lot 1, Block 1, AMHURST SIXTH ADDITION, Hennepin County, Minnesota I I I ► 1 ❑ Denotes Ex Catch Basin I I 1 I 4" SPRUCE ❑D Denotes Ex Telephone Box 1 WV 1 ' 1 116" S RUCE 1 ORDINANCE REVIEW GV 1 I I I � Denotes Ex Gate valve �i0 -� Denotes Ex Sign UG Cable 1 I 1%� I I L i I I ZONING: RSF-2 DISTRICT CONDITIONAL USE: CHURCHES OO Denotes Ex Manhole Sanitary 1 ; I I I I ' I w l w , 16" sPRUC 9 1 o ' SITE AREA: 215,622 S. FT 4.95A Q ( ) 0 Denotes Ex Manhole Storm 1 i 1 I I 1 V)I 010 I I z BUILDING AREA: (50% COVERAGE ALLOWED) Denotes Existing Light pole I 1 1 I I I I I I Ylo I Q I 0 I 1 EXISTING CHURCH: 11,581 SF (5.37%) I 116" A�H af COm LLJ > ADDITION: 3,105 SF (1.44%) Denotes Ex Electric Transformer ZI ; I'� ' j 1 1 1 1 -- EXISTING HOUSE & SHED: 2,147 SF (.09%) PIv 1 I 1 I 1 I JPRUCE Q Q HARD SURFACE AREAS: 47,327 SF (21.94%) D4 Denotes Ex Post Indicator Val ve 1 1 1 112" I p ❑ GREEN AREAS: 151,462 SQ. FT (71.16%) O SETBACKS -SEE SITE PLAN Denotes Ex Retaining Wall 1 I I 1 I 1 SNOW STORAGE AREA 1 1 O 10" HPICKBERII2Y I (/- (/) = a 1 ; I I 16'-8" 1 I Q PARKING REQUIREMENTS: DESIGN CAP OF MAIN ASSEMBLY AREA 297 SEATS 1 1 I I 1 r7 I I I 18'-6" 2 COMP T ST ® 8'-0" 1 O I 5 '-0" 6'-0" 10"IHACKIJERRY I W 1 STALL FOR EACH 3 PERMANENT SEATS 99 STALLS REQUIRED ( ) I I Denotes Ex Waterline 1 0; I I p UTILITY EASEMENT PER 1 1 1 � 100 STALLS PROVIDED (4 HANDICAP STALLS PROVIDED) >� Denotes Ex Storm Sewer 1 110 I ' j "' DOCUMENT NO. 4567909 7 6 ST 9'-0" 10 J 1 " ALL STANDARD STALLS 9'X18 -6' I I I I I "oCC�TTON OD s H' CKBERRY HANDICAP STALLS 8'X18'-6" Denotes Ex Sanitar Sewer y 1 1 1 1 I 1 L-_�------+----------- - -------------------- op• o AN, i 1 on I 8"1HACKBERRY LO 20% OF REQUIRED STALLS MAY BE COMPACT STALLS 8'X16'-0" ALLOWED 20 COMPACT STALLS - 16 PROVIDED - NOTED AS 'C' Denotes Ex Underground Telephone 1 Cable 1 z �, 1 I ---- _ � � _____ __ _�- ooa�®o° --- --4- , ---J Q 00 PROVIDE ""COMPACT PARKING ONLY"" SIGNS • I Q 1 I oa I �, a o000 Pva D � oo ► 1 s" ASH Uj C, Denotes new Sidewalk 1 J --`._ ______r__-- _ - ------------- w z U to to 1 1 I '---- O I --- 1 I �-- 10 0 > Q t U Z ... PARTIAL CODE REVIEW Denotes NEW Bituminous ; I ' ,¢i + + + + + + + + Denotes Existing Fire Lane + + + + + 1 1 i - ` I �- ----- I ---- - I I C I ► 110 -I W o � W Ad Z OCCUPANCY A-3 AND E 10 1 I 170.04 I / INA E & UTI ITy 1 N o x s CONSTRUCTION TYPE IV-H.T. FOR SANCTUARY / V -B FOR ALL OTHERS 1 1 M 1 I I I 1 I EA$ MENT I ^ w a BUILDING OPEN THREE SIDES FOR EACH TYPE OF OCCUPANCY BUILDING FULL SPRINKLED Denotes Extg Sign 1 W r^ I , - I I i I EXISTING I - 6'-0" _ , I �0'�'-"�" 1 W VJ I I FENCED IN PLAYGROUND I 1'-6" -0" 18'-6" 1 SITE PLAN NOTES Denotes Extg Sign U I 1 0 N 1 1 .C, 1 ► 3 1' of ° °m� ° �I, NO PARKING FIRE LANE 1 I I 1 �- I ,C, 1 I a`o ° THE FIRE DETECTION OR SUPPRESSION SYSTEM SHALL HAVE 1 1 1 ; - I - o MI - I 1 ' I 00 °' E z° A UL71 CERTIFICATE ISSUED ON THE SYSTEM BEFORE CERTIFICATE 1 1 s 3" JOXELD w R Q I _I ®1 I �C� I 1 I ® cm° OF OCCUPANCY IS ISSUED. 1 I °�° N w I I oo ;I 11 I 1 I I C. N -°aE o I I vwi c Q_ I I �I 37 EW PAR INCE 1 I o = p� •°� FIRE HYDRANTS AND FIRE DEPARTMENT HOSE CONNECTIONS I� 1 1 I w I I o �- 1 I I SHE 1 STA � 1 I M ,C, i a 0 o 1 1 1 rr L� i0 I 1 I w 1 1 I I 10.1 N G o 'C' 8" PRUCE - 0 M +,vc +r+ o EXISTING SITE PLAN DATED 4/20/83 INDICATES EXISTING PARKING SITE KEY NOTES I I I ' ca - 1 I 1 N�- 1 SHED I ; I 1 C. to LOT TO BE A 7 -TON DESIGN. DRAWINGS INDICATED 6" CRUSHED LIMESTONE AND 3" #2341 WEARING COURSE. ; ; I 1 6 1 C 1 T- 1 I �C� I �1 8 S�RUCE �;Nt ��t O REMOVE EXISTING ISLAND, INCLUDING PLANTINGS, TREES, 1 0-4' ELM I - 51.4 I I .r LIGHT AND CURBING. PREPARE AREA TO RECEIVE NEW 1 I o� o BITUMINOUS FOR PARKING. SALVAGE LIGHT POLE TO BE ❑ �p I 50.1 23.6 1 1 I I L``•� SHEET INDEX RELOCATED WHERE SHOWN ; 1 - I I 1 I �j, �p1� 1 _�� ; O ,N I I I 12 SPRUCE -cv�a /%� �:; o , ,-�„ I O 1 O REMOVE EXISTING ISLAND AND ADJUST EXISTING CATCH BASIN. PREPARE AREA TO RECEIVE NEW BITUMINOUS FOR 1 1 I , I 5 'G PARKIN +++ + + + + fi ++1++ ++ I I 1 1ns�oHs + + +++ t+ +I A1.1 -SITE PLAN PARKING I O NI 1 I - 1 + 214.8+ +++ + ++++,+++ A1.2 -SITE GRADING AND DETAILS A1.3 SITE LIGHTING AND DETAILS I ; I o ; 11.0/����� +++ 1+++++++�+++++++++++++++++++++ 7 SP LICE - L1 -LANDSCAPE PLAN AND DETAILS A2 - FLOOR PLAN A3 -ELEVATIONS O3 O4 RELOCATED EXISTING LIGHT POLE NOT SHOWN SHADED BUT REPAIR BITUMINOUS ALONG NEW ; I I 1 1 I - o 1 11.0 1 I + + + + + + 1 _ + + + + + + +1+ + 1 8 + + + + + + + + 1 , I + + +++++++ + + 1 1 + + + + + + 1 I 1 s" SPRUCE 1 SIDEWALK OR CURB AREAS 1 I I ' _ +++++ I _ I o ++++++++ I R� SP E SURVEY O EXISTING FIRE SIAMESE AND KEY BOX 1 1 1 1 I I 9" MAPLE N I I M 6 +++++++ + + + + ++++++++ I LIG +++++++++ 1 I, 1 TG ��` C. + + + + + + ++ �1 O EXISTING SIDEWALK TO REMAIN. NOTE: BITUMINOUS DRIVE I ,EXST� SIGN - I 50.0 + + + Iv 10" A H - 10" SPRUCE + + ++ + I I , 1 EX T'G PA KIN +++++++ L AND SIDEWALK ARE FLUSH OR SIDEWALK LIKE 1 TO 2" HIGHER. THERE IS NOT A CURB I ; 12.3 110 I 1 9" MAPLE 1 0 +++++++ 1 +++++++ 1 1 I S8 LL 1 I I +++++++ 9 I 1 _ I EXISTING I +++++++ Iv 1 +++++++ , 10" SPRUCE 1 'F\` ONEW SIDEWALK - 4" THICK BROOM FINISH TO MATCH 1 1 1 I I I Plv 12.3 BUILDING 1 ' pQ FFE=1022.21 + + + EXISTING I TRASH I a I 3 I + + 1 �� +�+ 1 i I EXST'G. C.JT. 5'-0" O.C. EXP JTS 20'-0" I 1 1 I I 1 1 EXISTING BITUMIN +S+I�+++ 0 1 1 1 s" PINE 80 NEW HANDICAP PARKING SPACES 1 ' 1 17C14" ASH +++++++ j +++++ I I = co 0 s" MAPLE 1 + + + +++++ I 8 NEW PAR ST LL FNG + + �, I +++� I o l rn M 90 EXSTG CON( CURB 1 1 1 I - 20.0 5 MAPLE // / +++++�_I 1 `o 0 1 10" PINE ) 2 X +T+C�i+++ Z Q r 1 I 164 EX 1_j ,� 4' A FPR 1 '�� Uj I 1 i o J a 10 NO CONC CURB 1 w 1 ® ,� 1 I EX 4'_SA�N 1 ++ +++ I I Fy�++++ 1 +++++ I � I 10" SPRUCE W � 11 O NEW CONCRETE CURB I I I E ST ELEC. ®� - - ++�+++++ EX T'G PARK +++++++w I I 1 1 O I TR NSFORMER N EX WING WALLI 5 1 ' ti` I _ _- I1 + + �1 I I I I 1 n TAL S + + + + + CD 1 � 1 12" SPRUCE � o STATE LAW REQUIRES NOTIFICATION OF GOPHER ONE CALL 48 HOURS 1 O I I - 1 CON RETE BLOCK - 1 -� �% I - I O ++++++++++ , W (� x I I ' PRIOR TO BEGINNING WORK. CALL 651-454-0002 FOR LOCATION OF 1 O ° 1 - 1 (E ST'G) WALLS 2 ++� + 1 \ -- + + + + + + + w 20"1 ASH 1 1 UTILITY PART OF OWNER LINES. PRIVATE UTILITY LINES WILL NOT BE LOCATED AS GOPHER ONE CALL, BUT CAN BE LOCATED BY A CONTRACT ; 1 I 1 �- I VXST'G - -=1 - ��- 1 + + - + + + + + + + + + + ++++++++ 0 + c0 1 I 1 + + + + + + + + + + LOCATOR OR OTHER SUITABLE MEANS. CONTRACTOR IS RESPONSIBLE FOR MECHANI AL I EQUIPM NT - - + + +1 + +�+++++++++++++++++++++++++ I N LOCATING ALL UTILITY LINES PRIOR TO CONSTRUCTION. 1 1 I I I �' - - -\ ++ +�"� 4+ ++++ 1++++++++++++++++ + 1 NOTE: WE BELIEVE THERE IS A EXISTING ELECTRICAL LINE RUNNING FROM ; I I ' I ko _ - + _ -\�� ++ + +++++++++++ + +1++++++ I O 8 E ST' P RKI G TA LS 1 9 i 14 1 O TRANSFORMER TO THE HOUSE WHICH WILL BE UNDER THE ADDITION. I ; 1 I I k - - - - - ), +++ +++++++ 1\ _ 1 1 12.. 1'PRU O 8 I I o 2 M PLE �° f1I� T��1pI I I _ AD-Dt- ION +++++ +++++ - 1 1 I O U SCHEMATIC ILLUSTRATES RESIDENCE DUE NORTH 1 ; - + + + + I I _ -31-Oa -�._�.- cn I 12" PRUCE I (s) s' DECIDUOUS H DGE 1 OF PARKING. RESIDENCE NORTHWEST OF PARKING SETS AT 45 DEGREES TO PROPERTY. ; 1 I I ; I - _ - _ - I _ - _ 9 ++ z+ ++ 6" SPRUCE % TO PROPERTY - SET APPROX. 2'-0" BELOW ILLUSTRATION 1 1 1 I (3) 8" CRAB _ - - - - I 1 in - - � - - - � v ++ �+ + - of + ~+ _ I 1 6" SPRUCE 1 6" SPRUCE I o� Ln RESIDENCE NORTHEAST IS A WALKOUT - SET APPROX. 1 � 1 - - 1 1 I - N + m 1 24.2 6" SPRUCE I In 12 ABOVE ILLUSTRATION I 2 S RUC 1 1 NORTH LINE OF cel - - +, 0+ - + + Z + 6 S - 1 I I EXISTING EXISTING 1 1 W N Lf) _ 1 I I SOUTH 52 FEET - - + � -+ I N /� DRIVEWAY .� GARAGE I 1� SITE LINES FROM - FLR. LEVELS - - - - - - ------ PARKING - - - - - - 1 ;Lo I :10 I , I ENTRANCE SIGN MAINTENAN AND INSTALLATION EASEMEN496921 PER DOCUMENT N0. 4969218 I + + w + + i + 20 ASH + + + + 1 _ I ' I I 19 1 1 1 1 - ------------- -------- ------------------------ I 1 ++++++ + j � 1 1.5 1 SECOND FLOOR - - - - - - - Z _ - - - - - --- trJ----- �- 1 I 1 1 EAST LINE OF 12" SPRUCE WEST 52 FEET BUILDING + + + + + + + FRONT SETBACK v++++++/ 1 15.0 10.0 I 1 I I 1 ' J 0 -- FIRST F OOR 1 r-�- -Ip --50 + a a 0 FXIVill J I 1 Z N ------- 1 BASEME T 1 w 1 I I 1 ' 12" CRAB 1 +LU ++++ + 1 U N HOUSE 0 , I 20" MAPLE / I I , Z Z p I 1 1 , XISTING LANDSCAPE I + + + DRAINAGE & UTI T ++ - I 47.3 I 110 1�-//�� I Z yr CL 1 40 40 I I I 1 20" SPR CE 20" SPRUCE I EASEMENT ++++ ++++ + + + + I DECK i i 1 O LL Z j 3 1 1 12 CRAB 1 24 PRUCE 12" ASH +++++ + -to - -1-� ---- I ------------ -- 1 I W SITE PROFILE NORTH OF PARKING i I i 170.0 +++ + 130.00 _ ; I H V o 0 ----o�-----------------------� ++---------------- ++++00 -- --------� o v) --------- ---J 17" MAPLE 9 + + + + S s + +ALL -------=1------- - ' - O ---�- --------------------------- J k Qf N90 °00 0 "moi 12" ASH (2) 17" BASSWOOD 340.00 2 20" ASH- SHEET: 9 e�cktn 50 50 Al ■ WV EXISTING BITUMINOUS 60 46 TH AVENU N 14 I I I I I I I I � SITE PLAN TH 1"=30'-0" 60 � • NORTH raigr 10 1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. WIRE FENCING PER HENNEPIN COUNTY CONSERVATION DISTRICT EROSION AND SEDIMENT CONTROL MANUAL. WIRE MESH MUST BE A MINIMUM OF 2" INTO THE GROUND AND NO MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. 4. LAY OUT SILL FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART IF WIRE MESH IS NOT USED TO SUPPORT THE FABRIC. IF WIRE MESH IS USED TO SUPPORT THE FABRIC STEEL POSTS MAY BE SPACED UP TO 8 FEET APART. 1 6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED 1 IRE MESH (14-1/2 MIN. GO) POST (METAL OR 8 FILTER FABRIC (36" MAX. HT.) WOOD 2"X2") 1 f E c 1:wme1 0 1 10 O 0 I FILL 6"X6" TRENCH 'TRIBUTED SOIL LT FENCE DETAIL PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION ` SIGN VAN ACCESSIBLE i 3/4"=1'-0" COMPACT CAR PARKING ONLY BTM. OF SIGN 0 I 0 O COMPAC I i i I I I I 40 MIN. 16 GAUGE HOT DIPPED GALVANIZED AND BONDERIZED STEEL SIGNZ1 BAKED ON ENAMEL FINISH 1 I I I I I I I I I STEEL POST - 9'-0" LONG I I GRADE OR SLAB LINE I I I I I T PARKING SIGN I 1 1/2"=l' -O" I I PLYMOUTH FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE. i NOTE: AT AISLE - PROVIDE - SIGN WHICH READS "NO PARKING ACCESS AISLE" -MIN. 16 GAUGE HOT DIPPED - GALVANIZED AND BONDERIZED CO STEEL SIGN WITH WHITE MARKINGS "- ON BLUE BACKGROUND. BAKED ON ENAMEL FINISH AT VAN ACCESSIBLE STALLS ONLY STEEL POST - 9'-0" LONG GRADE OR SLAB LINE HANDICAP PARKING SIGN DIMENSION POINT OF DRIVE OR PARKING SLOPE WITH GRADE 1'-0" 6" BITUMINOUS SURFACE 1 1/2"=l' -O" TM. OF SIGN 0 I NO PARKING FIRE LANE 1. SIGNS TO BE A MINIMUM OF 12"X18". I 2. RED ON WHITE IS PREFERRED. W 1 3. 3M OR EQUAL ENGINEER'S GRADE W N REFLECTIVE SHEETING ON ALUMINUM ��v o d. v - IS PREFERRED. j 4. WORDING SHALL BE: U IL NO PARKING I w FIRE LANE 1 5. SIGNS SHALL BE POSTED AT EACH 1 V END OF THE FIRE LANE AND AT LEAST 8 211oa�: AT EVERY 75 FOOT INTERVAL ALONG 1 THE FIRE LANE. I 6. ALL SIGNS SHALL BE DOUBLE SIDED FACING THE DIRECTION OF TRAVEL. O I 7. POST SHALL BE SET BACK A MINIMUM OF (Y� I I 12" BUT NOT MORE THAN 36" FROM THE I I I cn CURB. x I 8. A FIRE LANE SHALL BE REQUIRED IN FRONT I OF FIRE DEPARTMENT CONNECTIONS EXTENDING0 LLJ 5 FEET ON EACH SIDE AND ALONG ALL AREAS j DESIGNATED BY THE FIRE CHIEF. I -----STEEL POST - 10'-0" LONG I I GRADE OR SLAB LINE I I I I r I I ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN I WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. I r7� FIRE LANE SIGN I 1/2" EXPANSION JOINT AT WALKS _ 4" CONCRETE WALK W/ MESH - WALK SHOWN DASHED GRADE LINE a _ BASE COURSE SEE SPECS - WHERE CONCRETE WALKS ABUTT CURBS PREPARED BASE ALIGN CURB EXP. JT. WITH WALKS COMPACTED PROVIDE CURB EXPANSION JOINTS - 20'-0" O.C. MAX. CONCRETE CURB — MnDOT B612 1 1/2" = 1'-0" 1 1/2"=l' -O" I I I I I GRADING KEY NOTES I 0 INDICATES APPROX EARTHWORK DISTURBANCE 1 APPROX 26,294 SF (.60 OF A ACRE) I O2 INDICATES EROSION CONTROL FENCE - SEE DETAIL I I I OESTABLISH GRADE ELEVATION OF 1022 AT ALL NEW BUILDING CORNERS I BLEND NEW GRADES INTO EXISTING FOR A SMOOTH O4 TRANSITION. NOTE: MAX SLOPE AROUND ENTRANCE FOR HANDICAP 1 TO 20 MAX. I OESTABLISH TOP OF BITUMINOUS IN THIS CORNER AT I S 1023.0'- SLOPE DOWN TO EXISTING CATCH BASIN AS SHOWN WITH ARROWS. I O INDICATES GRADE ELEVATION CHANGE - - - - - - - - - - 40 0 INDICATES NEW GRADE ELEVATIONS I I OINDICATES PROTECTIVE EROSION CONTROL AROUND CATCH I BASINS --------J 0 Bgtwkmark 50 w z Q J 0 co Y U 40 1018 S89045'05"E 365.86WOOD T 2 �- ----------------------------- --- = ----- ----- -- -- ----- 2" 1014 XISTING DRAINA CH o 1 4" N 1 I-------------- - ----- --- 1 ----------------------------- __+__—__—_ 30' P _ G REAR SETBACK _ o" SPRUCEI 40' BUIL® EAR SETBACK DRAINAGE & UTILUTY 110 I1 i SEMENT I ' ' i1 " A H 1 1020 1 12 SPRUCE I ' 1 CIS 102 1 , 1 I 1 1�" SPRUCE 1 I I 1 i ► l -ice I 116" Sf�RUCE 1 I I I 1" I 11�SH 1 i i Q I W i 16" SPRUC� j 1020 � I I I I NI I I 1` 024 Y 1 Q I 11"A�H I alp I I Im 1 I 1 01N 1 1 "'► I � I I 1V SPPPU 1 1 p I i I 1 01021 10" AAKBERRY 4 j 1 I I I 10" H CKBERRY I 1 DOC TY EFA 4567909 1 1 1 �""tl 18" COTTONWOOD I I I 1 8" H CKBERRI Ulf1 i o 040 1 8" HA KBERRY I u, I -- o - a��Pv 0- - - - -- - - - - - ---- 1 ---� I '► oa`o°off � 1 ■ s O Ip WV I I 1 -------- I N I -- - -- -- -------�-- ; I—� I 5 1 I N ' 1 I 1024 ----- I p 10 '1 DR INA E & UTILI' ' I 0 170.0"' EXISTING � EA ENT _ I FENCED IN I I D 1 I PLAYGROUND 1 1024 0 1 1020 1 I 1 N �o ELDr m 1 1 CONST UCTION LIMITS N I 1022 I 14,019 SF o I �- 1 1 l I I o 1 1 37 NEW PARKING k I (o 1 1 ING STALLS 1 i S ED 1024 z 1 1022 102 z I 1024 1 0 I CL 51.4 0 1 1 1022 i I N cs I 1024 23. I I I I 1 I I I 1 1 12 RUIP O I 1022 1 o \N� h0�, 6- i I �1 7 P�2UCE 1 I I I 1 I 1 9" MAPLE N I EX T'G I ? f1FJ ' I � M 109 I i LI T I I I E STS SIGN - „ 1 1 12.3 11.0 10 SH I I \ I I9" MAPLE - 11 EXISTING j 1 102 1 IV 1 .3 BUILDING EXIST IG Iv 3 I I SPRU I1 i FFE=1022.2f TRAS I 1 vo I 1 016 I I _ I - c / EXISTING BITUMINOUS 1 0 i JI 9" MAP h 1v I I c 1 20.0 �� 1 0 ' I" PI E 24'� MAPLE 10 2 3„/ / �-� I Go �) XST'G i v A FSR 1 j \ I 'a I I uj IGHT I 1 I 10 2 E> IST'G ELEC. ® (4'_ AlN 1 \ - to C j l TRANSFORMER 1 n I ¢ EX WING W LL1-_� I �� Cl CONI RETE BLOCK 1 - 1� 7 I I ” I I e1 I (ECST'G) WALLS _ _ 0 '" i o 1 20 SH 1020 I kXST'G MECHA I�NTAL I EQUIP � O 102 � 1 Ar. — I 1 " RUCE I - - - 3 _ I I I 1 1P ' 3 ,� ADDtTLON _ I ; I 1 1024 1 - 31D5 -S.F.- — 1 (5) 8' DECIDUOUS H DGE % 12" �PRUCE i 1 I -_-_-_- 0 I I I 1 — — — — // I 6" SPRUCE I S R I 1 I I Wl 110 1 a� I 2" r I 3) 8 CRA - - 1P20 3 C NSTRUCTIONI�I�v11TS 1T,275 SF 1020 -- --- .rift' RI IL ni, nNT QFTROCIly I 7-7.- B �.:A XI NG LA CAPE 20" PRICE �2 " SPR k 1 CRAB I 24"" UCE --- 11D24 170.0 - - o I 102 N90 °00 '00 m I 6" SPRUCE 6" 102 24 6" SPRU E z _ I ExISnNc a EXISTING �I V 1 DRIVEWAY N GAR GE N I I I I ``' 1 1.9 - I N I 1 15.0 10. 1 I I I I ' I -- - - 1- 1 HOUSE o i I 1 20' MAPLE / 1 I 1 DRAINAGE & UTIL� 1 47 I 110 ' EASEI�pET� V DECK ' l12" AS -- -- --- ----------------- ' AV -----�- - - ----------�-------------- 1 ' \ 101 2 17" BASSWO \ 1 1 ' (2) 20" ASH � J v - WV I I I I I I —1-1 IWvI 1—� EXISTING BITUMINOUS GRADING PLAN 60 46 TH AVE N U N TH '� 1 "=30'-0" NORTH m. U cE O 00 z — cv c c 2 O W N ��v o d. v - w Z J 4.0 / n U IL L1 _I w co CLO at a N a a� o V Q 8 211oa�: U L `ova a Ow REVISIONS In Lo cn 9a N Ln Q LLJ MLo Cn LLJ Z Lo O 00 w Z O Go Q Z � I 01 LL Z W >z M w0 O V t z M Lo N Lo QW U L0 Z � v Q Wow a = ! w Z I W a cE O 00 cv c c 2 O W CL z ��v o d. v - a c Z J 4.0 v m A IL v $v Z 0 co CLO at a a a� o V Lu cl) 8 211oa�: L `ova a REVISIONS co J I- V W 06 Z J M IL Z 0 co °D 3) 3 C4L9 V Lu cl) 8 V M V In Lo W N Ln MLo J Z N O w Z O c Z Z LL Z W >z O V t O Ej U) 0 o Lc) Q Q a SHEET: Al I HIGH POINT OF CHURCH EL. 129'-6" ASPHALT SHINGLES ADDITION EXISTING METAL COVERED FASCIA & SOFFIT TO MATCH EXISTING I Z- 6� TOP OF WALL EL. 110'- 4 1 f2- - - - - 11,00, - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �0� X00 X00 X00 z FLOOR LINE tvrll— LiJ > ui ui N \�W 77'� LL. I UU U NOT TRUE ELEVATION STONE SILL STUCCO Q U U ROCK FACED BLOCKNOT]l TRUE ELEVATION 0 ( w H 0 ADDITION EXISTING BUILDING Q Of SOUTHEAST ELEVATION- LLJ W 0) Q LLJ W O8 M V, p) z Q ulL0 wU')v U N W O N J � W O X I� W = 0- 12 12 15 ASPHALT SHINGLES ° ° tomo I 12 METAL COVERED �6 TO MATCH FASCIA & SOFFIT EXISTING C 2 E w oE° 6 z m� °O ti tv +. v o c°ac - � - - - - - - - - - - - - - - - - - - - - - - - - - t° dao m;Z° a - `Ovm 3 c° REVISIONS NOT TRUE ELEVATION STUCCO ROCK FACED BLOCK ADDITION 3 NORTHEAST ELEVATION U) Z 0 04 3 EXISTING ,ADDITION w ROCK FACED BLOCK METAL COVERED FASCIA & SOFFIT V TO MATCH EXISTING STUCCO V Z — �Q w/ ul)� -- - — - — - — - — --- -- — - — - — - — - — - — - — - — - -- - -- - -- - — - — - — - — - — - — - — - — Lu CN Lf 000 as as 000 000 000 000 000 � W1 W W W1 J Lo Lo � 0 - - - - - - - - - - - - - - - - - - - - - - - Z O W z ZK O w IL Z > W a _ EXISTING BUILDING ADDITION O V O � o o (/� c Q � 2 NORTHWEST ELEVATION Q r a A 3 1/8" =1'-0" SHEET. A3 Page 18 0.5 FC \ I � I I I I � I I I I DASHED LINE 1 INDICATES 0.5 I \\ FOOT CANDLES RELOCATED LIGHT POLE BY ELECT. GROUND POLE TO GRD. ROD ANCHOR BOLTS - 4 -#4's. #3 TIE 12" 0. C. . GRADE LINE OR BITUMINOUS LINE 24" DIA. CONC. BASE BASE BY GEN'L. CONTR. SECOND LIGHT "*4* _ I II al r� IT -F 0 0 I N 0 I CV 0 I 'EXSTG SHADOWBOX TYPE LIGHT FIXTURE >_ LIGHT TO BE SHIELDED w DOWNWARD TO KEEP > FROM OVERFLOW ONTO ADJACENT PROPERTIES z AND R.O.W. p__ PLYMOUTH LIGHTING ZONE REQUIREMENTS Cf' - ZONE LZ1 w MAX POLE W/ BASE HEIGHT 25'-0" MAX 450 WATT LAMP (VER EXSTG) MAX FOOT CANDLE - PRE -CURFEW 0.1 MAX FOOT CANDLE - POST CURFEW 0.1 AT PROPERTY LINES BOND GRD. ROD TO Z v vm2. o CONDUIT POLE & z 2'-0" � c GRD -ROD ' ao ° N c E c __�3/4" 0 10'0" LONG ' I COPPER GRD. ROD o 1S1 TE LIGHT POLE DETAIL. wr mais] THE PROJECT ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION, TYPE, MOUNTING HEIGHT, INITIAL LUMINAIRE LUMENS AND LIGHT SOURCE OF THE EXISTING PARKING LOT LIGHT FIXTURES. PRODUCE THE PHOTOMETRICS, INCLUDING BUG RATINGS FOR THE SAME. GIVE THE DATA TO THE ARCHITECT FOR APPROVAL TO THE CITY. THIS WILL BE REQUIRED BEFORE ANY PERMIT WILL BE ISSUED. IF FIXTURE IS NOT MEETING CITY CODE NEW FIXTURES WILL BE REQUIRED UNDER A CHANGE ORDER. WALL LINE I \ 1 I WALL PAK DASHED LINE INDICATES 0.5 0.5 FC_�� FOOT CANDLES WALL MOUNTED LIGHT EXTERIOR LIGHTING LIGHTING ZONE LZ1 - LOW/MEDIUM DENSITY RESIDENTIAL AREA LIGHTING QUALITY MIN CR1 OF 7-0 CCT OF NO GREATER THAN 4100K LIGHTING QUANTITY & LUMINAIRE DISTRIBUTION HARDSCAPE AREA - 47,327 SQ FT HARD SURFACE X 1.25 = 59,158.75 ALLOW LUMENS MAX ALLOWABLE BACKLIGHT RATING LZ1 ZONE - GREATER THAN 2 MOUNTING HGTS - B3 MAX ALLOWABLE GLARE RATING LZ1 ZONE - GREATER THAN 2 MOUNTING HGTS - G1 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 I I I I I I I I W ' I CO � I I I I I I I I OI rn I W I x OI 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 I I I I I I I I I I Bencktno�k w 50 I I I I 40 1 I I wV: S89°45'05"�' 365.86 WOODDALE PLAT 2 --------------------------------------------------------------------------- m 16" ASH o er�.� Laa' `'WL.s' 4" 2" 4.. 4„ �c"f� 4 N I N '1.(li' I Idyll I Ir---------------------------------------------- --- - ---------I I I 430 PARKING REAR SETBACK ---------------------------------------------------- --I---, 1 40 I I 6" SPRUCEI 40' BUILDING REAR SETBACK DRAINAGE & UTILIITY I 10 10 I i EASEMENT I I I� I I 16" A�H i i 1 i SPRUCE 00 I I I I I ICb 1i" SPRUCE I I I 1 I I I I I I I I I I WV I I i i 116" SORUCE 1 S ' 116" AH i < WIN 116" SPRUCLu I I I NIN I I I j I Yjo I j I I 16" ISH I a t m I I I IN I I I I I I � 1112" SPRUCE i Q 1 I cb I L 10 I I 10" HACKABERhY 4f I I I I I I I OJ I I RRY .x I I � I UTILITY EASEMENT PER 10" HACK6 f I ' 10 I I I DOCUMENT NO. 4567909 1 1 1 10 I I I 18" COTTONWOOD II I I I I8" HiCKBERRY I I I I Qo j• '� �I I I I I ' L - / Qo4o I 8"IHACKBERRY ----�----------------I-- -I I fp I Op6p v, -- --- ----- • o-6. I In I --------------- PV�� �4t I I-�--------- -_ -- ' a"- - - - - - - - 1 co I 8" ASH �„ to "" I--------------------------------I--�---- I I I I I I I I I I I I I I I I I I I I 2 I I I I I I 40 ; 40 I I I2EA3 WENT I I I I I I I I EXISTING I I I FENCED IN 1 I I I I I PLAYGROUND I I I I 0 I RELOCATED LIGHT 13 I I -3" �OXELDrR I¢ Of I I I II I 1 I I I I m >nwI I I I I I I �N cna1 0.5 FC1 t o of I I II 23 EW PARKING ; f I L� cfl I I 11 EXISTING STA SHED1 8' PRUCE I I I 6 ow 10-4'I ELM I I a L 51.4 I S I` ` �� I �I 8 SI�RUCE t o I o O I N 23. w�v� Cl' i I N EX T I I L� _ -�� _L� I I I i 12 SPRUCE O T'. I I LI GH 1 I /� I I I I �� I I I i \N 11611 I I I �I 7 S4UCE 0 1 � V � I I i 11.0I��9" SPRUCE 9" MAPLE I N 6 SPRIl7Z`E � I O I I M I 2 I XS �G EXSTd SIGN I I 2 I 110' SPRUCE 12.3 11.0 10"AH 9" MAPLE I ILd iIi `�" I = I 10' SPRUCE EXISTING I Plv t .3 EXS Ld FFEU10222f TRASH 1W-1 3/4 cv I l i EXISTING BITUi INOUS IS I I I 18" PINE I I i 9" MAPLEa M 17" ASH II �` I i I/ I oLj I ' I 241 MAPLE I 20.0 '"�_�` II �� I I - .5 FC -� 10" PINE I I ® EX 1 1/4"/ A ER cy�` I �, 1- XST G Q l AD AD AD AD IGHT W I I I © EX 4" s I I I I I I I I 10" SPRUCE I E ST'G ELEC. ®--Vs-!s '� -'s "p I O I I TR NSFORMER 5 C4_ �1 I ► I 1 I I I 0 I EX WING WALL' A0 5 �� __ I I( I I 1 12" SPRUCE O I I I ti` 1� 1\ IG T 1��`11iI I I i� 80'-61 $/ " j O I I CONPRETE BLOCK I - _ H p I - I I 11 1� I (E� ST'G) WALLS I - 1 - �;� i I I � O I I �XST'G MECHANI AL __ \\ I I 0.5 FC N I I EQUIPMrNTO r -- I I 12" S RUCE i O o0 aPLE a, I I - AD lf-RON I -112' SPRUCE I I 3UD� lZ �•�•_ - �� i (5) 8' DECIDUOUS H DGE /\ I I I I I _ _ _ _ I (3) 8" CRAB _ - - - _ - _ - I 6" SPRUCE I I I SPRUCE iJ, II III III II PRUCE 4. NORTH LINE 6" SPRUIII E 'RUCE _- -- LIGHT 6" SPRUCE - - - I SOUTH 52 FEET EXISTING EXISTING DRIVEWAY jl�AWE ENTRANCE SIGN MAINTENAN AND INSTALLATION EAi:5.1AX 10 PER DOCUMENT NO. 4969218 2" ASH .9 IIIII III I, I 12" ISPRUCE _ I I 15.0 4i 10.0 I I I I EAST UNE OF / - WEST 52 FEET I I r-- -E3 ------ BUILDING FRONT SETBACK _ ___ FXI�IhL I I I 12' CRAB I -� v HOUSE oo I I 2�0 20" MAPLE / `4 I I I -EXISTING LANDSCAPE DRAINAGE & UTIL Tig j 47 I 110 I EASEMENT I DECK I I�20" SPRCE 20" SPRUCE I i I 12 CRAB I 24"" SPRUCE 12" ASH I I - - - - - - - - - - - - - - - - - - - - - - - - - --- -L -4-------------------------- I 17 0. 0 1130.00 I ---� I-------------- -------- I -�--- o I X17' MAPLE I o_ `, X90 °00 '00 "L' 12" ASH 34000 \ . (2) 17' BASSWOOD (2) 20" ASH WVI wV DAD -AD -AD -AJ -AD -AD -AD -A7 -A] -AD -AD -A7 -AD -AD -AD AD -Wy-AD AD AD -AD+ AD -AD -AD -A] -AD -AD -AD -A7 -A7 -A7 -A7 -A7 -AD - EXISTING BITUMINOUS SITE LIGHTING PLAN 60 46 TH AVENU N09TH 30' s 2 z 0 NORTH 60 U Z v vm2. o - Low-cv-Cv-CVCV CV- I I ------ 00 I----- z V � c ao ° N c E c ' I w o -------- CA.110 - - - - - - - - - - - I10 I I I I 170 04 �' I I/ j v o W LU E m'g a DR INA ' E & VLITY 1 I I I I I I I I I I I I I I I I I I I I 2 I I I I I I 40 ; 40 I I I2EA3 WENT I I I I I I I I EXISTING I I I FENCED IN 1 I I I I I PLAYGROUND I I I I 0 I RELOCATED LIGHT 13 I I -3" �OXELDrR I¢ Of I I I II I 1 I I I I m >nwI I I I I I I �N cna1 0.5 FC1 t o of I I II 23 EW PARKING ; f I L� cfl I I 11 EXISTING STA SHED1 8' PRUCE I I I 6 ow 10-4'I ELM I I a L 51.4 I S I` ` �� I �I 8 SI�RUCE t o I o O I N 23. w�v� Cl' i I N EX T I I L� _ -�� _L� I I I i 12 SPRUCE O T'. I I LI GH 1 I /� I I I I �� I I I i \N 11611 I I I �I 7 S4UCE 0 1 � V � I I i 11.0I��9" SPRUCE 9" MAPLE I N 6 SPRIl7Z`E � I O I I M I 2 I XS �G EXSTd SIGN I I 2 I 110' SPRUCE 12.3 11.0 10"AH 9" MAPLE I ILd iIi `�" I = I 10' SPRUCE EXISTING I Plv t .3 EXS Ld FFEU10222f TRASH 1W-1 3/4 cv I l i EXISTING BITUi INOUS IS I I I 18" PINE I I i 9" MAPLEa M 17" ASH II �` I i I/ I oLj I ' I 241 MAPLE I 20.0 '"�_�` II �� I I - .5 FC -� 10" PINE I I ® EX 1 1/4"/ A ER cy�` I �, 1- XST G Q l AD AD AD AD IGHT W I I I © EX 4" s I I I I I I I I 10" SPRUCE I E ST'G ELEC. ®--Vs-!s '� -'s "p I O I I TR NSFORMER 5 C4_ �1 I ► I 1 I I I 0 I EX WING WALL' A0 5 �� __ I I( I I 1 12" SPRUCE O I I I ti` 1� 1\ IG T 1��`11iI I I i� 80'-61 $/ " j O I I CONPRETE BLOCK I - _ H p I - I I 11 1� I (E� ST'G) WALLS I - 1 - �;� i I I � O I I �XST'G MECHANI AL __ \\ I I 0.5 FC N I I EQUIPMrNTO r -- I I 12" S RUCE i O o0 aPLE a, I I - AD lf-RON I -112' SPRUCE I I 3UD� lZ �•�•_ - �� i (5) 8' DECIDUOUS H DGE /\ I I I I I _ _ _ _ I (3) 8" CRAB _ - - - _ - _ - I 6" SPRUCE I I I SPRUCE iJ, II III III II PRUCE 4. NORTH LINE 6" SPRUIII E 'RUCE _- -- LIGHT 6" SPRUCE - - - I SOUTH 52 FEET EXISTING EXISTING DRIVEWAY jl�AWE ENTRANCE SIGN MAINTENAN AND INSTALLATION EAi:5.1AX 10 PER DOCUMENT NO. 4969218 2" ASH .9 IIIII III I, I 12" ISPRUCE _ I I 15.0 4i 10.0 I I I I EAST UNE OF / - WEST 52 FEET I I r-- -E3 ------ BUILDING FRONT SETBACK _ ___ FXI�IhL I I I 12' CRAB I -� v HOUSE oo I I 2�0 20" MAPLE / `4 I I I -EXISTING LANDSCAPE DRAINAGE & UTIL Tig j 47 I 110 I EASEMENT I DECK I I�20" SPRCE 20" SPRUCE I i I 12 CRAB I 24"" SPRUCE 12" ASH I I - - - - - - - - - - - - - - - - - - - - - - - - - --- -L -4-------------------------- I 17 0. 0 1130.00 I ---� I-------------- -------- I -�--- o I X17' MAPLE I o_ `, X90 °00 '00 "L' 12" ASH 34000 \ . (2) 17' BASSWOOD (2) 20" ASH WVI wV DAD -AD -AD -AJ -AD -AD -AD -A7 -A] -AD -AD -A7 -AD -AD -AD AD -Wy-AD AD AD -AD+ AD -AD -AD -A] -AD -AD -AD -A7 -A7 -A7 -A7 -A7 -AD - EXISTING BITUMINOUS SITE LIGHTING PLAN 60 46 TH AVENU N09TH 30' s 2 z 0 NORTH 60 U Z v vm2. o z V � c ao ° N c E c v - w o , ^ V / j v o W LU E m'g a o N m;Z V av Q .00 UF_ 0 fflO�vw Lf) q LU " 04 a F_ U LO (/) Q J LLJ 04rn N O w Z OG2 Q Z uj Z LiJ z W 3 O V to LO 0 o U.) 00 Q Q 00 Q 0) I rn M O) w M LAO N Q W U Z � w o �3 C14 CD N J ED Q w Z Il W d CEP o Z v vm2. o r V � c ao ° z° c E c v - o W v o V E m'g a o Z m;Z V av Lom .00 J fflO�vw Lf) q cv REVISIONS N Z J V H W V 06 Z Z J Lf) W 04 a F LO Z J 04rn N O w Z OG2 Q Z uj Z W z W 3 O V to :) O 0 o U.) Q Q a V.,134A A1.3 Z V V Z Lf) W 04 F LO J Z N O w Z OG2 Q Z uj Z 0 z W 3 O V to :) O 0 o U.) Q Q a V.,134A A1.3 W F7 Z N :a STAKING PLAN TREE 16" X 1 1/4" POLYPROPYLENE OR POLYETHYLENE STRAP (40 MIL. TYPICAL) 8'-0" STEEL STAKE GUY WIRES WOOD OR METAL STAKES - SIZE AS REQ'D. MULCH - MIN. 4" THICK FERTILIZER TABLETS REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL BACKFILL W/ PLANTING SOIL 8" MIN. CONIFEROUS TREE PLANTING �c 1/2" = 1' - 0" '2 O EQUAL TREE STAKING PLAN HOSE CUSHIONS GUY WIRES WOOD OR METAL STAKES - SIZE AS REQ'D. TREE WRAP TO FIRST BRANCH MULCH - MIN. 4" THICK FERTILIZER TABLETS REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL BACKFILL W/ PLANTING SOIL 8" MIN. DECIDUOUS TREE PLANTING 1 /2" 1' - 0" LANDSCAPE - KEY NOTES OFOUNDATION LANDSCAPING THIS AREA IS RIVER ROCK GROUND COVER AND VINYL EDGING WHICH IS TO REMAIN. FOUNDATION LANDSCAPING CONSISTING OF SHRUBS, RIVER O2 ROCK GROUND COVER AND VINYL EDGING TO BE REMOVED, NEW FOUNDATION LANDSCAPING CONSISTING OF SHRUBS, O3 RIVER ROCK GROUND COVER OVER LANDSCAPE FABRIC AND VINYL EDGING BY OWNER. EXISTING TREE TYPES: MAPLE PINE ELM SPRUCE ASH HACKBERRY CRAB BASSWOOD OLIVE BOXELDER COTTONWOOD NEW TREE SYMBOLS NEW EVERGREEN TREE ° NEW DECIDUOUS TREE 0,00 EXST'G FOUNDATION WALL LANDSCAPING 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 I I i I I I I W I i I I I I I I O1 I i I O 1 I I I I I I I I I I I I I NEW FOUNDATION WALL LANDSCAPING VINYL EDGING, 1 TIMBER RETAINING WALL, 3/4" TO 1 1/2" RIVER ROCK I GROUND COVER & LANDSCAPE FABRIC UNDER THIS I CONTRACT. PLANTING BY OWNER. I INCLUDED UNDER THIS CONTRACT PLANT MATERIAL SCHEDULE z 0,00 ao v ROOT QUANTITY KEY BOTANICAL NAME COMMON NAME SIZE TYPE 4 A PICEA GLANCA DENSATA BLACKHILL SPRUCE 6' BB 2 B TILIA AMERICANA AMERICAN LINDEN 2 1/2" BB F- GROUND COVER: 3/4" TO 1 1/ " RIVER ROCK OVER LANDSCAPE FA BRIC L `ovz VINYL EDGING STRIP NEXT TO LA NN AREAS C/) LANDSCAPE REQUIREMENTS TREE QUANTITY PROVIDED EXISTING TREES - SEE SITE PLAN LLJI APPROX 797 INCHES (65 TREES TOTAL - 30 CONIFEROUS & 35 DECIDUOUS) PLAN SHOWS EXISTING DECIDUOUS TREES WHICH ARE 2 1/2" OR OVER AND CONIFEROUS TREES WHICH ARE 6' OR TALL. PLYMOUTH ORDINANCE: LANDSCAPING REQUIREMENTS GREATER REQUIREMENT (1 TREE PER 50 LINEAL FEET OF SITE PERIMETER) 1954.15 DIVIDED BY 50 = 39 TREES REQUIRED. EXISTING TREE COUNT MEETS ORDINANCE REQUIREMENTS D (6) 8" +/- CRAP APPLE TREES BEING REMOVED DUE TO CONSTRUCTION L0 CITY CODE REQUIRES 1 TREE ADDED PER 3 ORNAMENTAL TREE REMOVED - 2 TREES ADDED TREES REQUIRED WHEN EXPANSION TO EXISTING - 1 NEW OVERSTORY TREE PER 1,000 SQ FT EXPANSION. 3100 SF DIV 1,000 EQUALS 4 TREES REQUIRED. 00 NEW TREES USED FOR SCREENING 50 40 W Z Q J V cr D ��m Y U I W„i Z___o S89°45'05"E 365.86NA WOODDALE PLAT 2 16" ASH N d 4» ca 2„ 2" 4» 4„ o ``J`,�' `p.n.s' 'z.a,�' a 4" c4 I I Ir----------------------------------------------------- - ---------I 30 PARKING REAR SETBACK ---------------------------------------------- 1I6" SPRUCEI —It 40' BUILDING REAR SETBACK DRAINAGE & UTILIITY 1 10 10 1 1 1 EASEMENT I ; I I I I i16" tH i i 12� SPRUCE*j I C6 I I 11 I cb 1 1 1 i 1 SPRUCE I 1 I 1 iib" SItRUCE I I 1 I 0 I I 1 iib" ASH i IT i m i WIN 116" SPRUC�Lu I I I 1 cn i� i i I I 1 � I i1�1J I I I 116" FSH i o I m N i i I � i1 112" SPRUCE I I O co 1 I I I I I I 10" HAbKBERRY 4f I 11 1 I I I I I I rO^ I 1 10" rACKBERRY 1 I 1 UTILITY EASEMENT PER I I I10 1 DOCUMENT N0. 4567909 18" COTTONWOOD i 8" HIICKBERRY10 I I I I 1 1 000• a �� I I I i � 1 ------------ �-� ��'°°° I 8" HACKBERRYI.x. cD ' \O-V0M�"----------------I- J o ospo 1 -� ` r----- I Lo I co 8" ASH ---------- ------------ -------------------------I--� N I I 1 EXISTING I A I ------ ----- - - - - FENCED IN -------------� I , 110 10 1` 1 1 170.04 PLAYGROUND I I DR INA E& UTILITY I I 1 I 11 A EA ENT I I I I EXISTING I I I B WOOD CHIP i I I I 1 I I 1 PLAYGROUN I I I I WITHIN RAI 1 0 i 1 ROAD TIES I I I A I 1 1 I I I I INDI ATES BERM AREA 1 T 3' HIGH -3" dOXELDIIER ¢ I I dlJ I mN w V) U) Q_ z �_ I B I i I of li (D I I ING _ 1 14;o.t SHED I PRUCE 1I I �I 0-4"I ELM 1 l S I i I S RUCE I I Na 1 I I i I INDICATES BERM AREA 1 23 .. % —�___ — I I 1 TO 3' HIGH I `N I I I 1 SPRUCE O 0'J C3 v vat. o z 0,00 ao v z W E- v - z o LTJ �'v o W :5 :5 cot U F- O W " a L `ovz v/-//) U C/) Q LLJI LTJ D L0 00 00 Q � I rn M O1 L"L1 M N w�v Q W Z U W Lal o � N J W z a P, w CEP o v vat. o 0,00 ao v z E- v - z o �'v o :5 :5 cot m;Zo n 11 o a L `ovz 3 c° REVISIONS I v i i Q 110::::: SIP UCE I 1 11. 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WI Photo GIF Face Portrait Upart Ure Drawing \A p5 DpluJ WAGI— G1� WCLQ L�1� Page 23 ZONING ORDINANCE CONDITIONAL USE PERMIT STANDARDS 21015.02 PROCEDURE: Pursuant to Minnesota Statutes 15.99, an application for a conditional use pen -nit shall be approved or denied within sixty(60) days from the date of its official and complete submission unless extended pursuant to Statute or a time waiver is granted by the applicant. If applicable, processing of the application through required state or federal agencies shall extend the review and decision-making period an additional sixty (60) days unless this limitation is waived by the applicant. Subd.5. The Planning Commission shall consider possible adverse effects of the proposed conditional use. Its judgment shall be based upon (but not limited to) the following factors: 1. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. 2. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. 3. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood. 4. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 5. Adequate public facilities and services are available or can be reasonably provided to accommodate the use which is proposed. 6. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. 7. The conditional use complies with the general and specific performance standards as specified by this Section and this Chapter. Section 21015 -Plymouth Zoning Ordinance (forms/cupsta) Page 24 CITY OF PLYMOUTH RESOLUTION No. 2018 - RESOLUTION APPROVING A SITE PLAN AMENDMENT AND CONDITIONAL USE PERMIT AMENDMENT FOR WAYNE A. JESKE ASSOCIATES, INC. FOR A BUILDING ADDITION AND PARKING EXPANSION AT 15870 46T" AVENUE (2018008) WHEREAS, Wayne A. Jeske Associates, Inc. has requested approval of a site plan amendment and conditional use permit amendment to allow construction of a 3,100 square foot building addition and parking expansion on a portion of the property presently legally described as follows: LOT 1, BLOCK 1, AMHURST SIXTH ADDITION, HENNEPIN COUNTY, MINNESOTA. WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and does approve the request by Wayne A. Jeske Associates, Inc. for a site plan amendment and conditional use permit amendment for a 3,100 square foot building addition and parking expansion, subject to the following conditions: 1. A site plan amendment is approved to allow construction of a roughly 3,100 square foot building addition and related site improvements, in accordance with the plans received by the City on January 29, 2018 and revisions received January 31, 2018, except as amended by this resolution. 2. A separate building permit is required prior to commencement of the project. 3. Prior to issuance of the building permit, the applicant shall fulfill the requirements, submit the required information, and revise the plans as indicated below, consistent with the applicable City code, zoning ordinance, and engineering guidelines: a. Execute a site improvement performance agreement and submit a financial guarantee pursuant to section 21045.10 of the zoning ordinance. b. Obtain any required permits from Hennepin County and the watershed district. c. Obtain City approval of final construction plans. d. Revise the plans to move the proposed parking lot expansion out of the utility easement. e. Revise the plans to move the existing shed out of the utility easement. f. Revise the plans to meet fire code requirements as follows: 1) Submit fire flow calculations for the site. 2) Submit a revised fire apparatus turning evaluation for the parking lot. 4. Review and approval of the stormwater plans. Page 25 Resolution 2018 - File 2018008 Page 2 5. Silt fence shall be installed prior to any construction on the site. 6. Fire lane signage shall be provided in locations to be field identified by the fire inspector. 7. Standard Conditions: a. The applicant shall remove any diseased or hazardous trees. b. No trees may be planted in the public right-of-way. c. Any rooftop equipment shall be painted or screened to match the building. Compliance with the City's lighting regulations. Any signage shall comply with section 21155 of the zoning ordinance and shall receive sign permits if required. Compliance with City's landscaping regulations. Any subsequent phases or expansions are subject to required reviews and approvals per ordinance provisions. The site plan shall expire one year after the date of approval, unless the property owner or applicant has started the project, or unless the applicant, with the consent of the property owner, has received prior approval from the City to extend the expiration date for up to one additional year, as regulated under sections 21045.09 and 21015.07, respectively, of the zoning ordinance. APPROVED by the City Council on this 10th day of April, 2018. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on April 10, 2018, with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this day of City Clerk Page 26 rp)City of Plymouth Adding Quolity to Life REGULAR COUNCIL MEETING April 10, 2018 Agenda 6 m 04 Number: To: Dave Callister, City Manager Prepared by: Shawn Drill, Sr. Planner Reviewed by: Barbara Thomson, Planning Manager and Steve Juetten, Community Development Director Review Deadline: Approve a Conditional Use Permit for an indoor commercial June 21, 2018 Item: recreation use at 3580 Holly Lane (Wesley Herold and Mike Korf -- 2018009) 1. ACTION REQUESTED: Adopt the attached resolution approving a conditional use permit to allow an indoor commercial recreation use within an existing industrial building located at 3580 Holly Lane, as recommended by the Planning Commission. Approval requires a 4/7 vote of the City Council. 2. BACKGROUND: On March 21, 2018, the Planning Commission conducted the public hearing and subsequently voted unanimously to recommend approval. The applicant was present in support of the request. Other than the applicant, no one from the public wished to speak on the matter. A copy of the Planning Commission meeting minutes and report is attached. Notice of the Planning Commission's public hearing was published in the City's official newspaper and mailed to all property owners within 500 feet of the site. 3. BUDGET IMPACT: Not applicable. 4. ATTACHMENTS: Planning Commission Minutes Planning Commission Report with Attachments Resolution Page 1 Proposed Minutes Planning Commission Meeting March 21, 2018 MEMBERS PRESENT: Chair Marc Anderson, Commissioners Bryan Oakley, Donovan Saba, Julie Witt, David Witte, Kira Vanderlan and Justin Markell MEMBERS ABSENT: None STAFF PRESENT: Senior Planners Shawn Drill and Lori Sommers, Senior Engineering Technician Trevor Quast OTHERS PRESENT: Councilmember Ned Carroll 6. PUBLIC HEARINGS B. WESLEY HEROLD AND MIKE KORF (2018009) Chair Anderson introduced the request by Wesley Herold and Mike Korf for approval of a conditional use permit to allow an indoor commercial recreation use in the I -I (light industrial) zoning district, within the existing building located at 3580 Holly Lane. Senior Planner Drill gave an overview of the staff report. Commissioner Witt asked how staff would determine if there are significant traffic issues. Senior Planner Drill replied if there is a significant increase in crashes due to people making U- turns, that problem would then be solved by closing the right -out exit. Chair Anderson introduced Jeff Minea, representing the applicant, who stated that he is present to answer any questions from the commission. Chair Anderson referenced the added condition #5 addressing U-turns mentioned by staff and asked if the applicant is accepting of that condition. Mr. Minea replied that they would be amenable to adding that condition. Chair Anderson opened the public hearing and closed the public hearing as there was no one present requesting to speak on this item. MOTION by Commissioner Oakley, seconded by Commissioner Vanderlan, to approve the request by Wesley Herold and Mike Korf for approval of a conditional use permit to allow an indoor commercial recreation use in the I -I (light industrial) zoning district, within the existing building located at 3850 Holly Lane. Vote. 7 Ayes. MOTION approved. Proposed Minutes 1 of 1 Meeting of March 21, 2018 Page 2 Agenda Number 6B File 2018 009 PLYMOUTH COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING STAFF REPORT TO: Plymouth Planning Commission FROM: Shawn Drill, Sr. Planner (509-5456) through Barbara Thomson, Planning Manager MEETING DATE: March 21, 2018 APPLICANT: Wesley Herold and Mike Korf PROPOSAL: Conditional use permit for an indoor commercial recreation use LOCATION: 3580 Holly Lane GUIDING: IP (planned industrial) ZONING: I-1 (light industrial) REVIEW DEADLINE: June 21, 2018 DESCRIPTION OF REQUEST: The applicants are requesting a conditional use permit to allow an indoor commercial recreation use within the 68,217 square foot building located at 3580 Holly Lane. Under the plan, an Urban Air Adventure Park would occupy the entire building. The use would include a party room, game area, laser tag, trampolines, rock climbing, inflatables, rope and warrior courses, and other features, together with a roughly 26,000 square foot area containing a track for electric go-carts. The zoning ordinance allows indoor commercial recreation uses in the industrial districts upon issuance of a conditional use permit. Notice of the public hearing was published in the City's official newspaper and mailed to all property owners within 500 feet of the site. A copy of the notification area map is attached. Page 3 File 2018009 Page 2 CONTEXT: Surrounding Uses Previous Actions Affecting Site The 68,217 square foot building was constructed in 1997 as part of the Plymouth Ponds Business Park. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposal meets the standards listed in the zoning ordinance. If it meets the specified standards, the City must approve the permit. However, the level of discretion is affected by the fact that some of the standards are open to interpretation. ANALYSIS OF REQUEST: The applicants are requesting approval of a conditional use permit for an indoor commercial recreation use to allow operation of an Urban Air Adventure Park. The applicants describe Urban Air Adventure Park as America's fastest growing family entertainment center providing for safe, fun, and affordable recreation, birthday parties, school functions, as well as group/corporate events for all ages. No exterior site changes are proposed. The hours of operation would be as follows: Monday thru Thursday: 3 PM to 8 PM Wednesday & Friday: 10 AM to Noon (Jumperoo) Friday: Noon to 11 PM Saturday: 10 AM to 11 PM Sunday: 10 AM to 8 PM Parking is generally the main item that is reviewed for this type of application. There are presently 173 parking spaces on the site. The zoning ordinance requires that indoor commercial recreation uses provide one parking space for every 300 square feet of building space based on 90 percent of gross floor area, unless an applicant demonstrates that their parking needs are less than required by the ordinance. Consequently, the ordinance would require 205 parking spaces for this use, unless the applicant demonstrates that their parking needs are lower. (68,217 x 90% = 61,396 / 300 = 205.) Page 4 Adjacent Land Use Guiding Zoning North Dundee Nursery C FRD --(across Highway 55) (commercial) (future restricted development) West Commercial Uses in C PUD --(across Co. Rd. 2 Pl mouth Station (planned unit development) East and South Industrial Uses in Plymouth IP I-1 Ponds Business Park Previous Actions Affecting Site The 68,217 square foot building was constructed in 1997 as part of the Plymouth Ponds Business Park. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposal meets the standards listed in the zoning ordinance. If it meets the specified standards, the City must approve the permit. However, the level of discretion is affected by the fact that some of the standards are open to interpretation. ANALYSIS OF REQUEST: The applicants are requesting approval of a conditional use permit for an indoor commercial recreation use to allow operation of an Urban Air Adventure Park. The applicants describe Urban Air Adventure Park as America's fastest growing family entertainment center providing for safe, fun, and affordable recreation, birthday parties, school functions, as well as group/corporate events for all ages. No exterior site changes are proposed. The hours of operation would be as follows: Monday thru Thursday: 3 PM to 8 PM Wednesday & Friday: 10 AM to Noon (Jumperoo) Friday: Noon to 11 PM Saturday: 10 AM to 11 PM Sunday: 10 AM to 8 PM Parking is generally the main item that is reviewed for this type of application. There are presently 173 parking spaces on the site. The zoning ordinance requires that indoor commercial recreation uses provide one parking space for every 300 square feet of building space based on 90 percent of gross floor area, unless an applicant demonstrates that their parking needs are less than required by the ordinance. Consequently, the ordinance would require 205 parking spaces for this use, unless the applicant demonstrates that their parking needs are lower. (68,217 x 90% = 61,396 / 300 = 205.) Page 4 File 2018009 Page 3 In this case, the applicant has provided the City with documentation that includes parking studies from four other Urban Air Adventure Parks. The documentation concludes that the parking ratio needed for this particular use is one parking space for every 400 gross square feet of building area. Based on the size of this building, that standard would yield a requirement of 171 parking spaces. (68,217 / 400 = 171.) With the documentation provided, staff finds that 171 parking spaces would be required to serve this use. Again, there are presently 173 parking spaces on the site. However, a condition in the attached resolution would require the business owners to stripe additional parking spaces on the site if the City determines there is a parking shortage in the future. There is adequate space in the west portion of the site to stripe roughly 44 additional parking spaces that meet all dimensional standards. The Planning Commission must review the requested conditional use permit for compliance with the standards listed in the zoning ordinance. A copy of the standards is attached. Staff used these standards to review the request and finds it would meet the applicable standards. Specifically, the proposed use would conform to the comprehensive plan, would not have adverse effects on public improvements in the area, would not impede the orderly development of the district, nor would it be detrimental to the surrounding properties or the city as a whole. RECOMMENDATION: Community Development Department staff recommends approval of the conditional use permit to allow an indoor commercial recreation use for property located at 3580 Holly Lane, subject to the conditions listed in the attached resolution. If new information is brought forward at the public hearing, staff may alter or reconsider its recommendation. ATTACHMENTS: 1. Draft Resolution Approving Conditional Use Permit 2. Location Map 3. Aerial Photo 4. Notification Area Map 5. Conditional Use Permit Standards 6. Applicant's Narrative 7. Graphic of Proposed Interior Layout PAPlanning Applications\2018\2018009 Page 5 SITE `+ -I;= :� F 11* wi ' � e A �~ SITE f 2018009 - Aerial Photograph 0 330 660 1 � city of I I Feet Plymouth, Minnesota Page 7 NOTIFICATION AREA MAP Buffer Size: 500 feet 0 120 240 480 ft Map Comments: This data (i) is furnished 'AS IV with no representation as to completeness or accuracy; (i i) is fumished with no warranty of any kind; and (iii) is notsultable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss Fes uhing from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 554871 gis.info@hennepin.us Page 8 ZONING ORDINANCE CONDITIONAL USE PERMIT STANDARDS 21015.02 PROCEDURE: Pursuant to Minnesota Statutes 15.99, an application for a conditional use permit shall be approved or denied within sixty(60) days from the date of its official and complete submission unless extended pursuant to Statute or a time waiver is granted by the applicant. If applicable, processing of the application through required state or federal agencies shall extend the review and decision-making period an additional sixty (60j days unless this limitation is waived by the applicant. Subd.5. The Planning Commission shall consider possible adverse effects of the proposed conditional use. Its judgment shall be based upon (but not limited to) the following factors: 1. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. 2. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. 3. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood_ 4. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 5. Adequate public facilities and services are available or can be reasonably provided to accommodate the use which is proposed. 6. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. 7. The conditional use complies with the general and specific performance standards as specified by this Section and this Chapter. Section 21015 -Plymouth Zoning Ordinance (formslcupsta) Page 9 1/29/2018 Planning Division City of Plymouth Plymouth City Hall 3400 Plymouth Blvd. Plymouth, MN 55447-1482 RE: Conditional Use Permit (CUP) Urban Air Adventure Park Plymouth Ponds 111 3580 Holly Lane PIymouth, Minnesota To whom it may concern: Please let this letter serve as our formal request for a conditional use permit. Below is a narrative of our proposal for the use of the above reference property. The subject property is located at the SE corner of Hwy 55 and County Rd 24 in Plymouth Ponds. The overall area consists of mixed commercial, industrial, retail, and more. The building stands alone in an industrial park consisting of eight buildings, and known as Plymouth Ponds. Plymouth Ponds III is a 68,000 square foot light industrial building currently used as a mix of office space and manufacturing. Urban Air Adventure Paris is America's fastest growing family entertainment center. Urban Air is a full-service entertainment the ility for safe, fun, and affordable family entertainment, birthday parties, school functions, corporate events, field trips, fitness classes, and group events of all ages. Beyond trampolines, the attractions offered (ail indoors) include warrior courses, ropes courses, rock climbing walls, dodgeball courts, battle beam, go-carts, sky rider, slam-dunk, and many more. Paris hours are as follows: Monday -Thursday: 3PM to SPM Wednesday & Friday: 1 DAM to Noon (Jumperoo) Friday: 12PM to 11 PM Saturday: I DAM to 11 PM Sunday: i DAM to 8PM There are 40 Urban Air parks currently open in the US, with one located in Coon Rapids, In 2018, Urban Air is set to open 60+ more Adventure Parks in the United States with three in Europe. This business proposes to bring approximately 10,000 paying customers per month. The target demographic for Urban Air is children ages 1-14 and their parents/guardians. Plymouth Ponds has a current tenant, Pump It Up that has a similar use, but does not compete with the same demographics. Page 10 The property is currently zoned I -I Light Industrial. The current parking code requires one parking space for every 300 square feet. The facility currently has 175 parking spaces. Out of the 68,217 SF of space to be occupied, over 26,000+ SF is being dedicated to indoor, electric Go - Karts in which only 12 people can use the track at any given time. Using this as the basis of the calculation, it would decrease the required spaces from 227 to I40. In addition, 80% of Urban Air customers cannot drive yet and are being dropped off by parents with each car on average, containing three children. Using historical data from the existing parks, Urban Air recomniends 60+ parking spaces, placing Plymouth Ponds III 175 well above the Franchise requirement. Given the industrial park is adjacent to a residential area; Urban Air is sensitive to meeting the concerns of the neighborhood regarding safety and noise. Plymouth Ponds III is directly accessible from County Road 24 from the north, and is directly accessible to Holly Lane to the south which will result in minimal impact within the business park. See Appendix B of the Traffic Impact Analysis. At the busiest times of operation, Urban Air generally has no more than 15 employees occupying the park_ Employee break areas will be located inside to avoid any unnecessary loitering near the back of the business. Deliveries to the park are typically weekly and carried out with box trucks. With respect to the exterior facade, other than installation of a new sign, we do not anticipate any other modifications or changes to the building, lighting, landscaping, pedestrian walkways, drainage system, or trash and recycling. Urban Air desires to bring a very high-quality business to the space that will be a benefit to the community. We look forward to working with the Planning Division on this request. Sbould you have any questions, please give us a call. Sincerely, Wesley Herold (612) 812-4172 wes I ey he ro 1d gh otma i l . corn Mike Korf (651) 262-8596 m ikg, tpeakee?3'.com Page 11 Page 12 I Of L DL What Is Urban Air Adventure Parks? SAFE. FUN. AFFORDABLE. ACTIVE FAMILY ENTERTAINMENT Urban Air Adventure Park is the industry leading family entertainment destination providing safe, fun clean, affordable activities for customers of all ages. ACTIVITIES INCLUDE • Free -Style Fun • Fitness Classes • Corporate Events • Pre-school & Toddler Classes • Middle School & Teen Night • School Fundraisers • Field Trips & Lock -ins • Birthday Parties & Special Events 45 . cl NW -.m SIOETS Urban Air is the leading innovator and constantly inventing new entertainment activities, programs and activities to draw in new customers. Page 13 Award -Winning Experiences Urban Air Adventure Park provides the best customer service and experience in the industry. SHAPE Magazine Voted Urban Air : Coolest Gym In America. Additional Awards ton Over The Years: w� TOPS ., Kll� PARTIES TARRANT E 2 1 b = 771R, M? p Rl Mchoice STAR COMMUMIT YNEWSPAPERS READERS' U 11 9 Mr, • # Best Place for a Children's Party Best Locations N 0FW ISI utco fDr Birthday Parties Page 14 ),oA lt- 'XI THE WHY BEHIND URBAN AIR WC -T. CiEX4L%. No matter ones Race, Religion, or origin EVERY Parent wants to create lasting memories with their children. No matter ones face, Religion, or origin EMERY Child wants an amazing birthday party and to feel special. A birthday Party is a one-time event where the world stops for a 120 minutes to celebrate the love for someone. Through OUR Birthday Parties WE make a person feel special, important and loved. Page 15 ECJgOAtJ 4 " A dmm fl �=DMPL 000 cq. cl'0'• AM"r;re PaN¢� The Adventure Hub° Tubes — Ropes Course — Sky Rider Coaster' a 1� • . :f v 4. 14► * Pafentpending Page 17 .6 'AM Climbing Wall Center cisr . Icier A16a ■ .,j Page 18 Nina Warrior Obstacle Course VVV { - ► ti A ' t Pik JL low K t � I - - ,#�� AJ �1• .1 t 1 - 1 �c Page 19 58,217 SF Freestanding Building Available April 1, 2018 Property Highlights Convenient location near Plymouth City Centers and retail development Quick access to Highway 55 and 1-494 Master -planned Business Park consisting of seven 24' clear buildings totaling more than 700,000 square feet and one 83,000 sf showroom building Brent Masica Executive Director +1 952 892 8231 brent+masica@cushwakenm.com Jason Meyer Executive Director +1 952 820 8735 jason. meyerCa cu shwa kenm,com 3500 American Blvd W Suite 200 Minneapolis, MN 55431 Main +l 952 8311000 cushmanwakefield.com D2017 Cushman & Wakefield NO WARRANTY OR RE P R E 5E NTATIO N. EXPRE S5 OR IMPLIED, IS MADE TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION CONTAINED HEREIN, AND SAME IS 5UBMITTED SUBJECT TO ERRORS, ONISSION5, CHANGE OF PRICE, RENTAL OR OTHER CONDITIONS, WITHDRAWAL WITHOUT NOTICE, A.ND TO ANY SPECIAL LISTING CONDITIONS IMPOSED BY THE PROPERTY OWNER(S). AS APPLICABLE, WE MAKE NO REPRESENTATION AS TO THE CONDITION OF THE PROr" • — • TIES] 1N QUE5TION. Page 20 Floor Plan GO-KARTS - k Fcve spaces 32.0 DO LASER TAG LE WAL6NU C WALL 77] CAFE AND RESTROOMS SPINZONE PARTY TABL9 VR] GAME CHECK IN Each column r SOCt3on is 640D SOFT F ILR 32.000 x S6.5+4,1 8) = $25,813 UA PL MffT�� Page 21 CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR WESLEY HEROLD AND MIKE KORF FOR PROPERTY LOCATED AT 3580 HOLLY LANE (2018009) WHEREAS, Wesley Herold and Mike Korf have requested approval of a conditional use permit for an indoor commercial recreation use for property legally described as Lot 2, Block 2, Plymouth Ponds Business Park, Hennepin County, Minnesota; and WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and does approve the request by Wesley Herold and Mike Korf for a conditional use permit to allow an indoor commercial recreation use in the existing industrial building located at 3580 Holly Lane, subject to the following conditions: 1. A conditional use permit is approved to allow a 68,217 square foot indoor commercial recreation use, in accordance with the application and plans received by the City on January 31, 2018 and February 15, 2018, together with additional documentation received by the City on February 21, 2018, except as may be amended by this resolution. 2. The conditional use permit is approved with the finding that all applicable conditional use permit standards are met. 3. Prior to commencement of any improvements, the applicant shall obtain any required building permits. 4. If the City determines that there is a parking shortage on the site at any point in the future, the business owner shall stripe up to 44 additional parking spaces (as determined by the City) in the west portion of the site, in compliance with all dimensional standards. 5. The business operator shall post small directional signage within the Plymouth Ponds development, and shall post information inside the building entrance, informing drivers wishing to head northbound on County Road 24 to take Holly Lane southbound to Medina Road eastbound. If the City determines that a significant traffic issue results from drivers exiting the site directly onto County Road 24 and performing a U-turn to ultimately head north, the City may close the 'right -out' only driveway onto County Road 24. 6. The permit is subject to all applicable building and fire codes, and to all city regulations and ordinances. Any violation thereof shall be grounds for revocation. Page 22 Resolution 2018 - File 2018009 Page 2 7. Standard conditions: a. Any signage shall require issuance of separate sign permits and comply with the City sign regulations. b. All waste and waste containers shall be stored within approved designated areas. c. All parking shall be off-street in designated parking spaces. d. Subsequent phases or expansions are subject to required reviews and approvals per ordinance provisions. e. This approval shall expire one year after the date of approval, unless the property owner or applicant has started the project, or unless the landowner or applicant has received prior approval from the city to extend the expiration date for up to one additional year, as regulated under section 21015.07 of the zoning ordinance. APPROVED by the City Council on this 10th day of April, 2018. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS. The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on April 10, 2018, with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this day of City Clerk Page 23 rp)City of Plymouth Agenda 6005 Number: Adding Quality to Life To: Dave Callister, City Manager REGULAR COUNCIL MEETING Prepared by: Tom Nelson, Fleet and Facilities Manager Reviewed by: Michael Thompson, Director of Public Works April 10, 2018 Item: Approve Purchase of Replacement Chassis and Truck Mounted Sewer Jet 1. ACTION REQUESTED: Adopt attached resolution approving the purchase of one new current model single axle chassis with a new sewer cleaning jet and related equipment. 2. BACKGROUND: This purchase is to replace our existing 10 year old sewer jet. The sewer jet performs a critical part of maintaining approximately 9,000 manholes, 160 miles of storm water lines and 290 miles of sanitary sewer lines. 3. BUDGET IMPACT: The approved 2018-2022 Central Equipment Fund and the Capital Improvement Program (CIP) identifies $200,800.00 for the replacement of #364 from the Central Equipment Fund (18 -CE - 364). Boyer Truck has the state contract (#124638) for the chassis replacement with a quote of $69,092.00. There will be an additional $4,750.75 for sales tax at registration time. Flexible Pipe Tool Company has the state contract (#W196(5)) for the sewer cleaning equipment apparatus with a quote of $158,549.00. They also included a trade-in price of $25,000.00 to be deducted off the quote price, if we select that option. The alternative would be sending it to auction. Staff researched both options and determined this to be a fair price for trade, so will exercise this option, leaving the final amount at $133,549.00 due to Flexible Pipe. 4. ATTACHMENTS: Resolution Page 1 CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION APPROVING THE PURCHASE OF A NEW SEWER JET (18 -CE -364) WHEREAS, the approved 2018-2022 Capital Improvement Program (CIP) and Central Equipment budget include funds for a replacement Sewer Cleaning Jet #364; and WHEREAS, the City of Plymouth may make purchases off the State of Minnesota contracts; and WHEREAS, Boyer Truck has a contract with the state (#124638) for a chassis that meets the City's specifications; and WHEREAS, Flexible Pipe Tool Company has a contract with the State # W196(5) for the necessary Sewer Cleaning Jet and apparatus that meets the City's specifications. NOW, THEREFORE BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that the purchase of one current model Single Axle Truck Chassis from Boyer Trucks and the related Sewer Cleaning Jet and equipment from Flexible Pipe Tool Company is approved. BE IT FURTHER RESOLVED that the amount due to Boyer Truck for the chassis is $69,092.00. Sales tax due to the State at time of registration for the chassis is $4,750.75. Cost to Flexible Pipe Tool Company after trade of old unit #364 is $133,549.00 for the necessary equipment. No sales tax is due to Flexible Pipe Tool Company. BE IT FURTHER RESOLVED, funding shall be from the Central Equipment Budget (600-70-760- 76001-8100.500) for a total cost with tax of $207,391.75. APPROVED by the City Council on this 10th day of April, 2018. Page 2 rp City of Plymouth Adding Quo[ity to Life REGULAR COUNCIL MEETING April 10, 2018 Agenda 6.06 Number: To: Dave Callister, City Manager Prepared by: Trevor Quast, Senior Engineering Technician Reviewed by: Michael Thompson, Director of Public Works Accept Utilities for Continual Maintenance in Ferndale Terrace Item: (2014011) 1. ACTION REQUESTED: Adopt attached resolutions accepting utilities in Ferndale Terrace (2014011). 2. BACKGROUND: Staff has received a request to accept the utilities in Ferndale Terrace, which reflects completed work in the development. The City has made inspections of the work and has determined that it is acceptable. The funds the City will retain are for the required two-year warranty period for the utilities. 3. BUDGET IMPACT: Not applicable. 4. ATTACHMENTS: Location Map Resolution Page 1 LOCATION MAP FERNDALE TERRACE Page 2 i k r `k J� a' i 21 { n C peri tY z ra I el4c- - N Lr u ro t ]' fi {� ryi1�8 � w 14 t1�..Qv ¢ N e ri n i3 Ferndale Terrace 2 -.--�12th-Ave,N x J Q 4�ti p D y a n V `w rp 7 ? Page 2 CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION ACCEPTING UTILITIES FOR CONTINUAL MAINTENANCE FOR FERNDALE TERRACE (201401 1 ) WHEREAS, in accordance with the development contract dated July 10, 2014, Ferndale Terrace, LLC, developer of Ferndale Terrace (2014011), has agreed to install certain improvements for said development; and WHEREAS, the developer has completed a portion of the street, utility and site grading as noted below; and WHEREAS, the developer has requested a reduction of the required financial guarantee to reflect the completed work. NOW, THEREFORE, BE IT HEREBY RESOLVED BYTHE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA that the financial guarantee requirements are reduced as follows below and that the required guarantee and Letter of Credit No. 1062 be reduced from $83,569 to $34,733: % of Original Current New Original Item Amount Amount Amount Amount Private Street Construction 51,000 12,750 0 0% Sanitary Sewer System 23,000 9,200 3,910 17% Watermain (private) 13,000 5,200 0 0% Storm Sewer System (private) 22,000 8,800 0 0% Pond Construction 10,000 4,000 0 0% Traffic Control Signs 2,000 1,200 0 0% Landscaping 12,000 12,000 12,000 100% Boulevard and Drainage Swale Sod 5,000 2,000 2,000 40% Erosion Control 5,000 2,000 2,000 40% Site Grading & Drainage Improvements 49,000 19,600 12,250 25% Setting Iron Monuments 2,600 0 0 0% Tree Preservation & Reforestation 18,500 0 0 0% Subtotal $213,100 $76,750 $32,160 15% Design, Admin, Insp., As-Builts (8%) $17,048 $6,819 $2,573 8% Total $230,148 $83,569 $34,733 15% BE IT FURTHER RESOLVED that the utilities are accepted for continuous maintenance as of April 10, 2018, subject to the two-year guarantee by the Developer per Letter of Credit No. 1062. APPROVED by the City Council on this 10th day of April, 2018. Page 3 rp)City of Plymouth Adding Quality to Life REGULAR COUNCIL MEETING April 10, 2018 Agenda 6.07 Number: To: Dave Callister, City Manager Prepared by: Sara Shonrock, Community Development Coordinator Reviewed by• James Barnes, HRA Manager and Steve Juetten, Community Development Director Adopt Resolution Supporting the Application for the Hennepin Item• County Emergency Response Fund by Trust Builders and Developers, LLC for Property located on 43rd Avenue off of Fernbrook Lane 1. ACTION REQUESTED: Adopt attached resolution supporting the submission of an Emergency Response Fund (ERF) grant application to Hennepin County by Trust Builders and Developers, LLC. for property located on 43rd Avenue off of Fernbrook Lane (PID #15-118-22-22-0080). 2. BACKGROUND: The City has received a request from Trust Builders and Developers, LLC to support their application to Hennepin County for an Environmental Response Fund grant that will provide for cleanup of soil and soil vapor contamination required by the Minnesota Pollution Control Agency (MPCA) Response Action Plan (RAP). This property has been identified as a "known" dump site and it is believed that it may contain a variety of items including dump materials, construction debris, metals, asbestos, and volatile and semi -volatile organic compounds. The City has a long history with this site. In the 1950's and 1960's the site was used as a landfill dump. The site was later used to store salvaged autos and construction debris. There have been a few court orders requiring moderate cleanup throughout the years, however it has mainly remained as -is over the years. A Phase I and Phase II assessment were done and have identified contaminants in the soil above MPCA screening criteria. Contamination has been identified at various depths, both shallow and deep and extends outside of the property boundaries. In June 2017 the Council approved an amendment to the Sandpiper Ponds site plan to allow for the construction of a four -unit townhome on the parcel. Sandpiper Ponds was initially developed in 1998 and has 48 units within 10 buildings. 3. BUDGET IMPACT: There will be no financial impact to the City. Funding is provided by Hennepin County. 4. ATTACHMENTS: Location map Resolution Page 1 ........... . . . . . . . . . . . . . . . . . . . . I . . . . . . . ................. ....... . . . . . . . . . . . . . . . ...... .... ........ . ... ................................ ... ... ....... ... ................................ ... ........ .......... ............... ................ :— . ...... . ........ LA -2* *:::: ...... ....... .. .. ... ........ ::: . ..... ................ .... ..... ............... ...... .................. ..... ........ . . . ........... .... .. LA -1- ...... O O ... ....... ................ ......... ...... .... .. .... ........ ..... ...... .. .. ........ :: ........ ..... ....... ...... ..... .......... .................... ........ .......... .... .... LL .................... ...... ............ ......... .... . ..... .... .. .. .. ....... ........ LA -1:: ... .... ....... 77-7' .............. ..... .......... .... ......... Lk 2::'.:: .... ...... ..... ..... ..... ....... ............ 0 ..... .. Trust Builders & Developers, LLC 14180 - 14192 43RD Avenue North Request for a site plan rl. 250 Cty of Plymouth, Minnesota 125 0 250 Legend MC, Comercial CC, City Center CO, Commercial Office IP, Planned Industrial LA -1, Living Area 1 LA -2, Living Area 2 LA -3, Living Area 3 LA -4, Living Area 4 LA -R1 500 LA -R2 Feet LA -R3 LA -RT P-1, Public/SemiNPns Zutional ■Id t AV - ' � i � ref • � =' - 43RD q VE j 2017054 - Aerial Photograph 125 62.5 0 125 250 Feet rcity of Page 3 Plymouth, Minnesota - I 2017054 - Aerial Photograph 125 62.5 0 125 250 Feet rcity of Page 3 Plymouth, Minnesota CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION SUPPORTING THE SUBMISSION TO HENNEPIN COUNTY'S ENVIRONMENTAL RESPONSE FUND GRANT ON BEHALF OF TRUST BUILDERS AND DEVELOPERS, LLC WHEREAS, the City of Plymouth has received a request from Trust Builders and Developers, LLC to support the submittal of an Environmental Response Fund grant application to Hennepin County; and WHEREAS, Hennepin County administers the Environmental Response Fund Grant; and WHEREAS, Hennepin County requires a resolution from the community where the grant activities will occur supporting the application; and WHEREAS, the City shall receive copies of all cleanup reports completed in conjunction with the grant activities. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA that it supports the Environmental Response Fund application to be submitted to Hennepin County by Trust Builders and Developers, LLC for a cleanup grant for the site (PID) #15-118-22-22-0002. APPROVED by the City Council on this 10th day of April, 2018. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS. The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on April 10, 2018 with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this day of City Clerk Page 4 rp City of Plymouth Adding Quality to Life To: REGULAR COUNCIL MEETING Prepared by: April 10, 2018 Reviewed by: Item: Agenda 6m08 Number: Dave Callister, City Manager Tom Nelson, Fleet and Facilities Manager Michael Thompson, Public Works Director Adopt Resolution Amending Funding Sources for Equipment Purchases 1. ACTION REQUESTED: Adopt attached resolution amending funding sources for recent equipment purchases. 2. BACKGROUND: The Council recently approved purchases of equipment below for Public Works Maintenance and/or Park and Forestry Departments. The funding sources noted in the staff reports and resolutions were incorrect. Listed below is the equipment noting the approved and amended funding sources. Staff has attached the original staff reports and resolutions to this staff report for reference. Tandem dump truck with snow/ice control related equipment Resolution No. 2018 -006 -January 9, 2018 Total purchase price: $237,705.03 Approved funding sources: Central Equipment — 600-70-760-76001-8100.500 - $170,000.00 Street Maintenance —100-70-710-71000-8100.500 - $67,705.03 Amended funding sources: Water Admin — 500-70-750-75000-8100.500 - $60,000.00 Sewer Admin — 520-70-752-75200-8100.500 - $50,000.00 Water Resources Admin — 510-70-751-75100.8100.500 - $60,000.00 Street Maintenance —100-70-710-71000-8100.500 - $67,705.03 Quad axle dump truck chassis with hauling and towing equipment Resolution No. 2018 -078 -February 27, 2018 Total purchase price: $183,403.48 Approved funding sources: Central Equipment — 600-70-760-76001-8100.500 - $183,403.48 Amended funding sources: Water Admin — 500-70-750-75000-8100.500 - $61,000.00 Sewer Admin — 520-70-752-75200-8100.500 - $50,000.00 Water Resources Admin — 510-70-751-75100.8100.500 - $61,000.00 Central Equipment — 600-70-760-76001-8100.500 - $11,403.48 Page 1 • Additional tractor with attachments Resolution No. 2018 -122 -March 27, 2018 Total purchase price: $121,702.32 Approved funding source: Central Equipment — 600-70-760-76001-8100.500 - $121,702.32 Amended funding source: Parks and Forestry —100-40-411-4100-8100.500 - $121,702.32 3. BUDGET IMPACT: The 2018-2022 CIP identifies these purchases. Therefore, there will not negative impacts to the budgets. 4. ATTACHMENTS: Staff Reports approving funding Resolution Page 2 rp)City of Plymouth Adding Quality to Life REGULAR COUNCIL MEETING January 9, 2018 Agenda 609 Number: To: Dave Callister, City Manager Prepared by: Tom Nelson, Fleet and Facilities Manager Reviewed by: Michael Thompson, Director of Public Works Item: Approve Purchase of a New Tandem Axle Dump Truck With Snow/Ice Control Related Equipment 1. ACTION REQUESTED: Adopt attached resolution approving purchase of a new model tandem axle dump truck with snow/ice control related equipment. 2. BACKGROUND: The Council approved funding in the 2017 Central Equipment budget and the 2017-2021 Capital Improvement Program (CIP) to purchase an additional haul truck (CE -17-200X) without snow plowing or salting equipment. Since that time, the City's operation has changed with internal staff taking responsibilities for all main route plowing (no longer contracted which it had been historically). There is a need for more flexible equipment usage thus it is proposed to be used for plowing/de-icing during the winter season in addition to the originally identified use for hauling in the utilities division. Staff recommends this purchase including plowing and salting components. Please refer to the attached memo for additional detail. This truck will be used to perform the following work: • Transport materials for stock piles or specific projects • Haul spoil materials from excavations and water main breaks • Haul debris from street sweeping • Haul leaves, wood chips, and tree branches from storm clean-up • Snow plowing and ice control operations • General construction throughout the city • Haul equipment to jobsites 3. BUDGET IMPACT: The 2017-2021 CIP identifies this purchase and there will be no negative impact to the budget. Nuss Truck Group, dba Twin City Mack, has been awarded a state contract for the truck chassis (Contract #77950) for the tandem axle chassis at $117,262.00. Sales tax, due to the state at the time of registration, is $7,622.03.78 for a total tandem axle chassis cost of $124,884.03 Page 3 The build-up of the truck such as the box, hydraulics, front snow plow, wing plow, underbody plow, sander, flashing safety lights, and pre -wet system will be purchased through Tow Master Inc. also on the state contract (Contract No. 100790) at a cost of $112,821.00. There would be no sales tax due to Tow Master Inc. Therefore the total cost for Unit #387, would be $237,705.03. As the attached memo states, this figure will be shared between the originally identified amount of $170,000.00 with the remaining amount of $67,705.03 coming from the street operations budget as a result of the upgraded snow plowing/de-icing capabilities. Staff has coordinated with the finance department, and if approved, would transfer $67,705.03 into the fleet replacement fund from the 2017 street budget to cover the additional cost. No additional allocation is needed since this would come from an unused allocation in the previously approved 2017 street budget. 4. ATTACHMENTS: Memorandum Resolution Page 4 MEMO CITY OF PLYMOUTH 3400 PLYMOUTH BOULEVARD, PLYMOUTH, MN 55447 DATE: 12/13/17 TO: Torrey Keith, Michael Thompson, Jodi Bursheim, Dave Callister FROM: Tom Nelson SUBJECT: Request for Additional Snow Plow Equipped Truck As many of you are aware, we've been a part of many changes in the past year in personnel, contractors, building remodel and equipment needs. Specifically, our equipment needs have some sense of urgency since our long time snow plow contractor decided to discontinue this service. The Street Department believes they will be able to manage the designated truck routes with our employees, but feel it's necessary to increase the number of usable trucks we have with additional units equipped with salters, wings, underbody scrapers and front plows. Currently there's budgeted monies in 2017 for a haul truck (CE -17-200X) for $170,000.00. After discussing this with Michael, the Supervisors and Managers at Public Works, my recommendation would be to earmark these approved dollars for the purchase of an additional truck equipped with the necessary pieces to plow snow and salt our streets adequately. The Street department has agreed to contribute the additional dollars needed from their operations budget (100-70-710-71000-7500.108 Snow Plow Services) which would be approximately $75,000.00. If ordered today this fully completed plow truck would not be received possibly until fall of 2018, allowing us to have another unit available for the 2018-19 plowing season. I recognize after visiting with Jodi, we'll need to note these offsetting changes in both the 2017 budget numbers as well as 2018. If there's anything else you need from me, please contact me. I would like to proceed with ordering this unit as soon as possible. There is also another approved additional haul truck budgeted in 2018 (CE -18-200X) for 172,000.00. In the early part of 2018 we will be evaluating the specific needs as well as the specifications for this second unit. Page 3 CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION APPROVING PURCHASE OF TANDEM DUMP TRUCK WITH SNOW/ICE CONTROL RELATED EQUIPMENT WHEREAS, the 2017 Capital Improvement Program (CIP) and Central Equipment budget includes the purchase of one new tandem axle dump truck for hauling purposes; and WHEREAS, there is a need for more flexible equipment usage for plowing/de-icing during the winter season; and WHEREAS, the Street Department would utilize available 2017 operations funds to transfer into the fleet fund to cover additional costs related snow plowing and salting equipment for snow and ice control; and WHEREAS, the City may make purchases off State contracts; and WHEREAS, Nuss Truck Group, dba Twin City Mack, has a contract with the State for this truck chassis meeting the City's specifications, Contract No. 77950; and WHEREAS, Tow Master Inc. has a contract with the State for snow plow truck components and accessories meeting the City's specifications, Contract No. 100790. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that the purchase of one current model Tandem Axle Truck Chassis from Nuss Truck Group, dba Twin City Mack, and the related equipment to complete the truck with hauling and snow plowing/ice control equipment from Towmaster Inc. is approved. BE IT FURTHER RESOLVED that the amount due to Nuss is $117,262.00. Sales tax due to the State at registration for the chassis is $7,622.03, and due to Towmaster Inc. is $112,821.00 for related equipment (no sales tax is due to Tow Master Inc.) for a total expenditure of $237,705.03 for Unit #387. BE IT FURTHER RESOLVED that the funding will be from: Central Equipment 600-70-760-76001-8100.500 $170,000.00 Street Maintenance 100-70-710-71000-8100.500 $ 67,705.03 APPROVED by the City Council on this 9th day of January, 2018. Page 6 rp)t;tiy of Plymouth Adding Quality to Life REGULAR COUNCIL MEETING Agenda 6 m 1 O Number: To: Dave Callister, City Manager Prepared by: Tom Nelson, Fleet and Facilities Manager February 27, 2018 Reviewed by: Item: 1. ACTION REQUESTED: Michael Thompson, Director of Public Works Approve Purchase of Quad Axle Dump Truck Equipped with Hauling and Towing Equipment Adopt attached resolution approving the purchase of a new quad axle dump truck with hauling and towing equipment. 2. BACKGROUND: The Council approved funding in the 2018 Central Equipment and the Capital Improvement Program (CIP) to purchase an additional tandem truck for hauling purposes. The need of all divisions in Public Works to have a larger truck, specifically a quad axle, have become more apparent over the last few years. This truck would be available at all times for hauling, since it will not be equipped with snow plowing equipment. Utilities, Streets and Parks will have access when needed for water main breaks, hauling salt, and transporting material to and from work locations. Staff has also been made aware that the current dump site is full, making the need to haul a greater distance in the future. Tandem axle trucks, as well as quads are used to perform but not limited to the following work: • Asphalt work • Water main breaks • All granular and rock materials for stock piles or specific projects • Spoil materials from excavations and drainage way cleaning • Transporting millings and related materials • Debris from street sweeping and general construction • Leaves and wood chips 3. BUDGET IMPACT: The budget and CIP identified $172,000.00 for this purchase. The City is able to purchase the chassis off the state contract. Boyer Trucks has been awarded a state contract for the truck chassis, #124639, T(647)5. The cost for the chassis is $130,061.74. Sales tax due to the state at the time of registration is $8,941.74 for a total chassis cost of $139,003.48. The City is also able to purchase the buildup and installation of the 19 foot box with all the necessary hydraulics and safety lights off the state contract. Truck Utilities was awarded a state contract for Page I this, #135847, T(765) at a total cost of $44,400.00. Therefore, the total cost for this haul truck would be $183,403.48. The central equipment fund can adequately cover this expenditure. 4. ATTACHMENTS: Resolution Page 9 CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION APPROVING PURCHASE OF ONE NEW QUAD AXLE DUMP TRUCK CHASSIS WITH HAULING AND TOWING EQUIPMENT WHEREAS, the 2018 Capital Improvement Program (CIP) and Central Equipment budget includes the purchase of a new tandem axle dump truck with related equipment; and WHEREAS, the City may make purchases off State contracts; and WHEREAS, Boyer Trucks, has a contract with the State for this truck chassis meeting the City's specifications, Contract No. 124639 T(647)5; and WHEREAS, Truck Utilities Inc. has a contract with the State for truck body components and accessories meeting the City's specifications, Contract No. 135847 T (765)5. NOW, THEREFORE, BE IT HEREBY RESOLVED BYTHE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA that the purchase of a current model Quad Axle Truck Chassis from Boyer Truck, and the related equipment to build up the truck for hauling purposes from Truck Utilities Inc. is approved. BE IT FURTHER RESOLVED that the amount due to Boyer Truck is $130,061.74. Sales tax due to the State at registration for the chassis is $8,941.74. Cost to Truck Utilities Inc. is $44,400.00 for truck body and necessary fitting. (No sales tax is due to Truck Utilities Inc.). Total expenditure of $183,403.48 to purchase this completed truck. BE IT FURTHER RESOLVED, the funding will be from: Central Equipment 600-70-760-76001-8100.500 $183,403.48 APPROVED by the City Council on this 27th day of February, 2018. Page 9 rp)City of Plymouth - Front Hitch Agenda 6005 Number: - Snow Blower $12,483.00 - V -Plow Adding Quality to Life To: Dave Callister, City Manager REGULAR $121,702.32 COUNCIL MEETING Prepared by: Tom Nelson, Fleet and Facilities Manager Reviewed by: Michael Thompson, Director of Public Works March 27, 2018 Item: Approve Purchase of Tractor with Attachments (CE-20-500X) 1. ACTION REQUESTED: Adopt attached resolution approving the purchase of one new current model Kubota Tractor with attachments as identified in the approved 2018-2022 CIP. 2. BACKGROUND: Central Equipment on behalf of Parks and Forestry is requesting to purchase a 110 HP Tractor with the necessary attachments. This tractor will help in accomplishing successful park maintenance operations during the winter and summer months. It will also provide dependable service clearing snow and vegetation from many miles of sidewalks and trails for the next 10 years which is the expected useful life of this machine. This machine will be fitted with a loader in the summer to assist with field renovations and upkeep, as well as a flail mower to assist with open space and trailside mowing. In the winter it will allow for the installation of an adjustable V -plow or a snow blower to clear the many parking lots and trails throughout the city. This multi-purpose tractor will allow for efficient service delivery throughout the city as additional trail mileage is put into place. It was determined after cost comparisons and field demonstrations that the Kubota M511 Tractor and specific listed attachments below would best meet the city's needs and specifications. These attachments will be provided by Lano Equipment. 3. BUDGET IMPACT: The 2018 Central Equipment Fund and CIP includes the purchase of a tractor and attachments for $140,000.00 (CE -20-500X). Lano Equipment has been awarded the state contract price for this machine (Contract #T-628(5)). The additional requested attachments are under the State contract #T-632. - Tractor and Loader $74,061.84 - Front Hitch $14,500.48 - Snow Blower $12,483.00 - V -Plow $11,227.50 - Flail Mower $ 9,429.50 - Total $121,702.32 4. ATTACHMENTS: Resolution PE1ggLI o CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION APPROVING PURCHASE OF AN ADDITIONAL TRACTOR WITH ATTACHMENTS WHEREAS, the approved 2018 Central Equipment Fund Budget includes funds for an additional tractor with attachments as identified in the approved 2018-2022 CIP; and WHEREAS, the City may make purchases off the State of Minnesota contracts; and WHEREAS, Lano Equipment has a contract with the State of Minnesota for a Tractor meeting the city's specifications, Contract #T628 (5); and #T632. WHEREAS, a quote was received from Lano Equipment for attachments under state contract NOW, THEREFORE BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that the purchase of one current model Tractor with attachments from Lano Equipment in the amount of $121,702.32 for the purchase of is approved. BE IT FURTHER RESOLVED, funding shall be from 2018 Central Equipment Fund Budget (600-70- 760-76001-8100.500). APPROVED by the City Council on this 27th day of March, 2018. PRggel 2 CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION AMENDING RESOLUTION NO'S. 2018-006, 2018-078, AND 2018-122 RELATING TO FUNDING SOURCES FOR EQUIPMENT PURCHASES WHEREAS, the City Council adopted Resolution Nos. 2018-006, 2018-078, and 2018-122 authorizing equipment purchases as authorized in the 2018-2022 CIP; WHEREAS, the funding sources noted in the approved resolutions were incorrect; and WHEREAS, below are the amended funding sources for these equipment purchases: • Tandem dump truck with snow/ice control related equipment Resolution No. 2018 -006 -January 9, 2018 Total purchase price: $237,705.03 Funding sources: Water Admin — 500-70-750-75000-8100.500 - $60,000.00 Sewer Admin — 520-70-752-75200-8100.500 - $50,000.00 Water Resources Admin — 510-70-751-75100.8100.500 - $60,000.00 Street Maintenance —100-70-710-71000-8100.500 - $67,705.03 • Quad axle dump truck chassis with hauling and towing equipment Resolution No. 2018 -078 -February 27, 2018 Total purchase price: $183,403.48 Funding sources: Water Admin — 500-70-750-75000-8100.500 - $61,000.00 Sewer Admin — 520-70-752-75200-8100.500 - $50,000.00 Water Resources Admin — 510-70-751-75100.8100.500 - $61,000.00 Central Equipment — 600-70-760-76001-8100.500 - $11,403.48 • Additional tractor with attachments Resolution No. 2018 -122 -March 27, 2018 Total purchase price: $121,702.32 Funding source: Parks and Forestry —100-40-411-4100-8100.500 - $121,702.32 NOW, THEREFORE, BE IT HEREBY RESOLVED BYTHE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA that Resolution Nos. 2018-006, 2018-078, and 2018-122 are amended per the funding sources as noted above. APPROVED by the City Council on this 10th day of April, 2018. Page 12 rp)City of Agenda O 7 Plymouth Number: ■ Adding Qua[i[y to Life To: Dave Callister, City Manager REGULAR COUNCIL MEETING Prepared by: Shawn Drill, Senior Planner April 10, 2018 Reviewed b Barbara Thomson, Planning Manager and Steve Juetten, y' Community Development Director Review Deadline: Consider Rezoning and Preliminary Plat for "The Woods April 26, 2018 at Taylor Creek" for property located at 5364 and 5370 Item: Vicksburg Lane and Outlot B of Hampton Hills South Plateau (David Hackenmueller and Tim Hidani — 2017 110) (Tabled from March 13, 2018) 1. ACTION REQUESTED: Adopt attached ordinance and resolutions approving a rezoning from FRD to RSF-3, and a preliminary plat for 24 single-family lots, as recommended by the Planning Commission. Approval of all documents requires a 4/7 vote of the Council with the exception of the resolution approving summary publication of ordinance which requires a 6/7 vote. 2. BACKGROUND: This item was continued by the Council on February 27 and March 13, 2018. Overvipw The landowners are requesting approval of a rezoning to RSF-3 and preliminary plat for 24 single- family lots. The average lot width would be 75 feet, with the narrowest lot being 65 feet wide. The average lot size would be 26,489 square feet, with the smallest lot containing 13,027 square feet. (For reference, the minimum lot size for RSF-3 zoning is 7,000 square feet and the minimum lot size for RSF-2 zoning is 12,500 square feet.) Cul-de-sac Length Under the plan, the existing Ranchview Lane stub street would be extended southeasterly into the site. That segment of Ranchview Lane is presently 720 feet long, and includes a temporary cul-de-sac turn -around at its terminus. Under the plan, the length of that street would be extended to 1,640 feet, and would include a permanent cul-de-sac turn -around at its terminus that is larger than the standard radius of 41 feet (82 feet of pavement curb -to -curb), in order to accommodate the turning movement for large school buses. Cul-de-sacs may exceed 750 feet in length provided the water main is looped, and secondary access is provided unless waived by the City Council. The proposed plans indicate looping of the water main. (Any extension of the street length for Ranchview Lane would require the water main to be looped.) The applicants are seeking a waiver on providing secondary access. Page 1 Regardless of the access connections to the north in Plymouth Preserve and Taylor Creek, development of the subject parcels would require a long cul-de-sac due to geographical constraints including Bass Creek to the north and east, large wetlands to the north, and the railroad tracks to the south. Consequently, the only way to access this area with a public street is from the west as shown on the proposed plat layout. Staff asked the applicants about shortening the length of the cul-de-sac and not including Outlot B of Hampton Hills South Plateau in the subdivision. They responded that would result in fewer lots to spread the fixed development costs (e.g., water main looping, storm sewer improvements, and extension of the sanitary sewer line to serve Outlot B), and would require relocation of the water quality pond, which in turn would result in more grading and more tree loss (see attached sketch). The proposed plat would preserve 50 percent of the caliper inches of trees on the site. Additional tree loss would result of tree removal exceeding 50 percent. City Ordinances The proposed plat would include three parcels of land located at 5364 and 5370 Vicksburg Lane, and Outlot B of Hampton Hills South Plateau. The applicants are proposing to incorporate the abutting Outlot B area into the plat. City ordinances require that streets and utilities be extended to that area: • Section 524.05, Subd. 1, A. 1 states in part that "where adjoining lands are not subdivided, the arrangement of streets shall make provision for the proper projection of streets into adjoining lands by carrying the streets to the boundaries of the plat" (ordinance attached). • Section 524.11, Subd. 1, C. states in part that "the subdivider shall extend sewer and water lines to the lot lines of abutting sites" (ordinance attached.) Storm Water Analysis Drainage from off-site areas including Plymouth Preserve, Seven Greens, and Silverthorne flows to this this site. The applicants are proposing to install two segments of storm sewer pipe to carry that water through the site to existing wetlands to the north. Runoff generated from within the site would be treated in a proposed water -quality pond located in the east portion of the site. From there, the drainage would flow to an existing wetland located north of the pond. The proposed drainage system would not contribute to the planned inundation of the restored wetland located to the northwest. The lowest floor elevation for the homes within this development would be six feet or more above the 100 -year high water level, which exceeds the City's requirement for a two -foot minimum clearance above the 100 -year high water level. A full copy of the storm water analysis is attached. Page 2 Options The City Council could: 1) approve the plat as proposed; or 2) approve the plat with an added condition that the applicants construct a 20 -foot wide fire lane paved to 7 -ton capacity in the location of the existing shared private driveway next to the railroad tracks; and/or 3) approve the plat with an added condition requiring the applicants to construct the homes with automatic fire suppression (sprinkler) systems. If the City Council requires construction of a fire lane along the railroad tracks, note that the Parks Department is not requesting a City trail along the railroad tracks. Although people may use that fire lane as a trail, unless otherwise directed by the City Council, the City would not give any park dedication credit for the land, nor would it provide any reimbursement for asphalt installation or maintenance (i.e., snow removal, repair, reconstruction). 3. BUDGET IMPACT: Not applicable. 4. ATTACHMENTS: City Council Minutes and Report Sketch Showing Shortened Cul-de-sac Plymouth City Code Section 524.05, Subd. 1, A. 1 Plymouth City Code Section 524.11, Subd. 1, C. Storm Water Memo (E-mail from Derek Asche) Planning Commission Minutes and Report Ordinance Resolutions Page 3 Community Development Director Juetten reported on the proposed vacation. Mayor Slavik opened the public hearing. Mayor Slavik closed the public hearing. With all members voting in favor, the motion carried. (8.02) Rezoning and Preliminary Plat for "Plym h Reserve" for Property located at 5330 Vicksburg Lane (Serenity on the Green, 2017105) Senior Planner Drill reporte/en eight -ac ite is located east of Vicksburg Lane and north of the Canadian Pacific rail linincludes rezoning from FRD to RSF-3 and a preliminary plat for 13 singl. This would result in a density of 2.1 dwelling units per acre, which complies wiehensive Plan, and the preliminary plat complies with all zoning regulations. Therent running through the site that provides access to two homes east of Plymouth P ,is will be maintained until another access is established. Motion was made b ouncilmember Johnson, and seconded by Councilmember Carroll, to adopt an OrdingoEAmending Cha ter 21 of the Pl outh City Code to Classify Certain Land located at 533#Klicksburg Lane 2017105 - Ord2018-04 Resolution APP -roving APP—rovingFindings of Fact for lb ,jifezoning of Land located at 5330 Vicksburg Lane 2017105 - Res2018-093 ResolukA Approving PreliminW Plat for Serenity on the Green Inc. for "Pl outh Reserve" fbrjdrvqAy located at 5330 Vicksburg Lane (2017105 — Res2018-094) and a Resolution Aroving Summary Publication of Ordinance No. 2018-03 (Res2018-095). With all members (8.03) Rezoning and Preliminary Plat for "The Woods at Taylor Creek" for Property located at 5364 and 5370 Vicksburg Lane and Outlot B of Hampton Hills South Plateau (David Hackenmueller and Tim Hidani — 2017110) Senior Planner Drill reported this 21 -acre site consists of three parcels. The request includes rezoning the westerly two parcels to RSF-3 and preliminary plat for 24 single family lots. This would result in a density of 1.9 dwelling units per acre. This complies with the Comprehensive Plan because it would result in the preservation of trees and land forms more than a development with more homes. Due to the railroad tracks, existing wetlands, and Bass Creek, they are unable to include a secondary access, and a waiver is included in the resolution. The cul-de-sac turnaround will be larger than a standard size to accommodate a turnaround for full size school busses. In response to questions from the Council, Senior Planner Drill provided the following information: Adopted Minutes Page 6 of 9 Regular Meeting of February 27, 2018 Page 4 • Outlot B is currently owned by Traditions Development, who is also the developer of Hampton Hills. The outlot has continued to be owned by the developer. There is developable land around it, and they planned to sell it to the new developer. It is not considered an open space outlot, but rather an outlot for future development. • If outlot B were excluded, it would shorten the cul-de-sac. However, because there is developable land there., they must get the street utilities to it. • They did consider running a connection from outlot B to the street, but it will not work due to the wetlands. • The water line would continue down Ranchview Lane and tie into a main to the east. It will have to cross Bass Creek and some wetlands, which is not uncommon, and will'be paid for by the developer. • If this were zoned RSF-2 instead, the lots would be 80 feet wide versus 65 feet wide. It would result in the loss of seven or eight lots. The Council expressed concern with the single access, the length of the cul-de-sac, and density of the site due to its proximity to the railroad and the topography of the site. The outlot could provide better drainage and an increased buffer for the railroad. Rick Packer, developer, commented he is willing to table this item to consult with City staff regarding RSF-2 zoning and property rights that need to further be discussed. He also noted the City would need to change their Comprehensive Plan to abide by this zoning change. The extension of the cul-de-sac to their property was at the request of staff and it makes sense. The soils are poor near the water main. However, in some areas, they will be boring it for further stabilization. All the adjacent properties to the west and south drain onto this property, and they have been burdened to store, treat and infiltrate it. Motion was made by Councilmember Davis, and seconded by Councilmember Willis, to table this item to the March 13 Regular City Council Meeting. David Hackenmueller, 5364 Vicksburg Lane, commented a lot of the site is not rolling as stated. This would not be the only development in Plymouth with only one access and they have maintained the private driveway for over 20 years. Whether there are 15 homes or 20 homes, the length of the driveway is not going to make it more dangerous one way or another. Whenever it rains, the golf course floods, which did not happen in the past. He has lost a lot of trees and soil on his property due to erosion from runoff that may not have been considered when Seven Greens was approved. He feels the City is penalizing him and the other property owner for this situation. The Council discussed the road access, and if they must allow it or if it would be considered a taking because it is developable. The properties have road access today, but it is not public access. Some Councilmembers noted they are not comfortable placing restrictions on it because it's at the "tail end" of the development. They also expressed concern with the water issues that will be assumed in the new development and stated they need to make sure they are not creating more problems. They also discussed the density of the site. Some members stated they did not see how requiring less density would benefit the site when it is already below the requirement. Adopted Minutes Page 7 of 9 Regular Meeting of February 27, 2018 Page 5 Other members stated larger lots would diminish the density and would have some bearing on safety due to the proximity to the railroad tracks. It would also provide more opportunity to address drainage issues on the site. Public Works Director Thompson stated they have implemented items to the developer's agreement, such as taking additional escrow and requiring builders to submit as-builts to make sure they are meeting the grading requirements. Public Safety Director Goldstein stated the proposed access is a concern but he realizes there aren't any other options. The ability to access homes in other single access neighborhoods in the City is much easier than what this proposal presents. The topography is difficult and if the access was blocked, they would need to come in on foot, which would be difficult in the winter. Other communities that have similar situations require that the homes be sprinkled. City Attorney Mattick commented access to a site can be a legal issue.'If they do not provide access and cause a portion to be landlocked, there could potentially be a taking issue. The property owner would have to prove they have no reasonable use or value to that land, and while access can be a driver, it does not solely determine it. He would hesitate to say there would be a taking if they do not get the proposed access because there are many ways to use that property. It may not be the use the owner desires, or the highest and best use. Community Development Director Juetten stated the outlot was created by a different developer and by the way it was created, they do not have access. City Attorney Mattick noted it factors in as a hardship, but it does not change the outcome. Access by itself is not the sole determining factor in a taking. Community Development Director Juetten also noted if they decide not to use the outlot, the pond would also have to be moved, thus reducing the length of the street by a couple hundred feet. The Council suggested the road length and density be reconsidered. They need to take into account public safety and access as well as the rights of the property owner. The outlot could become open space for the neighborhood and they need to determine if they are required to bring a road to the outlot. There being no further discussion on the motion and with all members voting in favor, the motion carried. Renovation and Expansion of the Plymouth Creek Center Recreation Manager Hemp reporte a was completed in February 2017 by Hammel, Green, and Abrahamson (HGA). Staff is rezation to enter into a community engagement process and hiring of HGA for the renovation of the Plymouth Creek Center. > Adopted Minutes Page 8 of 9 Regular Meeting of February 27, 2018 Page 6 r�City& Agenda „ Plymouth Number: Adding Qitatity to Life To: Dave Callister, City Manager REGULAR Prepared by: Shawn Drill, Senior Planner COUNCIL MEETING Reviewed by: Barbara Thomson, Planning Manager and Steve Juetten, February 27, 2018 Community Development Director Revie:v., Deadline: Approve a Rezoning and Preliminary Plat for "The Woods at April 6, 2018 Item: Taylor Creek" for property located at 5364 and 5370 Vicksburg Lane, and Outlot B of Hampton Hills South Plateau (David Hackenmueller and Tim Hidani — 2017 110) 1. ACTION REQUESTED: Adopt the attached ordinance and resolutions approving a rezoning from FRD to RSF-3, and a preliminary plat for 24 single-family lots. Approval requires a 4/7 vote of the City Council. 2. BACKGROUND: On February 21, 2018, the Planning Commission conducted the public hearing and subsequently voted unanimously to recommend approval of the application. The applicants and their representative were present at the public hearing in support of the request. In addition, three people from the public spoke on the matter. The primary concerns raised included outlots, lot width, traffic, trees, and drainage. Outlots. A commissioner asked who would own and maintain the outlots shown on the plans. The applicants' representative clarified that, under the latest development plan, there would not be a homeowner's association for this neighborhood. The applicants' representative stated that the outlots presently shown on the plans would be eliminated/absorbed into abutting lots when the final plat application is submitted. Staff has subsequently revised the resolution to: a) remove reference to a homeowner's association; and b) require elimination of outlots in conjunction with the final plat submittal. Lot Width. One speaker who resides in, and whose building company owns vacant lots in Plymouth Preserve asked if the first two lots entering the neighborhood could be wider than 65 feet to match the 80- to 90 -foot wide plus lots in Plymouth Preserve. The applicants' representative responded that, due to the location of ravines and drainage ways, making those lots wider would result in the loss of lots. At 1.9 units per acre, the proposed density is already below the LA -R2 minimum of 2 units per acre, and all lots would meet or exceed the RSF-3 standards with no variances requested. Page 7 Traffic. The same speaker that asked about lot width also stated that the terrain and curve at Terraceview Lane and 53 d Avenue (within the Taylor Creek subdivision) can be difficult to navigate when cars are parked on both sides of the street, and asked if parking could be limited to one side of the street in that area. Staff described the process for residents to request "no parking" on one side of the street, and noted that the request would then be presented to the City Council for their consideration. Trees. One speaker stated that his realtor told him the proposed development site would not be developed. The speaker raised concerns about tree loss, stating that he bought his lot (within Hampton Hills) for the view. Staff responded that the City's comprehensive plan allows the site to be developed, and that the proposal would preserve 50.5 percent of the existing tree inches in compliance with the City's tree regulations. Drainage. One speaker asked about drainage. The applicants' representative described how the drainage and ponding system would work. The applicants' representative also stated that no wetland fill is proposed, and that the required natural wetland buffer strips and related setbacks would be provided for protection of the existing wetlands. A copy of the Planning Commission meeting minutes and report is attached. Notice of the Planning Commission's public hearing was published in the City's official newspaper and mailed to all property owners within 750 feet of the site. Development signage remains on the site. 3. BUDGET IMPACT: Not applicable. 4. ATTACHMENTS: Planning Commission Meeting Minutes Planning Commission Report with Attachments Ordinance Resolutions 2 Page 8 oil I/o LOCATION MAP Z� �j�'• o \ \ /, cr Ei ETLAND s \ SHEET INDEX TABLE o 8gioi. St. Fl.— Y\ �o a \ \ _ h N 3 St. SV,i t - 1 , 2-3 n,al SVWRan III 4 •6 Flr,a1 SeNte &Wafer Mdn Plan ]-9 RrNSbrm Sewer Plan Fl" Gr &r g Plan 12 Rnalrroslon Cw"Ran 1 t rd24 sP—ly ata Z.N.910 RSF3 �� ❑o. R v % �� MinWEID-6srt l i_ � nun nraa-�.600 sr 8ftg ` ' '=.x`1,1 — .- _` - _.:_ - `�1" t ❑ _ I 1 \\ / �a�l+Ol I��1 RYsb-25ftAn9.6fl9arage I SKEITH Page 9 G NCNua Np. r o EHsolvs 'usE puewalNpw -,o[sT eunaN,avoroRcolrev MCF I[ NEORnfAnOil[aFmisPRooucr[ssnae VPRaH[e11EpWITHgIr SATHR6BERGQIIISi, INC1— 3 l N THORSA1 . lr5E WI1Np[Jr _ _ �s wanoNcoNm n , [ Ng�osR a NERERY a+Ensor c;Rnw Tcwr rn3s vuw aRSPEaE[cnnpN was PRFPAfleoBYMEOn[INOERArvdRECTSunFR nNANQTrvA YREGSTEREQPRpFE59pNNL ENpI RGNQER'lF1ET[ A�c�gA rs�s�La =E ff e 1 SATHRE BERGQUIST INC. L Flee Nn TITLE SHEET THE WOODS AT TAYLOR CREEK UMWNE r �E� _ I sA REe AGpp[sT HRE sGiNrREsp �s ERIGnTmyooRuossesR — .0 N'i — ° TM Wnv TA wNs, I�zr.T�a PLYMOUTH, oar uGn a EFpRn A Esr nNc MINNESOTA GONYEA HOMES AND REMODELING, INC. 11-17 I -Is -- _ _ _ Ra SEG„ A SE 10- 17 SKEITH Page 9 Plymouth City Code 524.03, Subd. 12 C. All subdivisions shall have road access both to the subdivision and to the individual building sites no lower than two feet below the regulatory flood protection elevation. Subd. 13. Subdivision of Flood Prone Areas. If a subdivision proposal is in a flood prone area, any such proposal must be reviewed to assure that: A. All such proposals are consistent with the need to minimize flood damage within the flood prone area. B. All public utilities and facilities, such as sewer, gas, electrical, and water systeruLs are 'located and constructed to minimize or e'lirninate flood darriage. C. Adequate drainage is provided to reduce exposure of flood hazard. (Ord. 2016-30, 1012512016) 524.05. Streets. Subd. 1. General Requirements, Streets. A. Topography and Arrangement. 1. The arrangement, character, extent, width, and location of all streets shall be considered in relation to existing and planned streets, shall provide for reasonable traffic circulation and traffic calming, and shall be appropriately located in relation to topography, run-off of storm water, convenience and safety, and proposed uses of the land to be served. Wherever possible, the arrangement of streets in new subdivisions shall provide for the continuation of existing and planned streets within and adjoining property in platting their own land and providing convenient access to it. 2. Local streets shall be designed and aligned to discourage their use by non -local traffic, to permit efficient drainage and utility systems and to require the minimum number of streets necessary to provide convenient and safe access to property. 3. Neighborhoods shall be interconnected where possible to provide for emergency access, convenience, dispersal and circulation of traffic and to foster community cohesiveness. Page 10 Plymouth City Code 524.09, Subd. 3 quality, 2) provide retention of storm water runoff and 3) provide for the installation and maintenance of stone sewers. (Ord. 2016-12, 412612016) 524.11. Sewer and Water Facilities. Subd. 1. General Requirements. A. The subdivider shall install adequate sewer and water facilities (including fire hydrants) subject to the specifications in the City's Engineering Guidelines/Standard Detail Specifications. (Ord. 2008-08, 312512008) B. the subdivider shall install sewer arid water mains and service connections, which are stubbed to the property line, to serve all lots in the subdivision. The Council, in its discretion, may waive this requirement upon a showing that to require the installation of sewer and/or water mains within the subdivision would not be feasible with regard to the extension of existing trunk mains to service the subdivision or that particular locations or unusual circumstances of the proposed plat would cause undue hardship to either the owner or subdivider or the City. 524.13. Other Utilities. Subd. 1. Location. All utility facilities, including but not limited to telephone, CATV, natural gas and electric power, shall be located underground. Such utilities shall be placed within a joint trench unless otherwise approved by the City Engineer. Whenever existing utility facilities are located above ground, except when existing on public roads and right-of-way, they shall be removed and placed underground. Underground service connections to the street property line of each platted lot shall be installed at the subdivider's expense. At the discretion of the City, the requirement for service connections to each lot may be waived in the case of adjoining lots to be retained in single ownership and intended to be developed for the same primary use. (Ord. 2013-12, 412312013) Subd. 2. Easements. Utility easements shall be required within the perimeter of each lot, measured from the lot lines. Such easements shall be at least 10 feet wide adjacent to right-of- way and at least six feet wide adjacent to other land. Such easements shall have continuity for alignment from block to block. Such easements shall also be provided at deflection points for pole -line anchors where necessary. Subd. 3. Dedication. Easements shall be dedicated on the plat instrument for the required use. (Ord. 2003-15, 611012003) Page 11 Shawn Drill From: Derek Asche Sent: Wednesday, April 4, 2018 1:56 PM To: Shawn Drill Subject: Woods at Taylor Creek Drainage text Shawn, Michael asked that I provide some drainage text for the Woods at Taylor project set for the 4/10/18 CC agenda is response to resident concerns at a previous meeting. I can provide the following: A small portion of the Plymouth Preserve development to the west as well as the Seven Greens and Silverthorne neighborhoods drain into the proposed Woods at Taylor Creek development. The developer of the Woods at Taylor Creek is not required to provide water quality treatment or rate control for the drainage coming from offsite and this drainage is proposed to be "passed through" the Woods at Taylor Creek to the large wetland complex to the northeast. The Seven Greens and Silverthorne neighborhoods already have water quality and rate control which was provided at the time of their development. Drainage from the Woods at Taylor Creek is proposed to be directed to a water quality pond on the east side of the proposed development for water quality treatment and rate control. Biofiltration is proposed as volume control and this requirement is met by creating a biofiltration bench around a portion of the perimeter of the water quality pond. Drainage from the proposed water quality pond serving the Woods at Taylor Creek would discharge into the large wetland complex to the northeast. Drainage calculations indicate the storm water management system meets the City's rate control and water quality requirements. Concern has been expressed by area residents regarding the function and inundation of the large wetland complex to the northeast. This area was studied in 2001 in the City's Hydrologic and Hydraulic Study of the 2020 Urban Expansion Area and is known as pond SC -P8. SC -P8 was found in this study to provide significant storage and peak flow reduction in the system. After full development, the pond is expected to be nearly 28 acres in size at elevation of 941.4 after a 100 -year storm event. A review of each of the grading plans for the developments adjacent to pond SC -P8 indicates the lowest floor of any home adjacent to Pond SC -P8 is 947.0 or 6 feet above the 100 -year high water. This meets the City's requirement of a minimum 2 -foot clearance for low floors from the 100 -year high water level. The outlet of SC -P8 is and will continue to be critical to its flood control function, and will need regular inspections by City staff to insure it's integrity. In addition, a portion of this pond was approved in 2011 to be inundated at regular intervals with smaller rain events to support over 5 acres of wetland restoration within areas of the former golf course with perennial and persistently poor drainage. A control structure was installed to restrict and retain water in the wetland restoration area for the benefit of the wetland and downstream rate control. This control structure has subsequently had a trail/walking path installed over the top. It is expected that the trail, which was installed within the designed overflow for the wetland restoration, will be inundated during heavy or extended periods of rainfall. The proposed Woods at Taylor Creek development, however, discharges downstream of the wetland restoration -and is not expected to contribute to inundation in the restoration area. Further, local yard drainage in new developments has been problematic. To improve and protect residents from yard drainage issues, beginning in January 2017, the City's Engineering Guidelines require 6" ridged draintile where 4"flexible draintile was the standard. This change is intended to reduce inadvertent damage of draintile during construction. To improve lawn irrigation efficiency, staff recommends utilizing "smart" irrigation controllers which have the Environmental Protection Agency WaterSense certification and can reduce lawn irrigation by 40°0 or more. To better Page 12 document final grades and lot topography prior to receiving occupancy, Community development staff now requires an as -built lot survey for review and approval and has ended the practice of accepting grading certificates from licensed surveyors. Derek Asche I Water Resources Manager City of Plymouth 3400 PLvmouth Boulevard Nymouth, MN 55447 Phone: 763.509.5526 -Fax: 763.509.5510 WVVNk,.PlYnIOuthmn.g,oV Page 13 Proposed Minutes Planning Commission Meeting February 21, 2018 MEMBERS PRESENT: Chair Marc Anderson, Commissioners Bryan Oakley, Donovan Saba, Julie Witt, David Witte, Kira Vanderlan and Justin Markell MEMBERS ABSENT: STAFF PRESENT: Planning Manager Barb Thomson, Senior Planner Shawn Drill, Planner Kip Berglund, Senior Engineering Technician Trevor Quast OTHERS PRESENT: 7. PUBLIC HEARINGS B. DAVID HACKENMUELLER AND TIM HIDANI (2017110) Chair Anderson introduced the request by David Hackenmueller and Tim Hidani for a rezoning and preliminary plat for a residential subdivision to be called "The Woods at Taylor Creek" on property located at 5364 and 5370 Vicksburg Lane and Outlot B, Hampton Hills South Plateau. Senior Planner Drill gave an overview of the staff report. Commissioner Witte referenced two irregular shaped properties on the plat drawing and asked how those areas tie into the development. Senior Planner Drill replied that outlot B contains a lot of wetland and is mainly unusable as a result of past platting and is essentially the remnant of a trail easement. Another outlot was also a former easement for a trail that was going to run along the tracks, but that changed and is no longer going to happen. Commissioner Witte stated there are a number of proposed outlots on this plat and asked why there are so many. Senior Planner Drill replied that staff has been working with the applicant to eliminate some of the outlots. He stated that the developer will not be purchasing the entire parcel from the property owners. He noted that some of the outlots are already existing. He stated that staff does not want outlots without a purpose, and therefore staff will work with the applicants to eliminate the unnecessary outlots. Commissioner Witte stated that it appears the guiding and zoning would allow for higher density, but the traffic study does not support that density and that is why the density is lower. Proposed Minutes 1 of 4 Meeting of February 21, 2018 Page 14 Senior Planner Drill confirmed that the traffic study does limit the density for the general area. Commissioner Vanderlan stated that she has concern with the single access to the development and asked if public safety reviewed the development. Senior Planner Drill confirmed that public safety reviewed the plans, and, in this case, there is only one access point because of the steep grade. He stated that public works did recommend looped utilities. Commissioner Markell asked for details on the measurement of the dead end. Senior Planner Drill indicated the starting point for measuring the length of the dead end. He stated there are other examples of similar length dead end roads, but agreed it is not a typical situation. Chair Anderson introduced Rick Packer, representing the applicants, who stated that staff has been excellent in relaying the concerns of the city in order for the applicants to submit a pretty clean application. He stated that topographically this is a challenging property, but they worked hard to eliminate one lot to come under the 50 percent threshold for tree removal. He highlighted other development challenges with stormwater and looping utilities. He stated they would not have a problem increasing the size of the cul-de-sac. He noted they do not have any issues with the conditions proposed. Chair Anderson continued the public hearing. Chair Anderson introduced Heath Burris, 15535 52nd Place, who stated that the original application was under Gonyea and Stonegate, while this application is under Hackenmueller and Hidani. He asked if the new applicants would follow the same terms as the original application. He asked if this would be a separate development from Plymouth Preserve. He noted that the first two lots coming into the development (Lots 1 and 8) are adjacent to Plymouth Preserve. He noted that the lot width from Plymouth Preserve to this development would decrease in width from 95 feet to 65 feet. He suggested increasing the lot width to provide a smoother transition. He said he was concerned that the home value for this development would not be consistent with the adjacent developments. He noted that he lives in the adjacent neighborhood and is concerned with the amount of traffic volume that comes through the development. He stated once all of the developments are built out, he would like to propose no parking on at least one side of Terraceview Lane. Chair Anderson introduced Dennis Kuss, 15025 52"d Avenue, who asked how the city can continue to allow developers to cut down trees without regard for the developments that already exist. He stated he was told when he purchased his home that this area would not be developed. He asked where the wildlife is supposed to go that lives in the wooded area. He asked the commission to put a stop to development rather than continue to issue variances. He stated there are already traffic concerns in the area. He noted a recent fire and the trouble that the fire trucks had accessing the site. He stated there is already trouble with water runoff in the area and noted that removing additional trees will only increase the problem. Proposed Minutes 2 of 4 Meeting of February 21, 2018 Page 15 Chair Anderson introduced Deepak Bhaskar, 14775 51" Avenue, who stated it is already challenging to drive through the adjacent neighborhood in the winter conditions. He stated that when he moved into his home he was told that this was restricted property and that no development could occur, and therefore they were surprised to learn that this property was going to be developed. He stated he also has concern with extending the stormwater pipe from the railroad. He stated there are concerns with the speed of the railcars and the increased rail traffic. He stated this proposed development would be challenged with the proximity of the railroad and its impact inside adjacent homes. He stated this proposed area is a watershed and developing it brings concern because of the flooding that occurs during heavy rains. He asked for clarification on wetland protection and watershed protection. Chair Anderson closed the public hearing. Planning Manager Thomson stated that the conditions in the proposed resolution have not changed, and therefore the new applicants would follow the same conditions as the previous applicants. Mr. Packer stated that this site is very challenging and because of the topography they cannot increase the lot widths on those first two lots adjacent to Plymouth Preserve. He noted that they are attempting to preserve the existing drainage ways from the neighboring development and the trees in that area. He stated that they are allotted additional lots for this development but have gone below that number. He recognized the concerns from the building in Plymouth Preserve, but noted that it is not possible to increase the lot widths while still remaining respectful to the drainage ways, watershed, and trees. He provided additional details on the change in ownership for the application. Senior Engineering Technician Quast stated that typically with respect to limiting on -street parking, the city would ask the residents in the neighborhood to sign a petition and present it for consideration by the city council. Planning Manager Thomson stated that the city does not review home values as that is not a zoning consideration. Mr. Packer stated that changes have been made to the drawing as they originally thought of an age -targeted, single -level product and then differed from that product as the site challenges increased. He provided updates to the lot configuration to provide more recent information about eliminating the outlots within the development. He noted that existing outlots from adjacent developments would remain. He stated that one of the challenges of the site is the stormwater that runs onto this property from other properties and developments. He confirmed that their plans address those issues to ensure there would not be problems with stormwater management. He stated that houses are made much more soundproof than they used to be. He acknowledged that there is a nearby railroad track, but did not anticipate any problems with the structures related to that proximity. Planning Manager Thomson stated that this plan meets the requirements for tree preservation. She apologized for those residents that were misinformed by their realtor, as it was not correct that the subject property would not be available for development. Proposed Minutes 3 of 4 Meeting of February 21, 2018 Page 16 Senior Engineering Technician Quast provided additional details on what would be required for public safety for the cul-de-sac measurements. Commissioner Oakley acknowledged that the cul-de-sac is larger than the commission wishes but he does not see any alternatives available. He stated that the requirements for lot size, wetland preservation, and stormwater management are met by this request. He noted that he would be supporting the proposal. Chair Anderson stated that in Plymouth there is no architectural control for single family homes, and rather the city allows the market to determine those elements. He stated that the city ensures that there are sufficient setbacks and that water and runoff concerns are addressed. He commended the developer on the proposal to have a pond three times the necessary size to accommodate the water that runs onto this site from other developments. He acknowledged that the cul-de-sac is longer than they wish, but believed that the additional language, ensuring that a school bus could turn around, would be sufficient. MOTION by Commissioner Oakley, seconded by Commissioner Saba, to approve the request by David Hackenmueller and Tim Hidani for a rezoning and preliminary plat for a residential subdivision to be called "The Woods at Taylor Creek" on property located at 5364 and 5370 Vicksburg Lane and Outlot B, Hampton Hills South Plateau. Vote. 7 Ayes. MOTION approved. Proposed Minutes 4 of 4 Meeting of February 21, 2018 Page 17 Agenda Number 6B File 2017110 PLYMOUTH COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING STAFF REPORT TO: Plymouth Planning Commission FROM: Shawn Drill, Senior Planner (509-5456) through Barbara Thomson, Planning Manager MEETING DATE: February 21, 2018 (continued from the February 7, 2018 meeting) APPLICANTS: David Hackenmueller and Tim Hidani PROPOSAL: Rezoning and preliminary plat for a residential subdivision to be called "The Woods at Taylor Creek" LOCATION: 5364 and 5370 Vicksburg Lane, and Outlot B of Hampton Hills South Plateau GUIDING: LA -R2 (living area -rural 2) CURRENT ZONING: FRD (future restricted development) and RSF-3 (single-family 3) SCHOOL DISTRICT: ISD 284 (Wayzata) and ISD 279 (Osseo) REVIEW DEADLINE: April 6, 2018 DESCRIPTION OF REQUEST: The applicants are requesting approval of the following: • rezoning from FRD to RSF-3 for the two westerly parcels (5364 and 5370 Vicksburg Lane); and • preliminary plat for 24 single-family lots. Page 18 Notice of the public hearing was published in the City's official newspaper. Two mailed notices were sent out to all property owners within 750 feet of the site. One notice was sent upon receipt of the application, and the other notice was sent 12 days prior to the public hearing. A copy of the notification area map is attached. Development signage has also been posted on the site. CONTEXT: Surrounding Land Uses Natural Characteristics of Site The site is located in the Shingle Creek drainage district. The site does not contain land within the floodplain. An area along the northeasterly portion of the site lies in the shoreland overlay district for Bass Creek. There are three wetland areas along the northerly edge of the site. Portions of the site are heavily wooded. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving or denying a rezoning application. This is because the rezoning of land is a "quasi -legislative" action (enactment of policy). The zoning ordinance and map are the enforcement tools used to implement the goals and standards set by the comprehensive plan. The proposed zoning for a property must be consistent with the comprehensive plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision regulations and zoning ordinance. This is because preliminary plat review is a "quasi-judicial" action (enforcement of established policy). If a preliminary plat application meets the standards, the City must approve the preliminary plat. Page 19 Adjacent Land Use Guiding Zoning North Single-family development in LA -R2 RSF-3 "Hampton Hills" West Single-family development in "Plymouth Preserve" LA -R2 RSF-3 East Single-family development in LA -R2 RSF-3 "Hampton Hills South Plateau" • Woodland Trails Park • P -I (public / inst.) South (across . Single-family homes and Providence • LA -1 (living area 1) RSF-2 CP Rail Line) Academy (single-family 2) Natural Characteristics of Site The site is located in the Shingle Creek drainage district. The site does not contain land within the floodplain. An area along the northeasterly portion of the site lies in the shoreland overlay district for Bass Creek. There are three wetland areas along the northerly edge of the site. Portions of the site are heavily wooded. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving or denying a rezoning application. This is because the rezoning of land is a "quasi -legislative" action (enactment of policy). The zoning ordinance and map are the enforcement tools used to implement the goals and standards set by the comprehensive plan. The proposed zoning for a property must be consistent with the comprehensive plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision regulations and zoning ordinance. This is because preliminary plat review is a "quasi-judicial" action (enforcement of established policy). If a preliminary plat application meets the standards, the City must approve the preliminary plat. Page 19 ANALYSIS OF REQUEST: TRAFFIC ANALYSIS In 2014, SRF Consulting Group, Inc. conducted a traffic analysis for the area that includes the subject development site, in conjunction with consideration and approval of the "Plymouth Preserve" subdivision. The traffic analysis was based on an allocation of 1,200 average daily trips (ADT) on the segment of Terraceview Lane lying immediately south of 55th Avenue (see "Trip Generation Area" map on the next page). Data from the Institute of Traffic Engineers indicates that a single-family home generates 10 ADT (note that a round trip constitutes two trips). As a result, the 1,200 ADT allocation for the area south of 55th Avenue that is accessed via Terraceview Lane equates to 120 single-family lots (1,200 trips divided by 10 ADT = 120 homes). The breakdown in the traffic analysis for the affected area is as follows: Subdivision ADT Allocation Lots Allocated Lots (existing /proposed /future) Taylor Creek 400 40 40 (existing) Plymouth Preserve 270 27 27 (existing) The Woods at Taylor Creek 250 25 24 (proposed) Plymouth Reserve 120 12 13 (proposed) Dotseth Parcels (2) 160 16 16 (future) Total: 1,200 120 120 The applicants are requesting approval of 24 single-family lots for "The Woods at Taylor Creek" site. The 2014 traffic analysis allocated up to 250 ADT, equating to 25 single-family lots, for that area. The proposed plat would result in one fewer lot than was allocated. A separate developer is presently requesting plat approval for "Plymouth Reserve" located northeast of Vicksburg Lane and the Canadian -Pacific (CP) rail line. "Plymouth Reserve" would include 13 single-family lots, which is one lot more than the 12 lots allocated for that site. However, the total number of lots proposed for both "The Woods at Taylor Creek" (24 lots) and "Plymouth Reserve" (13 lots) would not exceed the combined allocation of 37 lots for those two areas. "Plymouth Reserve" was reviewed by the Planning Commission on January 17, 2018, and is scheduled to go to the City Council on February 27, 2018. If the Planning Commission takes action on "The Woods at Taylor Creek" at their February 21, 2018 meeting, it would also be scheduled for the February 27, 2018 City Council meeting. At this time, there have been no development applications submitted for either of the two Dotseth parcels. Page 20 Traffic Generation Area Page 21 REZONING The applicants are requesting to rezone the westerly two parcels (presented addressed as 5364 and 5370 Vicksburg Lane) from FRD to RSF-3 to accommodate the proposed single-family development. The easterly parcel (Outlot B of Hampton Hills South Plateau) is already zoned RSF-3. The FRD zoning district serves as a "holding zone" until property is developed, at which time it shall be rezoned in accordance with its land use guiding designation in the comprehensive plan. Any development of this site would require rezoning from the FRD classification. Comprehensive Plan The site is guided LA -R2 on the City's land use guide plan. The LA -R2 guiding designation specifies a minimum density goal of two dwelling units per acre and a maximum density of four dwelling units per acre for residential developments. Density is based on net acreage (excludes wetland areas and wetland buffers) as defined by the Plymouth City Code, and consistent with the procedures established by the Metropolitan Council. Based on roughly 12.8 net acres, this site should accommodate 25 to 51 dwelling units under the LA -R2 guiding designation. The applicant is requesting 24 single-family lots on the site, which would result in a density of 1.9 dwelling units per acre. The applicant is requesting a density below the goal of two units per acre in order to preserve more of the trees and land forms on the site. The comprehensive plan allows developments to go below the minimum density goal in order to preserve natural resources. Staff finds that, in this particular case, the proposed density is acceptable because it would result in preservation of more trees and land forms than would a development with higher density. The land use chapter of the comprehensive plan lists single-family development as an appropriate land use in areas guided LA -R2. The land use chapter also lists the RSF-3 (single family detached 3) district as a corresponding zoning district for property that is guided LA -R2. A copy of the LA -R2 section of the comprehensive plan is attached. Staff supports the requested rezoning from FRD to RSF-3 with the following findings: 1. The requested single-family use of the site is consistent with the LA -R2 guiding of the site. 2. The requested RSF-3 zoning for this site would be consistent with the LA -R2 guiding. 3. The density, at 1.9 units per acre, would be below the goal of two units per acre, but would result in preservation of more trees and land forms than would a higher density development. 4. The lot arrangement would comply with RSF-3 standards. 5. Adequate infrastructure is available to support RSF-3 zoning. Page 22 PRELIMINARY PLAT The applicants are proposing 24 single-family lots for the site. The proposed number of lots is one less than was allocated by the 2014 traffic analysis for this area. Existing Homes Under the plan, the two existing homes on the site (addressed as 5364 and 5370 Vicksburg Lane) would be removed. Site Access Access to the site would be via the Ranchview Lane segment lying south of 52nd Place. Ranchview Lane was stubbed up to the subject development site in order to provide future access to it. Cul -De -Sac Length The existing Ranchview Lane cul-de-sac lying south of 52nd Place (in "Plymouth Preserve") is 720 feet long. Under the plan, the cul-de-sac would be extended 920 feet into the subject development site, resulting in a total cul-de-sac length of 1,640 feet. The subdivision regulations allow cul-de-sacs to exceed 750 feet in length to accommodate new platting provided that the water main is looped, and secondary access is provided unless otherwise waived by the City Council. Under the proposal, the water main would be looped. Additionally, due to the railroad tracks abutting the south boundary of the site and existing wetlands and Bass Creek abutting the north and east boundaries of the site, it is not possible to provide secondary access. The waiver for secondary access is included in the attached resolution. School Bus Turn -Around School buses would enter the cul-de-sac street to pick up and drop off students. School buses are not allowed to back up when on pick up/drop-off routes. As a result, a condition in the attached resolution requires that the cul-de-sac turn -around be larger than the standard size of 41 -foot radius/ 82 feet of pavement from curb to curb, in order to accommodate the turning movement for large school buses. Lot Area and Width The RSF-3 zoning district requires a minimum lot area of 7,000 square feet and a minimum lot width of 65 feet (as measured at the required front setback line). All lots would meet or exceed the RSF-3 standards. The average lot size would be 26,489 square feet, and the smallest lot would contain 13,027 square feet. The average lot width would be 75 feet, and the narrowest lot would be 65 feet wide. Page 23 Setbacks The RSF-3 zoning district requires a minimum front and rear yard setback of 25 feet, and a minimum side yard setback of eight feet for living area and six feet for attached garage space. Additionally, the homes must be set back a minimum of 50 feet from the railroad right-of-way and 15 feet from the wetland buffer. The minimum setback regulations would be met for all lots. Park Dedication The developer would pay a cash fee in lieu of land dedication to satisfy the park dedication requirement. This matter is addressed in the attached resolution. Sidewalks A concrete sidewalk would be installed along the north side of Ranchview Lane to match up with the existing sidewalk within the "Plymouth Preserve" subdivision. That sidewalk leads to a trail within "Plymouth Preserve" that provides access to Fairway Greens Park and the City's trail system. Tree Preservation The subdivision regulations require preservation of at least 50 percent of the caliper inches of significant trees for residential development sites, or reforestation and/or monetary restitution for any removal in excess of that threshold. A significant tree is defined as one being eight inches or larger in diameter for deciduous trees, and four inches or larger in diameter for conifers. For removal in excess of the 50 percent threshold, 1.25 caliper inches of new trees must be replanted for each 1.0 inch removed, or $125 in restitution must be provided for each inch removed, or a combination thereof. The tree survey indicates 12,610 caliper inches of eligible significant trees on the site. The applicant submitted a tree plan indicating that 6,377 inches of significant trees (50.5 percent) would be preserved. Consequently, the proposal complies with the City's tree preservation regulations. Additionally, the proposed landscaping plan indicates compliance with the requirement that two trees be planted in the front yard of each lot. Drainage/Treatment of Runoff The City requires storm drainage systems to be designed so that the post -development rate of runoff from a site does not exceed the pre -development rate. Additionally, the City requires treatment of storm water runoff before it enters the drainage system. The proposed development would include a water quality pond in the southeast portion of the site. The drainage plan requires a few minor adjustments to comply with City specifications. The attached resolution addresses this matter. Overall, the plan indicates general compliance with regulations regarding drainage and water quality. Page 24 Wetland Buffering There are three medium -quality wetland areas in the north portion of the site. No wetland fill is proposed. The zoning ordinance requires that buffering be provided to protect wetlands. For medium -quality wetlands, the ordinance requires a natural wetland buffer strip averaging 30 feet in width from the wetland edge, together with a 15 -foot structure setback from the edge of the buffer. The proposal would comply with City regulations pertaining to natural buffer strips and structure setbacks from the buffer strip. RECOMMENDATION: Community Development Department staff recommends approval of the following items: a) an ordinance approving rezoning of the two westerly parcels (5364 and 5370 Vicksburg Lane) from FRD to RSF-3; b) a resolution approving findings of fact supporting the rezoning; and c) a resolution approving the preliminary plat for 24 single-family lots. If new information is brought forward at the public hearing, staff may alter or reconsider its recommendation. ATTACHMENTS: 1. Draft Ordinance Approving Rezoning 2. Draft Resolution Approving Findings of Fact for Rezoning 3. Draft Resolution Approving Preliminary Plat 4. Location Map 5. Aerial Photo 6. Notification Area Map 7. Applicant's Narrative 8. LA -R2 Section of Comprehensive Plan 9. Correspondence Received 10. Site Graphics Page 25 rL SITE�� imoll I. .. ' .... Cp (Outlof ......... ....... ......... E ....... ..........�P ................... ................. ....................................... .................................... ....... ........ ...................................................... SCHMIDTLAKE RD. . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . .. .. . 2017110 Gonyea Homes, Inc. The Woods at Taylor Creek Request for Rezoning and Preliminary Plat Legend LA -1, Living Area 1 LA -R2 P -I, Public/Semi-Public/Institutional 660 330 0 660 r1` mwmmmmmn�Feet City of Plymouth, Minnesota Page 26 5.' �4 SITE ■ 2017110 Aerial Id 6 330 165 0 330 660 mmommmiFeet rp)city °f Pae 27 Plymouth, Minnesota g NOTIFICATION AREA MAP 0 t�$ %'€'iF j 4 _ _ `A. At _ s x _ 1 s 1 � t Buffer Size: 750 feet 0 245 490 980 ft Map Comments: L I i i I i i i i This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us Page 28 THE WOODS AT TAYLOR CREEK Project Narrative Introduction The following narrative is provided to the City of Plymouth for review and consideration of the proposed project The Woods at Taylor Creek. The project consists of three adjacent parcels owned byDavid Hackenmueller, Tim Hidani and Tradition Development (a residual outlot from Hampton Hills). The housing style is intended to be for family living with both single level and 2 -story designs. There will be no entrance monuments or Homeowner's Association. The lots are a minimum of 65' in width with lots ranging from roughly 13,000 square feet to 2.9 acres. The average lot size is approximately26,500 square feet or one-half acre. Planning Considerations Comprehensive Plan/Zoning The property is guided LA -R2 (2-4 units per acre). It is currently zoned Future Residential Development (FRD). Gonyea Homes is requesting a rezoning to RSF-3, consistent with all the property developed around it. Density The site contains 21.6 acres of gross area, much of which is wetland or areas with poor soils. There are a variety of ways in which one might calculate density, but in most cases, it would be less than two units per acre and in no case more than four. To add more density would require the removal of more trees than allowed by ordinance and would further disrupt the drainageways that carry water from the development to the west and south, across the railroad. Street Design This proposal occupies land at the end of a long cul-de-sac. The City realized this in the approval of Plymouth Preserve, when it performed a traffic analysis to determine the number of units that might be developed on the remaining vacant pieces of property (aside from Plymouth Page 29 Preserve). The land mass of this development (two existing singly family homes and a residual outlot from Hampton Hills) was "allocated" 24-25 lots. The lots were shown to be 80' in width presumably because that was the lot widths in Plymouth Preserve. The Woods at Taylor Creek contains 24 lots (the low end of the allocation) but has narrower lots to preserve trees and protect the two drainageways traversing the property. "Clustering" the units preserves large groupings of .trees (on outlots owned by the HOA) rather than preserving trees on a scattered basis. Without narrower lots, preserving 53% of the trees on a rolling property such as this would not be possible. Care was also taken to locate the road in a way to avoid the largest and most mature trees. Utilities The only unusual design element of the public utilities is the looping of the watermain to the east, connecting this neighborhood to a watermain in Hampton Hills. Sewer construction is standard and per City requirements. Stormwater is managed according to our understanding of City and Watershed requirements and accounts for the water directed toward this site by development to the west and south. Parks Per City request, no trails are being provided. Adequate pedestrian circulation will be provided via the sidewalk along the street that will connect to exiting City trails. A park dedication fee in lieu of land is being proposed. Unit Type and Target Market The homes will be both rambler and 2 -story floor plans with multiple 4 -sided architectural elevation options. Our architecturally designed homes will range in size from 3,000 — 4,500 sq ft offering several layout options to meet the needs of our lifestyle buyers. Our flexible layouts will offer 4 bedrooms and 3 bathrooms, finished basements, and options to add additional outdoor living space with sunrooms, screened porches and decks. Our target market for this project families with children but floor plans also appealing to buyers looking for single floor living. Home packages will range from the upper $500's to upper $600's. Page 30 Summary The proposed Woods at Taylor Creek is consistent with the Comprehensive Plan and the subsequent rezoning requirements. Care has been taken to preserve trees, natural resources and existing drainage patterns. Likewise, the proposal respects previous planning and studies with respect to density. Our proposal will provide' another unique opportunity in the city of for a target market that would otherwise be located on much smaller lots and land of a much lower aesthetic and natural quality creating a welcome addition to this part of the City of Plymouth. Page 31 C LIVING AREA RURAL 2 (LA -R2) Living Area Rural 2 (LA -R2) identifies areas for single and two-family homes and townhomes, and directly related complementary uses such as churches, schools and recreational facilities. To preserve natural resources, the City will allow clustering in areas that are guided LA -R2. Guidelines and Criteria Minimum Density: 2 units per acre Maximum Density: 4 units per acre City Utilities: Required for all areas Corresponding Zoning Districts: RSF-1 (Single Family Detached 1) RSF-2 (Single Family Detached 2) RSF-3 (Single Family Detached 3) RSF-4 (Single and Two Family) RMF -1 (Multiple Family 1) PUD for cluster developments Types of Development: 0 Single family detached dwellings • Two-family dwellings • Townhomes • Churches, schools and private recreational facilities Development Location Criteria: • Areas with access to local streets • Adjacent to land guided LA -RT Desirable Facilities: • Neighborhood parks, school parks or mini parks within 1/2 mile walking distance of the neighborhood • Defined trail system that connects the neighborhood to other services and facilities, including parks, schools, churches and neighborhood shopping areas • Neighborhood shopping facilities within five minutes driving time from the neighborhood Page 1 of 1 Appendix 3C Plymouth Land Use Plan—April 14, 2009 Page 32 Shawn Drill From: Denise Whalen on behalf of Webmail - Planning Sent: Wednesday, February 7, 2018 2:57 PM To: Shawn Drill Subject: FW: Gonyea proposed construction 2017110 Denise port Services Manager I City of Plyrnout� 763-509-5408 From: Kyle Undesser [mailto:kylew.undesser@gmail.com] Sent: Wednesday, February 7, 2018 2:56 PM To: Webmail - Planning <Planning@plymouthmn.gov> Subject: Gonyea proposed construction 2017110 I'm writing as I cannot make the city meeting tonight. I also ask that you reject the development site on the same basis as my neighbor Mark Cullen wrote below. We also bought this site for the natural view. Our builder Robert Thomas specifically stated no one would be allowed to develop the area. Cramming in that many million dollar homes will look tacky and take away the natural habitat that we paid to have a view of out our back yard. Please reject the development of this site! I'm at 14925 52nd Ave N Kyle Undesser Page 33 Shawn Drill From: Denise Whalen on behalf of Webmail - Planning Sent: Wednesday, February 7, 2018 2:42 PM To: Shawn Drill Subject: FW: New Proposed Construction Notice - Meeting 2/7 Attachments: Proposed New Construction 1.pdf, Proposed New Construction 2.pdf *enise Whalen I Support Services Manager I City of Plyrnoul 763-509-5408 From: Mark Cullen [mailto:cullen_mark@yahoo.com] Sent: Wednesday, February 7, 2018 2:35 PM To: Webmail - Planning <Planning@plymouthmn.gov> Cc: Nikki Cullen <nicole_cullenl4@hotmail.com> Subject: FW: New Proposed Construction Notice - Meeting 2/7 Good afternoon — I'm writing in reference to the proposed Gonya development (No. 2017110) and tonight's public meeting. I'm unable to attend tonight's meeting but wish to offer my input as a resident of the Hampton Hills neighborhood. I recognize the importance of economic development and the need for new housing in the Twin Cities. That said, I do not believe that this particular site is the right opportunity for new construction. I believe the Planning Commission and the City of Plymouth should support and develop affordable housing options in our community. Precious staff and meeting time should be spent toward that goal. This proposed development does not fit that need. A few additional considerations: The proposed development site sits directly south of my home. I have noticed that the site is often under water in the sprung or after heavy rain. It is home to wildlife whose habitat has been disrupted due to the rapid development of Plymouth and surrounding communities. For these reasons, I'm concerned that the development will: 1. Create water drainage problems in the neighborhood 2. Disrupt the ecosystem (deer, geese, ducks, birds, native grasses, pollinators, etc.) 3. Create increased traffic congestion in the neighborhood 4. Result in habitat loss including trees, etc. I ask that you reject development at this site. Thank you for your consideration of my input. Marls Cullen 14915 52°d Ave N Plymouth, MN 55446 Page 34 I 6c3]°19'45° j \ G !— '``•� X / / / SGLE ix FFPr iy n n I t _-. . ® PARCEL 1 - a`y�mP\ P.9 ,�Qo3 _ y� •%• - y� - C !-- - - - FB=N84'4]'35`E H a\mac 'RiE a Po:y PARCEL 2 ➢n'r1➢rre➢.➢r ea➢pxx � '.Q Ma�'� �R�l RO T, �:;—N3 oe s3'c i� _1 ��� —rte �• zs.ie '' 1L �5� �� roo . e" ib )cwmw rc �y z2 xr90 v'4 O . pa ,or9e,mm �`z�w�,asw �n �,®wu.n rte, w r,a�x�.n is aaa.m r.F <o \d � � Nz is sQ *.✓-r �;�� ��\ 156.45 %fiT�P w� ar.w•._x�cmwm.M �. r > � r i ,t,�rN � - _ � _ � F N. 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INC. 17 Page 41 i elbe n/ PLYMOLTr ---------- MINNEJSOT� GONY 'NC 1/7 Page 43 Page 44 PLANTING NOTES Alt plantings shall be t— to nahe —d 540 in o—dame elth A—J an l4rserman's SYartdardls_ ALL plont4ngs shwa be g2 r, nte#d for one year (365 clays) fron date or OCCeq%Or Ce- I.—OS[ape Contractor ShaLL replace any deaf or danoged plants at no adChthmol. cast to (]—W. durwry tlw qL ntJee peraLL Lands Gpe Contractor whGH rake nontNy site na:+ten c, j>specjlcr s and notify owner or nainterrance (1eflCi¢nbe� All Yrees sLxill he guyed at the CLS tbn of the LandsCope r—tractor_ Lor JBCape ='M�to Ctor sha1L —11 nt plantsto by plLnb at the end of tote warranty period. RLI trees shall be wrapped of the• ens# of RG—i— or Instaltotian year. PLANT SCHEDULE an'MINE e�,eas v�nTrn rorerw� rr eubu.,.sa ewe Note: Tree locadnn Bre au29emw aM stied In Wangs pQ 31" mt6aa.. de'/coper W -dW h[ntepw — deamwc T— h kW rmd- LANDSCAPE REQUIREMENTS L -d --M rreea RegLAed{'.VlolIc Ala Lalasrape Teas Pm—kicL 49 O—sio y Trees Rsgmed i50%L 24 Owerslory reel P1oride0. 31) Errg+eat Trees Ryqurwd C 0--k'R 6 / Eve,7Trees Prcrsied: 6 TREE PLANTING DETAIL Level LncaLan - rasp.. t--20mb, Prix W w row 8 - Da not al lou haddn or rt W waw rift .Tisa wan Wood IMitl� ot LJ— epi Cr D -pa.! 88 ddil w" pray" sial All distlrb,d areas to he Sad m seeded, Sod SFOL be—Ltured Xenty jry Wwg-aSS, free o-F•eels end olu ps. Landscap¢ Contractor will water at tine of W,StolL(, and rot[ ala sad os needed to o—e. a snoath torr. ALL slopes greater than 3 t0 L SNOT las stolretl. Any owing sod stn Ll be r.;A ced by Londsmpe Contrncl— ot no Cas# to th¢ p—er. ALL seed areas shot! be seeded ith NNDOT 25-13L and -Al Hln straw disc anchored- Any slnpe5 greater than 3:1 shot, be bLonketed with siigle side Straw blanket. Landscape Cantmctur Sims be responsible For Locutsng alt utilit4es by ACtLgl tocdtiun m She feLd prior to any MMttrrg operoton RIOTS Tree to- 6e dffi d d guyed o tly En a. as ABAied base "6a a pw P'—Sed old uNd nil peoeist;on W eP_. SATHRE-BERGOUIST, INC. .,4� ,n sa,-n� om+crrx n4rmLT1r. tear sst+rfrm lima-ummmm F&vm4*=-l.mwvL Y xaRrIt sr+e&r. r O CO E Q a MG7..IlV [ IA 40µ[S&RlmkG u o'��Ir7 Page 45 +c Ll CITY OF PLYMOUTH HENNEPIN COUNTY, MINNESOTA ORDINANCE NO. 2018 - ORDINANCE AMENDING CHAPTER 21 (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LAND LOCATED AT 5364 AND 5370 VICKSBURG LANE (2017 1 10) THE CITY OF PLYMOUTH ORDAINS: Section 1. Amendment of Cites. Chapter 21 of the City Code of the City of Plymouth, Minnesota, adopted December 18, 1996 as amended, is hereby amended by changing the classification on the City of Plymouth Zoning Map from FRD (future restricted development) to RSF-3 (single family detached 3) with respect to property currently legally described as follows: Parcel 1: That part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence on an assumed bearing of North 89 degrees, 33 minutes, 19 seconds West along the North line of said Northwest Quarter a distance of 1,000 feet; thence South 44 degrees, 51 minutes, 40 seconds East along a line hereinafter referred to as Line A a distance of 1,421.74 feet to a point in the East line of said Northwest Quarter distant 1,000 feet South of the Northeast corner thereof; thence North 44 degrees, 51 minutes, 40 seconds West along said Line A a distance of 291.50 feet to the point of beginning of the land to be described; thence North 44 degrees, 51 minutes, 40 seconds West along said Line A a distance of 400 feet; thence South 45 degrees 08 minutes, 20 seconds West a distance of 587.75 feet to the intersection with a line 60 feet Northerly of, measured at right angles to, and parallel with the Northerly right-of-way line of the Soo Line Railroad; thence Southeasterly along said parallel line to its intersection with a line bearing South 45 degrees, 08 minutes, 20 seconds West from the point of beginning; thence North 45 degrees, 08 minutes, 20 seconds East a distance of 503.83 feet to the point of beginning, Hennepin County, Minnesota. AND An undivided one-third interest in that part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota described as follows: Commencing at the intersection of the Northeasterly right-of-way line of the Soo Line Railroad and the East line of said Northwest Quarter; thence Northwesterly along said right-of-way line a distance of 152.38 feet to the point of beginning; thence Northeasterly Page 46 along a line radial to said right-of-way line to its intersection with a line 60 feet Northeasterly of, measured radial to, and parallel with said right-of-way line; thence Northwesterly along said parallel line a distance of 393.81 feet; thence Northeasterly deflecting to the right 90 degrees a distance of 30 feet, thence Northwesterly deflecting to the left 90 degrees a distance of 100 feet; thence Southwesterly deflecting to the left 90 degrees a distance of 30 feet to said parallel line; thence Northwesterly along said parallel line to its intersection with the West line of said Northwest Quarter; thence Southerly along said West line to the Northerly right-of-way line of said Soo Line Railroad; thence Easterly and Southeasterly along said right-of-way line to the point of beginning. Parcel 2: That part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence on an assumed bearing of North 89 degrees, 33 minutes, 19 seconds West along the North line of said Northwest Quarter a distance of 1,000 feet; thence South 44 degrees, 51 minutes, 40 seconds East along a line hereinafter referred to as Line A a distance of 1,421.74 feet to a point in the East line of said Northwest Quarter distant 1,000 feet South of the Northeast corner thereof; thence North 44 degrees, 51 minutes, 40 seconds West along said Line A a distance of 291.50 feet to the point of beginning of the land to be described; thence South 44 degrees, 51 minutes, 40 seconds East a distance of 291.50 feet to said East line of Northwest Quarter; thence Southerly along said East line a distance of 562.56 feet to the Northeasterly right-of-way line of the Soo Line Railroad; thence Northwesterly along said Northeasterly right-of-way a distance of 152.38 feet; thence Northwesterly along a line radial to said Northeasterly right-of-way line to its intersection with a line 60 feet Northeasterly of measured radial to and parallel with said Northeasterly right-of-way line; thence Northwesterly along said parallel line a distance of 393.81 feet; thence Northeasterly deflecting to the right 90 degrees a distance of 30 feet; thence Northwesterly deflecting to the left 90 degrees a distance of 100 feet; thence Southwesterly deflecting to the left 90 degrees a distance of 30 feet to said parallel line; thence Northwesterly along said parallel line to its intersection with a line bearing South 45 degrees, 08 minutes, 20 seconds West from the point of beginning; thence North 45 degrees, 08 minutes, 20 seconds East a distance of 503.83 feet to the point of beginning, Hennepin County, Minnesota. AND An undivided one-third interest in that part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota described as follows: Commencing at the intersection of the Northeasterly right-of-way line of the Soo Line Railroad and the East line of said Northwest Quarter; thence Northwesterly along said Page 47 right-of-way line a distance of 152.38 feet to the point of beginning; thence Northeasterly along a line radial to said right-of-way line to its intersection with a line 60 feet Northeasterly of, measured radial to, and parallel with said right-of-way line; thence Northwesterly along said parallel line a distance of 393.81 feet; thence Northeasterly deflecting to the right 90 degrees a distance of 30 feet, thence Northwesterly deflecting to the left 90 degrees a distance of 100 feet; thence Southwesterly deflecting to the left 90 degrees a distance of 30 feet to said parallel line; thence Northwesterly along said parallel line to its intersection with the West line of said Northwest Quarter; thence Southerly along said West line to the Northerly right-of-way line of said Soo Line Railroad; thence Easterly and Southeasterly along said right-of-way line to the point of beginning. Section 2. Effective Date. This amendment shall take effect immediately upon its passage. ADOPTED by the City Council on this 10th day of April, 2018. Kelli Slavik, Mayor ATTEST: Sandra R. Engdahl, City Clerk Page 48 CITY OF PLYMOUTH RESOLUTION NO. 2018 - RESOLUTION APPROVING FINDINGS OF FACT FOR THE REZONING OF LAND LOCATED AT 5364 AND 5370 VICKSBURG LANE (20171 10) WHEREAS, David Hackenmueller and Tim Hidani have requested reclassification of the zoning from FRD (future restricted development) to RSF-3 (single family detached 3) for roughly 12.7 acres located at 5364 and 5370 Vicksburg Lane; and WHEREAS, the affected property is presently legally described as follows: Parcel 1: That part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence on an assumed bearing of North 89 degrees, 33 minutes, 19 seconds West along the North line of said Northwest Quarter a distance of 1,000 feet; thence South 44 degrees, 51 minutes, 40 seconds East along a line hereinafter referred to as Line A a distance of 1,421.74 feet to a point in the East line of said Northwest Quarter distant 1,000 feet South of the Northeast corner thereof; thence North 44 degrees, 51 minutes, 40 seconds West along said Line A a distance of 291.50 feet to the point of beginning of the land to be described; thence North 44 degrees, 51 minutes, 40 seconds West along said Line A a distance of 400 feet; thence South 45 degrees 08 minutes, 20 seconds West a distance of 587.75 feet to the intersection with a line 60 feet Northerly of, measured at right angles to, and parallel with the Northerly right-of-way line of the Soo Line Railroad; thence Southeasterly along said parallel line to its intersection with a line bearing South 45 degrees, 08 minutes, 20 seconds West from the point of beginning; thence North 45 degrees, 08 minutes, 20 seconds East a distance of 503.83 feet to the point of beginning, Hennepin County, Minnesota. AND An undivided one-third interest in that part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota described as follows: Commencing at the intersection of the Northeasterly right-of-way line of the Soo Line Railroad and the East line of said Northwest Quarter; thence Northwesterly along said right-of-way line a distance of 152.38 feet to the point of beginning; thence Northeasterly along a line radial to said right-of-way line to its intersection with a line 60 feet Northeasterly of, measured radial to, and parallel with said right-of-way line; thence Northwesterly along said parallel line a distance of 393.81 feet; thence Northeasterly deflecting to the right 90 degrees a distance of 30 feet, thence Northwesterly deflecting to the left 90 degrees a distance of 100 feet; thence Southwesterly deflecting to the left 90 degrees a distance of 30 feet to said parallel line; thence Page 49 Northwesterly along said parallel line to its intersection with the West line of said Northwest Quarter; thence Southerly along said West line to the Northerly right-of-way line of said Soo Line Railroad; thence Easterly and Southeasterly along said right-of-way line to the point of beginning. Parcel 2: That part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence on an assumed bearing of North 89 degrees, 33 minutes, 19 seconds West along the North line of said Northwest Quarter a distance of 1,000 feet; thence South 44 degrees, 51 minutes, 40 seconds East along a line hereinafter referred to as Line A a distance of 1,421.74 feet to a point in the East line of said Northwest Quarter distant 1,000 feet South of the Northeast corner thereof; thence North 44 degrees, 51 minutes, 40 seconds West along said Line A a distance of 291.50 feet to the point of beginning of the land to be described; thence South 44 degrees, 51 minutes, 40 seconds East a distance of 291.50 feet to said East line of Northwest Quarter; thence Southerly along said East line a distance of 562.56 feet to the Northeasterly right-of-way line of the Soo Line Railroad; thence Northwesterly along said Northeasterly right-of-way a distance of 152.38 feet; thence Northwesterly along a line radial to said Northeasterly right-of-way line to its intersection with a line 60 feet Northeasterly of measured radial to and parallel with said Northeasterly right-of- way line; thence Northwesterly along said parallel line a distance of 393.81 feet; thence Northeasterly deflecting to the right 90 degrees a distance of 30 feet; thence Northwesterly deflecting to the left 90 degrees a distance of 100 feet; thence Southwesterly deflecting to the left 90 degrees a distance of 30 feet to said parallel line; thence Northwesterly along said parallel line to its intersection with a line bearing South 45 degrees, 08 minutes, 20 seconds West from the point of beginning; thence North 45 degrees, 08 minutes, 20 seconds East a distance of 503.83 feet to the point of beginning, Hennepin County, Minnesota. AND An undivided one-third interest in that part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota described as follows: Commencing at the intersection of the Northeasterly right-of-way line of the Soo Line Railroad and the East line of said Northwest Quarter; thence Northwesterly along said right-of-way line a distance of 152.38 feet to the point of beginning; thence Northeasterly along a line radial to said right-of-way line to its intersection with a line 60 feet Northeasterly of, measured radial to, and parallel with said right-of-way line; thence Northwesterly along said parallel line a distance of 393.81 feet; thence Northeasterly deflecting to the right 90 degrees a distance of 30 feet, thence Northwesterly deflecting to the left 90 degrees a distance of 100 feet; thence Southwesterly deflecting to the left 90 degrees a distance of 30 feet to said parallel line; thence Northwesterly along said parallel line to its intersection with the West line of said Northwest Quarter; thence Southerly along said West line to the Northerly right-of-way line of said Soo Page 50 Line Railroad; thence Easterly and Southeasterly along said right-of-way line to the point of beginning. WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval; and WHEREAS, the City Council has adopted an ordinance rezoning the affected land from FRD to RSF-3. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and does approve the request for reclassification of the zoning from FRD to RSF-3 for roughly 12.7 acres (as legally described above), based on the following findings: 1. The requested single-family use of the site is consistent with the LA -R2 guiding of the site. 2. The requested RSF-3 zoning for this site would be consistent with the LA -R2 guiding. 3. The density, at 1.9 units per acre, would be below the goal of two units per acre, but would result in preservation of more trees and land forms than would a higher density development. 4. The lot arrangement would comply with RSF-3 standards. 5. Adequate infrastructure is available to support RSF-3 zoning. APPROVED by the City Council on this 10th day of April, 2018. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS. The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on April 10, 2018 with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this day of City Clerk Page 51 CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION APPROVING A PRELIMINARY PLAT FOR DAVID HACKENMUELLER AND TIM HIDANI FOR "THE WOODS AT TAYLOR CREEK" FOR PROPERTY LOCATED AT 5364 AND 5370 VICKSBURG LANE, AND OUTLOT B OF HAMPTON HILLS SOUTH PLATEAU (2017110) WHEREAS, David Hackenmueller and Tim Hidani have requested approval of a preliminary plat that includes roughly 21.6 acres of land; and WHEREAS, the subject site is presently legally described as follows: ParcPl 1 That part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence on an assumed bearing of North 89 degrees, 33 minutes, 19 seconds West along the North line of said Northwest Quarter a distance of 1,000 feet; thence South 44 degrees, 51 minutes, 40 seconds East along a line hereinafter referred to as Line A a distance of 1,421.74 feet to a point in the East line of said Northwest Quarter distant 1,000 feet South of the Northeast corner thereof; thence North 44 degrees, 51 minutes, 40 seconds West along said Line A a distance of 291.50 feet to the point of beginning of the land to be described; thence North 44 degrees, 51 minutes, 40 seconds West along said Line A a distance of 400 feet; thence South 45 degrees 08 minutes, 20 seconds West a distance of 587.75 feet to the intersection with a line 60 feet Northerly of, measured at right angles to, and parallel with the Northerly right-of-way line of the Soo Line Railroad; thence Southeasterly along said parallel line to its intersection with a line bearing South 45 degrees, 08 minutes, 20 seconds West from the point of beginning; thence North 45 degrees, 08 minutes, 20 seconds East a distance of 503.83 feet to the point of beginning, Hennepin County, Minnesota. AND An undivided one-third interest in that part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota described as follows: Commencing at the intersection of the Northeasterly right-of-way line of the Soo Line Railroad and the East line of said Northwest Quarter; thence Northwesterly along said right-of-way line a distance of 152.38 feet to the point of beginning; thence Northeasterly along a line radial to said right-of-way line to its intersection with a line 60 feet Northeasterly of, measured radial to, and parallel with said right-of-way line; thence Northwesterly along said parallel line a distance of 393.81 feet; thence Northeasterly deflecting to the right 90 degrees a distance of 30 feet, thence Northwesterly deflecting to the left 90 degrees a distance of 100 feet; thence Page 52 Southwesterly deflecting to the left 90 degrees a distance of 30 feet to said parallel line; thence Northwesterly along said parallel line to its intersection with the West line of said Northwest Quarter; thence Southerly along said West line to the Northerly right-of-way line of said Soo Line Railroad; thence Easterly and Southeasterly along said right-of-way line to the point of beginning. Parrel 2 - That part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence on an assumed bearing of North 89 degrees, 33 minutes, 19 seconds West along the North line of said Northwest Quarter a distance of 1,000 feet; thence South 44 degrees, 51 minutes, 40 seconds East along a line hereinafter referred to as Line A a distance of 1,421.74 feet to a point in the East line of said Northwest Quarter distant 1,000 feet South of the Northeast corner thereof; thence North 44 degrees, 51 minutes, 40 seconds West along said Line A a distance of 291.50 feet to the point of beginning of the land to be described; thence South 44 degrees, 51 minutes, 40 seconds East a distance of 291.50 feet to said East line of Northwest Quarter; thence Southerly along said East line a distance of 562.56 feet to the Northeasterly right-of-way line of the Soo Line Railroad; thence Northwesterly along said Northeasterly right-of-way a distance of 152.38 feet; thence Northwesterly along a line radial to said Northeasterly right-of-way line to its intersection with a line 60 feet Northeasterly of measured radial to and parallel with said Northeasterly right-of- way line; thence Northwesterly along said parallel line a distance of 393.81 feet; thence Northeasterly deflecting to the right 90 degrees a distance of 30 feet; thence Northwesterly deflecting to the left 90 degrees a distance of 100 feet; thence Southwesterly deflecting to the left 90 degrees a distance of 30 feet to said parallel line; thence Northwesterly along said parallel line to its intersection with a line bearing South 45 degrees, 08 minutes, 20 seconds West from the point of beginning; thence North 45 degrees, 08 minutes, 20 seconds East a distance of 503.83 feet to the point of beginning, Hennepin County, Minnesota. AND An undivided one-third interest in that part of the Northwest Quarter of Section 9, Township 118, Range 22, Hennepin County, Minnesota described as follows: Commencing at the intersection of the Northeasterly right-of-way line of the Soo Line Railroad and the East line of said Northwest Quarter; thence Northwesterly along said right-of-way line a distance of 152.38 feet to the point of beginning; thence Northeasterly along a line radial to said right-of-way line to its intersection with a line 60 feet Northeasterly of, measured radial to, and parallel with said right-of-way line; thence Northwesterly along said parallel line a distance of 393.81 feet; thence Northeasterly deflecting to the right 90 degrees a distance of 30 feet, thence Northwesterly deflecting to the left 90 degrees a distance of 100 feet; thence Southwesterly deflecting to the left 90 degrees a distance of 30 feet to said parallel line; thence Northwesterly along said parallel line to its intersection with the West line of said Northwest Page 53 Quarter; thence Southerly along said West line to the Northerly right-of-way line of said Soo Line Railroad; thence Easterly and Southeasterly along said right-of-way line to the point of beginning. ParrPI 3- Outlot B, Hampton Hills South Plateau, Hennepin County, Minnesota. WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and does approve the request by David Hackenmueller and Tim Hidani for a preliminary plat for The Woods at Taylor Creek, subject to the following conditions: 1. A preliminary plat is approved in accordance with the plans received by the City on December 7, 2017, except as amended by this resolution. 2. Approval of the preliminary plat is contingent upon City Council approval of the request to rezone the properties presently addressed as 5364 and 5370 Vicksburg Lane to RSF-3. 3. Prior to commencement of grading operations, the developer shall install and request inspection of tree preservation fencing and silt/erosion control fencing. 4. Prior to recording the final plat, the developer shall: a) Remove the existing structures from the site. Demolition permits are required for removal of existing structures that contain over 120 square feet. b) Execute the development contract and provide the related financial guarantees and fees. c) Receive City approval of final construction plans. d) Pay the required park dedication fee. e) Outlot D, as shown on the preliminary plat (shared private drive easement to the west), shall be broken up into separate outlots that align with existing lot lines in Plymouth Preserve and offered to be deeded to the owners of those lots. f) Revise the plans to provide a larger than standard turn -around at the easterly end of Ranchview Lane, as approved by staff, to accommodate the turning movement for large school buses. g) Provide any required easements and agreements. 5. In conjunction with submittal of the final plat application, the applicant shall: a) Demonstrate compliance with City and watershed requirements pertaining to drainage and treatment of runoff. b) Eliminate Outlots A -C, as shown on the preliminary plat. Page 54 6. Prior to issuance of building permits for lots abutting wetlands, permanent wetland buffer monument signs shall be installed pursuant to ordinance requirements. 7. Secondary access to the site is hereby waived. 8. Standard Conditions: a. No building permits shall be issued until the final plat is recorded, the streets (including curb and gutter installation) needed for access to lots where permits are requested are paved with the first lift of asphalt, and the sewer and water service utilities are tested and approved by the City Engineer/designee. b. Development standards and setbacks for this plat shall comply with the RSF-3 zoning standards. No variances are granted or implied. c. Any signage shall require separate permits and shall comply with the City's sign regulations. d. If the required sidewalks are not installed when the streets are installed, no building permits shall be issued for lots abutting the future sidewalk unless a separate sidewalk agreement is provided for each affected lot. e. Fire flow calculations shall be submitted with the final plat application. f. An approved looped water main system is required. g. Provide the total square footage of the largest structure in the proposed development. h. Compliance with the City's tree preservation and landscaping regulations. i. Removal of all hazardous trees at the owner's expense. j. No trees shall be planted in the boulevard. k. The preliminary plat approval shall expire one year after the date of approval, unless the property owner or applicant has applied for final plat approval, or unless the applicant, with the consent of the landowner, has received prior approval from the City to extend the expiration date for up to one additional year, as regulated under Section 510 of city code. APPROVED by the City Council on this 10th day of April, 2018. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS. The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on April 10, 2018 with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this day of City Clerk Page 55 CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION APPROVING SUMMARY PUBLICATION OF ORDINANCE No. 2018 - ORDINANCE AMENDING CHAPTER 21 OF THE CITY CODE TO CLASSIFY CERTAIN LAND LOCATED AT 5364 AND 5370 VICKSBURG LANE (2017110) Ordinance No. 2018- amends Chapter 21 of the City Code to classify certain land located at 5364 and 5370 Vicksburg Lane (2017110). A printed copy of the entire ordinance is available for inspection at the City Clerk's Office during regular office hours. APPROVED for summary publication by the City Council this 10th day of April, 2018. Page 56 rp)City of Plymouth Adding Qua[ity to Life REGULAR COUNCIL MEETING April 10, 2018 Review Deadline: June 5, 2018 Agenda 8 m 02 Number: To: Dave Callister, City Manager Prepared by: Lori Sommers, Senior Planner Reviewed by: Barbara Thomson, Planning Manager and Steve Juetten, Community Development Director Approve a Site Plan for a new Wayzata elementary Item: school for the property located along County Road 101 north of Creekside Hills 2nd Addition (2018004) 1. ACTION REQUESTED: Adopt the attached resolution approving a site plan for a new Wayzata elementary school as recommended by the Planning Commission. Approval requires a 4/7 vote of the City Council. 2. BACKGROUND: On March 21, 2018, the Planning Commission voted unanimously to recommend approval of the requested site plan. The commission suggested that Wayzata School District Department of Transportation, bus depot managers and City staff explore the possibility of having two accesses. The applicant was present in support of the request. The school district has corresponded with First Student's safety manager and location manager regarding the intersection where busses and car meet. The Buses will have the right of way as vehicles from the visitor lot will have a stop sign. The school district believes that one entrance allows for a much smoother integration of bus and personal vehicle traffic when managed on site. In addition to the applicant, an adjacent neighbor wished to speak on the project, stating that his concern for his paddock and horses that would be visible from the proposed playfield. He went on to state that his concern would be that unsupervised children would harass his animals. Staff indicated that the City did not have any codes regulating distances between these two uses. A copy of the Planning Commission meeting minutes and report is attached. Notice of the Planning Commission's public hearing was mailed to all property owners within 500 feet of the site. Development signage remains on the site. 3. BUDGET IMPACT: Not applicable. Page 1 4. ATTACHMENTS: Planning Commission Meeting Minutes Planning Commission Report with Attachments Resolution for Approval Page 2 Proposed Minutes Planning Commission Meeting March 21, 2018 MEMBERS PRESENT: Chair Marc Anderson, Commissioners Bryan Oakley, Donovan Saba, Julie Witt, David Witte, Kira Vanderlan and Justin Markell MEMBERS ABSENT: None STAFF PRESENT: Senior Planners Shawn Drill and Lori Sommers, Senior Engineering Technician Trevor Quast OTHERS PRESENT: Councilmember Ned Carroll 7. NEW BUSINESS A. WOLD ARCHITECTS AND ENGINEERS (2018004) Chair Anderson introduced the request by Wold Architects and Engineers for a site plan for a new elementary school in the Wayzata School District on property located on County Road 101 north of Creekside Hills 2nd Addition. Senior Planner Sommers gave an overview of the staff report. Commissioner Witte stated that there is adequate parking for 99 percent of the time, but acknowledged the additional parking that occurs during conference times. He asked if the applicant has calculated sufficient parking for those types of events. Chair Anderson referenced the proposed access and asked why only one access is proposed. Senior Planner Sommers stated that the school district and their engineers have reviewed the plans and other existing schools and find that there are fewer conflicts with only one access point, therefore having only one access point into the school seems to be beneficial. Chair Anderson asked if there were plans with additional access points presented. Senior Planner Sommers replied that this was the only plan submitted by the applicant. Chair Anderson introduced Scott McQueen representing the applicant, who stated that overflow parking is always an interesting situation. He noted that the proposal exceeds the ordinance requirements, and they have provided as much parking as possible. He acknowledged that it is a balancing act to plan for the large events and still manage for the daily activity and parking needs. He said he appreciated the questions related to access and noted that the number one concern when designing an elementary school is access. He stated that the number one challenge is sorting buses and parents accessing the site. He stated that the more intuitive they can make it Proposed Minutes 1 of 4 Meeting of March 21, 2018 Page 3 for parents, the safer it can be for everyone. He noted that the sites with the least amount of problems are the elementary sites with only one access. He stated they have attempted to provide the ability for parent pick-up and drop-off to occur on-site. Commissioner Witt stated that she has a concern with the parking lot over the wetlands and asked for more details on the condition of the wetland area. Mr. McQueen acknowledged the challenges of developing a school site and attempting to fit in the necessary elements. He stated they have worked around some of the wetlands on the site, however he was not able to work around all the wetlands and therefore some filling is proposed. Commissioner Witte asked if the large wetland would be fenced for safety reasons. Mr. McQueen stated that the school district does not have a policy of fencing wetland areas. Dave Ray, Anderson Johnson Associates, replied that the "wetland" in discussion is a stormwater pond, not a wetland and essentially it will remain the same. He stated that the district policy is not to enclose the ponds because it can be a prohibiting barrier for EMS response. He stated there is a chain link fence proposed between the play area and pond to discourage balls and children from going toward the pond. Mr. McQueen provided additional details on the ongoing study of traffic safety issues/concerns at various Wayzata schools. Chair Anderson asked if any discussions occurred with the bus company staff to ensure that their concerns were addressed in the study. Jon Deutsch, Transportation Manager for Wayzata Schools, stated that the bus staff meet on an annual basis. He noted that there are breakout sessions each fall where drivers are allowed to bring their concerns to the table. He advised of the two schools that continually come up in discussion and noted the new school that this school is modeled after does not come up. He stated that on the Meadow Ridge proposal, it was actually staff that narrowed the access to one point and that has worked out well because they can then regulate the traffic and speed within the site. He stated because of the success with that model, they chose to go with one access on this site as well. He provided additional details on the flow of traffic within the site for both buses and parents. Chair Anderson stated he agrees with the comments that the parents are the variable with traffic inside the school sites. He asked for details on the turn that buses will be required to take. Mr. Ray stated that the space allowed for the turn is more favorable than a traditional city street and is generous enough for buses to make the turn with ease. Chair Anderson stated that he has spoken with bus drivers about Meadow Ridge and the comment that he continues to hear is that they would prefer two access points. He said he hopes there will be more conversation as this moves forward. He asked if Mr. Deutsch received any calls today about the issue. Proposed Minutes 2 of 4 Meeting of March 21, 2018 Page 4 Mr. Deutsch replied that he did not receive any calls and stated that he has not heard one concern from anyone on Meadow Ridge. Chair Anderson opened the public hearing. Chair Anderson introduced Charles Frye, 5455 Vagabond Lane, who asked for details on the grass playfield. He identified the location of a paddock and barn where he and his wife keep horses on their property and was concerned with the proximity of the playfield to the large animals on his property. He said he was concerned with the safety of unsupervised children wandering to see the animals and then becoming injured. Chair Anderson closed the public hearing. Senior Planner Drill replied there is nothing in the ordinance that addresses the proximity of a school playfield to a barn with livestock. Chair Anderson asked if Mr. Frye's property is fenced. Mr. Frye replied that his property is fenced with a three -rail cedar fence. Chair Anderson stated there have been applications in the area for redevelopment and asked if that included this property that abuts the Frye property. Senior Planner Drill replied there currently is not an application to develop that area. Commissioner Saba asked the timing of the completion of 54th Avenue and Yellowstone Lane in relation to this project. Senior Planner Drill replied that those projects have been completed. He noted the remaining portions of the roads that would provide connection to other roadways would be development driven. Mr. McQueen stated that the school-based activities occur during the day and use of the outdoor areas would be supervised by staff. He stated there is some fencing proposed along the boundary to help in preventing balls from going into roads. He stated the district does not provide fencing for paddocks and animals in nearby private properties. He stated he is unsure of the supervision that is provided by rented users on weekends and evenings as the property becomes a public amenity. Chair Anderson stated it is great that the school district is anticipating additional growth but is disappointed with the access. He stated he would be opposing the project with the hope that there would be more discussion on whether another access should be provided. He stated it is great that there will be another school for the community. Commissioner Witte asked if an advisory condition could be added asking staff to explore that additional discussion. Proposed Minutes 3 of 4 Meeting of March 21, 2018 Page 5 Senior Planner Drill confirmed that a condition could be added to ensure that the access would function properly. Commissioner Vanderlan stated that she would agree with the comments regarding access, especially for access of emergency vehicles. Senior Planner Sommers identified a fire access drive location on the property. Commissioner Oakley noted that the applicant has stated they are comfortable with one access, and staff is comfortable with one access. He stated he would feel better if the individuals that Chair Anderson received input from would have attended the public hearing to provide the input rather than receiving secondhand information. Chair Anderson noted that he is a bus driver and has daily experience with this type of activity. MOTION by Commissioner Witte, seconded by Commissioner Oakley, to approve the request by Wold Architects and Engineers for a site plan for a new elementary school in the Wayzata School District on property located on County Road 101 north of Creekside Hills 2nd Addition, with the added condition that city staff meet with school district representatives to review whether a second access should be provided. Vote. 7 Ayes. MOTION approved. 8. ADJOURNMENT MOTION by Chair Anderson, with no objection, to adjourn the meeting at 8:28 P.M. Proposed Minutes 4 of 4 Meeting of March 21, 2018 Page 6 Agenda Number File 2018004 PLYMOUTH COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING STAFF REPORT TO: Plymouth Planning Commission FROM: Lori Sommers, Sr. Planner (509-5457) through Barbara Thomson, Planning Manager MEETING DATE: March 21, 2018 APPLICANT: Wold Architects and Engineers PROPOSAL: Site plan for a new elementary school LOCATION: County Road 101 north of Creekside Hills 2nd Addition Subdivision SCHOOL DISTRICT: Wayzata (ISD 284) GUIDING: P -I (public/semi-public/institutional) CURRENT ZONING: P -I (public/institutional) REVIEW DEADLINE: June 21, 2018 DESCRIPTION OF REQUEST: The applicant is requesting approval of a site plan to allow construction of a roughly 114,000 square foot elementary school and related site improvements for Wayzata Public Schools. Notice of the public meeting was mailed to all property owners within 200 feet of the site. A copy of the notification area map is attached. Development signage was also placed on the site. Page 7 2018004 Page 2 CONTEXT: Surrounding Land Uses Natural Characteristics of Site The site is located in the Elm Creek drainage district, but is not located in the shoreland overlay district for Elm Creek. There are three wetlands on the property with a total of .365 acres of wetland impacted by the school development. The impacts will be a result of grading for the visitor parking lot and play fields. The site contains an area within the floodplain that aligns with a portion of the wetland. Previous Actions Affecting Site In 2017, the City Council approved a reguiding, rezoning, PUD general plan, preliminary plat, and final plat for "West Plymouth Property" to allow a 111 single-family lot development. The preliminary plat and final plat included the future Wayzata School district site. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city's discretion in approving or denying a site plan is limited to whether or not the proposal complies with the comprehensive plan and zoning ordinance requirements. If it meets these standards, the city must approve the site plan. Page 8 Adjacent Land Use Guiding Zoning Single-family subdivision: North "The Enclave at Elm Creek" LA -2 PUD West (across County City of Medina —single-family homes Road 101) East Large rural parcels- each contains a single-family home LA -RT FRD Single-family subdivision: South "Creekside Hills 2nd Addition" LA -2 RSF-3 Natural Characteristics of Site The site is located in the Elm Creek drainage district, but is not located in the shoreland overlay district for Elm Creek. There are three wetlands on the property with a total of .365 acres of wetland impacted by the school development. The impacts will be a result of grading for the visitor parking lot and play fields. The site contains an area within the floodplain that aligns with a portion of the wetland. Previous Actions Affecting Site In 2017, the City Council approved a reguiding, rezoning, PUD general plan, preliminary plat, and final plat for "West Plymouth Property" to allow a 111 single-family lot development. The preliminary plat and final plat included the future Wayzata School district site. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city's discretion in approving or denying a site plan is limited to whether or not the proposal complies with the comprehensive plan and zoning ordinance requirements. If it meets these standards, the city must approve the site plan. Page 8 2018004 Page 3 ANALYSIS OF REQUEST: Site Plan The requested site plan would allow construction of a roughly 114,000 square foot elementary school for Wayzata Public Schools. The new school would serve children from pre -kindergarten through fifth grade. The site contains 21.64 gross acres in Plymouth and 2.031 gross acres in the City of Medina. The portion of the site located in the City of Medina will contain a trail connection to County Road 101 and culvert improvements. A condition has been added to the resolution stating that all required approvals must be obtained from the City of Medina. The zoning ordinance contains specific standards for approval of a site plan, and for development in the P -I zoning district. Staff used these standards to review the proposal. The specific standards that apply are as indicated on the following table. Standards for Educational Facilities in the P -I District Specified Proposed Complies? Building Setbacks: --Front (north — from 54th) 75 ft. (min.) 145 ft. Yes --Front (west —from County Rd. 10 1) 75 ft. (min.) 140 ft. Yes --Sides (east) 75 ft. (min.) 215 ft. Yes --Rear (south) 75 ft. (min.) 462 ft. Yes Parking Setbacks: --From Lot Lines: 20 ft. (min.) 84 ft. (from County Rd. 101) 100 ft. (north 54th Ave.) 140 ft. (east 54th Ave.) Yes --From Building: 10 ft. (min.) 10 ft. Yes Parking Spaces: 153 (min.) 13 b24us stalls Yes Building Height: 45 ft. (max.) 44 ft. Yes Structural Coverage: 50% (max.) 16% Yes Lighting: --Fixture Height 25 ft. (max.) 24.5 ft. Yes --Lumens/sq. ft. 1.25 (max.) 1.10 Yes Building Materials The primary building materials for the school would include brick, glass, and pre -finished aluminum panels. The proposed building is similar to the existing Meadow Ridge Elementary school. The proposal would comply with city regulations relating to building materials and design. Page 9 2018004 Page 4 Access The subject site is adjacent to County Road 101 to the west and access to the site would be via a driveway connection off 54th Avenue. In the future, a traffic light will be installed at the intersection of County Road 101 and 54th Avenue. This matter is addressed in the attached resolution. School Buses School bus queuing would occur in the west portion of the east (staff) parking lot. A portion of the bus queuing area would be designed to serve as overflow guest parking for after-school events such as parent/teacher conferences and concerts. Lighting The subject site is in lighting zone 1 (LZ I) and is required to meet the requirements under section 21105.06 of the zoning ordinance. The proposed lighting plan would comply with City regulations. Landscaping The zoning ordinance requires 83 new tress in conjunction with this project. Under the plan, 90 new tress as well as ornamentals and shrubs would be provided. The trees will be located around the perimeter of the property. The proposed number of plantings would comply with City regulations. City staff is requesting that additional landscaping be provided for the area north of the entrance in a manner that provides year-round screening of headlights for the single-family lots north of the school site. Chiller A chiller unit (part of the air conditioning/air handling system for the building) would be contained within the enclosure for the electrical transformer and emergency backup generator located east of the building. The chiller would be located roughly 215 feet from the north property line. The peak noise level from the chiller would be 42 decibels at the lot line, which is under the allowable noise levels pursuant to City ordinance and state noise standards. Stormwater Runoff The city requires that storm drainage systems be designed so that the post -development rate of runoff from a site does not exceed the pre -development rate of runoff. Additionally, the city requires treatment of stormwater runoff before it enters the drainage system. To address runoff and water quality, the site would include one wet -detention pond to serve the school area. A condition in the attached resolution requires that the plans be reviewed and approved by the Engineering Department, and Page 10 2018004 Page 5 that the applicant obtain any required permits from other agencies, including the watershed district, prior to issuance of a building permit. Conclusion on Site Plan Staff finds that the proposed site plan would comply with all City regulations. RECOMMENDATION: Community Development Department staff recommends approval of the site plan for Wold Architects and Engineers for a new elementary school, subject to the conditions listed in the attached resolution. If new information is brought forward at the public meeting, staff may alter or reconsider its recommendation. ATTACHMENTS: 1. Draft Resolution Approving Site Plan 2. Location Map 3. Aerial Photo 4. Notification Area Map 5. Applicant's Narrative and Site Graphics Page 11 Legend nd Subdivisions -Proposed Wayzata Elementary School C, commercial CC, City Center County Road 101, North of Creekside Hills 2nd LL] CO,Commercial Office ® IP, Planned Industrial Request for Site Plan OLA -1, Living Area 1 LA -2, Living Area 2 LA -3, Living Area 3 570 285 0 570 1,140 ® LA -4, Living Area 4 ® LA -R1 Feet ® LA -R2 ® LA -R3 City of 0 LA -RT p 1� Plymouth, Minnesota ® P -I, Public/Spn ic/Ihktional 2018004 Wayzata Elementary School County Road 101, North of Creekside Hills 2nd Request for Site Plan 330 165 0 330 660 Feet city of Page 13 Plymouth, Minnesota Hennepin County Locate & Notify Map Date: 2/22/2018 ...............Hackarnorc Rd...................... .................... 47 2 e El b C Efm 1Y ds NotthvRst Gr een way r S. H+{IhwaY: 55 C Schmidt Lake c T o a Buffer Size: 200 feet 0 470 940 1,880 ft Map Comments: I I I I I I I I I Wayzata Elementary School This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us Page 14 Submittal to City of Plymouth on behalf of Independent School District #284 for the New Elementary School project, located at property ID #0611822320001. Site Plan Submittal Narrative: On behalf of Wayzata Public Schools, we are submitting for City approval for Site Plan Permit. The proposed building and site is for a new 114,000 square foot K-5 elementary school, with pre -kindergarten programs on approximately 18 acres. This building is a replication of the recently constructed "Meadow Ridge" Elementary School, complete with the addition that is currently being constructed. Location of the site is along County Road 101. The site development will include full grading, ponds, parking and driveway paving, hard and soft play areas, as well as grass play fields. Underground utilities will be provided through the site. Private utilities include water that will loop the building, sanitary sewer connected to the east, and storm sewer directed to a proposed site pond. Page 15 RS Benn,Ge are mxa n. r,a Nennngn Cw ry Gwdcala8riln.-r INAL B3-'.3%+dj.) 50 25 0 25 50 100 SCALE M FEET SURVEY LEGEND v N 1 V CAST IRON MOIALMENT WOE WALK- ELEVATION O BITUMINOUS M A e D GATCN BASIN FRE FIRST ROCK ELEVATION BUILDING SETBACK LINE e) PueelAnvinfowetlon. 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REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, 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. i ❑ I =� _ STMH 7.84 y� j��L �' \ I 4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. a Rim=977.3 1\ BENCHMARK a _ I EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN UI I ` Inr-969.4 SMEl H \ TNH=y7y 22 I �I I I DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND CBRIM=9 7.3 Ri =9 .8 1 `\ \ (] INV_i9 8.8 ,q\ I THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE Inv 981 8s - \ R I I` CHARACTERISTICS. 1 RCP I I � \ ii " B• I \\ \� g \ t 1 5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE it I \ \ \ BEE I \ \ ALL PRIVATELY OWNED UTILITIES THAT MAYBE DISTURBED BY CONSTRUCTION OPERATIONS. 6 RM=969.7 \ Inv=965.9 LEGEND ICE LOCATED I I REMOVE TREES DECEMBER 11, REFER TO UTILITY PLAN FOR TREATMENT 2017 1-969.1 Rim=975��'. , \ \ \ \ `\ �� 1 \ \ PROPOSED WETLAND TO BE FILLED - - I \\\ a�, `\ \ ® TREE REMOVALS n I -PROPERTY LINE III 1 7.. \\ \ a\I`r-967.31 III I 7.. REMOVE TREES\ \\ \\ BENCHMARK 5'. ICE LOCATED \\\ \ '\/ 6y\� TNH=976.36 \' j DECEMBER 11, 2017 I 12• 4" II I .. EXISTING WETLAND TO chs \\\ \ \� RIM m= II I ''......... . . . . . .' Ri972.4 \ \ JNV = 7. BE FILLED (15,672 S.F.) In -967.5 \\ >a \ \\ III ................... 4.. \� \ \,\'\A\ II I '•'•'''•'•'•'•'''.'.'- 5 REMOVE TREES • IN PLUG I .......... INV.=963.75 J `{JLT�AND,; REFER TO UTILITY PLAN FOR TREATMENT \ \ \ I I.. �\ \\ rc I AREA=15.6}2- '; \\\\ \ \ Is REMOVE TREES \\\ \ 6 15 JI1 R \ \ 1nH-9889. REMOVETREE IIII \\ \\ \ \ ENCHMARI I REMOVE TREES \ TNH=980.9 +r I \\ \ RIM REMOVE TREES RIM=978.6' INV.=945.8 5" \ ROTECT \ \ 1 \ BITbfYINOUS '� PROTECT CURB AND GUTTER \ /2 \ \\ REFER TO UTILITY PLAN FOR TREATMENT \ \ m I \\ �\ RCBS I I Rim= 975.0 I Inr-970.8 S y / \ In -967.2 Rir--967.2 / \ \\\ m=971.8 993 I 1 MATCHLINE MATCHLINE \ \\ \\ E i REMOVETREE °"A FSSM\ INy 9 I 1 81r \ I I 'v I I WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 i7wol WOLD ARCHITECTS AND ENGINEERS 332 Minnemn Sven, Suite W2000 Saint Poul, MN 55101 w Idac.mm 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES, hereby thanibisplan sacfi pi -nor reportwasptl by me« undernudirect supeni b endthenIemaduly Licensetlrapara PROFESSIONAL ENGINEER uMertbe laws of the state of MINNESOTA I� DAVID A REY RaalNraapn N -b., 40180 Data XX/7WXX Comm: 172248 S Date: 07/1112078 RIm=971.6 Inv=967.0 Drawn: MET (1) 1D Check: DAR North 5 TREE REMOVALS \ 4 AND WETLAND \ cBs -,,, FILLING In -96 PLAN NORTH CITY SUBMITTAL NOT FOR CONSTRUCTION S-IS: 1=40' GP 4.111 MN m 1 2 3 4 5 6 . . 7 6 REFER TO UTILRY PLAN FORTREATMENT-"'AD�B a. 9j0 \ \ \ CBS 1 / K \ \ y Rim=975.0 A \\ Inr--97 970. 1. 8 Si / `� \ `` I I \\ \\\ \\ min=esi'z//=' I \ /> 1 I I MATCHLINE MATCHLINE IMMMM� � MMMr MMMM� MMMM� MMMM� MMMM� � � � � MMMM� MMMM� MMMM� MMMM� � � � � MMMM� MMMM� MMMM� MMMM� � � � � MMMM� MMMM� MMMM� MMMM� S\\ , REMOVE TREE O SMH RIM=2� In \\ INV.=94`& REMOVE BUILDING NOTES: BUILDING 1. 12.3X10.3 REMOVE 126 SQ.FT. 10' REMOVE TREE - -589°5 "E - 287.74.74 ------ RIM=963.8 SMH a RIM=972.2 -- o -------- EDGE OF TRE - -- E - _ r 970.2 j DRIP LINE 9678 96 965.8 INV= 968.2 E 971.0- - - - - - - - - - - - - - - 76 0.4 r N86-uu �» 120.99, 1 � Ag�gi loo N65ii5� � i IIJ rn 1 IL 27" FRP SN 7 --- - - ---- D R A I N A G E A N D 963.1 963. 66-8 ENTERLIN - - - - - 962.7 OF CREEK 962,3 WETLAND AREA -37,820 CENTERLINE - - - - - - - - - - - - SQ.FT.- - - AF -OF- WAYZATA N E W ELEMENTARY #9 m Plymouth, MN 55446 / Independent School a District #284 m m 210 County Road 101N --- Wayzata, MN 55391 Rim=971.6 Inr--967.0 m CBS Rim=969.4 Inv=965.3 NW. 963.4 SW. a -11rA 'w ol�Z�l Rim=969.°1`\ Inr- "I £ Iv m \ 962.8 SE. \ Imo 1 / I� 4 I 1 SMH / 11. RIM=963.4 / `1(( INV=940.0 / 21.34 \ �} 53.21 .� N45°52'09"W�/ ,@9°36'58"�� i SMH RIM=963.9 7/ \ INV.=929.1 / =A S89°59'01"E / 474.79 ' -------------------------------- 2 ------------- 2]" FRP - 72 ----------- SMH> SMH RIM=961.0 RIM=963.8 INV.=929.2 ' UTILITY EASEMENT ----- EDGE OF TREE 982 DRIP LINE -/ --t- - - 981.5 20 FEMA FLOO- - - - - - - - - - - - - - - - D - / -� - - - o.o - - - ZONE A PER 963'9 41 9641 963.0 961.3 a 959.5 -_� DIGITAL FIRM I _ -`---------- ------ „CENTERLINE - ---�- ---------- -- ------ -OT-CREEK 958.] INV.1 956.8 ----------- - - - - - 958.6 IN 1 95].1' o. 1 A 1 LEGEND NOTES: • ® TREE REMOVALS 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES - - - -PROPERTY LINE / (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, / r 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. F 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 CHARACTERISTICS. S. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS. rwol VVVLL) AKcrn I I_GI S S AND ENGINEERS R Ir 332,Mi ora Sacrr, Suirc W2000 >\ Salm Paul, MN 55101 ,i _Id.... 1651.227.7773 1 A ANDERSON -JOHNSON AS01V-JES, rNc. ')`N r, au�»aw�� smrezw - rnowr ru,ss CBS Rim=965.: 1-9 0.1 959.7 INV /fiy / moo M1erabY carry d iMa Plea ePaclhoe r re wea Pre9ered me «v"a°, «v wren:vP"rv�:ro" ""a m� I e« "avry ��rQ":ea / PROFESSIONAL ENGINEER / "ntlerllmelawsnllme6le 1 MINNESOTA / r DAVID A. REY ' Ra91a°a N"m 40180 Dela XX/XX/XX IN\ CITY SUBMITTAL NOT FOR CONSTRUCTION Comm: 172246 Dote: 01111/2018 Drawn: MET Check: DAR North TREE REMOVALS AND WETLAND FILLING PLAN SOUTH Scal e: 1" = 40' GP 4A 2 MN 0 UE A U C U I MATCHLINE I 1 I� 11 II I I F 11 I� II I I 1 1 LEI 5000 P p 3 ; 9 _ I•f ■ 5 I ®I OI hereby dfy that this Flan sOaclfi—n pr repM was Prepared by U me de,nudirect supervision .dtha Il a Iy LIrensetl PROFESSIONAL ENGINEER 111 .M thel.dthe Steleof MINNESOTA 9 850.00' Vk, O O PROPOSED BUILDING REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LAYOUT WIDE SINGLE WHITE P(JNTBTRIPE\ \ \ 7 g NOTES: 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB. 4. 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 OR SEEDED. 5. 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. 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RESEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. LEGEND PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB ® PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT ® PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT PROPOSED CITY TRAIL BITUMINOUS PAVEMENT 000000000000 PROPOSED SOFT PLAY AREA PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP d PROPOSED TRAFFIC CONTROL SIGN ® PAINTED ACCESSIBLE SYMBOL O PROPOSED MANHOLE (MH) ® PROPOSED CATCH BASIN (CB) d PROPOSED FLARED END SECTION (FES) + PROPOSED HYDRANT (HYD) N PROPOSED GATE VALVE (GV) ® PROPOSED POST INDICATOR VALVE (PIV) ® PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS — — — — PROPERTY LINE O I/ BENCHMARK \TNH=980.91 MONUM SIGN OWNER O I I \ I \� m \ \\\\ 4"WIDE DOUBLE YELLOW PAINT SIRIPE \ \\ I \\ \ I O v TIDE SINGLE WHITE PAINT STRIPE \ \ \ 9' x 18.5' STALLS \ (TYPICAL) \ \ MATCHLINE,_" tm, \ \ \ i \ WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101N Wayzata, MN 55391 i7wol WOLD ARCHITECTS AND ENGINEERS 332 Mine= Sue t, Suite W2000 Saint Paul, MN 55101 w Idac... 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES, INC. _ I•f ■ 1.4 OI hereby dfy that this Flan sOaclfi—n pr repM was Prepared by U me de,nudirect supervision .dtha Il a Iy LIrensetl PROFESSIONAL ENGINEER 111 .M thel.dthe Steleof MINNESOTA j NIDAVID A. REY ReaiNredpn Npmber 40180 Data XX/1WXX INMI� 850.00' Vk, O O PROPOSED BUILDING REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LAYOUT WIDE SINGLE WHITE P(JNTBTRIPE\ \ \ 7 g NOTES: 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB. 4. 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 OR SEEDED. 5. 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. 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RESEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. LEGEND PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB ® PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT ® PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT PROPOSED CITY TRAIL BITUMINOUS PAVEMENT 000000000000 PROPOSED SOFT PLAY AREA PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP d PROPOSED TRAFFIC CONTROL SIGN ® PAINTED ACCESSIBLE SYMBOL O PROPOSED MANHOLE (MH) ® PROPOSED CATCH BASIN (CB) d PROPOSED FLARED END SECTION (FES) + PROPOSED HYDRANT (HYD) N PROPOSED GATE VALVE (GV) ® PROPOSED POST INDICATOR VALVE (PIV) ® PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS — — — — PROPERTY LINE O I/ BENCHMARK \TNH=980.91 MONUM SIGN OWNER O I I \ I \� m \ \\\\ 4"WIDE DOUBLE YELLOW PAINT SIRIPE \ \\ I \\ \ I O v TIDE SINGLE WHITE PAINT STRIPE \ \ \ 9' x 18.5' STALLS \ (TYPICAL) \ \ MATCHLINE,_" tm, \ \ \ i \ WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101N Wayzata, MN 55391 i7wol WOLD ARCHITECTS AND ENGINEERS 332 Mine= Sue t, Suite W2000 Saint Paul, MN 55101 w Idac... 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES, INC. Corn- 172246 Date: 01/1112018 Drawn: MET (D Check: DAR North g ❑ O NC9MaRK SITE I% PLAN /V NORTH CITY SUBMITTAL NOT FOR CONSTRUCTION Scale: 1-40' 40' GP 4 .1R1 1.4 OI hereby dfy that this Flan sOaclfi—n pr repM was Prepared by U me de,nudirect supervision .dtha Il a Iy LIrensetl PROFESSIONAL ENGINEER 111 .M thel.dthe Steleof MINNESOTA j NIDAVID A. REY ReaiNredpn Npmber 40180 Data XX/1WXX Corn- 172246 Date: 01/1112018 Drawn: MET (D Check: DAR North g ❑ O NC9MaRK SITE I% PLAN /V NORTH CITY SUBMITTAL NOT FOR CONSTRUCTION Scale: 1-40' 40' GP 4 .1R1 MN N MATCHLINE I I I I� II II I B ' I I I I I I III II D II Is] R50A0' L 4 O O s s N86°00'24"Eo 120.99, IJC S89°59'01"E I 287.74 i _ _ _ _ _ _ _EDGE OF TREE r DRIP LINE I I /1 - - - - - - - - - - - - - - - - - — - - - - - - - E U WETLAND ^/ 820 AREA=37, — — SO.F7,820 — 474.79 ---------- ❑ i 21.34 N45°52'09"W N WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 \ ' I PROPOSED CONCRETE WALK 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. MDE DOUBLE YELLOW PAINT S)TPE PROPOSED CONCRETE SLAB -WIDE \ WOLD ARCHITECTS a SINGLE WHITE PAINT STRIPE AND ENGINEERS ZO E 1 332 Minnesota Strew, Suite W2000 � � \ t \\\ Saint Poul, MN 55101 S.18.9STALLS � w Idac.mrn 1651.227.7773 (TYPICAL) 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RE -SEED ALL APPLICABLE AREAS, MATCHLINE \ ASSOCIATES, 6: PAINTED ACCESSIBLE SYMBOL rNc. a PROPOSED MANHOLE (MH) ® PROPOSED CATCH BASIN (CB) d PROPOSED FLARED END SECTION (FES) _+ PROPOSED HYDRANT (HYD) 474.79 ---------- ❑ i 21.34 N45°52'09"W N WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 /„vrn by \ / hbnra�e O 2 � Q D r / W ti <� r InareSv aaniry that mia pian aoac dtha«r dr lyaoraoarea 5y r me «""ser my siren:ane«iaio" awes mat I— a aaiv Li PROFESSIONAL T L T Y E A S E M E N T �_------- PROFESSIONAL ENGINEER EDGE OF TREE ' aaa«mel.dtheslamor MINNESOTA ----DRIP LINE �FE — — — — — — — — — — — — — — — — — MA FLOOD 1 _ ZONE A PER — I DAVID A. REY DIGITAL FIRMa ams Num 40180 Dab XX1=XX —` — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a r I I —� — — — — — — — R. -m. —__—__—__— I criPBon Date Num FL. LEGEND ' I PROPOSED CONCRETE WALK 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. \ 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. PROPOSED CONCRETE SLAB v \ WOLD ARCHITECTS Y AND ENGINEERS ZO E 1 332 Minnesota Strew, Suite W2000 � � \ t S. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR Saint Poul, MN 55101 �\ � w Idac.mrn 1651.227.7773 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RE -SEED ALL APPLICABLE AREAS, } 53'21ANDERSON-JOHNSON $89 36'5 �� ASSOCIATES, 6: PAINTED ACCESSIBLE SYMBOL rNc. a PROPOSED MANHOLE (MH) ® PROPOSED CATCH BASIN (CB) /„vrn by \ / hbnra�e O 2 � Q D r / W ti <� r InareSv aaniry that mia pian aoac dtha«r dr lyaoraoarea 5y r me «""ser my siren:ane«iaio" awes mat I— a aaiv Li PROFESSIONAL T L T Y E A S E M E N T �_------- PROFESSIONAL ENGINEER EDGE OF TREE ' aaa«mel.dtheslamor MINNESOTA ----DRIP LINE �FE — — — — — — — — — — — — — — — — — MA FLOOD 1 _ ZONE A PER — I DAVID A. REY DIGITAL FIRMa ams Num 40180 Dab XX1=XX —` — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a r I I —� — — — — — — — R. -m. —__—__—__— I criPBon Date Num FL. 0 PROPOSED POST INDICATOR VALVE (PIV) CITY SUBMITTAL PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE NOT FOR CONSTRUCTION Comm: 172246 Date: 07/1112078 Drawn: MET (1) Check: DAR North SITE PLAN SOUTH Scale: 1-40' 40' GP 4 =R2 LEGEND NOTES: PROPOSED CONCRETE WALK 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. PROPOSED CONCRETE SLAB 3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB. ® PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT 4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE ® PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT S. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR DPROPOSED CITY TRAIL BITUMINOUS PAVEMENT A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO DPROPOSED SOFT PLAY AREA ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RE -SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. ol PROPOSED TRAFFIC CONTROL SIGN 6: PAINTED ACCESSIBLE SYMBOL a PROPOSED MANHOLE (MH) ® PROPOSED CATCH BASIN (CB) d PROPOSED FLARED END SECTION (FES) _+ PROPOSED HYDRANT (HYD) H PROPOSED GATE VALVE (GV) 0 PROPOSED POST INDICATOR VALVE (PIV) CITY SUBMITTAL PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE NOT FOR CONSTRUCTION Comm: 172246 Date: 07/1112078 Drawn: MET (1) Check: DAR North SITE PLAN SOUTH Scale: 1-40' 40' GP 4 =R2 MN N UE A 5.6 9E CBS RIm=985.0 Inv --982.3 U 1 2 3 4 5 . . g . . 7 g ; w In -97°9 LEGEND GENERAL NOTES WAYZATA NEW �y(� _ \ / /'q/ 1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. ELEMENTARY it.7 \983.0 `- \\ \`\\\ _ /• � ---EXISTING CONTOUR 9.8 \� \ \ Yr, 9 • / E 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION app * 985.7 EXISTING SPOT ELEVATION STAKING / LAYOUT. D J 3 M 995 PROPOSED CONTOUR 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, 98 ) 982.2 / / / / 4a \ 6 /'` ! / \ INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE Plymouth, N 55446 2 f /¢' 1 "e PROPOSED SPOT ELEVATION CITY. 986 _ 98E3-gg7.p__�•*A' i. 880.6 m i \ - - - - - - - PROPOSED GRADING LIMITS 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION g�'0 STM 7.84 m' /II ¢¢ ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS 986.4 \ / 979.4 / RI 77.3 / `L --BENCHMARK APPROXIMATE SOIL BORING I TEST PIT LOCATION -7 1 ggi 1� y s X 969.4 f ` 1MH 9 7.3 TNH=979.22 �6-t MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. ,�CB -�` 976 �I V.=9 8.8 \\� o PROPOSED MANHOLE(MH) 5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. Independent School Riv 9818r K /r /�- l \\\\\\ \\ \ 1\ / 977➢Y1. ���\, �\ �� M \\�\� \ \ \ / ��' 97 .J " S• \1-. \ ® PROPOSED CATCH BASIN (CB) 6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF �{ ' RCP 1111 Illi/ �. p;.\�\ \\\ \\\ �9 7 / \\ 977 91]. \� 1 MATERIALS TO BE HANDLED. DIStCICt fr2H4 97 \\\9 g 'h d PROPOSED FLARED END SECTION (FES) 210 CountyRoad 101 N II III 111111 \ III1\\\\ \� I / / \ \\ BEE 7.0 / RIm= 7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. PON l Wayzata, MN 55391 9 77, �\ a/s � \ Inv= � PROPOSED HYDRANT (HYD) y 975 v\ 8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. g75.5�\ 7a•p �'\ N PROPOSED GATE VALVE (GV) / I I 1 5 \ • \ \ \\\ �` ICE CA o7 66S \ \ S. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT. \\\ ER �\ (b'aR�,L 975.1, \\ ® PROPOSED POST INDICATOR VALVE (PIV) jt ^ / \ \ 10. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OF \ \l\ \`\\\ I `�\\\ / �, \ PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS SECTION 01 8913, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BE 997.6A j\i�� \�\ \\ 1 L -11\I y=Z �'\ I 974.5 \ �'\\ PROPERTY LINE WRESPONSIBLE FOR FULL IMPLEMENTATION OF THE SPPP. \ \ \ \ \\ / 62.2 \ Rc a, \+ G' 11. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED "[7, \ \ \ \\ \ \ \ \ \ DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION • • (�\ \�\\\ 985.'/y ^� AST RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. g ✓� II {I� :I\ / \\\ �]41 \CHMARKS 9a5.i\ `V \ ' \ �dI9]AS---� i 9i91i '\': �_\. ai:e BEN(FIELD VERIFY BEFORE USING) 12. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 9 ET111- WE I- X\ \ \ \ IIT \-5 \ \ P \ \ \ SB '47 �; 3 966.6 \___________ _ _ _ _ --- -------- ______ __- 983.7 _' _ _ / _ _ _ •983.X\ 85.1 \ . ses}tg�3�OP0 QIITG,-s 01, \V e/gg7,5j9�uU_PPER LEVEL F.F.E.=994.33=ARaKO 1\\\ i IL JI LOWER LEVEL F.F.E.=961.0=ARCN\,/ \.98 B 14 989.4 B % -�T� / / 987.4 Wzd � j ®986.8 1 I I 1 l 985.33 - Elevations an: based on Hennepin County Control Point Station Name: HACK which has an elevation of. 970.69 feet 13. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. (NAVD88) 14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. 15. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. \\•\RIM 7.\ 16. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 90.1 OR 90 SHALL BE UNDERSTOOD TO MEAN WOLD ARCHITECTS \ 990.1 OR 990. AND ENGINEERS 974.5 17. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES, 332 Mivnemta Sven, Suite W2000 \ UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING Saint Paul, MN 55101 � PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITH \\ LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS. wo ldu.mm 1651.227.7773 975.4 , d• \ 18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN \ ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT ANDERSON -JOHNSON 975.9\ SUITABLE MATERIAL AND EXPORT UNSUITABLE I EXCESS I WASTE MATERIAL AS REQUIRED. ASSOCIATES, A� ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL rNc. Vgz-- 34;e 'ffTg TO THE CONTRACT. 19. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTALTO I' VERTICAL (4:1), UNLESS F rv)�I ♦r - 5«« - rvnv�f'��y OTHERWISE NOTED. 20. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. \ 2 971. ��\'OLc, 21. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A 4. 74.4 /•u� CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE y v, ` ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. 8 \ l 22 FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SEED OR RE -SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 1 \ \\ \ I 1 23. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER _.5Mh POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET RI =978 HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION INV.=94: DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF e \ THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). 24. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL \ \ \ \ \ EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE I ha,aby ea d that tha Pian, s ficaEono, aPW vaa PreParea by me«vaaar n,v alren:vna«�aaa ana matlan,aavly tleamaa BEGINNING CONSTRUCTION. PROFESSIONAL ENGINEER \/FIEVIEN/I 2\�on 1thel-1theS.1 MINNESOTA / �I�IDAVID A. REY tU�98ST- f/Nk �Raalu,aaoo Ran,ha,40180 Data XX1XX1XX P KIm..SUS ALLS170 CAR STA \ -\\ \ •g� $ \ CB$ Revnione 0� r �� �� \ \ \\ / ` , �• 0j4\ RI. -(D enPuoa Data rvvm Inr-971.1 N51 `1-- 970.8 - 3r Lc $ / 9�\ ``5.5 ��(ya 0 f \ \ CBS \ \ \ \ gy Rim=971.8 974 ��\ Irr-967.2 j I 91A - 9- \ j m' Comm: 172246 / \ 1 R1-971.6 Data: 01111/2018 1 972 0 v=967.0 Drawn: MET \ \ Check: DAR North RIM=0 2.9, \\ I 1 INV =94y + C 70.6 \ \9]291 �9 ARK GRADING AND ' > DRAINAGE I / 9 J `B` PLAN Rim \ _ r` NORTH Scale: 1-40' 40' CITY SUBMITTAL GP !�NOT FOR CONSTRUCTION4 31 A MN B c U A F 2 3 ; 5 g 7 8 WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 ee WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Sce t, Suite W2000 Saint Poul, MN 55101 woldac.mrn 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES, INC. harahy nanny that ha platy ---r rapW wen oraoared by ma«nndar nu—ansa—b and than am a daffy uaanaed PROFESSIONAL ENGINEER und-helawa Nthe9ta 1 MINNESOTA DAVID A. REY Raaon Number 40180 Data XX/1WXX LEGEND NOTES: 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. ---9W--EXISTING CONTOUR Comm: 172248 x ees 7 EXISTING SPOT ELEVATION Date: 01/1112018 ----995— PROPOSED CONTOUR Drawn: MET Check: DAR North f 9a.6 PROPOSED SPOT ELEVATION PROPOSED GRADING LIMITS GRADING AN D '9-1 APPROXIMATE SOIL BORING 1 TEST PIT LOCATION DRAINAGE O PROPOSED MANHOLE (MH) PLAN ® PROPOSED CATCH BASIN (CB) SOUTH d PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) N PROPOSED GATE VALVE (GV) ® PROPOSED POST INDICATOR VALVE (PIV) 40' Scale: 1-40' ® PROPOSED BUILDING STOOP -REFER TO ARCHITECTURAL PLANS CITY SUBMITTAL — — —PROPERTY LINE NOT FOR CONSTRUCTION GP4 :32 MN UE A 9E CBS RIm=985.0 Inv --982.3 2 3 • �__-__�__�___ RM=97; IN V 7 94! nr II �1Q, 7D � N /I $TM\ 7.84 � �8� ❑ ! I I I R i � ra 1 I / � .I=,�oao a3 / MH y J\ 1\ %� \ \ \\ v 1 \\ \ \ \\ \\\\\\ \ \ S RIM \\CI kV. 971 \\\. .\\.t 48" \\9;\\\\\\\\ II\\\\\\\\\\ I III I TOR PA I �II II I A Ytp yyy H 111 q 5 6 7 g �; 1n�9709 LEGEND NOTES WAYZATA NEW��yy((�� / 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. ELEMENTARY 17.7 ----JgB----EXISTING CONTOUR 1 2. ALL WATERMAIN SHALL BE AW WA 0900, CAST IRON OD, DR 18, PVC PIPE INSTALLED IN `995 - PROPOSED CONTOUR ACCORDANCE WITH ASTM D2321. ALL WATERMAIN SHALL HAVE MINIMUM 8'41 BURY (TOP OF PROPOSED SPOT ELEVATION PIPE TO FINISH GRADE). \ 3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE Plymouth, MN 55446 - - - - - - - PROPOSED GRADING LIMITS NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. \ - onPROPOSED SANITARY SEWER 4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN HMARK ii PROPOSED STORM SEWER ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 979.22 I PROPOSED WATERMAIN 5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: Independent School `\ a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL p O PROPOSED MANHOLE (MH) PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. District#284 `.\ b. ACCEPTABLE MANUFACTURERS/PRODUCTS: BEE a PROPOSED CATCH BASIN (CB) I. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" 210 County Road 101 N Rim- \ PRESS -SEAL, WATERSTOP GROUTING RINGS" Wayzata, MN 55391 \ Inv d iii PROPOSED FLARED END SECTION (FES) OR APPROVED EQUAL. PROPOSED HYDRANT (HYD) 6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, a CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE N PROPOSED GATE VALVE (GV) FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE PROPOSED POST INDICATOR VALVE (PIV) CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). O PROVIDE VERTICAL BENDS IN NIMUM " VERTICAL SEPARATION REQUIRED TO ACCOMPLISH PROVIDE 7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER \ CO \ \ + POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF • • \ \ PROPERTY LINE THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). 8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING II I� CONSTRUCTION. 9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND NS WITH MECHANICAL CONTRACTOR. �RI 9.CONNECTIO 23q \ ���� RIM 7 .` �` 10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF WOLD ARCHITECTS BE �\ \ GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS AND ENGINEERS \ SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB RIM 980.8 \\,per AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH 332 Hinson ee Svt, Suite W2000 INV. 91; •\\ \ BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. Saint Paul, MN 55101 1 a2\ _ LUG 9j \ \ ,� `C� woldat.mm 1651.227.7773 i9� INV.- SF =9963.0� B. \ • I / t I - - 92'-18•PVC % / __-____-1 III I I 1 r TYE \\\\----_- _ - ---__ / / ______ I I 90/ /dd/ / ( /]3/.4j -/i PVC (�0 2 \`\ _= _-- __ _ 3c-4&'RSP�9 _- V.o/ 1 / RIM UPPER LEVEL LEVEF.F.E.=994.33=ARC.14.{0{ \ \ LOWER LEVEL F.F.E.=981.0=ARCH B�'d}' I / \8"DO ESTI / IB"[�J 81.0 l I �h[�FIRES RVIGE / r!'GV /%P9'UTtNDIC TQR V�V RA Y2 61• FIRE DEP ARODMNECTION /EE / / HVQRANIT 0186" ` II MH 10J` \ +\9; \_ ON UCTURE OVER .g U E ER TAT Col` 'd\ uMermelawa oftbestateof MINNESOTA I� DAVID A. REY RIM- 70.8 / Reeiu-n-Number40180 Dab XX/IIXIXX I I m L___ \ Revieione INV. -9 enp6ea Date rv�m \ � I \I I -PV 2.11% 7, I I I 9jB 1 1 1 % PLAN I 1 1 I / I I \ h "RCP / IM• 5 7 � / • /� % / -1016 TEE -Bze TE/ 1 RIM=980.1 ,911 RIM INV.=9]1.10.1 \ \ 6.: GV J/ r / Y RRIRV \ \ \ ��\ `\ (h �\ \\ \ \� \ CBS 'n:.e�• // / ��' /i // // / / / / / r / / _("BUS ALLS, 170 CAR BTAL ) r �\ \ �� `018 \ \\\ \ RIm=975.0 MH 106 / / / / / / / / / / \ 1 8"PVC t�2.09% l {� \ / �•+ _ RIM =990.2/- \`/1 \ \ \\ \ \\ \1 / A IN -971.51 9 /Jl, In 970.8 971.1 NI / d8"ID BEN / / 9' 21•PVC R-16]2 PVC BDt // / / / i /// / / / / m MH3 INV. =97114�4M WT7/d" BE % /1 /i / INV.•9]1.09 / 6 \\ \\ \ 9]x.00 MECX] B�\\ CBS 1 �/ d8"ID fes/ R-1642 �a 974 �\ \ \ e� Rim=971.8//y e• P 9 \ \ \ \ Inv --967.2 `\�9INV.= 98].03momp 7'm$ -30 / / % RIM=970.2 R 866.966.899 /� \NT 6't:th� ��- R -306]-V 75 80 60- to ^�- / - 11 'M-9 .9A RI !NV. 5.438 MH91 �y INV.= fi5.53N C-_____________ __ \ 98'-2d•RCPW•I 1 /-/ /////p/�/////l '/✓I /v_ / - IM =9]4.0 / INV.=970.00N \ ASSOCIATES, m / \\ 1 mheere«bBya_senr 0yvibsairelibnis:pnlaen«eor, -aad-t-h 11 arerewaivsireaprey 172246 Date: 01111/2018 PROFESSIONAL ENGINEER 'd\ uMermelawa oftbestateof MINNESOTA I� DAVID A. REY RIM- 70.8 / Reeiu-n-Number40180 Dab XX/IIXIXX I I m L___ North Revieione INV. -9 enp6ea Date rv�m ARK UTILITY PLAN __- m / \\ 1 - 172246 Date: 01111/2018 'd\ RIm=971.6 v=967.0 In(1) 1 Drawn: MET RIM- 70.8 / s,m RiM=m-i '9 2\/ Check: DAR North INV. -9 ARK UTILITY PLAN __- DB` Rim= NORTH Scale: 1-40' CITY SUBMITTAL GP NOT FOR CONSTRUCTION4 Al 1 2 3 4 5 8 7 8 ,WDRAN 6216 �6T - \_i \ _ 45 BAND : ` �' \ �1 WAYZATA NEW FIRE DEPARGO N CrN /T / / / TEE I I e„WM 1 1�1 \ \ C N TTO TIN\O9 \Y�Jp�, ST I IV I �� \ �`` ELEMENTARY #9 B ST F/EVENT i\ \ 'NF:O� \\\\\\� P KING 8"Gv / -Hel! ALLS, t]._or CAR STAL 1R�'Im=975.0 I I m MH 108 I I / / /=960.2 / /// / // % / / / / / / 18P.-B"PVC X2.66% ` \ \ \ \\ / S•\\ I I I / RIM //,, , g \ \ \ \ Vii ��• $\ I Plymouth, MN 55446 / s/ � 1 / //INV.=ans, / // / - , / / / , i J \ \ \ T4 ` % w,q s7o.6s � Y A ) // / 48"ID / /� / / / / / / 3'-21"PVC O.fi9%\\ , , / /q`g'� , / °BEN ' �- R-18]2 ,s•-ts••Pvc�l.gjv/ ___//�SGH ED / / / / i % / MH3 I �� \\ r\\ \ I \ . \ ,/R)M=97 .7 ,/ / ' / \ \ \ rye\\ /Y r NV.=9 .4 RIM=9]S.s \ / SF=49.4 0 / / / BS / ' / 1 INV. =9]1.0 6 i \ \ \ \ I 9. / / / / INv.=a]#.00�MEcx] , / 46.1D' /�/ \\ / / // /-__- / / / R4642 �_ \\ \\ \\ CBS r�Independent /// �{, Rim=971.8 /^�> / School 55+6•P/2.96% m District #284 RB��14SS]]00AA� MAT IN / \ \\ ( 210 County Road 101 N \ \ ` I l ______ 2sr11� , Wayzata, MN 55391 l % _/ / i ' , \ \ \ \ �\ ` / j ' ' RIM=9]0.2 RJOB / \ \ \\ / S• _ • INV.= 1 ___ // // / / ' �`l INV.=988.9 / / \ \ \ `\ / /' / ^/ ] ' � 4 • ID I ca 1 11 �\] Y%���� \ / \ � Inr-967.0 / / / I / \ RIM - ]0.6 / U / I A /' / ' 4 `NT 8"G'� x__91 �/Il/ / �/'/ 75 J // ' '/ / \RCP�.90% {//T/ //- CB,po \ / >511 _XYD�T#4-GY_--_� - 7y \ ]0.8 O6] -V \ /„�8/ / g�� t _______ _________ �____-•BEND \g CB 11 1 r� RBm=969.4 )2 RIM -9 gi2� Inr-99653 NW 63.4 ---__ MX9 t INV .= 65.0N \\\ _____ _ ___ go- -2A"RCF, 0% 60"1 41-1 �_-- -__ __'_-------_ ,C - �__ ___ _ \�� \ \ \\ \\ INV.= 86.]8 1 I 1 9M \ INV. 965.03N V -, �---------------- -- -- -- -- - - _3z ---- ------ ----- --- - -- \ i � ,961 WOLD ARCHITECTS ----------- -- - - - - - ---- -- --- - ---- --- AND ENGINEERS R ______ ___ -_ -_-_ _- ____ _______ _____________ ______ _- ��\ - Ir 332 Mivnemra Surer. Swire W2000 / \ \ \ _ __ _ _ _ _ __ --�-- ---fie _�f�kPy - \\ �� Saint Paul, MN 55101 , / i� __ �--�� __________________ � Inr 629 - � //� ' �-� \ ��-y6i- --__- -- ��� \` --_ ---_------------------- -- - � - --- -- - _-_---_- _-_--_-_--_----_----_-- - -- � �1v m� - sez.e_s_E._ _ ____ _ _ �------------�\__ - ____�_ -'-_ � �Z• \ -� \\` woldu.mm 1651.227.7773 L-��' _ \ 7 21642 --_\ /J-- 1-\\ g \\\ \\\ \ r \ .. i -_1 �\ RIM 63.4\ \ 41 - -//' \t3 -2]"�2LP 0.21% \ `\\ / 1 N 1 1 a, ANDERSON -JOHNSON / ASSOCIATES, -- _____- 21.34/ v ] N45°52'09"W'5 \> rNc. 567 \ j /R- s, _RM � I4R11 96 g16 �\ / \\\ //°lu/,,,J/ w `^• ) i `6It- >�IIi//i/ /i i // 2'" �\�1� /�-��_\/� /,•ys3//2ry/�,�/-ti�i1' !r, i -N�-_ �� 9y�� /- - / / /2Y 11 // /y],�^Y/ '/5 /j 1 �� s \ / / / l / Rcp RIm=965., 959.7 / / / �'- --,-- \ I rn �\\\ /' /-_`- / rvi / / INV sasa$a E: ' -/`� i'✓ ,9oA' -- \ 474.79_ -\1� _' __ /> \ / / nnudi _ I NOTES LEGEND ___y__ _ _ 7___ / Iha,aby� al,napa. tWfie6 11aWnwas are0aretl 6y \ / / me«r'aerm PRO anew PROFESSIONAL r ENGINEEY uce,wea 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. \ \ R7' FRP SN 72 / / FESSIONAL ENGINEER ---99B----EXISTING CONTOUR umermel.dthesra MINNESOTA 2. ALL WATERMAIN SHALL BE AW WA C900, CAST IRON OD, DR 18, PVC PIPE INSTALLED IN / \ \\ ` 1 \ \ - / ACCORDANCE WITH ASTM D2321. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF 995 - PROPOSED CONTOUR 1 M-9\ 1 _ I I / U r PIPE TO FINISH GRADE). ,/ \ \\ IN =930DAVID A. REY . - _ / 9'1 PROPOSED SPOT ELEVATION E S E \ T•L - _ `�� ( / / 3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE 2\--66:::!:::,::::::::��t-�� ' IN\ RaalNrano' N'mnar 40180 Dab XX/IIXIXX NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. - - - - - - - PROPOSED GRADING LIMITSF- O D - - - - - - - - - - - 95 LOOD L 965 �� - 1I r Reviefona 4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS 111 (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS PROPOSED SANITARY SEWER ` eJ-_-_- 961 -------- ACCORDANCE __g/5� / / / 1� I crFli- Dare rvum IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN L F�RM--1i, \\� _ __ \ / ��I7]"" ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. I) PROPOSED STORM SEWER --�` ��\ _ / -__ �6 _ ----- -CErTERLINE / _ _g�� `- ^ E t� -- -J�-- --9SD- -OF-CREEFi ' 93a7 W4 5. 5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: I PROPOSED WATERMAIN=------ -�---- ��vj�-r b I I I I I I a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL - -----�----------_----� -__'9 6 '/'/ •r'�7Lp------_ PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. O PROPOSED MANHOLE [MH) b. ACCEPTABLE MANUFACTURERS I PRODUCTS: __ 1. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" ® PROPOSED CATCH BASIN (CB) -------- \ 957.1 a. 1 / I INV= I. PRESS -SEAL, WATERSTOP GROUTING RINGS" a J I 956.1 In. OR APPROVED EQUAL. 4 PROPOSED FLARED END SECTION (FES) 6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, f PROPOSED HYDRANT (HYD) • CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE N PROPOSED GATE VALVE (GV) CO--: 172246 MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE Date: 01/11/2018 CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). ® PROPOSED POST INDICATOR VALVE (PIV) Drawn: MET 7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER O7 PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE Check: DAR North POTENTIALS FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH A HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF ® PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). UTILITY 8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL - - - -PROPERTY LINE PLAN F EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION. SOUTH 9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR. 10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS • SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH 40' Scale: 1-40' BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. CITY SUBMITTAL GP 4 A2_ NOT FOR CONSTRUCTION MN UE A U C U I 1 I I I 2 3 ; 5 6 87.6 1 I 987.2 BAILC \ C ECT TO TING 8-WM BTBB 1 \ 1 S. E \\ \ I I \ I 1 6 G \\\ 1 BzB TEE a \ \ `\\ BENCHMARK TNH=976.36 I SITOR PARKI "'BEND (70 STALL HYDRAN 7S 'GV I \ I 8 TEE HYDRANT #18fi" \\ \' I \ 1 \ I \ \ I a. TEE \\\\ 2j' BEND O I I I I E / I HYDRANT #5 8 6" GV Oa I 8x6 TEE II � I \ II I I I A I 1 2211 - BEND II I I I F I B95A 1 1 11 1 I 45° BEND' 86� �\e l - - PROPOSED BUILDING ._. UPPER LEVEL F.F.E.=99".33=ARCH 100'-0" LOWER LEVEL F.F.E.=981.0=ARCH 86'd" 6"DO ESTIC 0"GV- e" FIRE S RVICE - POST FIRE DST TORVALVE� , TEE \ BUS & STAFFIEVENT PARKING (13 BUS STALLS, 170 CAR STALLS) 7 6 NOTES 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2. ALL WATERMAIN SHALL BE AW WA 0800, CAST IRON OD, DR 18, PVC PIPE INSTALLED IN ACCORDANCE WITH ASTM D2321. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). LEGEND I PROPOSED WATERMAIN _+ PROPOSED HYDRANT (HYD) N PROPOSED GATE VALVE (GV) \ 1\ ® PROPOSED POST INDICATOR VALVE (PIV) \ \ O PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH \\ \\ ® PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE t \✓'BENCHMAR) \TNH=980.9 WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101N Wayzata, MN 55391 WOLD ARCHITECTS AND ENGINEERS 332 Minnaon SUe t, Suite W2000 Saint Poul, MN 55101 woldac... 1651.227.7773 ANDERSON -JOHNSON \ ASSOCIATES, 9 Cl`NNECT TOE TINGE" ST I C NI, 41j \ \ I am \ 1 \ \ I \ k\ / I v\ OS \ \ 0 \ (D hereby �n0y that ibis plan, specifica0pn or report was preperetl by me «under nu direct supervision end that I em a duly Licensetl PROFESSIONAL ENGINEER und-1 lawn Ntbe State1 MINNESOTA IIII LLLEJII DAVID A. REY Raei .. Number 40180 Dab XX/1IXIXX (D m --_-_ COMM: 172246 Date: 01/1112018 Drawn: MET Check: DAR North FIRE PROTECTION PLAN CITY SUBMITTAL NOT FOR CONSTRUCTION Scale: 1-40' 40' GP 4 =43 J UE __- RIm=985.0 (E,3, I MN I B I O CBS a Rim= \ Iny=s m I I 1 CBS t C I I I I I I CBS I 3 ; 5 01' w Inr--970.9 \ o- of Zl / \ \ m x a n \ STMR 7.84 RRA 77.3 ` -- A--969.4 g.' BEE a1 A RM -969.7 I _ Inv=965.9 p x I 1 A / C \`\ /CRimBS 72. Jam/ y =94 81.1 -9 7R `\ Inr_967.3 , A `\\ a TOR p NZ -- F 975Tai __ _ _ __ _ ________ '\ - - - - - - - - — - '\ fill �8`-piFOP03EDDH4LQ`NG. V �Jg/ \ g \ /� T �: \ / P 6 I la t\\ O m a rear I be,eb R that tbla Ian a fi—n or re d b aoare y n necl 0ndwly \ m me«enaarn'val,m sanen•Iaan anb mad an aaaly ucemea u Li PROFESSIONAL ENGINEER R\ 5\i uM«melawa Ntbe Sm 1 MINNESOTA — 1 ' N I DAVID A REY / 7 g NOTES WAYZATA NEW��yy((�� 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. ELEMENTARY #9 2. REFER TO SWPPP NARRATIVE (SECTION 0189 13) FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION Plymouth, MN 55446 AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. S. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS. 6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN Independent School DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT District #284 DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION. 210 County Road 101 N 7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER Wayzata, MN 55391 STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS: A. WIMCO TOP SLAB- MODEL RD 27. B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL ONLY, WITH A GEOTEXTILE SOCK. C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL, MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED • • AREAS. D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC., DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD-S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE FILTER BAGS AND TIES FOR COMPLETE INSTALLATION. E. OR APPROVED EQUAL. LEGEND ---EXISTING CONTOUR ---9.95— PROPOSED CONTOUR WOLD ARCHITECTS AND ENGINEERS r84.e PROPOSED SPOT ELEVATION 332 Mine= Sue t, Suite W2000 - - - - - - -PROPOSED GRADING LIMITS Saint Paul, MN 55101 PROPOSED STORM SEWER w ldac.mm 1651.227.7773 o PROPOSED MANHOLE (MH) ® PROPOSED CATCH BASIN (CB) ANDERSON -JOHNSON ASSOCIATES,/ATBS, 4 PROPOSED FLARED END SECTION (FES) mC. - - - - - - PROPOSED SILT FENCE Fou»,um,«« Nnwrr..na PROPOSED ROCK CONSTRUCTION ENTRANCE PROPOSED EROSION CONTROL BLANKET 0 ■ ■ ■ ■ ■ E PROPOSED TEMPORARY DIVERSION BERM OSEDIMENT CONTROL DEVICE AT STORM SEWER INLET ® PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE `\ r' O m 0 / a rear I be,eb R that tbla Ian a fi—n or re d b aoare y n necl 0ndwly R� S \ RIm=971.6 ' \ Inr-967.0 m me«enaarn'val,m sanen•Iaan anb mad an aaaly ucemea u Li PROFESSIONAL ENGINEER o 4I�j 5\i uM«melawa Ntbe Sm 1 MINNESOTA — 1 ' N I DAVID A REY / 40180 Data XX/1WXX 170 CAR STAL I \� \ \�V \�$ \\\\ / \ DBS Rim=9I I _ \ 75.0 m `\ Inr-971.1 N \1 / ` 970.8 SI 977 All 974 —7/-�M ATC IN! I CBS trc Rim=971.8 Inr-967.2/ ^' m 0 / a E R� S \ RIm=971.6 ' \ Inr-967.0 m o 4I�j 5\i 1 ' -- A1 - A r Comm: 172246 Date: 01/1112018 Drawn: MET Check: DAR North SEDIMENT AND EROSION RRIm=9f CONTROL PLAN � NORTH Scal e: 1" = 40' CITY SUBMITTAL GP C61 NOT FOR CONSTRUCTION A MN B C U A F 1 . . 2 3 . . 4 . . 5 . . 8 . . 7 8 WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101N Wayzata, MN 55391 ee WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Sweet, Suite W2000 Saint Paul, MN 55101 woldaa.m,. 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES, INC. hereby.n6ythatthis Fla. s9e I—flan«re9wtwas P.,a. by me « under my direct suPa«is end that am a duly Lice.setl PROFESSIONAL ENGINEER .n thelawa Nthe9tateor MINNESOTA DAVID A. REY Re9�ureuoe Number 40180 Date XX1=XX 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. EXISTING CONTOUR 2. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND `995 CONTOUR EROSION CONTROL REQUIREMENTS. PROPOSED 3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED ,94.6 PROPOSED SPOT ELEVATION DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION Comm: 172246 AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. - - - - - - - PROPOSED GRADING LIMITS Date: OV1112018 4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. PROPOSED STORM SEWER Drawn: MET 5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL o PROPOSED MANHOLE (MH) Check: DAR North REGULATIONS. 6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN ® PROPOSED CATCH BASIN (CB) SEDIMENT AND DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT 4 PROPOSED FLARED END SECTION (FES) DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION. EROSION PROPOSED SILT FENCE 7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER CONTROL STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS: PROPOSED ROCK CONSTRUCTION ENTRANCE A. WIMCO TOP SLAB- MODEL RD 27. PROPOSED EROSION CONTROL BLANKET PLAN B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND 0 ■ ■ ■ ■ ■ E PROPOSED TEMPORARY DIVERSION BERM SOUTH CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL OA SEDIMENT CONTROL DEVICE AT STORM SEWER INLET ONLY, WITH A GEOTEXTILE SOCK. C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL, ® PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER 40' Socle: 1-40' PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED AREAS. - - - -PROPERTY LINE CITY SUBMITTAL D.INFRASAFES DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC., DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE GP g ? 52 FILTER BAGS AND TIES FOR COMPLETE INSTALLATION. NOT FOR CONSTRUCTION E. OR APPROVED EQUAL. A MN U C u N 2 3 4 5 / e INV---- / 960.1 CBR I/ I V= Rim=y48 976.5 Inv-/tf9 i ................ TRAIL �',_ �_ ..............._... v L•°I ________ S P. Ot��'T TA Rim= 9.4 / 0 a, I 1 q9 Inv- 92.6 .^ P 0 OCs O =O. Rim=979.1 I. Rim Low=97 .9 1 Iv t��00 O Rim High=97 .2 O v. O' Weir=976.3 1 .6 Py�� ��00 Inv=971.9 1 1.7 I z lr.�Po� 1 SITE AND LANDSCAPING PLAN UTILITY, SEDIMENT, AND EROSION CONTROL PLAN 6 7 8 GRADING AND DRAINAGE PLAN NOTES 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. LEGEND 998 ----EXISTING CONTOUR 995 — PROPOSED CONTOUR fw.w PROPOSED SPOT ELEVATION PROPOSED GRADING LIMITS PROPOSED CITY TRAIL BITUMINOUS PAVEMENT — — — — — — PROPOSED NATIVE SEEDING ice. s9a PROPOSED SILT FENCE PROPOSED EROSION CONTROL BLANKET ii PROPOSED STORM SEWER Q PROPOSED FLARED END SECTION (FES) — — —PROPERTY LINE WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 WOLD ARCHITECTS AND ENGINEERS 332 Minnemn Strew, Suite W2000 Saint Poul, MN 55101 woldac.cum 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES, INC. hereby d that this Flea tWfi—nor reywt waspraa by me « unser my direct suPa«is and that I a,n a duly Licensetl PROFESSIONAL ENGINEER .M thelawa Nthe9tat MINNESOTA DAVID A. REY I:ealured„n Number 40180 Data XX/IIXIXX Comm: 12286 0 Date: 07/1112078 Drawn: MET (1) Check: DAR North SOUTHWEST TRAIL PLANS suis: 1-40' CITY SUBMITTAL GP NOT FOR CONSTRUCTION4 ?61 MN n N Ac X I� UE A , R 985. I CBS Rim=985.0 Inv --982.3 CBS Rim=9i • Inv --97! 1 I B I CBS Rim= 86.0 Inv=9 3.10* I 1 • I I I 1 I I CBS I Rim=9 9. 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WAYZATA N E W ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 v ITr v Total Caliper Inches 302.5 5. 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 V° vv IT vv v ° v vv 5 \ \, v �`\ ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO V ° v v ° v v ° v ° v ° v AB ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. V v v vv v vv vv v vv vv v vv v WIT vv IT \ ° v °v Vv IT °vv r vv \� \� 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN vv vv v vv v.. v vv YYY H ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RE -SEED ALL APPLICABLE AREAS, ° v°v °vvv°v°vol�4� °°v° ° v°° RIM 97 ° ° .���� \ AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. V ° v ° ��NV• WOLD ARCHITECTS r v ry • • • • • • • • • • • • • v v r 14 J v , \ \ V v v vv v ••••••• •••• $ �• •••• •• vvv vv r v�v v \� \ �,� N 7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING, REFER TO + + . + . + . IDR? � �, � AND ENGINEERS I • •• • •1 �, -q •• • • • SPECIFICATION FOR PROCEDURE. vv v vv � • • • • • • • • • v �� �V /vv vv / \ v v v v 3 �� R v v v �v \, \ \�� \ 332 Minnesota Street, Suite W2000 v v vv • • • • • • • • • • • • • • • • v vvv I vv v v' • • • • PG • • • • • • • • • 7 • • • • vvv vv v v vv • .. • • • $ .. .. v v v v vvv vv 8. ALL TREES TO BE BALLED AND BURLAPPED. Saint Paul, MN j5t01 Iv v v F, • • • • • • • • • $ • • • • • • v vvv v v vvv 14\ v vTIT v / • • • • • • • • • • • • • • • • v vvv v v vvv vvv vvv Iv v v v' • • • • • • • • • • • • • • • • • • • _ vvvv vvv vv / v vvvv OX � �v v vvv vv vv vv \ 9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH F v v v' • • • • • • • • • • • • • • • • • • vvvv vvv v vv '� C ►� \ woldae.Com 651.227.7773 vvv v V • • • • • • • • • • • • • • • • vv v v v vv g89 . .. .. � INV.- v vvv vv v 2 \ / �\ \ UNLESS OTHERWISE SPECIFIED. Iv v v v • • • • • • • • • • • • • • • • • • • • • • v vvv vvv vv v LIJ 49• \ \ v v v v = • • • • • • • • • • • • • • • • • • • • • • • • • • vv v vvv • +V1\o �10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE 91, vvv . . . . . . . . . . . . . . . . . . v v v v v® \ ANDERSON -JOHNSON vV v v \ \ MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGIN v v o •� vvv vvv vvv v \ BRANCHING NO LOWER THAN 6. ASSOCIATES, vi • • 2 ♦ • • • • • • • • • • • • • • • • • ��vv vv vvv vv \ \ \ INC • • • • • • • • • • • • • • • • v 1 • O V • • • • • • • • • • • • • • • • • • • v v v v v v \ \ \ / \ LANDSCAPE GOLD PE ALEYROA CTURE SITE PLANNING CIVIL ENGINEERING f • + • • • • • • • • • • • • • • • • • • • • • • _ - v v • • • • • J \ / FAX GOLDENVALLEYYROAD SUITE 200 MINNEAPOLIS (7 MN 4-712 1 + • + • • • • • • • • • • • • • • • • • • • • • • • • • ` / FAX (763) 544-053! PH (763) 544-7129 VVVV • • • • • • • • • • • • • • • • • •VITT V VITT TV TV • • • • • • • • • ♦ v vv v vvv v V TV • • • • ww - • • • v v v vvvv / • • • _ 91r• • • .F vv vvv v v v • • • • • • - vv vvv vv vvvv vv I° • • • • • • vv vv vv vvvv IT / ,� \♦ / vv v j • • • • vv vvv vvvv vv 3;f 'v v 3 vv vvv vv vvv v v v •••• ••••••••• \ vvv v vv vvvv / J v vvv SR 4P'a VV vv vv vvvvv v V v vvvvv vvvv vv v vv RC v \, \ ♦ / vv 0 8 vv v v v v v�\ vvv v 15 I vv v JA vv v v v v v 2�' IF ♦ « F v / vvvv v v v vvv vv vv v v v-- CBvvvvv v vvvv v vv vv vv v v 6 vvvv vv v vvv vv vv v vv \ \♦ / I • 13 '1 vvvv vvv vv v v v v v vv vv , RI + + "+" AT PM v vvv vvvv v vv ^ v vv v v vvv vv \ \ „ ;; In g vv vv v vv vv vv v v v vvvv vv \ ��� \ / _ • vvv v vvv vv v vv vv v vvvvvv v _•_•_ 8 vv vv v v v v vv vv vvvvvv JA 4 91 v v vvv vvvv vvv vv vv v vvv v v \ ♦ / v 14 PV 9 vvvvv v vv v vvvv vv vv vvv vv vv �� \ ' \�'� ✓ BENCHMARK / I v° v v AE 13 vvvv v vv vvv vv vv vvvvvv v v , \ \TNH=980.91 7 VITT v v ° °vvv v ° v vvv vv vv v° ° v vv °�vvili / vv v v 8 vv vvv vv v vv vv vvv v v v vv '' VIv 20 JH .` CM v vvv v vv vv vv v v v vvvv vvv CE �� ♦ I v v 11 -I'r vv vvv v v vv vvv v v v vvvv avvv / ♦ �� _ SH :��- g vv vvvvv vv vvv vv v vvvvv vv IF \ \\ v vv vvvv vv, vvvv v vvvvv vvv I v PD vv vvvv v vv vv vvv vv vvvvvvvt- // v u vv vvvv vv vvv VVI V1 vvv v vv \ / �\ ♦ _ --_ vvvv vvv vv vvv vvv vv v vv SMH \ V 6 v vvvvvv vv vvv vv vvv v vvvvv vvvv v vvvvv v v v v v v v v v v v v v a'• v RIM = 978.6`' � I $; v vv v vvv v� TV vv vv v vv +d V v + v v v vvv v v v v v v v v INV. = 9 45.8 \ / / • • • • • • g • • v vvv r vvvv v v vv vv 4 v / 20 c6 PROPOSED BUILDING •.. v 9 7 v v vv v vvv v vv vv vvv vv � I v AP v v vv vvv v vvvvv 7- \ $$ / ° • •• • ••i •••• EP • •••••, • •••• v�►' vv Ivo vv 9vvvvv v•. \\ v v g 11 i v-v�Ovvv v9s vvvvvv' \ J/ • • • • • • • AA • • • • • • • v vv vvvvvQ' vv \ \ / • • • 4 • • • LP • • • • • p• ♦ r v vvvv vvVv �/� _ / v v v vvv vvvvvvvvvvva \\ i • • • • • • • • • • \ 'd / I hereby certify that this plan, specification or report was prepared by V GV � v v vvvv vvvvvvvvvvv' 6 ♦ • • • • • • • • • • • • J 15 v v v v 3 vvv vvvvvvvvvv H J \ \ \\-\o me or under my direct supervision and that I am a duly Licensed v v • • • •. • • • • • • • • • • v va vvv vvvvvvvv v���RRR v . . . . • AR2 .. . .. . SR vvv v v \ \ �o� I _ I LANDSCAPE ARCHITECT // / v • • • • • • • • • • • v r' vvvv "'� 1 I / v CE v v \ 1 MINNESOTA ` oo under the laws of the State of $$ v v • • • • • • . u; . • • • • • • • • C• • • • • 7TV V IT TV 4 vvvv �; v vv � v vv vv I I TV v • • JJ • • • • I• • • • vvv v • vvvv Ov vvv 1• u: I I 'vv a 3 vvvvvvvvv \ \��`\ I I JARED C. LEE vV r j• I I vvvvvvvv vv /vvv _-I_ •• •• •+•+• 4 BUS & ST F/EVENT °a QB s//����v�tP�vvvvvvv�vvv \ '� - Registration Number 44369 Date XX/XX/XX vvv • • • • • • • • • • I. • + I. + • • • • • • • • AI vvv vvvvvvvv \` I I V vv • • 4 I • • • • • • • • • a vvvv0 vvvvvvv \ I / vvv�99 • • • • • • • •�•�+�•�•�•+• • • • • 7vvvvvv vvvv vv \ $$ v •• ; .. ................. P KING \ vvv vv vvvvvvvvvv TV TV J �'�� \ CBS I „ I I /v vv CJ Au' (13 BUS ALLS, 170 CAR STALLS) 3 �" vv vvvvvvv7Cvvvvv�vv \ \ I I vv v • • • • • • • • • • • • • • • • • • • • I • • • vv vv vvvv vvvvv vvv \ i . Rim=975.0 I m /v � PG vvvvvvvv vvvvvvvvvvv vv I I .. .. ... .. .. .. .. I .. 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' vvv vv v v v v v v v v v vvvvvv v • • • • • • • • • • • • • • • • • • • • • • • • • °° vv °°°°°° °°°°°° vvvv ' JCL North v v v v v v v v v v vvvvvvvv • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 vvvvvvvvv vv vvv vvvv vvvv v SMH / 'sib Check: v v v v v v v v v v vvvvvvvvv vv • • • • • • • • • • • • • • • • • • •1 • • • • • • • • TA 'vvvvvvvvv vvvv vvv v vvvv vvvvv v v v v v v v v v v vvvvv vv v • • • • • • • • • • • • • • • • • • • • • • • vvvvvv vv vv vv vvvv vvv vv JJ p .. .... ... ...... ...... RIM= 2. v v v v v v v v vv v� vvvvv vvv v vv vvvvv vvvv �o / .. .. .. .. .. .. ..------- - INV.=9 .4 ❑ v v v v v v v v v vvvvvvvvv • • • • • • • • • • • • • • • • • • • • • • ,� vvvvvvv vv v vvvvvv vv v • • • • • • • • • • •••• •••• \\ ... ................ �� ••••• ••••• ••••••• • J LANDSCAPING v v v v v v v v v vvvv vvvv•yr • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • vvvvv v vvvvvvvv \ NC ARK v v v v v v vvvvvvvvvvv W • C1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ _ _ _ _ vvvvv v vvvvvvv v v v v v v v v v v v v vvv vvv • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ _ _ _ _ _ vvvvv vvvvv vvvv T =9 yT�\.\35 / R • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ _ - _ _ _ _ _ v v v v v v v v v Q%V vvvv vvvv T�`� 8gp- vvvv vvvvvv vvv ...... ............... .. .. PLAN v v v v v v v v v v vvvvvvvvv vv • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / • • vvv vvvvvv � 44 v v v v v v v v v v v v 3 vvvvvv • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • v vvvvvv IF � • • • • • • v v • • • • • � •• vvvv •• • v v v v v v v v v v v v vvvv vv v •• v v v v v v v v v v v v v k ee v vV g �g v v v v v v v v v v v v v v v• vvvvvv vv � •• 91 '• _ __ _________ ______ _ __ � CB_ • ••• •••••••••••�•' vv ••• • _ NORTH V v v v v v v v v v v v v v vD vvvv vv v ••••• _ _ _ _ _ _ _ _ _ _ _ 2 _ _ _ v J Rim v v v v v v v v v v v v v v vv� vvvvvvv v • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ _ - _ _ _ _ _ _ _ _ _ _ _ - _ _ QE _ _ - vvd�Inv=96,` v v v v v v v v v v v v v v vvvv vv v�y,� .• I• I• } • •• vv v vv 3 v v v v v v v v v v v v v vvvv vvvvvv vvvvviO,A vv v • • • • • • • • • • • • • • • • • • • • • • • • • �0.• • • • •A• • • _ _ _ - _ - _ _ - _ - _ - _ - _ _ - _ - _ _ _ _ _ _ _ _ - � vvv v v v vv v v v v v v vvvvvv vv vvv v • • • • • • • • • • • • • • • • • • • • • • • • ^ YY • • • •Aq • • • _ _ _ _ _ _ _ _ v v v�Vvvl v v v vvvvv vvvv vvvv v 90• • • • vv vvvvvvv vvv v v v v v v vv vvvvvv IT vvv v vr V V V V• • . - - - - - - - - - - - - - - - - v lv vvv v v v v v v v v vvvvvv vv v vvv v v v vv vvvvv v v - _ - _ - _ - _ vv e v v v v v v v v v vvvWIT vvvvv vv vv vv vvv v •g - g�- _ _ _ _ _ vv / v°vv°v v°vvv°v°v°vvvv°°VVVvvvvvvv - vvvvv° v ° ° vvvvvvv TA vvv vis v • •::::::•+ , • • �- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ °° • v v v v v v v v v v v v v v v vvvvvv vv vv v v v v / Scale: 1"=40' CITY SUBMITTAL NOT FOR CONSTRUCTION PLANT SCHEDULE TREES Common/Botanical Root Size quantity AR Northwood Maple / Acer rubrum 'Northwood' B&B 2-1/2" 9 AS Green Mountain Sugar Maple / Ace r saccharu m 'G ree n Mountain' B&B 2-1/2" 10 CC American Hornbeam / Carpi nus carolIniana B&B 2-1/2" 9 GT Skyline Thornless Honey Locust / Gled itsia triacanthos inermis'Skycole' B&B 2-1/2" 2 ov American Hophornbeam / Ostrya virginiana B&B 2-1/2" 9 QB Swamp White Oak / Quercus bicolor B&B 2-1/2" 9 QE Northern Pine Oak / Quercus ellipsoidalis B&B 2-1/2" 12 SR Summer Storm Japanese Lilac/ Syringa reticulata Summer Storm B&B 2-1/2" 6 TA Redmond American Linden / TiIia ame rica n a 'Red mon d' B&B 2-1/2" 17 UJ Elm / UlmusjaponIca Morton• TM B&B 2-1/2" 14 CONIFERS Common/Botanical Root Size Quantity AB Balsam Fir/ Abies balsamea B&B 6' 8 PG Black Hills Spruce / Picea glauca densata B&B 6' 14 PN Austrian Black Pine / Pinus nigra B&B 6- 8 SHRUBS Common/Botanical Cont Quantity AA Regent Serviceberry/Amelanchieralnifolia'Regent' 51 9 Al Iroquis Beauty Black Chokeberry / Aronia melanocarpa 'Iroquois Beauty' 5 14 CM Muskingum Dogwood / Cornus race mosa 'Muszam' 5 7 CB Firedance Dogwood / Corn us sericea'Bailadeline' 5 9 JA Blueberry Del ightJun iper/Juniperuscommunis depressa'AmiDak' 5 16 JH Hughes Juniper/Juniperushorizontalis'Hughes' 5 8 PM Miniature Snowflake Mockorange / Philadelphus x 'Miniature Snowflake' 51 15 PERENNIALS Common/Botanical Cont Quantity AP Paprika Yarrow / Achillea millefolium 'Paprika' 1 7 AR2 Big Blue Stem - Red Fall / Andropogon gerardii Red October 5 15 AT Butterfly Milkweed / Asclepias tuberosa 1 13 AE I New England Aster/ Aster novae-angliae 1 1 14 CE EI Dorado Reed Grass / Calamagrostis x acutifl ora 'El Do rad o' 5 31 EP Purple Coneflowe r/ Echinacea purpurea 1 20 LP Prairie Blazing Star/ Liatris pycnostachya 1 11 PV Shenandoah Switch Grass/ Pan icum virgatum'Shenandoah' 1 4 RH Black-eyed Susan / Rud beckia hirta 1 13 SH Prairie Dropseed / Sporobolus heterolepis 1 11 7 LEGEND x PROPOSED DECIDUOUS TREE 1<>1 PROPOSED CONIFEROUS TREE ®®O PROPOSED SHRUBS * PROPOSED HERBACEOUS PLANTS x•:•:•:•:•:•:•:•1.1 APPROXIMATE SOD LIMITS ------------- I- - - - PROPOSED SEED MIX #1 nrrrrv-v-v-v- r r r r v - WIT vvvvvvvvvvv Ivvvvvvvvvvvvv1 PROPOSED NATIVE SEEDING vaaaaaaaaaaaaal PROPERTY LINE NOTES: M. 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2. REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING AND SEEDING. 4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. WAYZATA N E W ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 v ITr v Total Caliper Inches 302.5 5. 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 V° vv IT vv v ° v vv 5 \ \, v �`\ ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO V ° v v ° v v ° v ° v ° v AB ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. V v v vv v vv vv v vv vv v vv v WIT vv IT \ ° v °v Vv IT °vv r vv \� \� 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN vv vv v vv v.. v vv YYY H ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RE -SEED ALL APPLICABLE AREAS, ° v°v °vvv°v°vol�4� °°v° ° v°° RIM 97 ° ° .���� \ AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. V ° v ° ��NV• WOLD ARCHITECTS r v ry • • • • • • • • • • • • • v v r 14 J v , \ \ V v v vv v ••••••• •••• $ �• •••• •• vvv vv r v�v v \� \ �,� N 7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING, REFER TO + + . + . + . IDR? � �, � AND ENGINEERS I • •• • •1 �, -q •• • • • SPECIFICATION FOR PROCEDURE. vv v vv � • • • • • • • • • v �� �V /vv vv / \ v v v v 3 �� R v v v �v \, \ \�� \ 332 Minnesota Street, Suite W2000 v v vv • • • • • • • • • • • • • • • • v vvv I vv v v' • • • • PG • • • • • • • • • 7 • • • • vvv vv v v vv • .. • • • $ .. .. v v v v vvv vv 8. ALL TREES TO BE BALLED AND BURLAPPED. Saint Paul, MN j5t01 Iv v v F, • • • • • • • • • $ • • • • • • v vvv v v vvv 14\ v vTIT v / • • • • • • • • • • • • • • • • v vvv v v vvv vvv vvv Iv v v v' • • • • • • • • • • • • • • • • • • • _ vvvv vvv vv / v vvvv OX � �v v vvv vv vv vv \ 9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH F v v v' • • • • • • • • • • • • • • • • • • vvvv vvv v vv '� C ►� \ woldae.Com 651.227.7773 vvv v V • • • • • • • • • • • • • • • • vv v v v vv g89 . .. .. � INV.- v vvv vv v 2 \ / �\ \ UNLESS OTHERWISE SPECIFIED. Iv v v v • • • • • • • • • • • • • • • • • • • • • • v vvv vvv vv v LIJ 49• \ \ v v v v = • • • • • • • • • • • • • • • • • • • • • • • • • • vv v vvv • +V1\o �10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE 91, vvv . . . . . . . . . . . . . . . . . . v v v v v® \ ANDERSON -JOHNSON vV v v \ \ MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGIN v v o •� vvv vvv vvv v \ BRANCHING NO LOWER THAN 6. ASSOCIATES, vi • • 2 ♦ • • • • • • • • • • • • • • • • • ��vv vv vvv vv \ \ \ INC • • • • • • • • • • • • • • • • v 1 • O V • • • • • • • • • • • • • • • • • • • v v v v v v \ \ \ / \ LANDSCAPE GOLD PE ALEYROA CTURE SITE PLANNING CIVIL ENGINEERING f • + • • • • • • • • • • • • • • • • • • • • • • _ - v v • • • • • J \ / FAX GOLDENVALLEYYROAD SUITE 200 MINNEAPOLIS (7 MN 4-712 1 + • + • • • • • • • • • • • • • • • • • • • • • • • • • ` / FAX (763) 544-053! PH (763) 544-7129 VVVV • • • • • • • • • • • • • • • • • •VITT V VITT TV TV • • • • • • • • • ♦ v vv v vvv v V TV • • • • ww - • • • v v v vvvv / • • • _ 91r• • • .F vv vvv v v v • • • • • • - vv vvv vv vvvv vv I° • • • • • • vv vv vv vvvv IT / ,� \♦ / vv v j • • • • vv vvv vvvv vv 3;f 'v v 3 vv vvv vv vvv v v v •••• ••••••••• \ vvv v vv vvvv / J v vvv SR 4P'a VV vv vv vvvvv v V v vvvvv vvvv vv v vv RC v \, \ ♦ / vv 0 8 vv v v v v v�\ vvv v 15 I vv v JA vv v v v v v 2�' IF ♦ « F v / vvvv v v v vvv vv vv v v v-- CBvvvvv v vvvv v vv vv vv v v 6 vvvv vv v vvv vv vv v vv \ \♦ / I • 13 '1 vvvv vvv vv v v v v v vv vv , RI + + "+" AT PM v vvv vvvv v vv ^ v vv v v vvv vv \ \ „ ;; In g vv vv v vv vv vv v v v vvvv vv \ ��� \ / _ • vvv v vvv vv v vv vv v vvvvvv v _•_•_ 8 vv vv v v v v vv vv vvvvvv JA 4 91 v v vvv vvvv vvv vv vv v vvv v v \ ♦ / v 14 PV 9 vvvvv v vv v vvvv vv vv vvv vv vv �� \ ' \�'� ✓ BENCHMARK / I v° v v AE 13 vvvv v vv vvv vv vv vvvvvv v v , \ \TNH=980.91 7 VITT v v ° °vvv v ° v vvv vv vv v° ° v vv °�vvili / vv v v 8 vv vvv vv v vv vv vvv v v v vv '' VIv 20 JH .` CM v vvv v vv vv vv v v v vvvv vvv CE �� ♦ I v v 11 -I'r vv vvv v v vv vvv v v v vvvv avvv / ♦ �� _ SH :��- g vv vvvvv vv vvv vv v vvvvv vv IF \ \\ v vv vvvv vv, vvvv v vvvvv vvv I v PD vv vvvv v vv vv vvv vv vvvvvvvt- // v u vv vvvv vv vvv VVI V1 vvv v vv \ / �\ ♦ _ --_ vvvv vvv vv vvv vvv vv v vv SMH \ V 6 v vvvvvv vv vvv vv vvv v vvvvv vvvv v vvvvv v v v v v v v v v v v v v a'• v RIM = 978.6`' � I $; v vv v vvv v� TV vv vv v vv +d V v + v v v vvv v v v v v v v v INV. = 9 45.8 \ / / • • • • • • g • • v vvv r vvvv v v vv vv 4 v / 20 c6 PROPOSED BUILDING •.. v 9 7 v v vv v vvv v vv vv vvv vv � I v AP v v vv vvv v vvvvv 7- \ $$ / ° • •• • ••i •••• EP • •••••, • •••• v�►' vv Ivo vv 9vvvvv v•. \\ v v g 11 i v-v�Ovvv v9s vvvvvv' \ J/ • • • • • • • AA • • • • • • • v vv vvvvvQ' vv \ \ / • • • 4 • • • LP • • • • • p• ♦ r v vvvv vvVv �/� _ / v v v vvv vvvvvvvvvvva \\ i • • • • • • • • • • \ 'd / I hereby certify that this plan, specification or report was prepared by V GV � v v vvvv vvvvvvvvvvv' 6 ♦ • • • • • • • • • • • • J 15 v v v v 3 vvv vvvvvvvvvv H J \ \ \\-\o me or under my direct supervision and that I am a duly Licensed v v • • • •. • • • • • • • • • • v va vvv vvvvvvvv v���RRR v . . . . • AR2 .. . .. . SR vvv v v \ \ �o� I _ I LANDSCAPE ARCHITECT // / v • • • • • • • • • • • v r' vvvv "'� 1 I / v CE v v \ 1 MINNESOTA ` oo under the laws of the State of $$ v v • • • • • • . u; . • • • • • • • • C• • • • • 7TV V IT TV 4 vvvv �; v vv � v vv vv I I TV v • • JJ • • • • I• • • • vvv v • vvvv Ov vvv 1• u: I I 'vv a 3 vvvvvvvvv \ \��`\ I I JARED C. LEE vV r j• I I vvvvvvvv vv /vvv _-I_ •• •• •+•+• 4 BUS & ST F/EVENT °a QB s//����v�tP�vvvvvvv�vvv \ '� - Registration Number 44369 Date XX/XX/XX vvv • • • • • • • • • • I. • + I. + • • • • • • • • AI vvv vvvvvvvv \` I I V vv • • 4 I • • • • • • • • • a vvvv0 vvvvvvv \ I / vvv�99 • • • • • • • •�•�+�•�•�•+• • • • • 7vvvvvv vvvv vv \ $$ v •• ; .. ................. P KING \ vvv vv vvvvvvvvvv TV TV J �'�� \ CBS I „ I I /v vv CJ Au' (13 BUS ALLS, 170 CAR STALLS) 3 �" vv vvvvvvv7Cvvvvv�vv \ \ I I vv v • • • • • • • • • • • • • • • • • • • • I • • • vv vv vvvv vvvvv vvv \ i . Rim=975.0 I m /v � PG vvvvvvvv vvvvvvvvvvv vv I I .. .. ... .. .. .. .. I .. I A �sJ Inv=971.1 N v v • • • ♦ • • • • • • • • • I • • • • • �` / vvvvvv v vvvvvvvvvvvvvv vv \! 4 V • • • • • • • • • • • • ''= • • • • • Oj • v v v vvvv vvv vv vvv vvvvvvvvvvv vv Q vv E to v vv.. ^ vv vvvvvvv v v vvv vvvvvvvv % ,o \ 970.8 S �° • • • • • • • • • • • • V:•1 • 4 • 91 vvvvvvvvvvvvvvv vvv vvvv vv \ L \ \ / v vvjv • • • • • • • 'J •� vvvvvvvvvvvv vv vvvvvvvvvv vv J \ . 6 vvvvvvy�.yy��vv vvvv vvvvvv vv vvvvvvvvvv vv \ r v v v • • • • • • • • qV vvvvvvvvvvv v IT V; vvvv vv \ 40� . CE , /JH $$ vv / vvvvvvvvvvvvvvvvvvvvvv vv v vv vv vvv vv . . . . . . . . . . . v v v vv • • • • • • • � • • • • • • ✓v vvvvvvvvvvvvvvvvvv v v vvvv J I / v v v v • • • • ♦ • • • • • • vvvv vv v vvvvvv vv v vv a\vv ` IM=97 .7 v v v v • • • • • • • • • • • • • • / v vvv vvv vvvvvvvvv vvvv v vvv vv \ / v 5 v vv • • • • • • • • • • • • a vvv v v vvvv v vvvvvvvvvvvvvvvv vv vv vvvv vv\ \ �"L� I114 V.=96 .4 /v QE v v v • • •• ••• • ••• ••••••••••••••• I 7V vv• vvv vvvv vvvvvvvvvvvvvvvv v vvv vvvvv vv vv v v v • • • • • • • • • • • • • • 6 -vv v v vv vvvvvvvvvvv vvvvvv vv v v v • • • • • • • • • • • • 71 v v vvvvv vvvvvvvv v / v v v v v v v • • • • • • • • • • • 9 vv v vvvv vvvvvvvvvvvvvvvvvvvv vvvvvvvv Q rv v v v v • • • • • • • • • • • • • - vvv vvvvv v v v vvvvvvvv vvvvvvvvv vvvvvvv v / U v v I v v 3 v vvv vvvv vvvv vvvv�ly 6 vvvvvv vvv vvv �v J CBS y v v v v v • • • • • • • • • • • • • vv vvv vvv vvvvv v vv vvvvvv P� vv / ,U �U V v v v v v v v • • • • • • • • • • • TA vv vvvv vvv vvvv - `rvv \ Rim=971.8 v v v v v v v v v ,g 0 vvv vvvvvvvvvvvvvvvv vv vv vvv `vv Inv=967.2 m v v v v v v v v v • �� • • • • • • • • • • • • • / vvvv vvvvvvv vvvv vvvvvv vv vv p(j Fvv J \ \ / �� r v v v v v v v v v • • • • • • • • • • • • • �• • vvvv vvvv vv vvv v vv vvvv vv v� vv \ / W v v v v v v v v v v v� • • • • • • • • • • • • • • • A� nj vvv vv vvv vv vvvvv vvvvvv vvv ❑ / v v v v v v • • •O► • • • • • • • • • • • • ` 6 v vvvvvv v vvv il�v _ vv ' p,G' v v v v v v • • ►� • • • • • • • • • 9 v vvvv v v vvvvvvv IF v v v v v v v v v v v •• •• ••• • •• • vvvv rV1rV1" IF TV IT vvvvvvvvvvvvvv ovi� Comm • '�� v v v v v v v v v v vv�• • • • • • • • • • � •• •••• � -,sv vv vv vvv vvvvvvvvvvvvvv 'v J �Pr� S� 172246 v v v v v v v v v vvvav � • • • • • • • • • • • • • • • • vvvvv vv v v vvvvvvvvvvvv v v v v v v v v v v vvvvv 2 vvvvvvvv vvv vvvv vvvvvvv��p r'im Date: 02/15/2018 // v v v vv vv v v v v v v vv • • • • • • • • • • • • • • • • • • • • • • • • • vvvvvv v vv vvvvvvvvv vvv 1v v �( ' � Rim=971.6 v v v v v v v v v vv\_ vvvvvv v vvvv vvvvv v vv vv . . . . . . . . . . . . . . . . . . . . . . . . . . $$ v v v v v v v v v vv� vvv3• 1 vvvv v v vv v v vvvvv v vvvvv ��� � J Inv=967.0 Drawn: JCL v vvvv vv • • • • • • • • • • • • • • • • • • • • + • • • • • • • OE a'v vv vv vv vvvv vvvvv vvv . ' vvv vv v v v v v v v v v vvvvvv v • • • • • • • • • • • • • • • • • • • • • • • • • °° vv °°°°°° °°°°°° vvvv ' JCL North v v v v v v v v v v vvvvvvvv • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 vvvvvvvvv vv vvv vvvv vvvv v SMH / 'sib Check: v v v v v v v v v v vvvvvvvvv vv • • • • • • • • • • • • • • • • • • •1 • • • • • • • • TA 'vvvvvvvvv vvvv vvv v vvvv vvvvv v v v v v v v v v v vvvvv vv v • • • • • • • • • • • • • • • • • • • • • • • vvvvvv vv vv vv vvvv vvv vv JJ p .. .... ... ...... ...... RIM= 2. v v v v v v v v vv v� vvvvv vvv v vv vvvvv vvvv �o / .. .. .. .. .. .. ..------- - INV.=9 .4 ❑ v v v v v v v v v vvvvvvvvv • • • • • • • • • • • • • • • • • • • • • • ,� vvvvvvv vv v vvvvvv vv v • • • • • • • • • • •••• •••• \\ ... ................ �� ••••• ••••• ••••••• • J LANDSCAPING v v v v v v v v v vvvv vvvv•yr • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • vvvvv v vvvvvvvv \ NC ARK v v v v v v vvvvvvvvvvv W • C1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ _ _ _ _ vvvvv v vvvvvvv v v v v v v v v v v v v vvv vvv • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ _ _ _ _ _ vvvvv vvvvv vvvv T =9 yT�\.\35 / R • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ _ - _ _ _ _ _ v v v v v v v v v Q%V vvvv vvvv T�`� 8gp- vvvv vvvvvv vvv ...... ............... .. .. PLAN v v v v v v v v v v vvvvvvvvv vv • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / • • vvv vvvvvv � 44 v v v v v v v v v v v v 3 vvvvvv • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • v vvvvvv IF � • • • • • • v v • • • • • � •• vvvv •• • v v v v v v v v v v v v vvvv vv v •• v v v v v v v v v v v v v k ee v vV g �g v v v v v v v v v v v v v v v• vvvvvv vv � •• 91 '• _ __ _________ ______ _ __ � CB_ • ••• •••••••••••�•' vv ••• • _ NORTH V v v v v v v v v v v v v v vD vvvv vv v ••••• _ _ _ _ _ _ _ _ _ _ _ 2 _ _ _ v J Rim v v v v v v v v v v v v v v vv� vvvvvvv v • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ _ - _ _ _ _ _ _ _ _ _ _ _ - _ _ QE _ _ - vvd�Inv=96,` v v v v v v v v v v v v v v vvvv vv v�y,� .• I• I• } • •• vv v vv 3 v v v v v v v v v v v v v vvvv vvvvvv vvvvviO,A vv v • • • • • • • • • • • • • • • • • • • • • • • • • �0.• • • • •A• • • _ _ _ - _ - _ _ - _ - _ - _ - _ _ - _ - _ _ _ _ _ _ _ _ - � vvv v v v vv v v v v v v vvvvvv vv vvv v • • • • • • • • • • • • • • • • • • • • • • • • ^ YY • • • •Aq • • • _ _ _ _ _ _ _ _ v v v�Vvvl v v v vvvvv vvvv vvvv v 90• • • • vv vvvvvvv vvv v v v v v v vv vvvvvv IT vvv v vr V V V V• • . - - - - - - - - - - - - - - - - v lv vvv v v v v v v v v vvvvvv vv v vvv v v v vv vvvvv v v - _ - _ - _ - _ vv e v v v v v v v v v vvvWIT vvvvv vv vv vv vvv v •g - g�- _ _ _ _ _ vv / v°vv°v v°vvv°v°v°vvvv°°VVVvvvvvvv - vvvvv° v ° ° vvvvvvv TA vvv vis v • •::::::•+ , • • �- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ °° • v v v v v v v v v v v v v v v vvvvvv vv vv v v v v / Scale: 1"=40' CITY SUBMITTAL NOT FOR CONSTRUCTION MN n N 2 3 4 . 5 6 7 8 • v• . - . . - ..-a- ; .-.- - • , ° ° ,�� r r , WAYZATA NEW v �t; I/ v v v •••° •' vvv, i • vv vv \ \ I I I ° • • ' • • °°� ° °°°° °° \ ELEMENTARY #9 vvv 1• u: I , vv vvvvvv vvv I I vv • • • } • • • • • 3 vvvvvvv vv J \ vvv • - • • • • • - - • • • vvv Jv v�Pw,yvvvvv vv \ \\ I I °°° r- 4 BUS & STAFF/EVENT QB �v . . .. . •................. IT v vv • • i • • • • • • - - - - - • • • • Al Z rv� �� �vvvv� vvvvvvv` � vvvtfl • i • • • • • • • • • • • • • • • • • vvvvvv A'A.vvvv �vv # ° •• 9 �� .. ................. PARKING °°� °°°••• • •• vv J � I v I ' I' �J • • • • • • • • • • • • • • • • • '!' • (13 BUS STALLS, 170 CAR STA ) 3 ' I I v vv v vvvvvvv vvvv vv \ CBS IT .. .. .. .. .. i \ \ Rim=975.0 I PG 'vvvvvvvv +Wvvvvvvvvvvvv vv \ d� Inv=971.1 N ° � . • • • • • • • • • • • • • • • • • • `vvvvv �.vvvvvvvvvvvvvv vv J 9.• I .. ... ..... u, I .� ... 91 0°° °°° o°°°••••vvv••••°° °• oA \?A �970.8 s - Plymouth, MN 55446 vvE t0 v v I • • • • • • • • • U• • • i�74PtvYVvvvvvv'. vvv vvvvvvvv \ A vva • • • • • • • • • • •�,i • 4 91 vvvvvvvvvvvvvvv'. , v vvvv vv vvly • • • • • • • •� .ivvvvvvvvvvvv vv vvvvvvvvvv v v ** • • • • • • • • • 6 •� • Al • / �vv-�V�vvvITITITp. ¢1�� vvvv vvvvv vv vvvvvvvvvv vv / v v • •••• ••••• • CE ••• •••• • • ••• �dvvv�V-V-W Vvvvvvvvvvvvv v vvvv vvvv �� vv • • • • • • • • • • • • �;�,kvvv vvvvvvvvvvvvvvvvvv vv v vv vv vvvvv \ \ H / v v v v • • • • • • • • • • • • • • ,vv vvvvvvvvvvvvvvvvvv v v vvvv J ' / v v v v •v. vv vvvvvv vv v vv wv IM=97 .7 v v v v • • • • • • • • • • • • • • vvv vvvvvvvvv vvvv v vvv vv \ \ \ // / v 5 v v vv • • • • • • • • • • • • vvv v v vvvv v v vvvvvvvvvvvvvvvv vv vv vvvv vv \ v+'0� '� V.=96 .4 v v • • • • • • • • • • • • • / / vv vvv vvvv vvvvvvvvvvvvvvvv vvv vvvvv vv` vv v v • • • • • • • • • • • • • I �v v v vv vvvvvvvvvvv vvvvvv vv J • • • • • • • • • • • • • • A v v • • • • • • • • • • • • `6 'v v v vvvvv vvvvvvvv v i • ° ° • • • • ........ 9 � s• • •••• •••°°°°°•••°°°°••••° °°••••°°� - � Independent School rv v v v v • • • • • • • • • • • • • vvv vvvvv v v v vvvvvvvv vvvvvvvvv vvvv v \ / U v v v v / vvv vvvv vvvv vvvv vvvvvvvvv v' qiv J CBS �LC v v v v v v • • • • • • • • • • • • • 3 vvv vvv vvvvvv vv vvvvvv vvv \ / yr �V V v v v v v v v v • • • • • • • • • • • TA vvvv IT IT vvvv ,v , �, Rim=971.8 / y v v v v v v v v v • • 9, • • • • • • • • • • • O�� / av vvvvvvvvvvvvvvvv vvvv vvv 3 iv �� Inv=967.2//^ /Q District #284 / I v v v v v v v v v • • • • • • • • • • • • • • �4vv vvvvvvv vvvv vvvvvv vv vv pG -v J \ \ r v v v v v v v v v • • • • • • • • • • • • �• • 1vvv vvvv vv vvv v vv vvvv vv V 7 ° • • ° • • • • • • ... .. ..... .... 9Ah �� °°° •• ••• •• ° •• o' • \ ❑ . / 210 Count Road 101 N v v v v v v • • •O► • • • • • • • • • • • • ` v FV VITT v vvv vv 'v ��• Y V v v v v v • • ►� • • • • • • • • • v vvvv v v vvvvvvv v vv' v J ° •••• •°�•• ••••••• v vv °°VIVIVIVIVIVIV Wayzata, MN 55391 v v v v v v v v v v v� ••••••• • ••• •••••• ] • ••• ` ivv vvvvvvvvvv vvvvvvvvvvvvvv ' v v v v v v v v v v vvv• • • • • • • • • • • • vv vv vvvv vvvvvvvvvvvv•' •� V J �\6 Se v v v v v v v v v vvv • • • • r • • • • • • • • • • • • ^'vvvvv vv v v vvv vvvvvvvvvv 'IV IT \ �, CBS v v v v v v v v v v vvvvv�i • • • • 2 • • • • • • • • • • _ vvvvvvv vv vvvv vvvvvv vv v C/p v v v v vv v v v v v v vv • • • • • • • • • • • • • • • • • • • • • • • • • vvvvvv v vv vvvvvvvvv v% 'vv Ov .� / Rim=971.6 v v v v v v v v v Rvv r vvvvvv v vvvv vvvvv v� vvv vv • • • • • • • • • • • • • • • • • • • • • • • • • • • v v v v v v v v v vvV vvv • • • • • • • • • • • • • • • • • • • • • • • 1 v vvvv v v vv v v vvvvv v'_ vvvvv G'�\ J Inv=967.0 v v v v vv v v v vvvv vv • • • • • • • • • • • • • • • • • • • • • • • • • • • • QE vv vv vv vv vvvv vvvvv vY _ _ _ d vvv vv \�\ v v v v v v v v v vvvvvv vv • • • • • • • • • • • • • • • • • • • • • • • • • vv vv vvvvvv vvvvvv vvvv \WH4 i v v v v v v v v v v v vvvvvvvv • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 v vvvvvvvvv v vvv vvvv v'I, v v v v v v v v v v v vvvvvvvvv vv • • • • • • • • • • • • • • • • • • •�► • • • • • • • • TA vvvvvvvv vvvv vvv v vvvv vvvvv SMQ' .. .. .. .. .. .. .. RIM= 2. v v v v v v v v v v vvvvvv v v v vvvvvv v v v v vvv vvvv vvv v• JJ f1 • • • • • • • • • • • • • • • • • • • • • • • • v v v v v v v v vv v vvvvv vvv v vv vvvvv vvvv C1,0 • • • • • • • • • • • • • • • • • • • • • • • • v v v v v v v v vvvvvvv • • • • • • • • • • • • • • • • • • • • • • vvvvvvv vv v vvvvvv vv v q INV.=9 .4 v v v v v v v v v v v vvvv vvvv • • • • • • • • • • • • • • • • • • • • • • • • g91 - +El vvvvv vvvvv vvvvvvv v v v v v v v v v v v vvvv vvvv --- vvvvv v vvvvvvvv v v v v v v v v v v vvvvvvvvvvv W • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - - - - - vvvvv v vvvvvvv as N ARK v v v v v v v v v v v v vvv vvv ----- vvvvv vvvvv vvvv v T -9 35 v v v v v v v v v vvvv vvvv v-�-`� ggp _ _ _ _ _ - _ _ _ _ _ _ vvv vvvvvv vvv _ . . ...... . ............... .. . .. B v v v v v v v v v v vvvvvvvvv vv • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • e • • • • vvv vvvvvvv v \ v v v v v v v v v v v v 3 vvvvvv • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ _ _ _ _ _ _ v vvvvvv , • • • • • • • • • vvvv • • QB •• • • • • _ _ _ _ _ _ _ •° �'\ JJ • v ° • • ° ° • • ° ° • ° °° ••°° •° • / • • - - - - - - - - - vv • • • • • • • • • • • • •vvv •• • • _ _ _ _ _ _ _ _ _ _ °° v v v v v v v v v v v v v q�ht vv v v \ 919 _ -_-_-_-_-_ _ _ - _-vvv .� CBS v v v v v v v v v v v v v v vv vv vvvvvv vv a� v v v v v v v v v v v v v v vvvv v vvv v v •. •e•e - - - - - - - - - 2 J Rim=969.4 v v v v v v v v v v v v v v v®v vv vvvv vv v .. .. - - - - - - - - - - - - - - vvv / v v v v v v v v v v v v v v v d vv vvvvvvv v - -_-_ _______________ _ QE _ - vvda Inv=965.3 NW. v v v v v v v v v v v v v v vvvv vv v��y,,4� 1 } .. vv 963.4 SW,�� v vv v v v v v v v v v v v v v vvvv vvvvvv vvvvvY� vv v • • • • • • • • • • • • • • • • • • • • • • • • • ��• • • • •A• • - - - _ - _ - - _ - _ - _ - _ - - _ - _ - - _ _ _ - - - _ _ vvv / Iv 3 v v v v v v v v v v v vvvvvv vv vvv v v • • • • • • • • • • • • • • • • • • • • • • • • r • • • •^A • • ____ ___ ____________ __ __ ________ _ _ S + .......................9 .... VJ` • • • • • • • • • • ° • •vvv • • • • vvvv • 1 / Qf v v v v v • • v v • v v ••• TV FIT •• • v •- - • • • • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ vv `(/ ° ° • • • • • • • •• vvv°•• • vvv • • • • • • • • / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ° V / �° ••• • ° • • • • • • •vvvv •• •• ••• • • • dd -, • • • • • rt �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ °° • • v v • v v • • • • v v • vvv vvvvv vv •• v IT IT vv • • •yz O�1- vv / / v v v v v v v v v v v v v vvvvvv 3 vvv v • _•_• • • • • - - - - - - - - - - - - - - - v v v v v v v v v v v v v v v vvvvvv vv vv v v e•,eeeeva TA v \ •••• �•••• _ - - _ - _ - - - - - - - - - - - - - - _ - - - _ - _ - _ _ - _ - _ - _ - _ _ - v °/ �� v v v v v v v v v v v v v v vvvv 19 VITT vvvvv v vvvvvv' WP'v�� Q • y v v v v v v v v v v v v v v v v vv vvvvvv vv vv v v vvv vv 7C �v�i'ri' �\ •-•••• •••••• _ - _ - - _ - _ - _ _ - _ - _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ - _ - _ vl v v vvv v v v v v v vv v vvvvv vvvvvvvv v v v vv ?PQ �yvY��- . . . . 91 _ - _ _ - _ - - - _ _ _ _ _ _ _ _ _ _ - �- _ _ _ _ _ _ _ _ _ _ vvv v v v v v v v v v v v v v v v vvvvv vvvvvvv vvv v vv v vv s 3 vv r • v v v v v v v "► ' 'v v v v v v v vv vvvvvv vv vvvv v v v eee��••••••••'v _ - • • • • • _ _ _ _ _ _ _ _ _ _ _ v v v v v v v v v v v v v vvvvvv vvvvvvvvv v v vvvsseeeva-. p- • • • • • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ vvvvv vvvvvvvv vvvv v v v vvv vvvvvvvvvvv vvv VC /� • • • • v ' • • v' !�° v v v • • •vvv •vvvvv• vvvv• vvv • vvv •••••• o • •.•.•. •.•. _ - - - _ - _ - - _ - _ - _ - - _ - - - _ - _ - - _ - - - _ - _ - - -_ __ vvv WQLD ARCHITECTS v v v v vyl v v v v v v v vv vvvvv vvvvvvvv vv v vv vvv v - - - - - - - - - - - - - - - - - - - - - - vvv v v v v vv, v v v v v v vvvvv vvvvvvv vvv v vv a ��------, v v - - - - - - - - - - - - - - - - - - - - - v v v v v v v v v v vvvvv vvvvvvv v v.awsvvvvvv vvv v �.7 4 •••••• - _ _ _ _ _ _ _ - - - - - - - - - - _ _v� vvv v v v v v v v v v vvvvv vvvvvvvvvv v v • • • PN • • • - - - - - - - - - - - - - - - - - - - - - - - - - vv S ... ... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _--_�- \�8y AND ENGINEERS V v v v v v v s v v v v v v v v vvvv vv vvvvvvvv v - _�� V v vvvvvvvvv v J v v v v v v v v v v vvv v vv vv v v v` • • • • • • _ _ _ _ _ _ vvv RC v v v v v v v v v v v v v v v v v v v vv vvv v Pv� •••••••• • •••• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T vvv A vpv v v v v v v v v v vvv v v v v v v vii"` _ _- -_-_-_ _----------------------------------- _-_--_\-_ v -�� a' vvv \,, Ir 332 Minnesota5treet Suite W2000 �7 / 9esvvveeeee e Vv v v v v v v v v v v v v v v v v v / v v r • • • • • • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ vvv vv v v v v v v v v v v v v v v v vvv 1/ v I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -Inv- b29 1a vvvv Saint Paul, MN j5i41 V vvvv v v vvTT vv v v v v v v v v v v v v 961 _ -_-__________________________ _-_-_-_-_- _--_�_--_ _-$_5E- vvv v vvv vv v v v v v v v v v vvvv v v vv � ° �� •••••••••• ••••• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ ° vvvv woldae.Corn 651.227.7773 v vvv v v v v v v v v v v v v v v v v`v� a e e - - - -� _ - - vvv v v v v v v v v v v v v v v v v v v v - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - v • • •• ••••vvvv • • • • • • • °��• • • • a ... _ - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - • vv vvv v v v v v v v v v v v v�v�v v v v v _ _ - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - vv ' 1 C v vv v vvvv v v v v v v v v v v v v v v v v v ° v ••••• • AB ••• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ vv vvv vvv v v v v v v v v v VA�/v v v v v ii ••••• •••• _ _ - - - - - - - - - - - - - -I_ - - - - - - - - - - - - - - - - - - �• - - vv / x0h vv vv v vv v° v° v v ° v° vva�° Pvv v v v v ° •••••••• • ••••••• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _� - T71 k4 J� - - 7v V v� v v v vvv v v v vv vv v v v v ° v ° ° ••••••••• ••• •• _ _-_-_-_- _ -_---------------_-_-_-_- _-_-_-_- -_-_� _ _TNUU_ v ° ANDERSON -JOHNSON • •- vO v ° v ° O O ° O O O O Ov v v v ` ••••••• ••• ••• _ _ _ _ _ - - - ASSONC TES, vvv v vv v 3 v v v\ v • •••• • •"•• - - - - - - - - - - - - - - - - - - - - - - - - - - v V1 v v� v v e e v v v v v v e QB v v 4 • • • • • - - - - - - - - - I - - - - - - - - - - - - - - - - - - : - v v < LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING ivvvvv vvvvv - vvv vv vv vv v v • • _ • - - - - - - - - - - - - - v 1 ° ° ° ° ° ° • • • • • • • • - - - - - - - - - - - - - - - - 7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427 IT v 1 v v v QI v v v v • • • • • • • • • - - - - - - - - - - - - - - - - - - A t� vv v v v vv v v v ♦ • • - ♦ • • • • • _-_-_-_-_ --------- -- -- -- _-_-_-_ - \ FAX (763)544-053! PH (763J 544-7129 I� •• •••••• •• _ _ _ _ v v vvv vv-*vvvv' "' v v v v � v v v v v • •• •• ••• • ••• ••• - - - - _ _ _ _ T _ _ _ _ _ _ _ _ _ vvv-r-v- vvv vv v v v v v 961 vv vv�s v v vv v .. .. _ _ _ _ _ _ _ � � - �- vv vvv v v v vv v v v v v . . . • • • • _ _ _ _ _ _ /_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ vv -_-_- _ ----- - -- -- -- -- -- -- ------ _-_-_-_-_- -RIP 963.9___-_ - r • 978.9 I \ v v vv vv v vv _ _ - - - - - - - - - - - - - - - - - - - - - - _ - - vv �/ I v v v v vvv v vvv v v v v v v v � Ji�l . =�29-a v v v v vv v v v vvv v v vv vv • •• • • _..•-•• • �• • - - - - - - - - - - - - - - - - - - - - - - - _ �_ - - vv v v v v v 3 v vv v v o CC ° vv v vv vvv_-_-_-_- -------------- �T .... .. _ _ _ _ _ _ :11 vv ° vvvvv �� v °vvvvvvvvvvv AR vv ••• •• ••••••••• - _ - - - - - - - - - - - - - - - _ - - - - - - - - - -� - -f _ vV° v CC vyrf °°°°°o v v v - - - - - - - - - - - - - - - 0 - - - - - - - -_---7--- - v v / I • • ° - - - - - - - - - - - - - - - - - - - - - - - - I • • ems• • - - - - - - - - - - - - - - - - - - - - - - - - -T- - y I yr v vvvvvvvv vvvvvvv vvvvvvvvv ______________________ _ _ ______________________-___ __ vv v v ° v � v v 00000 vvvvv v vvvvvvvvv vvvv v _ �_ p�' v �j/ °00000° v v v v v vvv v v v vv vv vv vvv _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� v� � ` / oo °, v v v v • v • •• vvv ••• v vvv •• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ f _ _ _ .� v / I o e o • • • • • •• • • vvv • vvvv vvv • I v v v v v v v v v v vv v v v vvv - �- _ -� v °e °° v vv vv v v v v v v v v v v vv vv vvv vv v v v v vvv v _ _ _ v oe v v v vv v v v v v v v vvv vv vv vv _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ vv / v v v v v v v v v 3 v vvvvvvvvvvvvv vvv vv _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ vv 2j, CBS v v vv V--- v v v v vv.-- 1 UJ v vvv vvv v _-_-_------------------------------------ _-_-_-_-_-_-_- v R Rim=965.: D I v v vv v v v 3r__ vvvvvvvvvv vv vvv v _ v Cp / I 3 v v v \ 1 vvvv vvv v v •a - - - - - - - - - - - - - - - - - - - - - - - - - - v V Inv=960.1 v vvvvv v v v v v v� ` �•vt>ivvv vvv v v vvv - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( _ v /� I°°°0000,° CC v v rr� / 1 ' vvv vvv v Rga�r�q _-_-_-_-_-_- - - - - - - - - - - - - - - - - - - - - 959.7 0 0 ve vv MIT v ° v ° ( I v vvv vv° v 'vvvv TV V4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� = _ - - vv // / ��\ vvv vvvvvvvv ° v ° v ° �� I 1 v vv vvv vv vvv 1 AS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -r� - _ _� v / /� INV Io° ° °O°000a°° • v 3 1 , 1 vvv vvvvvv vvv - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -/ _ ^ _ vv / `A',J�E a ° vv ov vv vv vvv vv___________________________69=_=_= ___ vv I ° • 1 t 1 `v vv vv vvvvvv _ f _ °00000° '�-at�v v ` [ V v v v v v v vvv v v / I 1 • •• •• •• vvv _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ °° / vvv vv vv vv _ _ vv • • TV L • TV • • • ° ° ° v v v v v v - - - - - - - - - - - - - - - - - - - - - - - - - - � - - v G� I hereby certify that this plan, specification or report was prepared by v v v v v v v v v - - - - - - - - - - - - - - - - - _ - - - - - - - - - v / me or under my direct supervision and that I am a duly Licensed vv vv vv v vv - - - - - - - - - - - - - �- - - - - - - - - - - v /� /- 27" FRP SN 72 / vv v vv vv vv ----------------------- -- 2% SN -72-_-_-_-_ -_-_-_- -�- vv - / LANDSCAPE ARCHITECT >� /> I v v v v v v v QE UJ -SMH v under the laws of the State of MINNESOTA SMH / I vv TV IT vvv vv - v � � v vv vv vvv - - - - - - - - - - - - > ' 72 RIM=96� " � v vv vv vvv >--0>_27- FRP sri - - `v vvv TV v �> tv vv vv �� vvv f v vv vv vvvvvvvvvv vvvvvv v vvv vvvvvvvvvvvvvvv v vv v vvv SMH / I P vvv vvv vvvvvvv y vvvv `�i vvv v v v vvvv v v v v vvv vvv vvv vvv - v v v v v v v v v v JARED C. LEE RIM=972.2 I vvv vvvvv vvvvvvvvv vv vv •• vvvv Registration Number 44369 Date XX/XX/XX vvvvv vvvvvvv vvvv vv v vv v vvv vv vv v EDGE OF TREE / - 1 - - - vvv vvvvvvvvvv vv v vvvvvvv vv v v �- - - - - - - - - - - - - \ v v� vvv wv vvv vW �w v wv v °�v v �a-�at� v v v� - - - - - - F 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2. REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING AND SEEDING. 4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. 5. 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. 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RE -SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING, REFER TO SPECIFICATION FOR PROCEDURE. 8. ALL TREES TO BE BALLED AND BURLAPPED. 9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED. 10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGIN BRANCHING NO LOWER THAN 6'. ■ f -- DRIP LINE ' - -CERTER0NT= __� - - - ® PROPOSED CONIFEROUS TREE I FEMA FLOOD vvvvv oov°°°° vvvv vv v e : dv 2-2 vv v i I /f OF CREEK ` `---ZONE APER ---. ° °°°°° � o°o °°°°°°°°o°°°°° ss °°sem--- ° ° -'"�� ° 's'1 � WETLAND I INV= r � CENTERLINE \ DIGITAL FIRM I ^ I s !� AREA=37,820 �,% CENTERLINE 971.0 -/---�.F-T.----OF-CR-EE- - ---\\ - -+- - -�OFCREEF ---- - - -� -I-- INV= I 76.1 956.8 CIM 4 Ir 970.6 I 957.1 1 a, 1 I _ 956.1 NOTES: LEGEND F 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2. REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING AND SEEDING. 4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. 5. 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. 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RE -SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING, REFER TO SPECIFICATION FOR PROCEDURE. 8. ALL TREES TO BE BALLED AND BURLAPPED. 9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED. 10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGIN BRANCHING NO LOWER THAN 6'. ■ PROPOSED DECIDUOUS TREE ® PROPOSED CONIFEROUS TREE ® ® O PROPOSED SHRUBS 00 PROPOSED HERBACEOUS PLANTS �•�•�•�•�•�•�•�•� APPROXIMATE SOD LIMITS -------------i I- ------- i PROPOSED SEED MIX #1 - -rrrVrVVVV_V_.-V_- - PROPOSED NATIVE SEEDING tvvvvvvvvvvvvv t vvvvv vvvvv s -I - - PROPERTY LINE COMM: 172246 Date: 02/15/2018 Drawn: JCL Check: JCL North LANDSCAPING PLAN SOUTH Scale: , CITY SUBMITTAL . NOT FOR CONSTRUCTION 1m12 MN N INV= _------ 9881 CBS Rin=9%.b Inw9J9.d A 1 CBS U U 0 N PROPOSED BUILDING INV= 9785 6 0 ,,TRAIL 0 e0 0 O. Pr..IO p S -9J9.1 I l = �O' Rim Lor -9J .9 1 WeF=8]6.3 976.3) .2 1 F Ktr,� 4)O Ylnv.-9]1.9 1 gQl00 " 1 0 0o g� 020 n 11 Py.V P.597 INV- 1 I 58287.'at /i i' :\0"2 •WMln.z J— 74 ---------------------- -----� 4�0� ' RT's3a5aJa. IIf �J; � yjJy PoM-9fi3.e -'-+ =--, ----- -- '--------- D R A I NAG E RIM=972.2 - -' r EDGE OF TREE p� Jo — — — — — — DRIP UNIE — — — — — —— % OF CREEK _WETLAND__ 5 g 1 , 7 8 NOTES: 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. WAYZATA NEW ELEMENTARY #9 LEGEND Plymouth, MN 55446 �STORMWATER RE -USE IRRIGATION AREA PROPERTY LINE 2 RI y97 INV. \ 11 =-97 IN1 948. BUS 8 STAFF/EVENT PARKING 01 rya sus s7ntas, 11 u.RsrnLtsl fP5 , \\ �911510N1 A N D U T I L I T Y E A S E — — — L FEMA FLOOD ZONE A PER DIGITAL FIRM a HE '=A17.6 CBS Inw964. R-969.4 nK988.965. I3 NW. STMH Rim=967.8 861.8 N _ %I.6 RIM - d l I �nRIM-968.3 INV. -9285 TNH=96 . I In / I INV= I 580 / I w/ I ti j C1T ,SUOMITTAL RM -980.8 - - NW. I � T FOR CON�TI�UCTION Independent School District #284 210 County Road 101 N Wayzata, MN 55391 WOLD ARCHITECTS AND ENGINEERS 332 Mine= Sue t, Suite W2000 Saint Poul, MN 55101 w Idac.mrn 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES, INC. hereby d than thla plan, tWfi—n or report was praparatl by me «unser my di,ecl supervision and then I an a duly Licensetl LANDSCAPE ARCHITECT umerthe laws, the State I MINNESOTA JARED C. LEE Rat.—n N—b., 44369 Data XXIM)D( Comm: 772246 Date: 07/1112078 Drawn: JCL (1) Check: JCL North IRRIGATION COVERAGE PLAN Scale: 1" = 50' I C I I CBS Pin- 9 68 U 0 N PROPOSED BUILDING INV= 9785 6 0 ,,TRAIL 0 e0 0 O. Pr..IO p S -9J9.1 I l = �O' Rim Lor -9J .9 1 WeF=8]6.3 976.3) .2 1 F Ktr,� 4)O Ylnv.-9]1.9 1 gQl00 " 1 0 0o g� 020 n 11 Py.V P.597 INV- 1 I 58287.'at /i i' :\0"2 •WMln.z J— 74 ---------------------- -----� 4�0� ' RT's3a5aJa. IIf �J; � yjJy PoM-9fi3.e -'-+ =--, ----- -- '--------- D R A I NAG E RIM=972.2 - -' r EDGE OF TREE p� Jo — — — — — — DRIP UNIE — — — — — —— % OF CREEK _WETLAND__ 5 g 1 , 7 8 NOTES: 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. WAYZATA NEW ELEMENTARY #9 LEGEND Plymouth, MN 55446 �STORMWATER RE -USE IRRIGATION AREA PROPERTY LINE 2 RI y97 INV. \ 11 =-97 IN1 948. BUS 8 STAFF/EVENT PARKING 01 rya sus s7ntas, 11 u.RsrnLtsl fP5 , \\ �911510N1 A N D U T I L I T Y E A S E — — — L FEMA FLOOD ZONE A PER DIGITAL FIRM a HE '=A17.6 CBS Inw964. R-969.4 nK988.965. I3 NW. STMH Rim=967.8 861.8 N _ %I.6 RIM - d l I �nRIM-968.3 INV. -9285 TNH=96 . I In / I INV= I 580 / I w/ I ti j C1T ,SUOMITTAL RM -980.8 - - NW. 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TYPE AA ury LUMENS TOTAL AA 102.00000 ' C;4.1)XKC 0 4.00000 1.00000 13088.00001.5235r'...:)OGOi` AAH 9.00000 2.00000 DD 13089.00000 25'78.00000 313 WW 1.00000 71.00000 6967.00000 89157.00COO CC GsNoo0n aW1019 75 sA 9.00000 -Is 8923.00000 SC307.00000 00 TOTAL $F OF HARDSCAPC = 8.00000 1000.00000 810.) .00000 WW 9.00000 02..6 /.51KXJJ 1800.0000014900.0000x` lrMn1143 DU:IiJP;JON-IRSNAq-T51A TOTAL SITE LUMENS= 1S+S20P-OGOCJ _ .w :ANcwJr++sl 1a e.. )Is ,IIw aJ. LION. lG13. J".. GI,,UCNI AL SF OFOF HAI RDSCAPE = 171128.00000 L.^^:: ALLOWED LUMENS/SF'- 1.26000 MAX ALLOWED SITE LUMENS = 3910 O0000 SITE WATTAGE CALCULATION LUMINAIRE QUANTIT TYPE Y LUMENS TOTAL AA 4.00000 10.100000 40+.;.(;30:.:;: AAH 2.00000 102.00000 ' C;4.1)XKC 0 Be 1.00000 54.00000 CC 9.00000 102.0000) 9'H. DD 8.00000 11.80000 94.4c.;30f'. WW 9.00DOo 71.00000 'uNfN�'.9YI TOTAL SITC LIGHTING WATTS=/!/�1J(:;;(J GsNoo0n aW1019 75 sA -Is 2w TOTAL $F OF HARDSCAPC = 171128.00000 ALLOWED W/SF(ASHRAE 90.1)- 0.06000 MAX ALLOWED SITC LIGHTING W = 02..6 /.51KXJJ EXTERIOR LUMINAIRE SCHEDULE fE1TER UIMINAIRETYPE LUMEIISWATTS VOLT MOUNTING LENS-UXIVER LUMINAIRE DESCRIPTION MANUF 88ERIES NOTES lA 111 N a9 : :)'GU 1'I AnIn G"I. ).,ie0Ns9aragl.8'n. kt X1101MJ1.11I11N Ion NR 'uNfN�'.9YI io N'pINtN GsNoo0n aW1019 75 sA -Is 2w IU r Os'k 4 in. GL : to NAIOIM:SAG MOIINI S J i 1 ) . ASff N& 'n'YA USOL S p lrMn1143 DU:IiJP;JON-IRSNAq-T51A UX:q.I Mo.m 1 tp nl Nu wG Axl �I, E :. ii•,:x. n.,. I.OFX LIIAENC ID`W .w :ANcwJr++sl 1a e.. )Is ,IIw aJ. LION. lG13. J".. GI,,UCNI 0 .:, I W _ a a 91 0 M IX.IxiLV 1Vct IC I.. n.�.S ..n, Wi MOWJ1 L.^^:: o. w,.n tatr,I lu, C i 1G M S 'e'.,:. Nsow 3' SIJ, I' auln.> n s,IaOx,Wl.u,q.ISIa, Wi ixlUon owr.�r rss+W "_,. Ilea Tnxun X.s1 rsM Na' 'Lew arxua,lw,w nM n::.51•n)wa LUG It wG .I. J,. G, Opt MOUen AFAR fM ERF ffAt�LfIIS ffii TALL S`SOW1f 61EF_+ULf Isla '.5a ) s xxn r2+U. IfiI+ F1RRIf1?1VF Nn11N'E)ARFAl10NlNU GC IixIU?I. .i.:,:N �IId IIINN9, 11G'N N"'O- 6 pupil :l-Ir..I Y Nff' 'Iqu wG N.' G J;. G:':.'pl. U•FU HFION'bFM!A ANJ XILEia BFhv' IBZHIIAI'rIBR41wN nRAF'Ei SPAIMf.11 """"' 1015'81 :aoH I. MWM -I.W.U.1 9h'flt' =CCE.sE)iILINO S.WIOEOT?IMIUX'Co JAN'IIe ED IA\)LLEUONFNN.N' noTrINLX R 1:-11 WI'II In'Ie. ..... 16) J nsNl T INS N.Ot A: UMNJM CU^NinAtN HINN1 II IIMII Ws II;.•I-NW'IW.M'a .01X WW XIx;ION WNI Y,b1N NN.i GJ'.I W1 WWl. N(xn 111 on II S.. IIJ wsf.YM SHAY INN1 1WJIUM NS,IIW A-IZAIdF IU!i XA wan, JOSO IN !L''V U011ON0 WAIM+)MNWC FNTI,Is LUNY YAIXF acnmuLe rvo,f s 1.CfE1fRE-E SAGE -C Bf �AI1fIS IELLOW WAYZATA NEW ELEMENTARY SCHOOL INDEPENDENT SCHOOL DISTRICT #284 210 COUNTY ROAD 101 NORTH WAYZATA, MINNESOTA 55391 mi WOLD ARCHITECTS AND ENGINEERS ` Saln,l`illl. AIN 54101 welJx., 16512.17 =1 I senortoolti Unn tNN OMo, epxWWWer noon mF ps, nod b, on. -I., , Nlons so snW On na -1 naa 1.1, tamed PROFESSIONAL ENGINEER onceIM Mlam of ton sone of MINNESOTA BRADLEY JONANNSEN ..'snot.. lbllaer 43936 Nly 01 10 18 Revisions AeaaN011a W Ru. Comm: 172248 Date: 01/10/18 Drawn: Z. BATTAGLIA Check: 7. BATTAGLIA North PHOTOMETRIC SITE PLAN - MAINTAINED FOOT CANDLE LEVELS Scale: 1" = 50'-0" PE132 MN A 1 2 3 4 5 6 7 x WAYZATA NEW ELEMENTARY #9 MELH 4 22 05 Plymouth, MN 55446 OFFIGE oy A108 Independent School 7A1 s� oR District #284 s� 06 210 County Road 101 N d REGENING ���// MIN 55391 A101 Wayzata, OUTDOOR STOR OFFICE A111 A105 DISH NVrSN � !� DRY STOR A114 OB O® A115 6YM A o ga A101 0 CLASSROOM CLASSROOM CLASSROOM CLASSROOM ' O KITCHEN o 0112 Dill I Folio]D109 STAIRS 6 FA-113]GAFETERIA E109 GLA55ROOM .D B102 E10T GYM STOR � A703 T .D r RE500RGE AREA clRc ® ® D1O8 E1RD ARCHITECTS 41 AND ENGINEERS GYM B F51041 GLA55ROOM A102 - E106 332 Minnc¢ora Sacco Sui[c W2000 ONF — GONFERENG Saim ISuI, MN 55101 ®® — SIT CON E111 D115 11 P! FLEX ROOM—id..-. 16512277773 MU5I7 BOYS IRLS BRI6HT5TART 6IRL5 D106 GIRLS 8121 B 0 8110 B11T D116 _ E112 STOR GIRD B108 D1 6] E 12 A5'R� E1GB AREA G E OOM ® B120 BOYS B113 D11T FLEX DIROSOM B O H ll E113A CONE SPEECH PED SNF 505 KRAUS-ANDERSON B111 B11C BI09E113 11120 CLASSROOM ART EL I =E104 6101 CIRC RE50URLE AREA 4 8112 D71074 GIRL 01 7101 P MOTOR OFFICE �. L114 6115 � – – – • O GLA55ROOM KINDERGARTEN NFERE�Ii G E103 6118 E102 5 TOI C1151- G1186 LLA55ROOM GLA55ROOM GLA55ROOM KINDERGARTEN G1186 OILD101 12102 0103 L118A o KINDERGARTEN KINDERGARTEN 7103 6110 I y 1111 11 ceniry mar mis pan, specinri h repos was y Dv 1 Wme rurAer my tlired wRCHITEC that amatlJy Dceraetl 01 ARCHITECT ewer melaws or ms srate or MINNESOTA S R. SCOTT MCODEEN 6109 0 C103B GIRD GONF G 10B 09 nse Number: 20155 Dare 3/15/2018 STOR 0108 STOR G104B Fr 1-0 Revisions Description Dale Num KINDERGARTEN KINDERGARTEN 6104 6101 Comm: 172246 Date: 3/15/2018 Drawn: SH KINDERGARTEN Check. KE North %1 FLOOR PLAN - LOWER LEVEL c1o6 NOT TO SCALE FLOOR PLAN - LOWER LEVEL 4 09 Scale: 1/16"=1'-0" CITY SUBMITTAL NOT FOR CONSTRUCTION Pa MN A mss'' gs e OPEN TO BELOW i A 0 oa o s O6 CLASSROOM LL455ROOM CLA55ROOM CLASSROOM OPEN�TfSBELOW 0212 D211 0210 D209 MEGH MULTI-PURP05E/ LOMP LAB 11205 GIRD CON RE50ORCE AREA CONF E210 8208 D2073 8209 LG GRP LEARNING 8211 WORK ROOM IDF CONF D215 MEDIA GENTER 5210 0215 r� 0201 6IRL5 GLA55ROOM WORK ROOM D211 0206 &XL` �� 11227 ��Ij E212 � GIRG &--- FALULTY DINING P214 OURLE AREA 11216 a LOMP LAB 8 FE -20b] MEDIA GENTER '� 5203 D218 CLA55ROOM LONF COMMON5 12205 8206 GONE BOYS 5219 ADMIN D221 E213 8213 OFFICE 8211 GIRL 5202 RROOM E ROOM GIRG FFIGE - D204 E201 OFFICE 0214 VE5T _ B216 8201 GONF 6219 INTERVENTION BOYS GIRL5 GIRG C72175 L203 r202 L223 GONFERENGE E202 ® CLA55ROOM CLASSROOM CLASSROOM CLASSROOM ® 04 51?G 6211 D201 I EI202 0203 9 SDG G214 OA 6214 FLOOR PLAN - MAIN LEVEL I NOT TO SCALE CLASSROOM L206 09 RESOURCE GLA55ROOM o G1O�9 6212 CLASSROOM 6201 - CLASSROOM 6211 GLA55ROOM G210 WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 GLA55ROOM • • E201 _F CLASSROOM \/ E206 01 WOLD ARCHITECTS AND ENGINEERS ffiffiffie 332 Minnc m Sacc1. Sui[c W2000 Saint T-1, MN 55101 GLA55ROOM—id..-. 1 651 227 7773 E205 GLA55ROOM X04 KRAUS-ANDERSON 4 CLA55ROOM E203 1 M1erebycenify tllal lM1is Ilan, spedllwnon of repon waz preparetl by 1111w 1 my tlired aper45ion Intl—lamadJy Liwe 1 ARCHITECT 01 umer Melawa ar Ina wale of MINNESOTA R. SCOTT MCQUEEN nee Number: 20155 Date 3/15/2018 Revisions Desdiplion Dale Num Comm: 172246 Date:3/15/2018 Drawn: SH Check: KE North FLOOR PLAN - MAIN LEVEL Scale: 1/16" = T-0" CITY SUBMITTAL NOT FOR CONSTRUCTION Pa MN a I A j F i SITE PLAN TO 5GALE 6 . . — 7 B WAYZATA NEW Paths Report ELEMENTARY #9 Project Name: Wayzata 0ememtary Scrlaol Lnsalian: Building Owner; ISO 9284 Plymouth, MN 55446 ProjealID-. 172246 Element 63Hz 125Hz MHz 500Hz 1KHz 2KHz 4KHz Comments Path 1 Independent School Custom Element too 97 97 96 94 87 83 DaNnAWS265COPChiller District #284 Cutdoor -42 -42 -42 -42 -42 -42 142 Distance Lass (215' to property Ilne) 210 County Road 101 N Barrier -6 -9 -11 -14 -16 -19 -21 Harrier insertion loss Wayzata, MN 55391 Sum 56 46 44 40 36 26 20 NC 35 RG 34(N) 42 d8A ------------- OPEN ------ — OPEN PLAY AS WOLD ARCHITECTS AND ENGINEERS 332 Minnc m $acco Sui[c W2000 Saint Poul, MN 55101 woldac.wm 1 651 227 7773 KRAUS-ANDERSON 1h tllal lM1is Ilan, epedllwnon or lepon waz preparetl by 11 11 u1Ae1 my tlired apenision Intl -1111 dJy Liwe ARCHITECT emar Melaws or lna scala of MINNESOTA R. SCOTT MCQUEEN nre Number: 20155 Date 3/15/2018 Revisio Description Dale Num Comm: 172248 Date: 3/15/2018 Drawn: SH Check: KE North SOUND SOURCE CONTROL PLAN Scale: 1"= 50'-0" Pa MN A 1 2 3 7 (6 3) 6 5 I 2 NORTH ELEVATION - AREA 'G' NOT TO 50ALE MATFRWS KEY MATERIAL 04A1 BRIYM 1 - L16HT 04A2 BWLK ] -DARK 04A5 MR 2 SOLDMt O UR5E - DARK 05.66 PwRUW METAL PANEL 05.85 NJ. O PMIEL - LHMAP 05.86 R15ULATED METAL IWLL PANEL 05.88 N Nw PANEL -SKY 0BA'I PREFA 1!1? NLMWIfM FRAME-LHAMPMNE 05.W PREFIN6HED ALUMMUM WMDOVI — - — 06.35 TRMISWOENT HALL SYSTEM 06.5,_ fpiMlw 6 - Fb2 OB.SB EK(FRTOR 6LAZIN6 10.14 lAll = NJMRLM DMENSIONAL 5I6NA6E 5 y E TOP OF PAR i �_8� ELEVATION KEY 0 Q2 WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 l 9 ee WOLD ARCHITECTS AND ENGINEERS 332 Min—$- Suitc W2000 Slinr T-1, MN 55101 —1dac.wm 1 651 227 7773 KRAUS-ANDERSON 1h tllal lM1b Ilan, epedllwnon of lepon waz preparetl by 1e11w 1 my tlired apenision Intl—Iamaddy -d ARCHITECT umer tlielawa ar me stale of MINNESOTA R. SCOTT MCQUEEN nee Number: 20155 Date 3/15/2018 Revisio Description Dale Num Comm: 172246 Date: 3/15/2018 Drawn: SH Check: KE ELEVATIONS Scala. As indicated CITY SUBMITTAL NOT FOR CONSTRUCTION Pa MN A 1 2 3 4 5 fi 7 8 n n (-B' Vis)Ink .Isr BEaRTr BA5EML - - - - - - - - - - - - - - - - - - - - - - - - 1001-01• 04,01 6RILK 1 - LIGHT B 04m BRILK 3 - DARK nawm Enlemnce LONLRETE 5L 1 0589 PROFI METAL PANEL 0588 AJIM PANEL - SKY 1h tl,at tM1H pan, epeallwnon or repos waz preparetl 01.39 08.01 PREM15HED METAL LOPR62 PANTED HOLLOW METAL FRAME, AS S 1!17 by me or urAer my tliren wpervision antl tM1atl am atlJy Joeraetl ARCHITECT 08.35 OB.5B TRANSWLPJ9TFULI.STST04 EMERtt)R bL/�I6 urMer Melewa of the Siete of MINNESOTA R. SCOTT MCQUEEN —Number: 20155 Date 3/15/2018 BASELL 11.11, EXTERIOR LTt1HT EXTERIOR LIGHT EXTERIOR LIGHT NORTH-EAST ELEVATION - AREA 'f4' 1 NOT TO SCALE 5' ao ao ^OPOF PARAPET_-----------------.-----------.— - - - - -- - - D SA5EML 0 1001-01• - - - - - - - - - - - - - - - - - O'awLL _ — - — - — - — - — - — - — - — - — - — . — - — - — - — - — - — . 86-8 SOUTH-EAST ELEVATION - AREA 'A' � � � NOi TO SCALE A� e� �g E €1 $J F1 NOT TO SCALE WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 WOLD ARCHITECTS AND ENGINEERS 332 Min—$- Suitc W2000 Saim, T-1, MN 55101 —1dac.wm 1 651 227 7773 KRAUS-ANDERSON Revieib Descriplibn Dale Num Comm: 172246 Date: 3/15/2018 Drawn: SH Cheek: KE ELEVATIONS Scala. As indicated nK Pa MATH21AL9 KEY KEY MATERIAL 04,01 6RILK 1 - LIGHT 04m BRILK 3 - DARK 04.01 LONLRETE 5L 1 0589 PROFI METAL PANEL 0588 AJIM PANEL - SKY 1h tl,at tM1H pan, epeallwnon or repos waz preparetl 01.39 08.01 PREM15HED METAL LOPR62 PANTED HOLLOW METAL FRAME, AS S 1!17 by me or urAer my tliren wpervision antl tM1atl am atlJy Joeraetl ARCHITECT 08.35 OB.5B TRANSWLPJ9TFULI.STST04 EMERtt)R bL/�I6 urMer Melewa of the Siete of MINNESOTA R. SCOTT MCQUEEN —Number: 20155 Date 3/15/2018 Revieib Descriplibn Dale Num Comm: 172246 Date: 3/15/2018 Drawn: SH Cheek: KE ELEVATIONS Scala. As indicated nK Pa MN A SASEML X100-0• 6 EASELL EX1 �� SOUTH ELEVATION - AREA 'A' i NOT TO SCALE 5 g E 1 H �G.5i T.O. PENTHOUSE L_ _ — TOP OF PARAPET TS bt_ 100'-0" 4 5 6 7 8 13 ' 13 ' 12 6 13 i y5.B 6.16 4.0 B.SB 4.01 5.6 6.5 6.5 TOP OF PARAPET _ TOP OF PARAPET _8,_8, T.O GAFETERIA 5.8 v 110�_B- - - 4.0 KX v gASEML _ _ _ _ _ _ 100-0 100-0 100-0 5.88 4.0 4.01 �BASELL _ _ �BASELL _ B.5 4.0 .88 SOUTH ELEVATION - AREA 'B' ��� NORTH ELEVATION - AREA 'a' %1 SOUTH ELEVATION - AREA 'D' NOT TO 51 -ALE '� NOT TO SCALE -'r NOT TO 5GALE F EAST ELEVATION - AREA 'B' 5 NOT TO 51,ALE WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 WOLD ARCHITECTS AND ENGINEERS 332 Min—$- Suitc W2000 Swim, TSul, MN 55101 wotdac.wm 1 651 227 7773 PnWA KRAUS-ANDERSON I M1erebycenify by me owr tlmly dil dIl --In n, dpeHInIltlnorar1111 wtlaJdyJ— tl ARCHITECT MATISN KEY umer Melewa or me srele of MINNESOTA KEY MATEIUAL 0401 5W 1 - LIbHT R. SCOTT MCOUEEN 04.0] 9121OK]-DARK nde Number: 20155 Date 3/15/2018 04.05 BRVAC ] SOLD@R LWRSE -DARK 05.66 PROFILPD METAL —EL 05.65 A WIH PANEL - W MP 05.66 1NSIILAT® METAL HALL PANEL 05.66 AVIMINUM P.EL - 5K! 06.16 INSULATED AWM PANEL 06.56 FRIITID 6LA55 - F61 06.51 FRIITp bLl'fi - Fb] 06.56 EKTHtIOR 6UID16 06.61 l50REE11 LOWER Revieio Dedcriplion Dale Num Comm: 172246 Date: 3/15/2018 Drawn: SH Check: KE ELEVATIONS Scale. As indicated CITY SUBMITTAL NOT FOR CONSTRUCTION Pa D6 MN A 1 2 K v r.o. 'ENTHOU5E 130-B 5 fi 7 8 WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Q n Independent School Y District #284 210 County Road 101 N Wayzata, MN 55391 5.92 lELEVATION KEY 1ST BEARMG _ _ _ QST BEARMG _ _ 113-2" 113-2" ❑ 4a ❑ 2 BASEML BASEML _ 4.0 4.0 4.01 4.01 4 WOLD ARCHITECTS AND ENGINEERS X86' -B" X86' -B" 332Maint Pa Sacci. 5ai1W2000 Saint Paul, MN 55100 1 —id..-. 1 651 227 7773 ❑ _-� WEST ELEVATION - AREA'F_ EAST ELEVATION - AREA 'E' "'� NOT TO SCALE 4 NOT TO SCALE Gi�''❑ �Y �s KRAUS-ANDERSON - — - — � JST OEARIN6 113'-2" B SAL 04.01 86-6 EXTERIOR LIr HT—J 04.0] WEST ELEVATION - AREA 'E' c NOT TO SCALE 05.64 PROFIL® METAL PANEL . D r.o. leENmousE —_—_—_—_—_— 5.8 8.58 8.16 J3T SEARING X113'-2" _ a 100'_0" g! 4 PREFABRICATED PROFLW METAL PANEL CORNER AE � EXPANSION JOMT e� �g E Al, M FRAME -CHAMPAGNE '�SOUTH I 1 ELEVATION -AREA 'E' s ` NOT TO SOALE A T 5 fi 7 8 WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Q n Independent School Y District #284 210 County Road 101 N Wayzata, MN 55391 5.92 lELEVATION KEY 1ST BEARMG _ _ _ QST BEARMG _ _ 113-2" 113-2" ❑ 4a ❑ 2 BASEML BASEML _ 4.0 4.0 4.01 4.01 4 WOLD ARCHITECTS AND ENGINEERS X86' -B" X86' -B" 332Maint Pa Sacci. 5ai1W2000 Saint Paul, MN 55100 1 —id..-. 1 651 227 7773 ❑ _-� WEST ELEVATION - AREA'F_ EAST ELEVATION - AREA 'E' "'� NOT TO SCALE 4 NOT TO SCALE Gi�''❑ �Y �s KRAUS-ANDERSON - — - — MARRIAL9 KEY KEY MATERIAL 1h tllat iM16llan. speallwnon of r tl epos waz Prepare by me of antler my tlired ARCHITECT iM1al I am a tlJy Lioersetl ECT umer Melawa ar lna wale of MINNESOTA R. SCOTT MCQUEEN nse Number: 20155 Date 3/15/2018 04.01 6RIOK 1 - LIGHT 04.0] BRICK 2 - VARK 04.05 BWCK 2 SOLDffit CCVR6E -DARK 05.64 PROFIL® METAL PANEL 05.65 ALIIMIXM PANEL - CHAMP 05.86 M !_ATEP METAL LW LL PANEL 05.2 PREFABRICATED PROFLW METAL PANEL CORNER 01.41 EXPANSION JOMT 0611PREFMENI® Al, M FRAME -CHAMPAGNE 08.16 "TE, ALUM PANEL 08.30 08.58 PREFMEHED A ]Nkl WINDOW WE—bLALNb 08.61 SLRE@! LQNFR Revisions Descnplion Dale Num Comm: 172246 Date: 3/15/2018 Drawn: SH Cheek: KE ELEVATIONS Scala. As indicated CITY SUBMITTAL n� NOT FOR CONSTRUCTION Pa MN A amp T.O. PENTHOUSE _ 1 30 2 3 4 5 (N) l rel)(L) (K 5) (K) (JJ.4 75T BEARM6 `I' ,1ST BEARING BASEML BASEML BASEL � � i 6A5ELL _ B6'-B� EXTERIOR LIGHT 8.58 4.01 4.0 8. 4.01 4.0 4.01 8.50 EAST ELEVATION - AREA 'n' & 'E' SOUTH ELEVATION -AREA 'D' NOT TO SCALE NOT TO 51 -ALE 6.3) 12.6 6-1OP OF PAR) v 116�_g. eL5TBEARING _ JST BEARMG \ ITS 5.86 B.01 g.61 5.g6 5. T.O. PENTHOUSE T.O. PENTHOU5E 100'-0" 100'-0" 4.0 WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N Wayzata, MN 55391 ee WOLD ARCHITECTS AND ENGINEERS 332 Min—$- Suitc W2000 Swim, TSul, MN 55101 —1dac.wm 1 651 227 7773 PnwA KRAUS-ANDERSON D 4.01 4.01 JST SEARING JST BEARM6 Wme ore r pe ere ycem are an, epe iwooa or repos was prepare BASELL BASELL raerm airenwnisioa an ama1111 ddy uoeraea ARCHITECT 2 PENTHOUSE - WE5T ELEVATION NOT TO 51 -ALE a 3 N g E T.O. PENTHOUSE nT� FT & 1 8" T t ,�JST 13ENZN6 _ _ 113-2 A r,1 PENTHOUSE - EAST ELEVATION T NOT TO 51 -ALE F B PENTHOUSE - SOUTH ELEVATION NOT TO 5GALE �1 PENTHOUSE - NORTH ELEVATION '� NOT TO 5GALE umer lHelawa er me dela o, MINNESOTA 6 NORTH ELEVATION - AR q' NORTH ELEVATION - AREA 'E' R. SCOTT MCQUEEN NOT TO SCALE NOT TO 5GA1E —N—r: 20155 Date 3/15/2018 Reviaio Deacriplion Dale Num ELEVATION KEY MATBiiALS KEY .� KEY MATERW. -1 51-K 1 - L HT 4 04.05 5MI 2 50LIaM c R5E - DARK 05.86 65.. PwRUW METAL PANEL A M -M —EL - -MP Comm: 172246 ❑ /� 05.86 08.01 08.01 1NSUv.Tb METAL MN PANEL PALMED HOLLOW METAL FRAME, M PRE19AIb11Ep AWMWIfM FRAME-LHAMPMPA6NE Date: 3/16/2018 DraWD: $H 08.16 A15ULATED ALUM PANEL Cheek: KE 2 08.58 EXI m 6LAZIN6 08.61 SGREBi LOUVER ELEVATIONS 8 b Scale. As indicated CITY SUBMITTAL NOT FOR CONSTRUCTION Pa9w MN A WEST ELEVATION - AREA 'D' NOT TO SCALE c SOUTH ELEVATION - AREA 'G' NOT TO SCALE fi 7 WAYZATA NEW ELEMENTARY #9 Plymouth, MN 55446 Independent School District #284 210 County Road 101 N 6 Wayzata, MN 55391 MAIERULS KEY �J5T BEARING _ KEY MATERIAL 3'-2" 04D1BRICK 1 - Lt6HT MOWLK 2 - DARK 4.0 04A5 6RIOK 2 501DffR oGURSE -DARK • • 05.66 PROFn m METAL PANEL 05.85 A HNIIM PANEL - OAMP 5 obAl PREPW ED A MNIM PRAME - CHAMPASNE ob.16 MEUTALU lMa AM PANEL 06.56 EKIERIat bLALNb BA_M L 4.0 WOLD ARCHITECTS 401 AND ENGINEERS BASELL 332 Minn— Strcct. Suitc W2000 Saim tsar, MN 55101 ELE=VATION KEY —ldac.wm 1 651 227 7773 %1 NORTH ELEVATION - AREA 'D' NOT TO SCALE 10 0 KRAUS-ANDERSON 1h tllat tM1b Ilan, epedllwnon of lepon waz preparetl by 1e11u 1 my tlired apenision Intl th,u lama ddy -d ARCHITECT nmar tlielawa or me stale of MINNESOTA R. SCOTT MCQUEEN nse Number: 20155 Date 3/15/2018 Revisio Description Dale Num Comm: 172246 Date: 3/15/2018 Drawn: SH Check: KE ELEVATIONS Scala. As indicated CITY SUBMITTAL no NOT FOR CONSTRUCTION Pa CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION APPROVING A SITE PLAN FOR WOLD ARCHITECTS AND ENGINEERS FOR A NEW ELEMENTARY SCHOOL ON COUNTY ROAD 101 NORTH OF CREEKSIDE HILLS 2ND ADDITION (2018004) WHEREAS, Wold Architects and Engineers has requested approval of a site plan to allow construction of a roughly 114,000 square foot elementary school for Wayzata Public Schools on a portion of the property presently legally described as follows: Lot 1, Block 5, THE ENCLAVE AT ELM CREEK, according to the recorded plat thereof, Hennepin County, Minnesota. And Outlot D, wild Meadows, Hennepin County, Minnesota. Torrens Property Torrens Certificate No. 1081997 WHEREAS, the Planning Commission has reviewed said request at a duly called public meeting and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and does approve the request by Wold Architects and Engineers for a site plan for a new elementary school, subject to the following conditions: 1. A site plan is approved to allow construction of a roughly 114,000 square foot elementary school and related site improvements, in accordance with the plans received by the City on January 11, 2018 and revisions received February 15, 2018, except as amended by this resolution. 2. A separate demolition permit is required for demolition of any existing buildings on-site. 3. A separate building permit is required prior to commencement of the prosect. 4. Prior to issuance of the building permit, the applicant shall fulfill the requirements, submit the required information, and revise the plans as indicated below, consistent with the applicable City code, zoning ordinance, and engineering guidelines: a. Execute a site improvement performance agreement and submit a financial guarantee pursuant to section 21045.10 of the zoning ordinance. b. Obtain any required permits from Hennepin County and the watershed district. Page 42 Resolution 2018 - File 2018004 Page 2 c. Obtain City approval of final construction plans. d. Revise the plans to show a sidewalk along 54th Avenue. e. Provide a separate ten -foot wide trail easement along County Road 101. f. Provide any public easements, as necessary, to provide public utilities to and through the elementary school lot. g. The landscaping plan shall be revised, as approved by the City Forester, for the area north of the entrance to the school. The school district shall work with the developer of the single-family lots to provide landscaping that provides year-round screening of headlights from vehicles exiting the school. h. Consider changing the landscaping plan to install Bur Oak instead of the Northern Pin Oak. i. Revise the plans to show wetland buffers and monuments. j. Review and approval of the stormwater plans by the City of Plymouth and the watershed district. k. Provide any required stormwater maintenance agreements. I. Provide any required documentation from Metropolitan Council to work in their easements. m. Pay $100,000 to the City of Plymouth for a future signal light at County Road 101 and 54th Avenue. n. Pay for sewer and water area charges. o. Review and approval of trails and sidewalk plans. p. Obtain any necessary approvals from the City of Medina. q. Revise plans to include a northbound turn lane off County Road 101. r. Pay the required park dedication fee. s. Revise the plans to meet fire code requirements as follows: 1) Submit an approved looped water main system with two approved water supply locations for the site. The only water supply to the site is coming from 54th Avenue and Yellowstone Lane. 2) An approved solenoid valve between the fire water system and the domestic water system is required. 3) Submit fire flow calculations for the site. 4) Eliminate the parking spaces surrounding the entrance to the south fire lane. 5) Submit a revised fire apparatus turning evaluation for the south and north parking lots. 5. Silt fence shall be installed prior to any construction on the site. 6. Compliance with the Minnesota DNR recommendations regarding erosion control materials. 7. Fire lane signage shall be provided in locations to be field identified by the fire inspector. 8. Standard Conditions: a. The applicant shall remove any diseased or hazardous trees. b. No trees may be planted in the public right-of-way or public easements. c. Any rooftop equipment shall be painted or screened to match the building. d. Compliance with the City's lighting regulations. e. Any signage shall comply with section 21155 of the zoning ordinance and shall receive sign permits if required. Page 43 Resolution 2018 - File 2018004 Page 3 Compliance with City's landscaping regulations. Any subsequent phases or expansions are subject to required reviews and approvals per ordinance provisions. The site plan shall expire one year after the date of approval, unless the property owner or applicant has started the project, or unless the applicant, with the consent of the property owner, has received prior approval from the City to extend the expiration date for up to one additional year, as regulated under sections 21045.09 and 21015.07, respectively, of the zoning ordinance. APPROVED by the City Council on this 10th day of April, 2018. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on April 10, 2018, with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this day of City Clerk Page 44 rp)c,tiy of Plymouth Adding Quality to Life REGULAR COUNCIL MEETING April 10, 2018 Agenda 8 m 03 Number: To: Dave Callister, Administrative Services Director Prepared by: Jodi Bursheim, Finance Manager Reviewed by: Laurie Hokkanen, Administrative Services Director Item: Adopt Ordinances Amending Sections 1015.33, 1015.19, 1015.37 of the City Code regarding Utility and Franchise Fees 1. ACTION REQUESTED: Adopt ordinances amending sections of the City Code increasing rates for utility charges and franchise fees and resolution approving summary publication of said ordinances. Approval of the ordinances require a 4/7 vote of the Council and approval of the resolution approving summary publication requires a 6/7 vote. 2. BACKGROUND: Utility Rates: Staff have conducted rate studies for water and sanitary sewer that projected rates for years 2018 — 2022. The study is updated annually with a comparison analysis that includes one additional year in the projections. Attached is the updated study for 2018. Staff recommends the following increases for 2018 which are consistent with the projections presented last year: Percentage Rate Increase Water 3.5 Sanitary Sewer 6.0% Water Resources 7.0% Flat Rate Increase Solid Waste $.25 The total proposed increase to an average residential customer is estimated at $2.37 per month. The City of Plymouth has carefully managed its utility funds, and as result, has been able to fund most improvements with cash without the need to issue debt. The proposed rate increases are necessary to support the capital needs of all planned programs and ensure long-term stability of each fund. Please review the study for a detailed analysis of each program, including proposals to further encourage water conservation. Page 1 Utility Trunk Expansion Fees: The Utility Trunk Expansion Fund was created to track the cost of adding water and sewer mains to new developments and assist in evaluating whether the incoming revenue from new development was adequate to cover the related expenses. The Utility Trunk Expansion Fund analysis was updated to ensure rates are sufficient to support the expansion of the water and sewer utilities to undeveloped areas. As a result of the analysis, staff recommends increasing rates annually by 3.0% through 2021. After that time, new development is planned to level out reducing the financial demands on the Utility Trunk fund. Proposed rates remain consistent with the previous study. The rates are proposed to be increased to the following: Sewer Area Water Area Sewer Connection REC Water Connection REC 2017 2018 $1,204 $1,240 $4,471 $4,605 $ 507 $ 522 $1,300 $1,339 Staff recommends the City Council adopt the attached ordinance increasing the rates for 2018. Franchise Fees: On January 14, 2014, Council implemented franchise fees to provide a stable long-term funding strategy to support future street improvements and ensure long term financial stability for the City. Most recently, the Street Reconstruction Fund has provided funding for several capital street projects including two major street reconstruction projects (Vicksburg Lane & Peony Lane) without the need to issue debt. During the timeframe of 2018 — 2027, approximately $46 million of capital project expenditures are proposed to be funded from the Street Reconstruction fund. The primary sources of revenue to the Street Reconstruction fund are the levy and franchise fees. State aid also contributes towards funding street projects. The graph below reflects the revenue sources to fund street projects. Street Projects Revenue Sources ■ Levy ■ ROW permits Other ■ MSA 100K, ■ Franchise Fees 2% OK, 2% Page 2 In order to maintain sufficient reserves, keep up with inflation, and provide project funding as mentioned above, staff is recommending to increase franchise fees by 3%. This increase would provide additional annual revenue of approximately $67,000. Attached is a graph showing the fund projection including the proposed increase. Franchise fee agreements are in place with CenterPoint Energy, Northern States Power d/b/a Xcel Energy, and Wright Hennepin Cooperative Electric Association. The table below reflects the current and proposed rates. Franchise Fee Agreements Current 3% Increase Wright -Hennepin Residential $ 2.06 $2.12 Small C&I - Non -Demand $ 3.09 $3.18 Small C&I - Demand $ 10.30 $10.61 Large C&I $ 41.20 $42.44 Xcel Energy Residential $ 2.06 $2.12 Small C&I - Non -Demand $ 3.09 $3.18 Small C&I - Demand $ 10.30 $10.61 Large C&I $ 41.20 $42.44 Centerpoint Energy Residential $ 2.06 $2.12 Firm A $ 3.09 $3.18 Firm B $ 10.30 $10.61 Firm C $ 41.20 $42.44 Small Volume, Dual Fuel A $ 41.20 $42.44 Small Volume, Dual Fuel B $ 41.20 $42.44 Large Volume Dual Fuel $ 41.20 $42.44 The franchise fees are reviewed annually and inflationary adjustments are recommended to help offset the ongoing increases in construction costs. If Council chooses to move forward with this increase, the amended Franchise Fee ordinances are attached to reflect a 3% increase. 3. BUDGET IMPACT: The budget reflects fund balance transfers within each utility fund to support the anticipated expenditures including capital needs. The proposed rate increases ensure stability within the fund balance to adequately provide resources as needed and to maintain long term stability. All franchise fee revenue is designated for the Street Reconstruction Fund (a non -budgeted fund) for future capital improvements; therefore, no operational budget impact. 4. ATTACHMENTS: 2018 Utility Rate Study 2018 Utility Trunk Expansion Fund Analysis 2018 Street Reconstruction Fund Analysis Ordinance - Utility Rate Fees Ordinance - Water & Sewer Permit Fees Ordinance - Franchise Fees Resolution Approving Summary Publication Page 3 City of Plymouth Adding Quality to Life Water, Sanitary Sewer, Water Resources & Solid Waste Management Utility Rate Study For Year Ending December 31, 2017 Prepared By: Finance Division Page 4 Introduction This Utility Rate Study was completed to update the financial projections for the water, sanitary sewer, water resources, and solid waste management utilities. Goals of a Utility Enterprise Rate Structure Water, sanitary sewer, water resources, and solid waste management utility funds are reported in financial statements as enterprise funds, meaning that the charges for services are designed to cover the costs of operations. The general goals of a utility rate structure are: • Rates sufficient to cover capital and operating costs of the system • Provide adequate cash balances for cash-flow and contingencies • Allocate costs consistently to those that use the system • Promote conservation by charging higher rates for greater consumption Capital Needs The City has completed its Capital Improvement Plan (2018 — 2022) which is incorporated into this rate study to ensure future capital needs are covered by the proposed rate structures. The CIP for the water, sanitary sewer, and water resource utilities is provided in Appendix E, along with projected needs beyond the CIP timeframe. The City has maintained a comprehensive long-range Capital Improvement Plan for many years focusing on replacement of existing infrastructure and system expansion to accommodate new growth. The City's fiscal planning has resulted in very little debt for the utility systems. In 2004, bonds (series 20046) were issued in the amount of $13,140,000 to fund water treatment plant upgrades. These bonds were refunded in 2012 resulting in savings of over $257,000. The amount outstanding on the refunding bond is $1,995,000 as of 12/31/17 and will be retired on February 1, 2019. Assumptions The following chart summarizes the significant assumptions in the rate study. ' Per the American City and County Magazine's published Construction Cost Index Page � I P a g e Water Utility I Sanitary Sewer Utility Water Resources Utility Solid Waste Management Consumption Average consumption over a 3 year period. N/A N/A Revenue New growth is estimated at 100- Consumption is approximately New growth is estimated at 100-250 units per year from 250 units per year from 2018- 68% of water consumption 2018-2025. 2025. based on historic ratios. Operating Projections include increases of 3.0%1 annually to account for new demand and inflation. Expenses Capital Capital expenditures from 2018-2026 are based on the City's Capital Improvement Plan N/A Expenses through 2022. Routine capital expenditures and a contingency for unforeseen projects are also included in ro'ections. An inflationary adjustment of 3% is included on placeholder projects. Cash Cash projections are based on 12/31/2017 cash balances. ' Per the American City and County Magazine's published Construction Cost Index Page � I P a g e Water Utility The water utility fund provides municipal water service to the community. The fund finances the operations, maintenance, and construction of the water systems. Rate Structure The primary revenue sources of the water utility Fund are consumption fees, base charges, and demand charges. Consumption Fees are based on the metered use of water and primarily used to offset the costs of water production, maintenance and improvements to the existing system. Base Charges are fixed monthly fees for residential and commercial customers and help offset the cost of expenses incurred regardless of the amount of water consumed, such as utility staffing and the billing process. Base charges are applied to all accounts including separately billed irrigation accounts. Demand Charges are billed to commercial users with meters 1 %" or greater and are based on meter size. Demand charges were established to offset the cost of increased water demand of commercial users. RPcidentinl The Minnesota Legislature requires a conservation rate structure for all metropolitan area public water suppliers, who serve more than 1,000 people. The Department of Natural Resources has provided further guidance that an increasing tiered rate means that there is a significant increase between the tiers to encourage conservation, or at least 25% cost increase between the first two tiers and at least 50% more between the last two. The current and recommended rate structures are in compliance with these guidelines; tier two is 25% and tier three is 72%. With a three -tiered rate system, a typical resident will pay more for water used for irrigation than water used in daily activities. The purpose of a tiered rate system is: 1. To promote conservation. 2. To allocate costs appropriately, based on metered consumption. Cities construct water systems to meet the capacity of peak watering days in the heat of the summer. A tiered rate structure charges more per gallon for peak use, thereby allocating the cost of over -sizing the system for peak days to peak users. Residential customers are billed a base charge per month and consumption fees per 1,000 gallons of water used. Some residential customers have a separate meter to measure non-essential water consumption such as irrigation or water used for pools, hot tubs, and hockey rinks and are billed separately from their daily use. However, most residents do not have a separate meter to measure non-essential water consumption and this use is included in the three -tiered rate structure along with their daily water consumption. Commercial Commercial businesses, industrial, and institutional organizations are included in this category. Commercial customers are billed a base charge per month, consumption fees per 1,000 gallons of water used, and demand charges for meters that are 1 %2" or greater in size. Many of these customers have separate irrigation meters which measure seasonal water use. Page d I P a g e Billing Residential Consumption fees, including daily activity and non-essential use, account for nearly 77% of the residential billings, with the remaining 23% coming from the base charges. Residential consumption fees total approximately $3.6 million per year, while base charges bring in over $1 million. The average annual residential consumption over the past three years (2015-2017) was 2,051,579,869 gallons. Commercial Consumption fees, including daily activity and irrigation use, account for nearly 69% of commercial billings, base charges account for 2%, and demand charges account for the remaining 29%. Commercial consumption fees total approximately $1.3 million per year while base and demand charges average approximately $625,000 annually. The average annual commercial consumption over the past three years (2015-2017) was 882,450,463 gallons. The following table shows the top 10 commercial water users which account for 23% of the total commercial consumption and 6% of the total residential and commercial consumption. Company 2017 Consumption in Gallons Business Use Irrigation Total Medivators 60,607,439 1,874,724 62,482,163 Honeywell 16,034,656 740,108 16,774,764 Lifetime Fitness Inc 14,695,256 - 14,695,256 Regency Plymouth Ventures 11,971,268 1,353,625 13,324,893 Hennepin County 11,608,709 311,429 11,920,138 Independent School #284 6,618,274 4,936,261 11,554,535 Plymouth Corporate Center 7,497,520 2,440,530 9,938,050 AGA Medical Corp 5,096,734 4,536,392 9,633,126 United Health Group 7,334,291 35,948 7,370,239 American Hospitality LLC 5,742,442 539,211 6,281,653 Like residential users, commercial users pay consumption fees and base charges. Commercial accounts also pay a demand charge for meters that are 1 %" or greater. For accounts that have multiple meters, the commercial user pays the demand fee associated with the largest meter. The following chart breaks down commercial consumption by size and type of meter. Page /' I P a g e Commercial Consumption 2017 Meter Total Count Consumption Minimum Maximum Average Median 3/4" and 1" meters 108 26,643,203 1 250,725 10,440 3,428 11/2" meter 338 117,990,052 1 1,236,559 311456 14,308 2" meter 159 119,777,891 1 1,535,495 65,310 32,684 3" meter 64 88,934,732 1 1,406,483 137,457 74,893 4" meter 19 131,895,696 178 5,690,000 5331991 250,740 6" meter 1 18, 212, 495 260 1,357,808 479,276 429,350 503, 454, 069 442 11, 477, 070 1,257,930 805,403 Commercial Irrigation Consumption 2017 Meter Total Count Consumption Minimum Maximum Average Median 3/4" and 1" meters 119 27,234,534 1 654,751 43,367 29,421 11/2" meter 233 111,899,716 1 684,895 89,520 64,212 2" meter 67 52,573,472 1 1,377,392 133,097 77,832 3" meter 18 19, 050, 342 1 934,358 1521403 64,661 4" meter 2 2,004,854 100 754,774 2501607 167,861 6" meter 1 0 0 0 0 167,861 212, 762, 918 104 4,406,170 668,994 571,848 Of the total annual commercial consumption, commercial irrigation accounts for 30% compared to regular commercial use of 70%. For commercial usage during the months of June - September, consumption consists of 52% regular use and 48% irrigation. Commercial irrigation during the peak months of June through September accounts for 24% of the total annual commercial usage. tion and other non-essential uses Over 50% of the total water consumption occurs during four months; June through September. Non-essential consumption is defined as irrigation or water used in filling pools, hot tubs, hockey rinks or other miscellaneous uses. Non-essential usage is approximately 30% of the overall water consumption. Commercial irrigation contributes 7% and residential non-essential use is estimated to be approximately 23% towards the overall water consumption. The majority of residential irrigation consumption is not separately metered and is included within the regular residential consumption structure. The second and third tier of this structure is assumed to be primarily non- essential use of water. During the months of June — September, 45% of residential users fall into the second tier of consumption and 14% fall into the third tier. During the months of October -May, 18% of residential users fall into the second tier and less than 1% fall into the third tier. Of the total irrigation consumption in 2017, the breakdown between commercial and residential users is estimated to be 25% and 75% respectively. The commercial irrigation rate was created in 2010. The irrigation rate was set at a conservation rate of 25% over the lowest tier and is within the guidelines set by the Department of Natural Resources. Page 9 The current billing structure with rates per 1,000 gallons is as follows: Daily Use 2018 Conservation (includes non-essential use Rates Rate Tvoe of Fee not separately metered) Irrieation-only Meter Base Charge (Comm & Res) $4.20 Flat fee Flat fee Flat fee Tiered Rate Tier 1 $1.52 Gallons Structure up to 6,250 gallons N/A Independent School #284 4,936,261 $ 11,156 $ 16,042 Consumption AGA Medical 4,536,392 Residential & Multi -Family Tier 2 $1.90 25% based fee 6,251 to 17,500gallons up to 17,500 gallons 4,372 Tier 3 $3.28 72% 7,878 > 17,500 gallons > 17,500 gallons 2,332,207 5,271 7,493 2,222 Consumption 2,130,008 4,814 Commercial Regular $1.81 2,064,470 based fee All regular consumption N/A City of Plymouth - Elm Creek Playfield 2,004,854 4,531 Consumption 1,919 Data Recognition Corp 1,918,540 4,336 Irrigation $2.26 25% based fee N/A All irrigation consumption For conservative projection purposes, staff included the existing rate structure with the inflationary adjustments and did not adjust rates to include options presented below. Staff was asked to review consistency between residential and commercial rates for non-essential use. Currently, residential non-essential use is embedded in the daily use structure unless a separate meter was installed. The residential rate structure provides for two tiers for this non-essential use as noted above in the table. Commercial irrigation is set at a flat rate that falls between the second and third tier rates for residential. One of the main differences between the two structures is that residential irrigation rates are tiered depending on usage above or below 17,500 gallons; whereas the commercial irrigation rate is for all irrigation consumption. An option for Council to consider is to align the commercial irrigation rates to mirror the second and third tier of the residential rate structure (which is where most of the non-essential residential consumption occurs). For 2018, the commercial irrigation rate is proposed at $2.26. If Council chooses to change the structure to mirror the residential structure, the new rates would be $1.90 per 1,000 gallons up to 17,500 gallons and $3.28 per 1,000 gallons over 17,500. The impacts vary considerably depending on consumption. This change would result in approximately $202,000 in additional annual revenue. The following chart shows the annual impact of this change for the top ten commercial irrigation customers. Company 2017 Consumption at 2018 Rates Single Rate Tiered Rate Annual Gallons Structure Structure Change Independent School #284 4,936,261 $ 11,156 $ 16,042 $ 4,886 AGA Medical 4,536,392 10,252 14,759 4,506 Providence Academy 4,409,254 9,965 14,337 4,372 Plymouth Corporate Center 2,440,530 5,516 7,878 2,363 Hennepin County 2,332,207 5,271 7,493 2,222 Talcott III Atria LLC 2,130,008 4,814 6,860 2,046 City of Plymouth - Zachary Playfield 2,064,470 4,666 6,644 1,978 City of Plymouth - Elm Creek Playfield 2,004,854 4,531 6,450 1,919 Data Recognition Corp 1,918,540 4,336 6,124 1,788 City of Plymouth - Oakwood Playfield 1,886,381 4,263 6,048 1,784 Page � I P a ts - To ease the impact to the commercial user, Council could choose to move towards this structure over an extended period of time such as three or five years. The following chart is a comparison of the commercial irrigation flat rates with comparable cities for 2018. Plymouth Bloomington Brooklyn Park Maple Grove St. Louis Park 2.26 5.99 7 3.00 1.95 3.51 Staff was also asked to review options to promote additional conservation to encourage preservation of ground water. Staff is providing the options below for Council to consider. Option 1: Increasing rates at the conservation levels. Currently, the conservation rates are set at 25% and 72% of the base rate. Council could consider an increase at each of those levels to a higher rate to promote conservation. A 5% increase in each of those tiers would have an additional impact beyond the inflationary adjustment of approximately $5.50 per month for an average residential customer at the third tier and $8.11 per month for an average commercial irrigation user. Heavy users would have a greater impact. Option 2: An expanded education and incentive water efficiency program. Council approved a water efficiency rebate program in 2017. Rebates were offered to residential and commercial customers to replace old, inefficient toilets, urinals, washing machines and irrigation controllers with new WaterSense or EnergyStar rated products. Rebates reimbursed owners for 75% of the cost of the device, up to a maximum of $50 for WaterSense toilets, $100 for EnergyStar washing machines, and $200 for WaterSense irrigation controllers. The rebate program was originally funded primarily by a grant from the Met Council. Funding was exhausted quickly due to the large demand for participation in the program resulting in closure of the program on June 23, 2017. Since the program was designed to be on a first come, first served basis, a long -list of users were not accepted into the program. Overall the program was very successful and saved the city and property owners an estimated 7.6 million gallons of water annually. The results of the program are as follows: Irrigation controller replacement accounted for 21% of the devices receiving rebates but resulted in 75% of the estimated annual water savings. Staff found that all residential and commercial property owners who received a rebate through this program were significantly overwatering their lawns. Due to the successful results of the program, staff had proposed during the 2018-2019 budget process annual funding of $12,000 to continue offering rebates. In addition, staff is currently exploring additional funding sources to contribute towards the program. If Council desires to expand the program, Council could consider additional funding towards educational opportunities and expansion of the rebate incentive to allow additional participation in the program. Page 1 d I P a g e Devices Installed People Benefited Estimated Gallons Saved Annually Rebates Funded Toilet 175 267 1,228,048 $8,741 Washing Machine 122 323 628,252 $12,200 Irrigation Controls 83 605 5,750,771 $14,395 TOTALS 380 1,195 7,607,071 $35,335 Irrigation controller replacement accounted for 21% of the devices receiving rebates but resulted in 75% of the estimated annual water savings. Staff found that all residential and commercial property owners who received a rebate through this program were significantly overwatering their lawns. Due to the successful results of the program, staff had proposed during the 2018-2019 budget process annual funding of $12,000 to continue offering rebates. In addition, staff is currently exploring additional funding sources to contribute towards the program. If Council desires to expand the program, Council could consider additional funding towards educational opportunities and expansion of the rebate incentive to allow additional participation in the program. Page 1 d I P a g e Total Residential and Commercial Although the customer base is primarily residential at 96% of the total number of utility customers, approximately 30% of the utility revenue comes from commercial billings. Residential consumption accounted for 75% or 2.1 billion gallons of the City's total annual water consumption. Commercial consumption accounted for 25% or 716 million gallons of the City's total water consumption. The following charts illustrate the relationship between the total residential and commercial customers: Water Utility Customers (Accounts) - 22,404, 96% Residential 2017 Actual Revenue by Customer Base, Consumption & Demand Charges (Revenue) $4,689,545, 71% ■ Commercial 1000� . W MOB lllf 826,4% The following charts illustrate the relationship between types of consumption. 2017 Actual Consumption by Customer 2,158,958,012, (Gallons) 75% I Residential ■ Commercial iw 716,216,987, 25% Residential • Commercial $1,911,499, 29% Consumption by Usage (Gallons) 2,513,426,567 , 87% Non -Irrigation ■ Irrigation 361,748,432, 13% *Non -irrigation includes single -metered residential irrigation which may under state the ratio. Page 1f 1 Page Water Rates Based on the projections in Appendix C-1, increases are necessary in the water utility. The proposed rates are illustrated in the chart below. Proposed Residential & Multi -Family Rates per 1,000 gallons Current 3.50% 3.50% 3.50% 3.505S 2.50% in gallons 2017 2018 2019 2020 2021 2022 Oto 6,250 $1.47 $1.52 $1.57 $1.62 $1.68 $1.72 6,251 to 17,500 1.84 1.90 1.97 2.04 2.11 2.16 >17,501 3.17 3.28 3.39 3.51 3.63 3.72 per month Base Charge $4.06 $4.20 $4.35 $4.50 $4.66 $4.78 Change in Residential & Multi -Family Rates per 1,000 gallons in qallons 2018 2019 2020 2021 2022 0 to 6,250 $7.74 $0.05 $0.05 $0.05 $0.06 $0.04 5,251 to 17,500 13.25 0.06 0.07 0.07 0.07 0.05 >17,501 24.75 0.11 0.11 0.12 0.12 0.09 per month Base Charge $0.14 $0.15 $0.15 $0.16 $0.12 The effect of these rate increases on customers, by various consumption level is as follows: Proposed Residential & Multi -Family Charges by Consumption Level per customer, per month Consumption Gallons per Current 3.50% 3.50% 3.50% 3.50% 2.50% Level Month 2017 2018 2019 2020 2021 2022 Light 2,500 $7.74 $8.00 $8.28 $8.55 $8.86 $9.08 Average 6,250 13.25 13.70 14.16 14.63 15.16 15.53 Above Avg 12,500 24.75 25.58 26.48 27.38 28.35 29.03 Heavy 22,500 49.80 51.48 53.28 55.13 57.05 58.43 Note: Projections are based on proposed increases to base charges and consumption rates. Change in Residential & Multi -Family Charges by Consumption per customer, per month Consumption Gallons per Level Month 2018 2019 2020 2021 2022 Light 2,500 $0.27 $0.27 $0.28 $0.31 $0.22 Average 6,250 0.45 0.46 0.46 0.54 0.37 Above Avg 12,500 0.83 0.90 0.90 0.97 0.68 Heavy 22,500 1.68 1.80 1.85 1.92 1.38 91 Page Page 12 Proposed Commercial Rates permonth Current 3.50% 3.50% 3.50% 3.505S 2.50% 2017 2018 2019 2020 2021 2022 Consumption Fees $1.75 $1.81 $1.87 $1.94 $2.01 $2.06 Irrigation Fees 2.18 2.26 2.34 2.42 2.50 2.56 Base Charge 4.06 4.20 4.35 4.50 4.66 4.78 Demand Charges 3/4" and 1" meters N/A N/A N/A N/A N/A N/A 11/2" meter $50.53 $52.30 $54.13 $56.02 $57.98 $59.43 2" meter 75.80 78.45 81.20 84.04 86.98 89.15 3" meter 157.91 163.44 169.16 175.08 181.21 185.74 4" meter 252.68 261.52 270.67 280.14 289.94 297.19 6" meter 505.36 523.05 541.36 560.31 579.92 594.42 Change in Commercial Rates permonth 2018 2019 2020 2021 2022 Consumption Fees $0.06 $0.06 $0.07 $0.07 $0.05 Irrigation Fees 0.08 I iq 0.08 0.08 0.08 0.06 Base Charge 0.14 0.15 0.15 0.16 0.12 Demand Charges 3/4" and 1" meters N/A N/A N/A N/A N/A 11/2" meter $1.77 $1.83 $1.89 $1.96 $1.45 2" meter 2.65 2.75 2.84 2.94 2.17 3" meter 5.53 5.72 5.92 6.13 4.53 4" meter 8.84 9.15 9.47 9.80 7.25 6" meter 17.69 18.31 18.95 19.61 14.50 10 1 Page Page 13 The effect of these rate increases on customers, including base, consumption and demand charges, if applicable, by average consumption at each meter size is as follows: Average Gallons per Current 3.50% Meter Size Month 2017 2018 Proposed Commercial Charges by Meter Size per customer, per month 3.50% 3.50% 3.50% 2.50% 2019 2020 2021 2022 3/4" and 1" meters 10,440 $22.33 $23.10 $23.87 $24.75 $25.64 $26.29 11/2" meter 31,456 109.64 113.44 117.30 121.54 125.87 129.01 2" meter 65,310 194.15 200.86 207.68 215.24 222.91 228.47 3" meter 137,457 402.52 416.44 430.55 446.25 462.16 473.68 4" meter 533,991 1,191.22 1,232.24 1,273.58 1,320.58 1,367.92 1,401.99 6" meter 479,276 414.51 428.90 443.61 459.54 475.81 487.69 Irrigation 90,154 200.60 207.95 215.31 222.67 230.05 235.57 Note: Projections are based on proposed increases to base charges, consumption rates and demand charges. Average Gallons per Mete r Si ze Month Change in Commercial Charges by Meter Size per customer, per month 2018 2019 2020 2021 2022 3/4" and 1" meters 10,440 $0.77 $0.78 $0.88 $0.89 $0.64 11/2" meter 31,456 3.80 3.87 4.24 4.32 3.14 2" meter 65,310 6.71 6.82 7.56 7.67 5.56 3" meter 137,457 13.92 14.12 15.69 15.91 11.52 4" meter 533,9 41.02 41.34 47.00 47.34 34.07 6" meter 479, 276 14.39 14.71 15.93 16.27 11.88 Irrigation 90,154 7.35 7.36 7.36 7.37 5.53 Summary The Water Fund had an estimated cash balance of $4,018,810 as of 12/31/17. Rate increases are consistent with the previous study. To maintain cash balances in the Water Fund at the target reserve (see page 21), the Water Fund receives a cash transfer to or from the Water Sewer Replacement Fund as needed. The transfer to Water Sewer Replacement fund is $879,481, leaving an operating cash balance of $3,139,329. 11 1 Page Page 14 The following graph shows the projection for the estimated cash balances with comparisons to the previous study (see Appendix C-1 for comparative tables). Both the red and green lines are identified with a (1) as they are a direct comparative of the original and updated projection without the target reserve adjustment to reflect any variance due to revenue and expenditure adjustments. The blue line, identified by a (2), reflects the updated projection with adjusted transfers to/from the Water Sewer Replacement Fund to maintain target reserve balances and offset any variances from revenue and expenditures. The black line reflects actuals for 2012-2016. $4.5 $4.0 $3.5 $3.0 o $2.5 $2.0 $1.5 $1.0 $0.5 $0.0 Water Fund Cash Balances 'r1V tir) ti ti11) ti ti� ti� ti� titi ti� ti� ti� ti� ti� ti0 LO ,ti0 LO LO O LO O LO LO O (Actuals (Cash Projections January 2017 * (1) (Cash Projections with Prior Year Transfers January 2018* (1) Cash Projections with Adjusted Transfers January 2018 ** (2) * Net Transfer to Water Sewer Replacement of $7,098,000 ** Net Transfers to Water Sewer Replacement of $7,232,000 Cash variances are due to fluctuations in net revenues and expenses. The majority of the variance is due to changes in capital needs as identified in the summary below. • 2018 CIP projects increased $510,937 • 2019 CIP projects increased $1,381,406 • 2020 CIP projects increased $188,108 • 2021 CIP projects increased $471,064 • 2022 CIP projects increased $370,000 • 2023 CIP projects decreased $850,000 • 2024 CIP projects decreased $500,000 • 2025 CIP projects decreased $500,000 These changes resulted due to the following: o Change in scope ■ Increasing the work scope of street reconstruction projects by $30,000 in 2018, $531,406 in 2019, and $838,108 in 2020. ■ Decreasing the work scope of street reconstruction projects by $378,936 in 2021 and $80,000 in 2022. ■ Annual Edge Mill and Overlay projects were added to the Water fund due to the number of water system repairs made in the Overlay project areas during the project. $500,000 was added to each year of the study. o Timing variances ■ The Refurbish Central Water Tower project was updated to reflect a total project cost of $1.75 million spread over 5 years beginning in 2019. ■ The Refurbish Zachary Water Tower project was updated to reflect a total project cost of approximately $1.5 million in 2018. 12 1 Page Page 15 Sanitary Sewer Utility The City of Plymouth participates in the Metropolitan Council Environmental Services (MCES) sanitary sewer system. The City is responsible for the sewer collection system within the city limits and then pays MCES disposal fees for treatment. Currently, these fees comprise approximately 57% of the sewer utility's operating expenses, depreciation accounts for 13%, and operational costs controlled by the City are the remaining 30%. Current Sewer Rate Structure The primary source of funding for the Sewer Fund is consumption fees. Sewer consumption fees are set at a single -rate structure, which includes a base fee plus a consumption fee for commercial and residential. The base fee helps cover the costs of expenses incurred regardless of consumption, such as the utility billing process and staff, while the consumption fees are primarily to cover the costs of maintenance and improvements to the existing system. SPninr r)krniint Historically, a discounted consumption fee of 10% has been offered to residents who are 62 years of age or older, homesteaded in the property, and the utility account is in the individuals' name. This program changed in 2014 and does not allow any new enrollment in order to phase out the discount. The primary reason for this change is that the program does not provide a benefit to all Plymouth residents; it targets a small population of the City, does not incent conservation, and adds to administrative costs for the City. Currently, 2,246 take advantage of the discount; a reduction of approximately 184 due to residents moving out of their qualifying home. The total discount received by all customers in 2017 was approximately $42,344. This is a decrease of approximately $1,168 from the prior year. Sewer Rates Based on the projections in Appendix C-2, increases are needed in the Sewer Fund. With conservation already encouraged with a tiered residential water rate structure, it is not necessary to convert sewer rates to a tiered system. The proposed rates are illustrated in the chart below. Current Proposed Rates (All users) 6.00% 6.00% 6.00% 6.00% 6.00% 2017 2018 2019 2020 2021 2022 base fee 1 $6.07 $6.43 $6.82 $7.23 $7.66 $8.12 per1,000gallons 1 3.57 3.78 4.01 4.25 4.51 4.78 Change in Rates (All users) 2018 2019 2020 2021 2022 base fee I W $0.36 $0.39 $0.41 $0.43 $0.46 per 1,000 gallons 1 0.21 0.23 0.24 0.26 0.27 131 Page Page 16 The impact of the increases is summarized by various consumption levels in the following chart. Current Proposed Charges by Consumption Level (All users) per customer, per month Consumption Gallons per 6.00% 6.00916 6.00% 6.00% 6.00% Level Month 2017 2018 2019 2020 2021 2022 Light 1,700 $12.14 $12.86 $13.64 $14.46 $15.33 $16.25 Average 4,250 21.24 22.50 23.86 25.29 26.83 28.44 Above Avg 8,500 36.42 38.56 40.91 43.36 46.00 48.75 Note: Projections are based on proposed increases to base charges and consumption rates. Change in Charges by Consumption Level (All users) per customer, per month Consumption Gallons per Level Month 2018 2019 2020 2021 2022 Light 1,700 $0.72 $0.78 $0.82 $0.87 $0.92 Average 4,250 1.25 1.37 1.43 1.54 1.61 Above Avg 8,500 2.15 2.35 2.45 2.64 2.76 Summary The Sewer Fund had an estimated cash balance of $3,075,327 as of 12/31/17. One of the goals of completing a utility study is to ensure appropriate cash balances are available. Rate increases remain consistent with the previous study for 2018-2022. To maintain cash balances in the Sewer Fund at the target reserve (see page 21), the Sewer Fund receives a cash transfer to or from the Water Sewer Replacement Fund as needed. The transfer from Water Sewer Replacement fund is $213,580, leaving an operating cash balance of $3,288,907. 141 Page Page 17 The following graph shows the projection for the estimated cash balances with comparisons to the previous study (see Appendix C-2 for comparative tables). Both the red and green lines are identified with a (1) as they are a direct comparative of the original and updated projection without the target reserve adjustment to reflect any variance due to revenue and expenditure adjustments. The blue line, identified by a (2), reflects the updated projection with adjusted transfers to/from the Water Sewer Replacement Fund to maintain target reserve balances and offset any variances from revenue and expenditures. The black line reflects actuals for 2012-2016. $5.0 $4.5 $4.0 $3.5 c $3.0 -_ $2.5 g $2.0 $1.5 $1.0 $0.5 $0.0 Sewer Fund Cash Balances ti� ti� ti� ti� ti� ti ti� ti� ti� titi ti� ti� titK (Actuals (Cash Projections January 2017* (1) (Cash Projections with Prior Year Transfers January 2018* (1) Cash Projections with Adjusted Transfers January 2018** (2) * Net Transfer from Water Sewer Replacement of $5,560,000 ** Net Transfers from Water Sewer Replacement of $2,092,000 Cash variances are due to fluctuations in net revenues and expenses. The majority of the variance is due to the updated revenue adjustment for the three-year average consumption. The remaining variance is due to changes in capital needs as summarized below. • 2018 CIP projects increased $660,000 • 2019 CIP projects increased $260,000 • 2020 CIP projects increased $260,000 • 2021 CIP projects increased $260,000 • 2022 CIP projects decreased $330,000 • 2023 CIP projects increased $300,000 • 2024 CIP projects increased $300,000 • 2025 CIP projects increased $300,000 These changes resulted due to the following: o Change in scope ■ Annual Edge Mill and Overlay projects were added to the Sewer fund due to the number of sewer system repairs made in the Overlay project areas during the project. $260,000 was added for 2019-2022 and $300,000 for 2023-2026. o Timing variances ■ The 151h Avenue/Pineview Lane Sanitary Sewer Replacement project was shifted from 2017 to 2018. o Cost adjustments ■ The future street reconstruction project was reduced by $90,000 for 2022. ■ The future project contingency of $500,000 was removed as a result of adding 2022 to the CIP. 151 Page Page 18 Water Sewer Replacement Fund The Water Sewer Replacement Fund is used to replace and repair existing infrastructure and equipment of the Water and Sewer funds. As cash balances fluctuate in the Water and Sewer funds, cash is transferred to or from the Water Sewer Replacement Fund to meet target reserves. The estimated cash balance as of 12/31/2017 is $4.2 million, a decrease of $555,000 over 2016. The majority of the decrease was due to net reserve transfers required in 2017 of approximately $706 thousand to maintain target reserves. The remaining amount is interest and market value adjustments. It is anticipated that the Water Sewer Replacement Fund reserves will be sufficient to cash flow projects without the need to issue debt. However, due to the significant amount of capital needs scheduled in the next five years, a considerable amount of the cash reserves will be used. Reserves are projected to build beginning in 2020. Cash balances will be monitored and timing of these projects will be adjusted to ensure sufficient cash balances are available. The Water and Sewer funds consumption revenue was anticipated to increase 5% due to the increased accuracy of the meters from the water replacement project. In 2017, the Water fund revenue increased $373,138 or 8%. The Sewer fund revenue increased $261,983 or 4%. The increases also included the fluctuation of consumption in household and irrigation use. The cash flow of the Water Sewer Replacement Fund is combined with that of the Water and Sewer funds (Appendix C-3). 16 1 Page Page 19 Water Resources This fund is used to account for resources used to administer the City's surface water plan, erosion control, wetland regulations, and environmental programs including planning, projects, and maintenance. Current Water Resources Rate Structure The primary source of funding for the Water Resources Fund is surface water fees. The fee helps cover the costs incurred for the utility billing process, staff, and maintenance and improvements to the existing system. Water Resources Rates In 2017, surface water fees are set at a single -rate structure of $5.96 per month for residential, $19.78 per acre per month for multi -family residential, and $42.75 per acre per month for commercial. Based on the projections in Appendix C-4, increases are needed to maintain adequate reserves in the water resources utility. The proposed rates are illustrated in the chart below. Current Proposed Rates (All users) permonth 7.0•% 7.5% 7.5% 7.5% 7.5% 2017 2018 2019 2020 2021 2022 Residential $5.96 1 $6.38 1 $6.86 1 $7.37 1 $7.92 1 $8.51 per acre, per month Multi -Family Residential 19.78 21.16 22.75 24.46 26.29 28.26 Commercial 42.75 45.74 49.17 52.86 56.82 61.08 Change in Rates (All users) 2018 2019 2020 2021 2022 Residential $0.42 $0.48 $0.51 $0.55 $0.59 Multi -Family Residential 1.38 1.59 1.71 1.83 1.97 Commercial 2.99 3.43 3.69 3.96 4.26 Summary The Water Resources Fund has an estimated cash balance of $3,337,661 as of 12/31/17, an increase of approximately $695,000 over 12/31/16. There are six projects that may be funded by grants, however, reimbursement is uncertain at this time. If the grant funding is not available and if cash reserves are not sufficient, the projects will be delayed until one or the other becomes available. These projects are Elm Creek Stream Restoration - HWY 55 to WHS, Meadow Wood Drainage Improvement, 19th Avenue/Dunkirk Lane Pond Improvement, Maple Creek Stream Restoration, Palmer Creek Estates Stream Restoration, and Ponderosa Woods Stream Restoration. These projects are included in the study with the assumption that external funding is available. Rate increases remain consistent with the previous study. 171 Page Page 20 The following graph shows the projection for the estimated cash balances with comparisons to the previous study (see Appendix C-4 for comparative tables). The red line reflects previous cash projections with construction projects that have grant funding (GF). The green line reflects previous cash projections without construction projects that have grant funding. The blue line reflects current cash projections which include the City's costs of the six projects with partial grant funding. Actuals are shown for 2012-2016. 9.0 8.0 7.0 6.0 5.0 0 4.0 3.0 2.0 1.0 0.0 11.0 -$2.0 Water Resources Fund Cash Balances ti� ti� ti� tih ti� ti ti� ti� ti� by ti� ti� ti� tih ti� (Actuals (Cash Projections without GF Projects January 2017 tCash Projections with GF Projects January 2017 Cash Projections January 2018 Cash variances are due to fluctuations in net revenues and expenses. The majority of the variance is due to changes in capital needs as identified in the summary below. • 2018 CIP projects increased $876,000 • 2019 CIP projects decreased $22,000 • 2020 CIP projects decreased $540,000 • 2021 CIP projects increased $200,000 • 2022 CIP projects decreased $810,000 These changes resulted due to the following: o Newly identified projects ■ Mengelkochs First Addition Drainage Improvement for $60,000 ($10,000 in 2019 and $50,000 in 2020) ■ Plum Tree East Drainage Improvement for $260,000 ($10,000 in 2019 and $250,000 in 2020) ■ Schiebers Addition Erosion Repair for $160,000 ($10,000 in 2019and $150,000 in 2020) ■ Elm Creek Streak Restoration — HWY 55 to WHS for $613,000 ($75,000 in 2018 and $538,000 in 2019) ■ 6105 Vicksburg Outlet Replacement (Cates Lake) for $50,000 in 2018 ■ Ivanhoe/Pleasant Hills Drainage Improvement for $125,000 ($25,000 in 2018 and $100,000 in 2019) ■ Meadow Wood Drainage Improvement for $150,000 ($25,000 in 2018 and $125,000 in 2019) ■ 4t" and Zircon Drainage Improvement for $130,000 ($20,000 in 2018 and $110,000 in 2019) ■ Sunset Trail Drainage Improvement for $170,000 in 2018 181 Page Page 21 County Road 9/1 -arch Lane Drainage Improvement for $175,000 ($75,000 in 2020 and $100,000 in 2021) Courts/Fields of Nantarre Drainage Improvement for $85,000 ($10,000 in 2020 and $75,000 in 2021) Tandem Axle Truck for Hauling for $61,000 in 2018 o Timing variances ■ Chelsea Woods Drainage - Weston Ln to CR 6 project was moved to 2020. ■ Wild Wings Western Wetland Improvements project was moved to 2020 and 2021. ■ Harbor Place Erosion Repair project was moved to 2020. ■ Weston Lane Storm Sewer Lift Station Rehab project planning and design was moved to 2018. Partial construction was moved to 2019 with the remaining moved to 2021. o Cost adjustments ■ Greentree Forest Drainage Improvement project costs were reduced by $50,000 in 2018. ■ St. Mary's Addition Drainage Improvement project costs were reduced by $15,000 in 2018. ■ Water Quality Pond Maintenance projects were adjusted to reduce the total by $225,000 (project removed in 2019 for $125,000, reduce by $25,000 in 2020 and 2021, and reduced by $50,000 in 2022). ■ A decrease of $550,000 for Unspecified Drainage Improvements as a result of removing the costs from 2020 and reducing the costs in 2021 and 2022. ■ Annual Street Reconstruction was reduced in 2018 by $10,000 when Water Resources funding was removed and in 2022 by $10,000 when it was added to the 5 year CIP. o Possible reimbursement or project delay ■ Mount Olivet Stream Restoration $300,000 ($50,000 in 2019 and $250,000 in 2020) was adjusted to be fully funded by external sources. ■ Plymouth Creek Stream Restoration $300,000 ($50,000 in 2019 and $250,000 in 2020) was adjusted to be fully funded by external sources. ■ Wood Creek Tributary - Armstrong HS to 34th Ave $350,000 ($50,000 in 2019 and $300,000 in 2020) was adjusted to be fully funded by external sources. ■ Parkers Lake Park Drainage Improvement $375,000 ($75,000 in 2019 and $300,000 in 2020) was adjusted to be fully funded by external sources. ■ 19th Avenue/Dunkirk Lane Pond Improvement project was adjusted to be partially funded by external sources reducing the cost by $25,000 in 2019 and $250,000 in 2020. ■ Maple Creek Stream Restoration project was adjusted to be partially funded by external sources reducing the cost by $50,000 in 2020 and $350,000 in 2021. ■ Palmer Creek Estates Stream Restoration project was adjusted as the construction costs were added to the CIP. It was also adjusted to be partially funded by external sources reducing the cost by $25,000 in 2021 and increasing the costs by $50,000 in 2022. ■ Ponderosa Woods Stream Restoration projects was adjusted as the construction costs were added to the CIP. It was also adjusted to be partially funded by external sources reducing the cost by $150,000 in 2022. 191 Page Page 22 Solid Waste Management The Solid Waste Management Fund provides collection services for various recyclable materials. Solid waste expenditures are primarily costs for curbside collection. Current Solid Waste Rate Structure The primary source of funding for the Solid Waste Management Fund is recycling fees. Solid Waste Management recycling fees are set at a single -rate structure. The fee helps cover the costs incurred for the utility billing process, staff, and service contract expense. Solid Waste Rates Based on the projections in Appendix C-5, increases are needed to maintain adequate reserves in the Solid Waste Management Fund. The proposed rates are illustrated in the chart below. City Fee Republic Services Contract Current Proposed Rates (All users) $0.25 $0.25 $0.25 $0.30 $0.30 2017 2018 2019 2020 2021 2022 $2.25 $2.50 $2.75 $3.00 $3.30 $3.60 $2.78 $2.84 $2.93 $3.02 $3.11 $3.20 Note: 2018 is the final year of the current contract with Republic Services. Contract rates for 2019-2022 are not final. Change in Rates (All users) 2016 2017 2018 2019 2020 City Fee $0.25 $0.25 $0.25 $0.30 $0.30 Summary The Solid Waste Management Fund has an estimated cash balance of $1,383,034 as of 12/31/17, a decrease of $122,000 over 12/31/16. The Solid Waste Management program has been subsidized by fund balance throughout the years resulting in depleting cash reserves. Proposed rates are anticipated to increase $0.30 in 2021-2023. 20 1 Page Page 23 The following graph shows the trend for the estimated cash balances with comparisons to the previous study (see Appendix C -S). Actuals are shown for 2012-2016. Solid Waste Management Fund Cash Balances $3.0 1 $2.5 $0.5 $0.0 ti0) ti� ti� ti� ti ti� ti� ti� titi ti� ti� ti� tih ti� �O LO LO y0 y0 ti0 �O LO y0 LO LO y0 y0 (Actuals (Cash Projections January 2017 Cash Projections January 2018 Cash variances are due to the fluctuation in net revenues and expenses. The variances in the projected balances are due to: • Fluctuation in the actual increase in households in 2017. • An increase of approximately $20,000 in contractual services in 2017. Contractual services increased approximately $35,000 in 2018-2026 due to the anticipated contract with Republic Services. 21 1 Page Page 24 Target Cash Reserves One of the goals of completing a utility study is to identify appropriate cash balances. A reserve is used to accommodate fluctuations in revenue and expense due to weather and unforeseen events and to provide funding in the CIP for replacement needs, and for unexpected repairs. A reserve helps minimize the reliance on debt and allows for a more stable rate structure over time. The City's target reserve is to have an amount equal to three months of operating expenses (without depreciation), 100% of the following year's debt service, and 50% of the following year's capital costs. The following graphs show the trend for the estimated cash balances compared to suggested target reserves for each of the utility funds reviewed in this study. Water/Sewer/Water Sewer Replacement Funds Reserves 20 18 16 14 — c 12 - 10 - g 8 6 4 2 Reserves +Estimated Cash Balance Estimated cash balances are greater than target reserves. Capital repair and replacement policies will be reviewed and rates will be analyzed when this process is complete. 9 8 7 6 5 0 4 3 2 1 (1) Water Resources Fund Reserves 'yoy ti�y� ti�y� 'yo,�o 'lO,ti'y 'loti'ti 'lotiM 'loti0'1otih '1oti�o Reserves (Estimated Cash Balance 22 1 Page Page 25 Solid Waste Management Fund Reserves 2.5 2.0 1.5 — 0 1.0 — — 0.5 Reserves (Estimated Cash Balance 231Page Page 26 Conclusion The City of Plymouth has managed its utility funds well, and as a result, has been able to fund almost all improvements with cash. The rate study demonstrates that future increases are necessary to support capital needs, maintain positive cash balances, and ensure long-term stability. The results of this analysis conclude that the recommended rate increases should reduce the need to issue debt. Staff is cautious to increase rates beyond what is recommended as reserves begin to build after five years to support future capital needs. In addition, as the City nears full development, additional reserves may become available from the Utility Trunk Fund. As the City continues to grow and mature, it becomes more critical to assess infrastructure conditions and capital needs of the water and sewer systems. Staff is proposing to hire an outside firm to evaluate the systems and provide a more thorough assessment of long-term capital needs that could potentially have a significant impact to utility projections and reserves. The utility fund balances will be reviewed annually to determine whether the available cash is sufficient to cover upcoming capital and operational expenses, to identify potential shortages early and reevaluate the option to issue new debt. We acknowledge that future trends may vary from assumptions made in this study and therefore recommend regular updates and adjustments as necessary. Appendix A Comparisons to Other Cities' Rates Appendix B Historical Consumption Trends Appendix C Water, Sewer, Water Resources, and Solid Waste Management Utility Projections Appendix D Target Reserve Projections Appendix E Capital Improvement Plans for Water, Sewer, and Water Resources 241 Page Page 27 Appendix A Comparisons to Other Cities' Rates The graphs below compare monthly water sewer charges for a residential customer based on 2018 rates and 6,000 gallons per month. Water Se we r Base Consumption Base Consumption Surface Water Recvcling Total Minnetonka 0.00 17.76 21.98 14.04 6.87 4.15 64.80 Plymouth 4.20 9.12 6.43 22.68 6.37 2.50 51.30 Bloomington 6.78 13.56 9.28 18.56 0.00 5.79 53.97 Eden Prairie' 5.25 13.20 5.25 19.20 4.37 0.00 47.27 Brooklyn Park 1.85 11.40 2.02 18.90 3.33 3.25 40.75 Maple Grove 1.63 6.90 7.17 12.90 0.00 3.00 31.60 'Minimum usage for water and sewer of 4, 000 gallons/quarter. Water Rate Comparison Bloomington Eden Prairie Minnetonka PLYMOUTH Brooklyn Park Maple Grove Minnetonka PLYMOUTH Bloomington Eden Prairie Brooklyn Park Maple Grove (continued...) 5.00 10.00 15.00 20.00 Sewer Rate Comparison 5.00 10.00 15.00 20.00 25.00 30.00 ■ Base ■ Consumption ■ Base ■ Consumption Page 26ppendix A (continued from previous page) Water Resources Rate Comparison Minnetonka PLYMOUTH Eden Prairie Brooklyn Park 0.00 2.00 4.00 6.00 8.00 10.00 Bloomington Minnetonka Brooklyn Park Maple Grove PLYMOUTH 0.00 Recycling Rate Comparison 1.00 2.00 3.00 4.00 5.00 6.00 Page 24ppendix A Minnetonka Bloomington PLYMOUTH Eden Prairie Brooklyn Park Maple Grove Total Bill Comparison 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 Page Appendix A 90,000 80,000 70,000 60,000 50,000 40,000 30,000 20,000 10,000 0 90,000 80,000 70,000 60,000 50,000 40,000 30,000 20,000 10,000 0 Appendix B Historical Consumption Trends Annual Per Capita Water Demand (mg) I'D n M M O .-1 N M Ln lD n Co M O r -I N M -ZT Ln lD n M M M M O O O O r -I r -I r -I r -I N N N N N N N N N N N N N N N N N N Water demand is declining at an average rate of approximately 2% per year. Annual Per Capita Sewer Flows (mg) ■ Average Demand (MGD) ■ Total Population M M p `--I NM � Ln LD r, W M O ri N M 1:TM lD r, Dl Dl O O O O O O O O O O -i -i r-1 r-1 -i r -I r -i r -I M M M M O O O O O O O O O O O O O O O O O O r -I r -I r -I r -I N N N N N N N N N N N N N N N N N N ■ Sewer Flows ■ Total Population Page 31 180 160 140 120 m Q UM 100 c ° 80 C7 2 60 ? He'' 20 1E Daily Per Capita Water Demand and Sewer Flows a, a, a,Mg00CD8 00000 rn a, rn m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r -I r -I rl ri N N N N N N N N N N N N N N N N N N Per Capita Demand Rainfall Data (inches) Annual Per Capita Sewer Flows Linear (Per Capita Demand) Linear (Rainfall Data (inches)) Linear (Annual Per Capita Sewer Flows) Page 31ppendix B n r City of Plymouth Water Fund Performance/Projection 18 19 Total Operating Revenues 6,938,073 Actual 5,965,696 = I 6,407,508 7,802,417 7,401,462 7,690,926 Projections 8,012,004 8,302,707 8,526,861 8,757,058 8,993,461 9,217,298 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 1 Revenue rate assumption 3.50% 3.00% 2.50% 3.50% 3.50% 3.50% 3.50% 3.50% 3.50% 3.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2 Investment income yield Water Sewer Replacement - - - 4,625,718 - - - - - 22 Personal Services4 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 3 Expense rate - personnel 1,680,289 1,730,698 1,782,619 23 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 4 Expense rate - all other 881,836 908,291 935,540 963,606 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 5 8,742 9,004 9,274 9,552 9,839 25 Dues & Subscriptions 3,242 3,492 2,741 3,632 5,000 5,000 5,000 5,000 6 Operating Revenues 5,305 5,464 5,628 5,796 5,970 6,149 26 Contractual Services' 1,656,804 1,855,997 1,922,814 2,574,077 2,654,100 2,632,800 2,125,500 7 Water Utility Consumption Charges' 6,114,269 5,516,122 3,982,462 4,219,888 4,407,473 5,699,069 5,233,331 5,409,245 5,388,550 5,577,149 5,772,349 5,916,658 6,064,575 6,216,189 6,371,594 8 Water Utility Base Charges' 12,000 12,360 1,090,792 1,019,168 1,067,675 1,203,537 1,173,731 1,214,811 1,212,376 1,254,809 1,298,727 1,331,195 1,364,475 1,398,587 1,433,552 9 Demand Charges 451,773 467,363 484,921 503,737 528,339 514,060 558,805 578,363 572,598 592,639 613,381 628,716 644,434 660,545 677,058 30 Penaltiesz 55,074 46,876 45,964 49,638 52,025 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 11 Fire Hydrant Inspection 54,845 55,020 55,160 111,650 56,175 64,274 66,524 68,852 71,262 73,756 75,600 77,490 79,427 81,413 83,448 12 Permits 13,961 19,714 15,944 21,573 16,660 8,548 8,847 9,157 9,477 9,809 10,054 10,306 10,563 10,828 11,098 13 Antennae Charges 112,865 121,255 128,719 135,256 135,376 144,382 149,435 154,666 160,079 165,682 169,824 174,070 178,421 182,882 187,454 14 Water Meter Sales 113,590 146,900 145,596 157,566 143,785 128,547 133,046 137,703 142,523 147,511 151,199 154,979 158,853 162,824 166,895 15 Other 21,696 16,474 16,138 18,570 - - - - - - - - - - - 16 Additional Consumption Charges- new growth' - - - - - - 25,137 52,034 75,397 100,332 114,267 128,836 144,062 159,969 163,969 17 Additional Base Charges - new growth' - - - - - - 12,606 26,095 37,812 50,317 57,305 64,611 72,247 80,225 82,230 18 19 Total Operating Revenues 6,938,073 6,389,724 5,965,696 6,237,046 6,407,508 7,802,417 7,401,462 7,690,926 7,710,074 8,012,004 8,302,707 8,526,861 8,757,058 8,993,461 9,217,298 20 - - - - - - - - - 40 Assessments 7,630 - - - - - - - - - - - - - - 41 Sale of Assets 406 414 - - - - - - - - - - - - - 42 Capital contributions' 1,347,864 1,968,533 1,609,910 543,219 600,000 600,000 1,000,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 43 Administrative fee - 130,365 18,707 - - - 21 Operating Expenses 44 Debt Service -Interest (374,190) (352,251) (134,121) (87,440) (91,138) (62,263) (32,624) (2,513) - - - - - - - 45 Transfers In (Out) 46 Water Sewer Construction (600,904) 1,091,644 34,930 28,615 - - - - - - - - - - - 47 Water Sewer Replacement - - - 4,625,718 - - - - - 22 Personal Services4 1,565,550 1,609,399 1,582,486 1,486,064 1,225,190 1,266,559 1,360,816 1,449,432 1,492,915 1,537,702 1,583,833 1,631,348 1,680,289 1,730,698 1,782,619 23 Materials&Supplies 808,044 855,012 811,504 1,100,383 916,100 844,000 783,500 783,500 807,005 831,215 856,152 881,836 908,291 935,540 963,606 24 Employee Development & Meetings 6,616 7,376 5,839 5,223 8,500 8,000 8,000 8,000 8,240 8,487 8,742 9,004 9,274 9,552 9,839 25 Dues & Subscriptions 3,242 3,492 2,741 3,632 5,000 5,000 5,000 5,000 5,150 5,305 5,464 5,628 5,796 5,970 6,149 26 Contractual Services' 1,656,804 1,855,997 1,922,814 2,574,077 2,654,100 2,632,800 2,125,500 2,125,500 2,189,265 2,254,943 2,322,591 2,392,269 2,464,037 2,537,958 2,614,097 27 Equipment 12,163 10,844 11,828 15,155 12,000 12,000 18,500 12,000 12,360 12,731 13,113 13,506 13,911 14,329 14,758 28 Other Expenses 1,900 845 850 2,464 26,926 7,773 4,000 12,694 13,075 13,467 13,871 14,287 14,716 15,157 15,612 29 Depreciation 2,798,021 2,901,817 3,096,050 3,147,026 2,539,210 2,517,015 2,539,652 2,556,132 2,510,711 2,501,150 2,438,591 2,467,705 2,496,664 2,431,023 2,282,287 30 Allocations" 330,602 329,777 425,159 435,354 746,540 711,722 743,959 768,327 791,377 815,118 839,572 864,759 890,702 917,423 944,945 31 32 Total Operating Expenses 7,182,942 7,574,559 7,859,271 8,769,378 8,133,566 8,004,869 7,588,927 7,720,585 7,830,098 7,980,118 8,081,928 8,280,342 8,483,680 8,597,650 8,633,913 33 34 Net Operations (244,869) (1,184,835) (1,893,575) (2,532,332) (1,726,058) (202,452) (187,465) (29,659) (120,024) 31,886 220,779 246,519 273,378 395,811 583,385 35 36 Non operating revenues (expenses) 37 Interest on Investments 34,853 67,349 59,779 (1,473) 15,000 15,000 25,000 25,000 24,953 25,209 30,649 29,212 30,357 31,534 31,840 38 Interest on Special Assessments 4,138 4,738 3,842 3,645 - - - - - - - - - - - 39 Intergovernmental 10,000 13,411 (428) - - - - - - - - - - - - 40 Assessments 7,630 - - - - - - - - - - - - - - 41 Sale of Assets 406 414 - - - - - - - - - - - - - 42 Capital contributions' 1,347,864 1,968,533 1,609,910 543,219 600,000 600,000 1,000,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 43 Administrative fee - 130,365 18,707 - - - - - - - - - - - - 44 Debt Service -Interest (374,190) (352,251) (134,121) (87,440) (91,138) (62,263) (32,624) (2,513) - - - - - - - 45 Transfers In (Out) 46 Water Sewer Construction (600,904) 1,091,644 34,930 28,615 - - - - - - - - - - - 47 Water Sewer Replacement - - - 4,625,718 - - - - - - - - - - - 48 Central Equipment (5,127) (138,008) (3,000) (69,519) - - - - - - - - - - - 49 Generals (82,567) (82,567) (82,567) (82,567) - - - - - - - - - - - ' Historically, base charges have been included as consumption revenue. These charges will be recorded separately in the future to allow for better analysis. The additional revenue expected as a result of the water meter replacement is now factored in the consumption charges as we have one year of data. ' Penalties estimated to remain stable. 3 Capital contributions have no impact on cash flow, therefore are estimated based on average history. ° Allocations increase in 2016 due to a change in methodology. Administrative support personal services costs are now recorded as an allocation instead of direct costs to the department. s Beginning in 2016, General Fund transfer is incorporated in allocations. 6 Revenue from new growth displayed in lines 17 and 18 will be shifted to Water Utility revenues as current customer counts are used in subsequent years. 7 Contractual services expense decreases beginning in 2018 due to adding costs for water main repair to the mill and overlay project costs in the CIP. Page 33 City of Plymouth Water Fund Performance/Projection Actual iI Projections 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 50 Water Resources (3,143) - - - - - - - - - - - - - 51 General Capital Projects (3,628) - - - - - - - - - - - - - 52 Improvement Project Construction (197,736) (919,986) (708,103) (229,751) - - - - - - - - - - - 53 Information Technology (2,500) - (10,400) (10,000) - - - - - - - - - - - 54 Risk Management _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 55 56 Total non operating revenue (expenses) 135,096 1,783,642 788,549 4,720,447 523,862 552,737 992,376 622,487 624,953 625,209 630,649 629,212 630,357 631,534 631,840 57 58 Net increase (decrease) in resources (109,773) 598,807 (1,105,026) 2,188,115 (1,202,196) 350,285 804,911 592,828 504,929 657,095 851,428 875,730 903,735 1,027,345 1,215,225 59 60 CIP Funding 61 Current Year Capital (1,546,479) (3,391,573) (1,066,021) (970,823) (899,298) (665,000) (2,511,937) (1,681,406) (1,988,108) (1,251,064) (1,170,000) (1,912,802) (1,552,268) (1,598,836) (1,646,801) 62 Bond Proceeds 63 Bond Principal - 200413/2012A Issue (830,000) (940,000) (950,000) (920,000) (935,000) (965,000) (990,000) (1,005,000) 64 Total Capital & Related Debt (2,376,479) (4,331,573) (2,016,021) (1,890,823) (1,834,298) (1,630,000) (3,501,937) (2,686,406) (1,988,108) (1,251,064) (1,170,000) (1,912,802) (1,552,268) (1,598,836) (1,646,801) 65 66 Cash 67 Beginning Cash 3,868,548 3,741,458 828,519 91,036 3,117,354 2,691,728 3,140,028 2,324,654 1,996,208 2,016,740 2,451,921 2,336,939 2,428,573 2,522,703 2,547,235 68 Add net increase (decrease) in resources (56) 350,285 804,911 592,828 504,929 657,095 851,428 875,730 903,735 1,027,345 1,215,225 69 Add back depreciation (28) 2,517,015 2,539,652 2,556,132 2,510,711 2,501,150 2,438,591 2,467,705 2,496,664 2,431,023 2,282,287 70 Less capital contributions (41) (600,000) (1,000,000) (600,000) (600,000) (600,000) (600,000) (600,000) (600,000) (600,000) (600,000) 71 Less capital and related debt principal(61) (1,630,000) (3,501,937) (2,686,406) (1,988,108) (1,251,064) (1,170,000) (1,912,802) (1,552,268) (1,598,836) (1,646,801) 72 Ending Cash 3,741,458 828,519 91,036 3,117,354 2,691,728 3,329,028 1,982,654 2,187,208 2,423,740 3,323,921 3,971,939 3,167,573 3,676,703 3,782,235 3,797,947 73 Transfer to/from Replacement Fund (189,000) 342,000 (191,000) (407,000) (872,000) (1,635,000) (739,000) (1,154,000) (1,235,000) (1,152,000) 74 Ending Cash 3,741,458 828,519 91,036 3,117,354 2,691,728 3,140,028 2,324,654 1,996,208 2,016,740 2,451,921 2,336,939 2,428,573 2,522,703 2,547,235 2,645,947 75 76 77 Comparison of net increase (decrease) in resources 78 Current Projection 2,188,115 (1,202,196) 350,285 804,911 592,828 504,929 657,095 851,428 875,730 903,735 1,027,345 1,215,225 79 Previous Projection (427,479) (660,234) 395,300 (120,698) 47,019 265,318 407,947 500,379 524,370 534,685 640,280 - 80 81 Projection Variance 2,615,594 (541,962) (45,015) 925,609 545,809 239,611 249,148 351,049 351,360 369,050 387,065 1,215,225 82 83 Comparison of transfer (to) from Water Sewer Replacement fund 84 Current Projection (1,678,168) (189,000) 342,000 (191,000) (407,000) (872,000) (1,635,000) (739,000) (1,154,000) (1,235,000) (1,152,000) 85 Previous Projection (106,000) 67,000 409,000 (808,000) (683,000) (1,238,000) (1,186,000) (1,191,000) (1,198,000) (1,270,000) - 86 87 Projection Variance - (1,572,168) (256,000) (67,000) 617,000 276,000 366,000 (449,000) 452,000 44,000 35,000 (1,152,000) Page 34 t7 N City of Plymouth Sewer Fund Performance/Projection ' Historically, base charges have been included as consumption revenue. These charges will be recorded separately in the future to allow for better analysis. The additional revenue expected as a result of the water meter replacement is now factored in the consumption charges as we have one year of data. ' Penalties estimated to remain stable. 3 Capital contributions have no impact on cash flow, therefore are estimated based on average history. ° Allocations increase in 2016 due to a change in methodology. Administrative support personal services costs are now recorded as an allocation instead of direct costs to the department. 5 Beginning in 2016, General Fund transfer is incorporated in allocations. 6 Beginning in 2015, all expenses related to preventative sewer main repairs will be expensed directly to the Sewer fund instead of a transfer out to the Capital Project fund. The waste water fee is estimated based on notification of a percentage increase. The actual gallons charged at that rate is unknown at the time of departmental budget entry, thus the increase is calculated on the prior year total charge. 7 Revenue from new growth displayed in lines 13 and 14 will be shifted to Sewer Utility revenues as current customer counts are used in subsequent years. Page 3 5 Actual I Projections 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 1 Revenue rate assumption 2.00% 2.00% 2.00% 5.50% 5.00% 5.50% 6.00% 6.00% 6.00% 6.00% 6.00% 6.00% 5.50% 5.50% 5.50% 2 Investment income yield 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 3 Expense rate - personnel 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 4 Expense rate - all other 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 5 6 Operating Revenues 7 Sewer Utility Consumption Charges' 7,246,338 7,309,209 5,809,795 6,137,693 6,695,085 7,382,825 7,143,321 7,571,690 7,742,469 8,207,017 8,699,438 9,221,404 9,728,582 9,728,582 10,263,654 8 Sewer Utility Base Charges' 1,546,985 1,462,616 1,697,428 1,790,786 1,758,307 1,863,807 1,970,377 2,088,599 2,213,915 2,346,750 2,475,822 2,475,822 2,611,992 9 Penaltiesz 64,492 61,677 65,827 69,784 65,000 65,000 65,000 65,000 65,000 65,000 65,000 65,000 65,000 65,000 65,000 10 Permits 12,919 17,895 16,016 21,353 8,400 8,862 9,394 9,957 10,555 11,188 11,859 12,571 13,262 13,262 13,992 11 Other 22,183 21,211 11,615 25,782 15,000 18,000 21,000 21,000 21,000 21,000 21,000 21,000 21,000 21,000 21,000 12 Additional Consumption Charges- new growth' - - - - - - 35,798 75,892 112,624 153,491 180,778 210,787 242,597 242,597 277,268 13 Additional Base Charges - new growth 19,303 40,922 60,728 82,763 97,476 113,657 130,809 130,809 149,504 14 15 Total Operating Revenues 7,345,932 7,409,992 7,450,238 7,717,228 8,480,913 9,265,473 9,052,123 9,648,268 9,982,752 10,629,058 11,289,467 11,991,170 12,677,072 12,677,072 13,402,410 16 17 Operating Expenses 18 Personal Services4 788,996 808,731 769,819 871,785 737,680 754,530 763,268 829,539 854,425 880,058 906,460 933,653 961,663 961,663 990,513 19 Materials&Supplies 121,412 105,364 84,298 129,525 151,500 151,500 144,500 144,500 148,835 153,300 157,899 162,636 167,515 167,515 172,541 20 Employee Development & Meetings 3,957 2,294 5,028 1,892 6,000 6,000 6,000 6,000 6,180 6,365 6,556 6,753 6,956 6,956 7,164 21 Contractual Services6 5,385,747 5,334,811 5,497,603 6,107,141 6,752,500 7,069,200 6,574,281 6,911,145 7,118,479 7,332,034 7,551,995 7,778,555 8,011,911 8,011,911 8,252,269 22 Equipment 4,004 5,146 5,909 5,257 6,000 6,000 6,000 6,000 6,180 6,365 6,556 6,753 6,956 6,956 7,164 23 Other Expenses 4,316 1,900 4,273 2,387 25,154 7,808 4,000 9,105 9,378 9,659 9,949 10,248 10,555 10,555 10,872 24 Depreciation 1,010,714 1,055,740 1,099,093 1,168,785 1,221,000 1,267,626 1,261,627 1,286,740 1,303,968 1,322,904 1,344,070 1,378,996 1,416,808 1,455,754 1,493,414 25 Allocations4 192,668 193,409 276,714 283,326 699,565 701,923 737,579 759,066 781,838 805,293 829,452 854,335 879,966 879,966 906,365 26 27 Total Operating Expenses 7,511,814 7,507,395 7,742,737 8,570,098 9,599,399 9,964,587 9,497,255 9,952,095 10,229,284 10,515,979 10,812,937 11,131,929 11,462,329 11,501,275 11,840,301 28 29 Net Operations (165,882) (97,403) (292,499) (852,870) (1,118,486) (699,114) (445,132) (303,827) (246,531) 113,079 476,530 859,241 1,214,743 1,175,797 1,562,109 30 31 Non operating revenues (expenses) 32 Interest on Investments 18,592 (31,720) 53,301 4,960 10,010 10,010 25,000 25,000 38,958 36,669 37,532 44,250 45,576 45,576 45,572 33 Intergovernmental 15,000 21,619 24,789 21,536 26,000 27,000 27,810 28,644 29,504 30,389 31,300 32,239 33,207 33,207 34,203 34 Capital contributions' 1,624,688 1,085,049 1,277,209 403,867 800,000 800,000 800,000 800,000 800,000 800,000 800,000 800,000 800,000 800,000 800,000 35 Administrative fee - 46,610 50,207 - - - - - - - - - - - - 36 Transfers In (Out) 37 Water Sewer Construction (134,364) 507,808 - (1,068) - - - - - - - - - - - 38 Water Sewer Replacement - - - 1,969,184 2,718,768 - - - - - - - - - - 39 Utility Trunk Expansion - (309,576) - - - - - - - - - - - - 40 General Capital Projects (1,399) - - - - - - - - - - - - - 41 Generals (58,643) (58,643) (58,643) (58,643) - - - - - - - - - - - 42 Improvement Project Construction (147,042) (223,805) (216,344) (132,529) (141,365) - - - - - - - - - - ' Historically, base charges have been included as consumption revenue. These charges will be recorded separately in the future to allow for better analysis. The additional revenue expected as a result of the water meter replacement is now factored in the consumption charges as we have one year of data. ' Penalties estimated to remain stable. 3 Capital contributions have no impact on cash flow, therefore are estimated based on average history. ° Allocations increase in 2016 due to a change in methodology. Administrative support personal services costs are now recorded as an allocation instead of direct costs to the department. 5 Beginning in 2016, General Fund transfer is incorporated in allocations. 6 Beginning in 2015, all expenses related to preventative sewer main repairs will be expensed directly to the Sewer fund instead of a transfer out to the Capital Project fund. The waste water fee is estimated based on notification of a percentage increase. The actual gallons charged at that rate is unknown at the time of departmental budget entry, thus the increase is calculated on the prior year total charge. 7 Revenue from new growth displayed in lines 13 and 14 will be shifted to Sewer Utility revenues as current customer counts are used in subsequent years. Page 3 5 43 Central Equipment 44 Information Technology 45 Risk Management 46 City of Plymouth Sewer Fund Performance/Projection Actual I Projections 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 (1,500) (10,000) 47 Total non operating revenue (expenses) 1,316,832 1,037,342 1,129,019 2,197,307 3,413,413 837,010 852,810 853,644 868,461 867,058 868,832 876,489 878,783 878,783 879,775 48 49 Net increase (decrease) in resources 1,150,950 939,939 836,520 1,344,437 2,294,927 137,896 407,678 549,818 621,930 980,137 1,345,362 1,735,730 2,093,525 2,054,579 2,441,883 50 51 Met Council Detail 52 VICES Portion of Operating Expenses 4,967,566 4,844,541 5,040,001 5,254,739 5,900,000 6,200,000 6,386,000 6,577,580 6,774,907 6,978,155 7,187,499 7,403,124 7,625,218 7,625,218 7,853,975 53 VICES %of Operating Expenses 66.13% 64.53% 65.09% 61.31% 61.46% 62.22% 67.24% 66.09% 66.23% 66.36% 66.47% 66.50% 66.52% 66.30% 66.33% 54 55 CIP Funding 56 Current Year Capital (672,758) (1,219,706) (1,266,589) (979,761) (1,480,663) (1,170,000) (2,460,000) (2,070,000) (1,770,000) (1,270,000) (1,270,000) (2,202,621) (2,268,699) (2,268,699) (2,336,760) 57 Total Capital & Related Debt (672,758) (1,219,706) (1,266,589) (979,761) (1,480,663) (1,170,000) (2,460,000) (2,070,000) (1,770,000) (1,270,000) (1,270,000) (2,202,621) (2,268,699) (2,268,699) (2,336,760) 58 59 Cash 60 Beginning Cash 2,645,315 2,440,002 1,899,468 1,578,784 2,853,505 2,959,241 3,289,763 3,202,068 3,116,625 2,933,524 3,002,565 3,539,997 3,646,103 3,646,103 3,645,737 61 Add net increase (decrease) in resources (45) 137,896 407,678 549,818 621,930 980,137 1,345,362 1,735,730 2,093,525 2,054,579 2,441,883 62 Add back depreciation (23) 1,267,626 1,261,627 1,286,740 1,303,968 1,322,904 1,344,070 1,378,996 1,416,808 1,455,754 1,493,414 63 Less capital contributions (33) (800,000) (800,000) (800,000) (800,000) (800,000) (800,000) (800,000) (800,000) (800,000) (800,000) 64 Less capital and related debt principal (52) (1,170,000) (2,460,000) (2,070,000) (1,770,000) (1,270,000) (1,270,000) (2,202,621) (2,268,699) (2,268,699) (2,336,760) 65 Ending Cash 2,440,002 1,899,468 1,578,784 2,853,505 2,959,241 2,394,763 1,699,068 2,168,625 2,472,524 3,166,565 3,621,997 3,652,103 4,087,737 4,087,737 4,444,274 66 Transfer to/from Replacement Fund 895,000 1,503,000 948,000 461,000 (164,000) (82,000) (6,000) (442,000) (332,000) (689,000) 67 Ending Cash 2,440,002 1,899,468 1,578,784 2,853,505 2,959,241 3,289,763 3,202,068 3,116,625 2,933,524 3,002,565 3,539,997 3,646,103 3,645,737 3,755,737 3,755,274 68 69 70 Comparison of net increase (decrease) in resources 71 Current Projection 1,344,437 2,294,927 137,896 407,678 549,818 621,930 980,137 1,345,362 1,735,730 2,093,525 2,054,579 2,441,883 72 Previous Projection (288,761) (282,476) 191,522 (238,692) 69,454 402,579 765,546 1,126,638 1,517,433 1,879,843 2,272,449 - 73 74 Projection Variance 1,633,198 2,577,403 (53,626) 646,370 480,364 219,351 214,591 218,724 218,297 213,682 (217,870) 2,441,883 75 76 Comparison of transfer (to) from Water Sewer Replacement fund 77 Current Projection 2,718,768 895,000 1,503,000 948,000 461,000 (164,000) (82,000) (6,000) (442,000) (332,000) (689,000) 78 Previous Projection 1,478,000 1,144,000 1,714,000 1,242,000 498,000 295,000 356,000 (7,000) (341,000) (819,000) - 79 80 Projection Variance - 1,240,768 (249,000) (211,000) (294,000) (37,000) (459,000) (438,000) 1,000 (101,000) 487,000 (689,000) Page 36 City of Plymouth Utility Funds Combined Cash Water, Sewer and Water Sewer Replacement Funds 25 20 C 15 10 5 ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO -4--Cash Projections January 2018 -4&-Cash Projections January 2017 Page 37 Actual I Projections CASH 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 1 Ending Cash Balances 2 Water 3,140,028 2,324,654 1,996,208 2,016,740 2,451,921 2,336,939 2,428,573 2,522,703 2,547,235 2,645,947 3 Sewer 3,289,763 3,202,068 3,116,625 2,933,524 3,002,565 3,539,997 3,646,103 3,645,737 3,755,737 3,755,274 4 Water Sewer Replacement 4,173,436 2,861,436 2,320,436 2,731,436 4,530,436 5,351,436 6,511,436 8,188,436 9,340,436 9,340,436 5 6 Total Ending Cash' 16,734,813 13,509,996 13,007,778 16,932,570 10,379,035 10,603,227 8,388,158 7,433,269 7,681,699 9,984,921 11,228,373 12,586,111 14,356,876 15,643,408 15,741,656 7 8 Previous Projection 16,734,813 13,509,996 13,007,778 16,932,570 9,959,857 9,632,679 6,759,289 6,030,763 5,572,660 7,131,154 8,125,913 9,493,991 11,207,821 13,296,302 9 10 Projection Variance - - - - 419,178 970,548 1,628,869 1,402,506 2,109,039 2,853,767 3,102,460 3,092,120 3,149,055 2,347,106 15,741,656 ' Cash decrease in 2016 due to water meter replacement project. Additional cash flucations due to capital projects. z Estimated cash balances are greater than the previous projection. Capital repair and replacement policies will be reviewed and rates will be analyzed when this process is complete. Water, Sewer, Water Sewer Replacement, and Utility Trunk Funds Actual Projections CASH 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 1 Ending Cash Balances 2 Utility Funds 16,734,813 13,509,996 13,007,778 16,932,570 10,379,035 10,603,227 8,388,158 7,433,269 7,681,699 9,984,921 11,228,373 12,586,111 14,356,876 15,643,408 15,741,656 3 Utility Trunk 4,028,523 5,938,381 6,646,482 4,485,520 6,827,634 9,914,008 9,363,874 7,923,913 7,788,858 8,106,707 8,388,508 9,113,620 9,086,245 9,039,715 10,724,410 4 5 Total Ending Cash 20,763,336 19,448,377 19,654,260 21,418,090 17,206,669 20,517,235 17,752,032 15,357,182 15,470,557 18,091,628 19,616,881 21,699,731 23,443,121 24,683,123 26,466,066 6 7 Previous Projection 8 Utility Funds 16,734,813 13,509,996 13,007,778 16,932,570 9,959,857 9,632,679 6,759,289 6,030,763 5,572,660 7,131,154 8,125,913 9,493,991 11,207,821 13,296,302 9 Utility Trunk 4,028,523 5,938,381 6,646,482 4,485,520 3,627,076 2,290,729 2,987,026 3,707,934 4,344,872 5,365,163 6,186,763 6,346,292 7,107,632 7,768,016 10 11 Total Previous Projection 20,763,336 19,448,377 19,654,260 21,418,090 13,586,933 11,923,408 9,746,315 9,738,697 9,917,532 12,496,317 14,312,676 15,840,283 18,315,453 21,064,318 - 12 13 Projection Variance - - - - 3,619,736 8,593,827 8,005,717 5,618,485 5,553,025 5,595,311 5,304,205 5,859,448 5,127,668 3,618,805 26,466,066 3 Utility Trunk cash increase in 2015 is due to higher than anticipated collections of Area and REC charges. Remaining cash variances are due to shifting or changing special assessments for street projects. Utility Fund Cash Balances (including Utility Trunk) 30 — 25 20 C 15 10 5 ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO ,VO -4--Cash Projections January 2018 -4&-Cash Projections January 2017 Page 37 City of Plymouth Water Resources Fund Performance/Projection ' Penalties estimated to remain stable. ' Allocations increase in 2016 due to a change in methodology. Administrative support personal services costs are now recorded as an allocation instead of direct costs to the department 3 Beginning in 2016, General Fund transfer is incorporated in allocations. ° Beginning in 2015, all expenses related to preventative storm sewer repairs will be expenses directly to the Water Resources Fund instead ofthe Capital Project Fund. s Capital contributions have no impact on cash Flow, therefore are estimated based on average history. e Revenue from new growth displayed in line 7 will be shifted to Water Resources Utility revenues as current customer counts are used in subsequent years. Note: 2017 projections vary from budget based on department review in October 2017. Page 38 Actual I Projections 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 1 Revenue rate assumption 0.0% 0.0% 0.0% 6.0% 6.0% 6.0% 7.0% 7.5% 7.5% 7.5% 7.5% 6.0% 6.0% 6.0% 6.0% 2 Investment income yield 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 3 Expense rate - personnel 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 4 Expense rate - all other 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 5 6 Operating Revenues 7 Water Resources Utility Charges 2,551,204 2,567,465 2,595,848 2,760,949 2,980,383 3,090,952 3,433,002 3,690,750 3,482,977 3,744,200 4,025,015 4,326,891 4,586,505 4,861,695 5,153,397 8 Penalties' 20,434 18,277 19,199 22,650 24,892 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 9 Other 2,966 6,619 20,037 32,152 40,080 20,000 23,000 23,000 23,000 23,000 23,000 23,000 23,000 23,000 23,000 10 Additional Revenue - new growth - - - - - - 19,132 41,133 61,905 85,562 102,199 119,164 137,796 158,236 - 11 12 Total Operating Revenues 2,574,604 2,592,361 2,635,084 2,815,751 3,045,355 3,130,952 3,495,134 3,774,883 3,587,882 3,872,762 4,170,214 4,489,055 4,767,301 5,062,931 5,196,397 13 14 Operating Expenses 15 Personal Services' 753,989 702,442 655,971 624,499 713,549 741,721 785,166 848,164 873,609 899,817 926,812 954,616 983,255 1,012,752 1,043,135 16 Materials & Supplies 152,943 124,727 127,060 118,808 172,057 191,700 213,700 213,700 220,111 226,714 233,516 240,521 247,737 255,169 262,824 17 Employee Development & Meetings 1,342 700 1,638 730 2,526 2,200 2,200 2,200 2,266 2,334 2,404 2,476 2,550 2,627 2,706 18 Dues & Subscriptions 270,120 301,703 294,762 303,946 278,894 305,000 320,000 325,000 334,750 344,793 355,136 365,790 376,764 388,067 399,709 19 Contractual Services4 403,094 388,347 380,610 948,454 664,253 564,200 657,500 662,500 682,375 702,846 723,932 745,650 768,019 791,060 814,791 20 Equipment 10,750 22,832 10,345 9,851 6,366 15,000 15,000 15,000 15,450 15,914 16,391 16,883 17,389 17,911 18,448 21 Other Expenses 15 344 13,350 176,191 1,264 14,831 1,600 6,811 7,015 7,226 7,443 7,666 7,896 8,133 8,377 22 Depreciation 169,821 245,666 294,322 351,671 396,259 401,977 513,484 550,319 591,858 644,858 652,252 707,125 763,643 821,857 881,818 23 Allocations' 173,435 173,475 240,721 247,484 346,322 355,170 378,144 390,013 401,713 413,765 426,178 438,963 452,132 465,696 479,667 24 25 Total Operating Expenses 1,935,509 1,960,236 2,018,779 2,781,634 2,581,490 2,591,799 2,886,794 3,013,707 3,129,148 3,258,266 3,344,063 3,479,690 3,619,385 3,763,271 3,911,475 26 27 Net Operations 639,095 632,125 616,305 34,117 463,865 539,153 608,340 761,176 458,734 614,495 826,151 1,009,365 1,147,916 1,299,660 1,284,922 28 29 Non operating revenues (expenses) 30 Interest on Investments 32,240 (55,027) 110,859 44,939 25,119 45,025 25,000 15,000 13,103 6,836 2,789 12,429 13,463 16,331 21,224 31 Intergovernmental 51,093 190,715 4,317 4,500 264,026 - - - - - - - - - - 32 Capital contributionss 997,833 731,121 1,201,598 660,498 2,248,049 700,000 700,000 700,000 700,000 700,000 700,000 700,000 700,000 700,000 700,000 33 Administrative fee - 26,510 46,932 - - - - - - - - - - - - 34 Transfers In (Out) 35 Water Resources Construction 24,614 1,817,826 (800) - 214,913 - - - - - - - - - - 36 Transit - - - (18,330) - - - - - - - - - - 37 Central Equipment (4,505) (20,825) (53,052) (23,862) - - - - - - - - - - - 38 General' (14,503) (17,388) (17,388) (17,388) - - - - - - - - - - - 39 Water 3,143 - - - - - - - - - - - - - 40 General Capital Projects (5,782) - - - - - - - - - - - - - 41 Improvement Project Construction (110,771) (239,103) (291,488) (155,222) (204,690) - - - - - - - - - - 42 Information Technology (2,500) - (13,225) - - - - - - - - - - - - 43 Risk Management - - - - - - - - - - - - - - 44 Total non operating revenue 45 (expenses) 970,862 2,433,829 987,753 513,465 2,529,087 745,025 725,000 715,000 713,103 706,836 702,789 712,429 713,463 716,331 721,224 46 47 Net increase (decrease)in resources 1,609,957 3,065,954 1,604,058 547,582 2,992,952 1,284,178 1,333,340 1,476,176 1,171,837 1,321,332 1,528,940 1,721,794 1,861,379 2,015,991 2,006,146 ' Penalties estimated to remain stable. ' Allocations increase in 2016 due to a change in methodology. Administrative support personal services costs are now recorded as an allocation instead of direct costs to the department 3 Beginning in 2016, General Fund transfer is incorporated in allocations. ° Beginning in 2015, all expenses related to preventative storm sewer repairs will be expenses directly to the Water Resources Fund instead ofthe Capital Project Fund. s Capital contributions have no impact on cash Flow, therefore are estimated based on average history. e Revenue from new growth displayed in line 7 will be shifted to Water Resources Utility revenues as current customer counts are used in subsequent years. Note: 2017 projections vary from budget based on department review in October 2017. Page 38 City of Plymouth Water Resources Fund Performance/Projection Actual 0 1 Projections 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 48 CIP Funding 49 Current Year Capital (657,781) (665,000) (1,323,486) (525,000) (652,338) (525,000) (3,416,000) (1,113,000) (1,565,000) (1,590,000) (710,000) (1,646,169) (1,695,554) (1,746,421) (1,798,814) 50 Total Capital & Related Debt (657,781) (665,000) (1,323,486) (525,000) (652,338) (525,000) (3,416,000) (1,113,000) (1,565,000) (1,590,000) (710,000) (1,646,169) (1,695,554) (1,746,421) (1,798,814) 51 52 Cash 53 Beginning Cash 2,858,207 3,022,557 3,434,353 3,174,289 2,713,799 2,642,736 3,103,891 834,715 1,048,210 546,905 223,095 994,286 1,077,036 1,306,504 1,697,931 54 Add net increase (decrease) in resources (47) 1,284,178 1,333,340 1,476,176 1,171,837 1,321,332 1,528,940 1,721,794 1,861,379 2,015,991 2,006,146 55 Add back depreciation (22) 401,977 513,484 550,319 591,858 644,858 652,252 707,125 763,643 821,857 881,818 56 Less capital contributions (32) (700,000) (700,000) (700,000) (700,000) (700,000) (700,000) (700,000) (700,000) (700,000) (700,000) 57 Less capital and related debt principal(50) (525,000) (3,416,000) (1,113,000) (1,565,000) (1,590,000) (710,000) (1,646,169) (1,695,554) (1,746,421) (1,798,814) 58 Ending Cash 3,022,557 3,434,353 3,174,289 2,713,799 2,642,736 3,103,891 834,715 1,048,210 546,905 223,095 994,286 1,077,036 1,306,504 1,697,931 2,087,082 Page 39 n t� City of Plymouth Solid Waste Management Fund Performance/Projection Page 40 Actual I Projections 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 1 Revenue flat rate assumption - - - 0.25 0.25 0.25 0.25 0.25 0.25 0.30 0.30 0.30 0.25 0.25 0.25 2 Investment income yield 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 3 Expense rate - personnel 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 4 Expense rate - all other 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 3.00% 5 6 Operating Revenues 7 Solid Waste Utility Charges 414,931 419,186 423,718 496,541 573,564 661,302 735,960 809,556 885,816 974,398 1,062,979 1,151,561 1,225,379 1,299,197 1,373,015 8 Penalties' 4,670 4,567 4,815 5,405 5,662 4,500 4,500 4,500 4,500 4,500 4,500 4,500 4,500 4,500 4,500 9 Licenses- Garbage Hauler - - - 4,975 - 4,975 4,975 4,975 4,975 4,975 4,975 4,975 4,975 4,975 30 Other' 212,650 98,964 69,986 12,285 16,881 14,500 12,000 12,000 12,240 12,485 12,734 12,989 13,249 13,514 16,892 11 Additional Revenue - new growthb 7,500 16,500 25,200 35,640 43,200 51,480 59,760 68,640 12 13 Total Operating Revenues 632,251 522,717 498,519 519,206 596,107 685,277 764,935 847,531 932,731 1,031,997 1,128,389 1,225,505 1,307,863 1,390,826 1,394,407 14 15 Operating Expenses 16 Personal Services4 105,931 106,208 100,194 183,796 148,891 137,429 138,580 144,634 148,973 153,442 158,045 162,787 167,670 172,701 177,882 17 Materials&Supplies 9,847 10,733 9,999 4,425 2,263 12,140 5,600 5,650 5,820 5,994 6,174 6,359 6,550 6,746 6,949 18 Employee Development & Meetings 560 55 375 389 25 240 450 450 464 477 492 506 522 537 553 19 Dues & Subscriptions 20 720 450 562 10 540 400 400 412 424 437 450 464 478 492 20 Contractual Servicesz 755,626 775,803 797,970 855,230 848,411 915,844 942,550 981,000 1,010,430 1,040,743 1,071,965 1,104,124 1,137,248 1,171,365 1,206,506 21 Equipment 4,983 436 - - - 1,500 - - - - - - - - - 22 Other Expenses 2,636 243 1,447 1,919 1,932 7,414 2,800 3,678 3,788 3,902 4,019 4,140 4,264 4,392 4,523 23 Depreciation - 184 2,438 3,289 4,821 4,821 4,821 4,821 4,821 4,821 4,821 4,821 4,821 4,821 4,821 24 Allocations4 22,876 23,056 8,558 8,747 68,086 65,577 67,158 69,151 71,226 73,362 75,563 77,830 80,165 82,570 85,047 25 26 Total Operating Expenses 902,479 917,438 921,431 1,058,357 1,074,439 1,145,505 1,162,359 1,209,784 1,245,933 1,283,166 1,321,517 1,361,017 1,401,703 1,443,610 1,486,774 27 28 Net Operations (270,228) (394,721) (422,912) (539,151) (478,332) (460,228) (397,424) (362,253) (313,202) (251,169) (193,128) (135,512) (93,841) (52,784) (92,366) 29 30 Non operating revenues (expenses) 31 Interest on Investments 30,193 (38,014) 75,306 30,901 18,006 30,015 20,000 20,000 9,782 7,473 5,910 5,053 4,905 5,277 6,166 32 Intergovernmental 202,405 208,381 197,233 226,782 222,251 120,547 157,837 135,837 113,837 113,837 113,837 113,837 113,837 113,837 113,837 33 Capital contributions - 66,238 - 54,886 - - - - - - - - - - - 34 Transfers In (Out) 35 Generals (17,929) (17,929) (17,929) (17,929) - - - - - - - - - - - 36 General Capital Projects - (66,238) (60,016) - - - - - - - - - - - 37 Risk Management - - - - - - - - - - - - - - 38 Total non operating revenue 39 (expenses) 214,669 152,438 254,610 234,624 240,257 150,562 177,837 155,837 123,619 121,310 119,747 118,890 118,742 119,114 120,003 40 41 Net increase (decrease) in resources (55,559) (242,283) (168,302) (304,527) (238,075) (309,666) (219,587) (206,416) (189,583) (129,859) (73,381) (16,623) 24,901 66,329 27,637 42 43 Cash 44 Beginning Cash 2,760,597 2,715,685 2,397,737 2,220,051 1,877,841 1,503,770 1,198,925 984,159 782,564 597,802 472,764 404,203 392,402 422,124 493,274 45 Add net increase (decrease) in resources (40) (309,666) (219,587) (206,416) (189,583) (129,859) (73,381) (16,623) 24,901 66,329 27,637 46 Add back depreciation (22) 4,821 4,821 4,821 4,821 4,821 4,821 4,821 4,821 4,821 4,821 47 Ending Cash 2,715,685 2,397,737 2,220,051 1,877,841 1,503,770 1,198,925 984,159 782,564 597,802 472,764 404,203 392,402 422,124 493,274 525,732 ' Penalties estimated to remain stable. ' A new contract is being negotiated with Republic Services. The cost per household is not available for 2019 and beyond, therefore the contractual services is estimated. ' The market for recyclables has declined beginning in 2015, therefore revenue sharing is conservatively eliminated. ° Allocations increase in 2016 due to a change in methodology. Administrative support personal services costs are now recorded as an allocation instead of direct costs to the department. 6 Beginning in 2016, General Fund transfer is incorporated in allocations. 6 Revenue from new growth displayed in line 7 will be shifted to Solid Waste Utility revenues as current customer counts are used in subsequent years. Page 40 1 Water 2 Ending Cash Balance 3 Target Reserves 4 Excess (Shortfall) 5 6 Sewer 7 Ending Cash Balance 8 Target Reserves 9 Excess (Shortfall) 10 11 Water Sewer Replacement 12 Ending Cash Balance 13 14 Total Ending Cash Balance' 15 16 17 Water Resources 18 Ending Cash Balance 3,103,891 834,715 1,048,210 546,905 223,095 994,286 1,077,036 1,306,504 1,697,931 2,087,082 19 Target Reserves 2,301,328 1,172,347 1,416,822 1,448,352 1,027,953 1,516,226 1,561,713 1,608,564 1,656,821 1,656,821 20 Excess (Shortfall) 802,564 (337,632) (368,612) (901,447) (804,858) (521,939) (484,677) (302,060) 41,110 430,261 21 22 23 Solid Waste Management 24 Ending Cash Balance 1,198,925 984,159 782,564 597,802 472,764 404,203 392,402 422,124 493,274 525,732 25 Target Reserves 289,385 301,241 310,278 319,586 329,174 339,049 349,221 359,697 370,488 370,488 26 Excess (Shortfall) 909,541 682,918 472,286 278,216 143,590 65,154 43,181 62,427 122,786 155,244 ' As the water and sewer systems continue to age, it is critical to assess infrastructure conditions and capital needs. Target reserves are being maintained at a higher level as staff is proposing to hire an outside firm to evaluate the systems and long-term capital needs. Cash projections and target reserves will be evaluated and adjusted to match the evaluation results. Z Ending cash balance includes estimated external funding for projects noted in Appendix E-3. Reimbursement is uncertain at this time. N Q X Page 41 City of Plymouth Reserves 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 3,140,028 3,139,329 2,324,654 2,323,901 1,996,208 1,995,274 2,016,740 2,451,921 1,995,834 2,409,560 2,336,939 2,272,888 2,428,573 2,341,075 2,522,703 2,411,307 2,547,235 2,411,307 2,645,947 2,483,646 699 753 934 20,905 42,360 64,051 87,498 111,396 135,928 162,300 3,289,763 3,288,907 3,202,068 3,201,339 3,116,625 3,116,329 2,933,524 3,002,565 2,933,269 3,002,217 3,539,997 3,539,544 3,646,103 3,645,730 3,645,737 3,645,730 3,755,737 3,755,102 3,755,274 3,755,102 856 729 296 255 348 453 373 7 635 172 4,173,436 2,861,436 2,320,436 2,731,436 4,530,436 5,351,436 6,511,436 8,188,436 9,340,436 9,340,436 10,603,227 8,388,158 7,433,269 7,681,699 9,984,921 11,228,373 12,586,111 14,356,876 15,643,408 15,741,656 18 Ending Cash Balance 3,103,891 834,715 1,048,210 546,905 223,095 994,286 1,077,036 1,306,504 1,697,931 2,087,082 19 Target Reserves 2,301,328 1,172,347 1,416,822 1,448,352 1,027,953 1,516,226 1,561,713 1,608,564 1,656,821 1,656,821 20 Excess (Shortfall) 802,564 (337,632) (368,612) (901,447) (804,858) (521,939) (484,677) (302,060) 41,110 430,261 21 22 23 Solid Waste Management 24 Ending Cash Balance 1,198,925 984,159 782,564 597,802 472,764 404,203 392,402 422,124 493,274 525,732 25 Target Reserves 289,385 301,241 310,278 319,586 329,174 339,049 349,221 359,697 370,488 370,488 26 Excess (Shortfall) 909,541 682,918 472,286 278,216 143,590 65,154 43,181 62,427 122,786 155,244 ' As the water and sewer systems continue to age, it is critical to assess infrastructure conditions and capital needs. Target reserves are being maintained at a higher level as staff is proposing to hire an outside firm to evaluate the systems and long-term capital needs. Cash projections and target reserves will be evaluated and adjusted to match the evaluation results. Z Ending cash balance includes estimated external funding for projects noted in Appendix E-3. Reimbursement is uncertain at this time. N Q X Page 41 City of Plymouth Water Utility Capital Improvement Program Inflation Rate 3.00% PROJECT DESCRIPTION PROJECT # 2017 2018 2019 2020 2021 Fundinq Provided by Water Fund 2022 2023 2024 2025 2026 Refurbish Zachary water tower WA -12-0001 1,480,937 Replace Boilers and Heat Pump - Zachary WTP WA -16-0002 40,000 Refurbish Central Water Tower WA -19-0001 350,000 350,000 350,000 350,000 350,000 Well RefurbishingZ WA -XX -0001 265,000 270,000 280,000 280,000 300,000 300,000 Future Well RefurbishingZ 300,000 300,000 300,000 300,000 Tandem Axle Truck for Hauling CE -17-200X 60,000 Tandem Axle Truck for Hauling CE -18-200X 61,000 CR 24 - 30th Avenue to CR 101 ST -08-0004 300,000 TH 55 Frontage Road Reconstruction ST -14-0002 150,000 Annual Street Reconstruction 1'2 ST -XX -0001 - 50,000 551,406 858,108 101,064 20,000 Future Street Reconstruction 100,000 100,000 100,000 100,000 Annual Edge Mill & Overlayl' 2 ST -XX -9004 500,000 500,000 500,000 500,000 500,000 Future Edge Mill & Overlay 500,000 500,000 500,000 500,000 Future Project Contingency 400,000 400,000 400,000 400,000 Total Water Fund 665,000 2,511,937 1,681,406 1,988,108 1,251,064 1,170,000 1,650,000 1,300,000 1,300,000 1,300,000 Inflated Total 1,912,802 1,552,268 1,598,836 1,646,801 Note: A 3% inflation factor is included on placeholder projects, based on the American City and County Magazine's published Construction Cost Index 1 history of watermain issues is known in the 2016 and 2021 street reconstruction areas. There is no history of issues in the 2017-2020 areas. 2Project area is adjusted to be within CIP based on bid estimates. i- rD X M '-- I Page 42 PROJECT DESCRIPTION Fundina Provided by Sewer Fund City of Plymouth Sanitary Sewer Utility Capital Improvement Program Inflation Rate 3.00% PROJECT # 2017 2018 2019 2020 2021 2022 2023 2024 2025 Refurbish Sunset Hill Lift Station SS -14-0002 Refurbish Greentree Lift Station SS -15-0001 90,000 600,000 15th Ave/Pineview Ln San. Sewer Replace SS -15-0002 400,000 Abandon Autumn Hills Lift Station SS -16-0001 100,000 500,000 Backup Pumps Larger Lift Stations SS -16-0002 55,000 Connect Bass Lake Lift Station to Fiberoptics 17 -SS -002 115,000 Refurbish Bass Lake Plaza Lift Station SS -18-0001 100,000 700,000 Line Sanitary Sewer Main - annual2 SS -XX -0001 860,000 930,000 1,000,000 1,000,000 1,000,000 1,000,000 Future Sanitary Sewer Linin g2 1,000,000 1,000,000 1,000,000 Trandem Axle Truck for Hauling CE -17-200X 50,000 Trandem Axle Truck for Hauling CE -18-200X 50,000 TH 55 Frontage Road Reconstruction ST -14-0002 110,000 Annual Street Reconstruction 1' 2 ST -XX -0001 10,000 10,000 10,000 10,000 10,000 Future Street Reconstruction 100,000 100,000 100,000 Annual Edge Mill & Overlay 1,2 ST -XX -9004 260,000 260,000 260,000 260,000 260,000 Future Edge Mill & OverlayZ 300,000 300,000 300,000 Future Project Contingency 500,000 500,000 500,000 Total Sewer Fund 1,170,000 2,460,000 2,070,000 1,770,000 1,270,000 1,270,000 1,900,000 1,900,000 1,900,000 Inflated Total 2,202,621 2,268,699 2,336,760 Note: A 3% inflation factor is included on placeholder projects, based on the American City and County Magazine's published Construction Cost Index. 'Project cost is dependent of the size of the project area. `Project area is adjusted to be within CIP based on bid estimates. (D X M Page 43 W City of Plymouth Water Resources Capital Improvement Program Inflation Rate PROJECT DESCRIPTION PROJECT # 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 Funding Provided by Water Resources Fund Kilmer Park Pond and Stream Restoration WR -14-0004 150,000 1,350,000 Chelsea Woods Drainage - Weston Ln to CR 6 WR -15-0004 300,000 Weston Lane Storm Sewer Lift Station Rehab. WR -16-0001 25,000 50,000 475,000 15th Ave/Pineview Ln Storm Sewer Replace WR -16-0003 800,000 Quail Ridge 3rd Addition WR -16-0004 350,000 Wild Wings Western Wetland Improvements WR -17-0001 25,000 100,000 100,000 Harbor Place Erosion Repair WR -17-0003 50,000 200,000 French Ridge Park Drainage Improvement WR -17-0004 25,000 100,000 Greentree Forest Drainage Improvement WR -17-0005 25,000 200,000 St. Mary's Addition Drainage Improvement WR -18-0001 10,000 125,000 Mengelkochs First Addition Drainage Improvement WR -18-0002 10,000 50,000 Plum Tree East Drainage Improvement WR -18-0003 10,000 250,000 Schiebers Addition Erosion Repair WR -18-0004 10,000 150,000 Elm Creek Stream Restoration - HWY 55 to WHS' WR -18-0005 75,000 538,000 6105 Vicksburg Outlet Replacement (cates Lake) WR -18-0006 50,000 Ivanhoe/Pleasant Hills Drainage Improvement WR -18-0007 25,000 100,000 Meadow Wood Drainage Improvement' WR -18-0009 25,000 125,000 4th and Zircon Drainage Improvement WR -18-0010 20,000 110,000 Sunset Trail Drainage Improvement WR -18-0011 170,000 19th Avenue.Dunkirk Lane Pond Improvement' WR -19-0001 25,000 250,000 Parkers Lake Park Drainage Improvement WR -19-0002 Maple Creek Stream Restoration' WR -20-0001 50,000 400,000 Plymouth Marketplace Drainage Improvement WR -20-0002 20,000 80,000 County Road 9/Larch Lane Drainage Improvement WR -20-0005 75,000 100,000 Courts/Fields of Nantarre Drainage Improvement WR -20-0006 10,000 75,000 Palmer Creek Estates Stream Restoration' WR -21-0002 75,000 1 350,000 Ponderosa Woods Stream Restoration' WR -21-0003 75,000 150,000 Maintain Water Quality Ponds2 WR -XX -0001 125,000 125,000 100,000 100,000 100,000 Future Water Quality Pond Maintenance' 1 150,000 150,000 150,000 150,000 Unspecified Drainage Improvements2 08 -WR -003 100,000 100,000 Future Unspecified Drainage ImprovementsZ 250,000 250,000 250,000 250,000 Tandem Axle Truck for Hauling CE -17-200X 60,000 3 Cu. Yd. Mini -Dumper with Cab CE -17-300X 65,000 Tandem Axle Truck for Hauling CE -18-200X 61,000 TH 55 Frontage Road Reconstruction ST -14-0002 30,000 Annual Street Reconstruction ST -XX -0001 10,000 10,000 10,000 10,000 Future Street Reconstruction 20,000 20,000 20,000 20,000 Future Project Contingency 1,000,000 1,000,000 1,000,000 1,000,000 Total Water Resources Fund 525,000 3,416,000 1,113,000 1,565,000 1,590,000 710,000 1,420,000 1,420,000 1,420,000 1,420,000 Inflated Total 1,646,169 1,695,554 1,746,421 1,798,814 Note: A 3% inflation factor is included on placeholder projects, based on the American City and County Magazine's published Construction Cost Index. 'Projects may be funded by an external source, however, reimbursement is uncertain at this time. Cash balances are projected with and without estimated funding in Appendix C-4 2Project area is adjusted to be within CIP based on bid estimates. Page 44 City of Plymouth Adding Quality to Life Utility Trunk Fund Analysis For Year Ending December 31, 2017 Prepared By: Finance Division Page 45 Introduction This analysis was done to update the financial projections for the trunk expansion fund and ensure the following: 1. Rates are sufficient to support the expansion of the water and sewer utilities to undeveloped areas. 2. Revenue sources are restricted to new users going forward. 3. An adequate cash balance is maintained to cover fluctuations in revenue and expenses. Background The Utility Trunk Expansion fund was created to track the cost of adding water and sewer mains to new developments and assist in evaluating whether the incoming revenue from those developments is adequate to cover the related expenses. The utility trunk fund was intended to separate projects related to growth from those related to maintenance and repair of systems used to serve existing residents. Assumptions The following are the significant assumptions made in this analysis: 1) Growth is estimated at 100-250 units per year from 2018-2025. 2) Area charges a) 25% collected in the year charged b) 75% assessed and collected over 5 years 3) Expenses a) Capital — 2018 through 2022 obtained from approved CIP document. b) Capital — 2023 and beyond is based on anticipated expansion of the system due to development growth. c) Capital beyond 2020 and all other expenses projected to increase 3% annually (based on The American City and County Magazine's published Construction Cost Index). 4) Rates — 3% increase Overview and Recommendations The Trunk Expansion fund generates revenue from water and sewer area and connection (REC) charges from new construction. These charges are intended to provide funding for the expansion of utility services to new developments and allocate the cost of the system to those who benefit, instead of existing users. The area charges are based on the land area associated with the development, and are charged out at a per -acre rate. It is normal practice to assess the area charges to the properties and collect the fee over a five year period, with interest. Water connection fees are based on the number of residential equivalency units (REU) assigned to their usage. An REU is defined as the use of 225 gallons per day, the equivalent of a typical single-family dwelling. In order to keep up with the expenses of new development, we recommend annual rate increases of 3% to the Area and REC charges for both water and sewer for a minimum of five years, at which time new development will have leveled off and the financial demands on the Expansion Fund are reduced. Page'46 a 9 e Proposed Increases 3% 3% 3% 3% 3% 2017 2018 2019 2020 2021 2022 Sewer Area $1,204 $1,240 $1,277 $1,316 $1,355 $1,396 Water Area 4,471 4,605 4,743 4,886 5,032 5,183 Sewer REC 507 522 538 554 571 588 Water REC 1,300 1,339 1,379 1,421 1,463 1,507 Note: Area charges are per acre and connection (REC) charges are per REU. Cash Balances The Utility Trunk Expansion fund had a cash balance of $9,914,008 as of 12/31/17. Cash variances are the result of higher than anticipated REC charges and interest. The increase in REC charges was due to the timing of development. The remaining variance is due to the fluctuation of special assessments collected as this fund holds the receivables for street project special assessments. Special assessments are collected over a 5, 10 or 15 year term or up front. For projection purposes, 25% of assessments are estimated to be collected up front and 75% are estimated to be collected over the term. 12 10 8 LA 0 6 4 2 Utility Trunk Expansion Fund Cash Balances 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 Updated Cash Projections January 2018 Original Cash Projections January 2017 Growth expectations were adjusted in this study based on updated data from Community Development and the Draft 2040 Comprehensive Plan. Proposed area and REC charges remain consistent with the previous study. PagW4Y a g e Summary The Council had elected to fund expansion projects from new development (the users that derive the benefit). A 3% annual increase is recommended to ensure funds are available for future capital needs. If growth continues as estimated, there will be very little development beyond 2025. The demand for expansion will dissipate as the City nears complete development, leaving the fund with a sizeable reserve. Upon full development of the city, a new water treatment plant will be evaluated for need. The cost is estimated at approximately $9 million. Staff recommends this cash balance be maintained until there is not a need for expansion projects. At that time, any excess can be transferred to the water and sewer utility funds for support of ongoing operations and maintenance of the system. Appendix A Cash flow Projections Appendix B Capital Expenditure Projections Page�4J a g e D C Q x D City of Plymouth Utility Trunk Expansion Cashflow Actual Projections 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 Revenue Rate Assumption 3.8% 3.8% 3.8% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% Interest Rate 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% 1.25% Beginning Cash 3,023,016 4,028,523 5,938,381 6,646,482 4,485,520 6,827,634 9,914,008 9,363,874 7,923,913 7,788,858 8,106,707 8,388,508 9,113,620 9,086,245 9,039,715 Revenue Area Charges and Assessments 531,687 776,446 808,965 763,300 858,098 733,437 211,543 214,117 216,559 278,578 226,715 208,755 249,443 291,522 306,292 REC Charges 713,527 1,068,471 832,755 1,236,530 805,340 1,408,491 428,000 440,840 363,252 374,150 192,687 198,468 204,422 210,554 - Street Assessments 1,494,699 1,056,176 1,003,998 1,188,959 1,614,516 1,929,496 2,156,033 2,475,130 2,398,400 2,623,182 2,562,934 Interest 68,442 (74,754) 224,807 137,099 347,291 130,198 123,925 117,048 99,049 97,361 101,334 104,856 113,920 113,578 112,996 Transfers Sewer* - 309,576 - - - - - - - - - - - - Improvement Project Construct - - - 747,752 - - - - - - - - - - - Total Revenue 1,313,656 2,079,739 1,866,527 2,884,681 3,505,428 3,328,302 1,767,466 1,960,965 2,293,376 2,679,585 2,676,769 2,987,209 2,966,185 3,238,836 2,982,222 Expense Street Assessments - - - - 1,494,698 1,056,176 1,988,000 3,061,438 2,078,757 2,001,574 2,024,000 1,880,000 2,600,000 2,880,000 880,000 Sewer 13,260 - - 103,000 106,090 109,273 112,551 115,927 119,405 122,987 126,677 130,477 Water - - - 226,600 233,398 240,400 247,612 255,040 262,692 270,572 278,689 287,050 Transfers Water Sewer Construction** 100,502 - 218,401 134,695 - - - - - - - - - Improvement Project Construct - - 1,355,224 - - Other 12,884 26 28 1,751 12,536 1,738 - - - - - - - - - Total Expense 113,386 13,286 1,355,252 1,751 1,725,635 1,192,609 2,317,600 3,400,926 2,428,430 2,361,737 2,394,968 2,262,097 2,993,560 3,285,366 1,297,527 Net Income (Loss) 1,200,270 2,066,453 511,275 2,882,930 1,779,793 2,135,693 (550,134) (1,439,961) (135,054) 317,848 281,801 725,112 (27,375) (46,530) 1,684,695 Ending Cash Balances 4,028,523 5,938,381 6,646,482 4,485,520 6,827,634 9,914,008 9,363,874 7,923,913 7,788,858 8,106,707 8,388,508 9,113,620 9,086,245 9,039,715 10,724,410 Previous Projection 4,028,523 5,938,381 6,646,482 4,485,520 6,827,634 5,700,557 5,964,599 5,312,660 5,818,866 6,480,996 7,018,238 7,111,742 7,831,384 8,500,249 - Variance from Previous Projection - - - - - 4,213,451 3,399,275 2,611,253 1,969,992 1,625,711 1,370,270 2,001,878 1,254,861 539,466 10,724,410 * Transfer due to adjusted project funding. ** Trunk water main/sewer main oversizing. *** Dunkirk Lane Street and Utility Project and Peony Lane Project. Page 49 City of Plymouth Utility Trunk Fund Capital Expenditure Projections Inflation factored in for project costs beyond 2018. Inflation is not a factor in the CIP for routine projects. *The CIP document has $9,000,000 budgeted for a new Water Treatment Plant, however, it is uncertain when this plant will be needed, therefore it has been omitted from this study. Page 5bpendix B Inflation 3.00% % New Inflated % New Dev Development Year 2018 Cost Cost At Const' x Cost Sewer Trunk sewer oversizing 100.00% 2018 100,000 103,000 103,000 Trunk sewer oversizing 100.00% 2019 100,000 106,090 106,090 Trunk sewer oversizing 100.00% 2020 100,000 109,273 109,273 Trunk sewer oversizing 100.00% 2021 100,000 112,551 112,551 Trunk sewer oversizing 100.00% 2022 100,000 115,927 115,927 Trunk sewer oversizing 100.00% 2023 100,000 119,405 119,405 Trunk sewer oversizing 100.00% 2024 100,000 122,987 122,987 Trunk sewer oversizing 100.00% 2025 100,000 126,677 126,677 Trunk sewer oversizing 100.00% 2026 100,000 130,477 130,477 Total 900,000 1,046,388 1,046,388 Water Trunk water main oversizing 100.00% 2018 220,000 226,600 226,600 Trunk water main oversizing 100.00% 2019 220,000 233,398 233,398 Trunk water main oversizing 100.00% 2020 220,000 240,400 240,400 Trunk water main oversizing 100.00% 2021 220,000 247,612 247,612 Trunk water main oversizing 100.00% 2022 220,000 255,040 255,040 Trunk water main oversizing 100.00% 2023 220,000 262,692 262,692 Trunk water main oversizing 100.00% 2024 220,000 270,572 270,572 Trunk water main oversizing 100.00% 2025 220,000 278,689 278,689 Trunk water main oversizing 100.00% 2026 220,000 287,050 287,050 Total 1,980,000 2,302,053 2,302,053 Inflation factored in for project costs beyond 2018. Inflation is not a factor in the CIP for routine projects. *The CIP document has $9,000,000 budgeted for a new Water Treatment Plant, however, it is uncertain when this plant will be needed, therefore it has been omitted from this study. Page 5bpendix B STREET RECONSTRUCTION 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Revenues' 4,582,577 5,011,722 4,001,527 3,098,363 6,674,974 5,367,965 2,835,182 5,015,757 5,990,944 5,499,511 5,597,495 5,626,080 5,760,240 5,904,664 6,045,577 6,225,059 6,411,846 6,606,033 6,832,849 7,049,096 7,230,145 Expenditures 5,887,203 2,920,016 1,435,811 4,502,209 1,875,187 2,933,510 3,378,775 2,199,051 7,515,574 12,664,350 3,568,365 6,197,000 5,742,156 6,388,135 3,862,362 3,816,000 3,778,018 2,072,939 2,870,680 5,700,075 6,239,244 Cash Flow 4,187,226 6,342,178 8,843,799 7,455,012 12,189,205 14,623,767 14,083,679 16,911,552 14,863,262 7,731,604 9,760,734 9,189,815 9,207,899 8,724,428 10,907,643 13,316,702 15,950,530 20,483,623 24,445,792 25,794,813 26,785,714 Street Reconstruction 2007 - 2027 $2s $26 $24 $22 — $20 $18 p $16 $14 $12 $10 $8 $6 $4 $2 $0 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Revenues —Expenditures —Cash Flow 'Franchise fees expected to increase 3% each year beginning in 2017. City of Plymouth Street Reconstruction Fund Capital Expenditure Projections 'Inflation factored in for project costs beyond the 2018-2022 CIP document. Construction inflation is factored at 3%. Inflation already a consideration when preparing the Capital Improvement Program. Page 51 % New Inflated % New Inflated Development Year 2018 Cost Cost At Const' Development Year 2018 Cost Cost At Const' Replace Retaining Wall 100.00% 2018 140,000 140,000 Replace Retaining Wall 100.00% 2023 100,000 103,000 Edge Mill & Overlay 100.00% 2018 1,969,000 1,969,000 Edge Mill & Overlay 100.00% 2023 920,000 947,600 Rail Crossing Safety Improvements 100.00% 2018 50,000 50,000 Concrete Sidewalk Replacement 100.00% 2023 50,000 51,500 Concrete Sidewalk Replacement 100.00% 2018 50,000 50,000 2023 Street Reconstruction 100.00% 2023 2,593,124 2,670,918 2018 Street Reconstruction 100.00% 2018 1,548,000 1,548,000 3,663,124 3,773,018 Troy Lane from 54th Ave to CR47 100.00% 2018 1,450,000 1,450,000 TH 55 Frontage Road Reconstruction 100.00% 2018 510,000 510,000 Replace Retaining Wall 100.00% 2024 100,000 106,090 54th Ave from Peony Lane to CSAH 101 100.00% 2018 275,000 275,000 Edge Mill & Overlay 100.00% 2024 920,000 976,028 Rockford Rd at 1-494 Bridge Replacement 100.00% 2018 200,000 200,000 Concrete Sidewalk Replacement 100.00% 2024 50,000 53,045 6,192,000 6,192,000 2024 Street Reconstruction 100.00% 2024 879,231 932,776 1,949,231 2,067,939 Replace Retaining Wall 100.00% 2019 160,000 160,000 Edge Mill & Overlay 100.00% 2019 1,920,000 1,920,000 Replace Retaining Wall 100.00% 2025 100,000 109,273 Rail Crossing Safety Improvements 100.00% 2019 250,000 250,000 Edge Mill & Overlay 100.00% 2025 920,000 1,005,309 Concrete Sidewalk Replacement 100.00% 2019 50,000 50,000 Concrete Sidewalk Replacement 100.00% 2025 50,000 54,636 Troy Lane from 54th Ave to CR47 100.00% 2019 2,200,000 2,200,000 2025 Street Reconstruction 100.00% 2025 1,552,503 1,696,462 2019 Street Reconstruction 100.00% 2019 1,157,156 1,157,156 2,622,503 2,865,680 5,737,156 5,737,156 Replace Retaining Wall 100.00% 2026 100,000 112,551 Replace Retaining Wall 100.00% 2020 100,000 100,000 Edge Mill & Overlay 100.00% 2026 920,000 1,035,468 Edge Mill & Overlay 100.00% 2020 1,920,000 1,920,000 Concrete Sidewalk Replacement 100.00% 2026 50,000 56,275 Concrete Sidewalk Replacement 100.00% 2020 50,000 50,000 2026 Street Reconstruction 100.00% 2026 3,990,000 4,490,780 Juneau Lane from Hampton Hills to 59th Ave 100.00% 2020 2,500,000 2,500,000 5,060,000 5,695,075 2020Street Reconstruction 100.00% 2020 1,813,135 1,813,135 6,383,135 6,383,135 Replace Retaining Wall 100.00% 2027 100,000 115,927 Edge Mill & Overlay 100.00% 2027 920,000 1,066,532 Replace Retaining Wall 100.00% 2021 100,000 100,000 Concrete Sidewalk Replacement 100.00% 2027 50,000 57,964 Edge Mill & Overlay 100.00% 2021 1,920,000 1,920,000 2027 Street Reconstruction 100.00% 2027 4,307,714 4,993,821 Concrete Sidewalk Replacement 100.00% 2021 50,000 50,000 5,377,714 6,234,244 2021 Street Reconstruction 100.00% 2021 1,787,362 1,787,362 3,857,362 3,857,362 Total 44,653,225 46,616,609 Replace Retaining Wall 100.00% 2022 100,000 100,000 Edge Mill & Overlay 100.00% 2022 1,920,000 1,920,000 Concrete Sidewalk Replacement 100.00% 2022 75,000 75,000 2022 Street Reconstruction 100.00% 2022 1,716,000 1,716,000 3,811,000 3,811,000 'Inflation factored in for project costs beyond the 2018-2022 CIP document. Construction inflation is factored at 3%. Inflation already a consideration when preparing the Capital Improvement Program. Page 51 STAFF 2018 - 2020 RECOMMENDATION PER 1,000 GALLONS 2017 2018 2019 2020 $2.18 $2.26 $2.34 $2.42 WILLIS RECOMMENDATION PER 1,000 $2.15 $2.55 $3.00 $3.51 PROPOSED TIER 3 RESIDENTIAL PER 11000 $3.17 $3.28 $3.39 $3.51 ($0.99) ($0.70) ($0.39) $0.00 2018 IRRIGATION RATES PER 1,000 GALLONS PLYMOUTH BLOOMINGTON BROOKLYN PARK $2.26 $5.99 $3.25 EDEN PRAIRIE TIER 1 $2.95 TIER 2 $4.05 TIER 3 $5.40 MAPLE GROVE $1.95 TIER 1 0 -13,000 TIER 2 13,001- 20,000 TIER 3 20,041 > MINNETONKA TIER 1 $3.37 TIER 2 $4.22 TIER 3 $5.86 f 03 ST. LOUIS PARK $3.51 TIER 1 0 - 75,000 TIER 2 75,001-175,000 TIER 3 175,001 > CITY OF PLYMOUTH HENNEPIN COUNTY, MINNESOTA ORDINANCE N0. 2018 - ORDINANCE AMENDING CHAPTER 10 OF THE PLYMOUTH CITY CODE CONCERNING UTILITY FEES THE CITY OF PLYMOUTH, MINNESOTA ORDAINS: Section 1015.33 of the Plymouth City Code is hereby amended as follows: 1015.33. Utility Fees. Sanitary Sewer, water, storm water utility fees are as follows: (a) Sanitary Sewer Utility fees: (1) Base Fee. A charge of $6-.0-7 6.43 per month shall be made to every sanitary sewer account to defray administrative costs, billing costs, and other fixed costs of the City. (Ord. 2002-31, 11-26-2002; Ord. 2004-27, 11/09/2004; Ord. 2005-32, 11/29/2005; Ord. 2007-06, 2/13/2007; Ord. 2007-31, 12/11/2007; Ord. 2008-29,1210912008; Ord. 2009-20,1210812009; Ord. 2012-02, 1/24/2012; Ord. 2013-04,11812013; Ord. 2014-07,112812014; Ord. 2015-05,1127115; Ord. 2016-10, 3/8/16; Ord. 2017-06, 2/28/17) (2) Volume Charge. A charge of $3-.5-7-3.78 per one thousand gallons of sewage discharged into the City's sanitary sewer system shall be made to each sanitary sewer account except for qualified senior citizens for whom a charge of $3-04 3.21 per one thousand gallons will apply. For purposes of this section, an individual must meet the following criteria for the qualified senior citizen discount to apply: (1) the individual must be 62 years of age or older; (2) the property must be homesteaded; and (3) the individual's name must appear on the bill. Seniors in a multi -unit building will also be eligible for a senior discount if the bylaws, or other governing documents for the building, require that at least one tenant/owner in each unit be at least 62 years of age. No new enrollment will be accepted into this program beginning 2015. For residential customers, the volume of such sewage discharge shall be based upon the actual amount of water consumed during the appropriate two month billing, in the period of December through February. For non-residential customers, the volume of such sewer discharge shall be based upon the actual water consumed by the account each month. Alternatively, non-residential customers may have their volumes of sewer discharge based on actual sewage flows or calculated sewage flows if sewer usage or sewer deduct meters are installed. In instances where there is no metered water service to an account or the account history is inadequate, the Page 52 volume of sewer usage shall be that used for similar classes of property similarly situated. Alternatively, residential customers who desire to have the volume of sewer discharge based on average winter water usage may install a water meter to meter their well water usage. (Ord. 96-27, 11/20/96; Ord. 97-6, 4/16/97; Ord. 98-15, 5/06/98; Ord. 2002-31, 11/26/2002; Ord. 2003-08, 3/25/2003; Ord. 2004- 27, 11/09/2004; Ord. 2005-32, 11/29/2005; Ord. 2007-06, 2/13/2007; Ord. 2007-07, 3/27/2007; Ord. 2007-31, 12/11/2007; Ord. 2008-29, 12/09/2008; Ord. 2009-20, 12/08/2009; Ord. 2012-02, 1/24/2012; Ord. 2013-04, 1/8/2013; Ord. 2014-07, 1/28/2014; Ord 2015-05, 1/27/15; Ord. 2016-10, 3/8/16; Ord. 2017- 06, 2/28/17) (3) Amount Due After Due Date. An amount equal to 10% of the unpaid current month service charges and an amount equal to 10% of the unpaid current bi-monthly service charges shall be added to each account which is not paid by the due date as specified by the Finance Division. (Ord. 94-25, 12/19/94) (b) Water Rates: The rate due and payable to the City by each water user within the City for water taken from the water supply system shall be as follows: (1) Base Fee. A charge of $4-.06 4.20 per month shall be made to every water account. This charge defrays administrative and billing costs of the City as well as the State water connection surcharge. (Ord. 2004-26, 11/09/2004; Ord. 2005-34, 11/29/2005; Ord. 2007-06, 2/13/2007; Ord. 2007-31, 12/11/2007; Ord. 2008-29,1210912008; Ord. 2009-20,1210812009; Ord. 2012-02,112412012; Ord. 2013-04,11812013; Ord. 2014-07,112812014; Ord. 2015-05,1127115; Ord. 2016-10, 3/8/16; Ord. 2017-06, 2/28/17) (2) Volume Charge -Commercial, Industrial, Public and Institutional. A charge of $1-.7-5-1.81 per one thousand gallons of water used shall be made to each water account. In those instances where there is no adequate water meter history, the measure of usage shall be that used for similar classes of property similarly situated. (Ord. 96-27, 11/20/96; Ord. 99-28, 11/02/99; Ord. 2004-26, 11/09/2004; Ord. 2005-34,1112912005; Ord. 2007-06, 2/13/2007; Ord. 2007-31, 12/11/2007; Ord. 2008-29,1210912008; Ord. 2012-02,112412012; Ord. 2013-04, 1/8/2013; Ord. 2014-07,112812014; Ord. 2015-05,1127115; Ord 2016-10, 3/8/16; Ord. 2017-06, 2/28/17) Volume Charge -Residential. A charge of $4-.4-7 1.52 per one thousand gallons of water for the first 12,500 gallons used, $4-.84 1.90 per one thousand gallons of water for 12,501 to 35,000 gallons used, and $34-7 3.28 per one thousand gallons of water for over 35,000 gallons used for a two month billing period, shall be made to each residential water account. In those instances where there is no adequate water meter history, the measure of usage shall be that used for similar classes of property similarly situated. (Ord. 99-28, 11/02/99; Ord. 2004- 26, 11/09/2004; Ord. 2005-34, 11/29/2005; Ord. 2007-06, 2/13/2007; Ord. 2007-31, 12/11/2007; Ord. 2008-29, 12/09/2008; Ord. 2009-20, 12/08/2009; Page 53 Ord. 2012-02,112412012; Ord. 2013-04,11812013; Ord. 2014-07,112812014; Ord. 2015-05,1127115; Ord 2016-10,318116; Ord. 2017-06, 2/28/17) Volume Charge -Separately Metered Commercial, Industrial, Public and Institutional Irrigation. A charge of $249 2.26 per one thousand gallons of waters shall be made to each separately metered commercial, industrial, public and institutional irrigation account. In those instances where there is no adequate water meter history, the measure of usage shall be that used for similar classes of property similarly situated. (Ord. 2009-20, 12/08/2009; Ord. 2012- 02,112412012; Ord. 2013-04,11812013; Ord. 2014-07,112812014; Ord. 2015-05, 1/27/15; Ord 2016-10, 3/8/16; Ord. 2017-06, 2/28/17) Volume Charge -Separately Metered Residential Irrigation. A charge of $444 1.90 per one thousand gallons of water for the first 35,000 gallons used per housing unit served, and $34-7-3.28 per one thousand gallons of water for over 35,000 gallons per housing unit served for a two month billing period, shall be made to each separately metered residential irrigation account. In those instances where there is no adequate water meter history, the measure of usage shall be that used for similar classes of property similarly situated. (Ord. 2000- 02, 2/01/2000; Ord. 2004-26, 11/09/2004; Ord. 2005-34, 11/29/2005; Ord. 2007-06, 2/13/2007; Ord. 2007-31, 12/11/2007; Ord. 2008-29,1210912008; Ord. 2009-20, 12/08/2009; Ord. 2012-02, 1/24/2012; Ord. 2013-04, 1/8/2013; Ord. 2014-07, 1/28/2014; Ord. 2015-05, 1/27/15; Ord. 2016-10, 3/8/16; Ord. 2017- 06, 2/28/17) (3) Demand Charge. The following monthly charge shall be made to every Commercial, Industrial, Public and Institutional water account to reflect the water demand the establishment can place upon the system. Meter Size Charge 1-1/2" $50.53 52.30 2" $75.90 78.45 3" $157.9-1- 163.44 4" $252.68-261,52 6" and over $cn� 523.05 (Ord. 99-28, 11/02/99; Ord. 2004-26, 11/09/2004; Ord. 2005-34, 11/29/2005; Ord. 2007-06, 2/13/2007; Ord. 2007-31, 12/11/2007; Ord. 2008-29,1210912008; Ord. 2009-20,1210812009; Ord. 2012-02,112412012; Ord. 2013-04,11812013; Ord. 2014-07,112812014; Ord. 2015-05, 1/27/15; Ord. 2016-10,318116; Ord. 2017-06, 2/28/17) (4) Stopped or Faulty Meter. In case the meter is found to have stopped or to be operating in a faulty manner, the amount of water used will be estimated in accordance with the amount used previously. Page 54 (5) Amount Due After Due Date. An amount equal to 10% of the unpaid current month service charges and an amount equal to 10% of the unpaid current bi-monthly service charges shall be added to each account which is not paid by the due date as specified by the Finance Division. (Ord. 94-25, 12/19/94) (6) Water Availability Charge. A water availability charge at the rate of $12.27 per month is due and payable by the owner of each lot or parcel of land which has municipal water service available if such lot or parcel is not connected to the municipal water system; provided, this charge is not due if there is no building or other structure on such lot or parcel. (Ord. 2004-26, 1110912004; Ord. 2005-34, 1112912005; Ord. 2007-06, 2/13/2007; Ord. 2008- 29, 1210912008; Ord. 2009-20, 1210812009; Ord. 2012-02, 112412012; Ord. 2013-04, 11812013; Ord. 2014-07, 112812014; Ord. 2015-05, 1127115; Ord. 2016-10, 3/8/16; Ord. 2017-06, 2128117) (c) Storm Water Utility Rate: The storm water utility rate is $3,46 6.38 per month and shall be charged to all single-family residential parcels not listed as exempt in Section 725.08; $19.78 21.16 per acre per month for multi -family residential, and $445.74 per acre per month for commercial (Ord. 2004-22, 912812004; Ord. 2005-33, 1112912005; Ord. 2007-06, 2/13/2007; Ord. 2007-31, 12/11/2007; Ord. 2008-29, 1210912008; Ord. 2009-20, 1210812009; Ord. 2012-02, 112412012; Ord. 2013-04, 11812013; Ord. 2014-07, 112812014; Ord. 2015-05, 1127115; Ord. 2016-10, 3/8/16; Ord. 2017-06, 2128117) (d) Solid Waste Recycling Rate: The Solid Waste Recycling rate is $2725 2.50 per month and shall be charged to all single family residential parcels and any multi -family dwellings under 16 units. (Ord. 2015-05, 1127115; Ord. 2016-10, 3/8/16; Ord. 2017-06, 2128117) Effective Date. This ordinance shall be effective immediately upon its passage and with services incurred effective January 1, 2018. ADOPTED by the City Council this 10th day of April, 2018. Kelli Slavik, Mayor ATTEST: Sandra R. Engdahl, City Clerk Page 55 STAFF 2018 - 2020 RECOMMENDATION PER 1,000 GALLONS 2017 2018 2019 2020 $2.18 $2.26 $2.34 $2.42 WILLIS RECOMMENDATION PER 1,000 $2.15 $2.55 $3.00 $3.51 PROPOSED TIER 3 RESIDENTIAL PER 11000 $3.17 $3.28 $3.39 $3.51 ($0.99) ($0.70) ($0.39) $0.00 2018 IRRIGATION RATES PER 1,000 GALLONS PLYMOUTH BLOOMINGTON BROOKLYN PARK $2.26 $5.99 $3.25 EDEN PRAIRIE TIER 1 $2.95 TIER 2 $4.05 TIER 3 $5.40 MAPLE GROVE $1.95 TIER 1 0 -13,000 TIER 2 13,001- 20,000 TIER 3 20,041 > MINNETONKA TIER 1 $3.37 TIER 2 $4.22 TIER 3 $5.86 f 03 ST. LOUIS PARK $3.51 TIER 1 0 - 75,000 TIER 2 75,001-175,000 TIER 3 175,001 > CITY OF PLYMOUTH HENNEPIN COUNTY, MINNESOTA ORDINANCE N0. 2018 - ORDINANCE AMENDING CHAPTER 10 OF THE PLYMOUTH CITY CODE CONCERNING WATER AND SANITARY SEWER PERMITS AND UTILITY FEES THE CITY OF PLYMOUTH ORDAINS: Section 1015 of the City Code is amended to read as follows: 1015.19. Water and Sanitary Sewer Permit Fees. Water and sanitary sewer permit fees are as follows: (a) Residential Water Connection or Disconnection (b) Commercial Water Connection or Disconnection (c) Residential Sewer Connection or Disconnection (d) Commercial/Industrial Sewer Connection or Disconnection (e) Alteration or Repair of any Private Underground Sewer or Water System (f) Commercial/Industrial Plan Review Fee for Inspection of Private Underground Utility Installation (when submittal documents are required) (g) Water Turn -Off -/Turn -On Charge (1) Scheduled during regular business hours (2) Unscheduled during regular business hours (3) Outside regular business hours (h) Curb box adjustment: Residential Commercial (i) Industrial, Commercial, Public and Institutional Property Private Fire Hydrant Inspection Fee (j) Reinspection Fee (k) Violation of Water Sprinkling Ban $40 plus cost of meter 1% of Job Cost, $40 minimum plus cost of meter $40 1% of Job Cost, $40 minimum I% of Job Cost, $40 minimum $100 $40 $80 $160 $35 $70 $35 per year each $15 $100 for each day of violation Page 56 (Ord. 94-20, 11/07/94; Ord. 96-32, 12/18/96; Ord. 98-7, 3/18/98; Ord. 99-27, 11/02/99; Ord. 2005-35, 11/29/2005; Ord. 2007-27, 11/13/2007; Ord. 2009-01, 12/13/2009; Ord. 2011-02, 1/25/2011; Ord. 2012-03, 1/24/2012; Ord. 2013-03, 1/8/2013; Ord. 2014-08, 1/28/2014;Ord. 2015-06,1127115; Ord. 2016-05,2/23/16) Effective Date. This amendment shall take effect immediately upon its passage. ADOPTED by the City Council this 10th day of April, 2018. Kelli Slavik, Mayor ATTEST: Sandra R. Engdahl, City Clerk Page 57 of Section 720.37 (1) City Sewer Connection Charge (REC) $587 522 per unit (m) City Water Connection Charge (REC) $4-3-00 1,339 per unit (n) City Water Area Charge $4,474 4,605 per acre (o) City Sewer Area Charge $4,204 1,240 per acre (Ord. 94-20, 11/07/94; Ord. 96-32, 12/18/96; Ord. 98-7, 3/18/98; Ord. 99-27, 11/02/99; Ord. 2005-35, 11/29/2005; Ord. 2007-27, 11/13/2007; Ord. 2009-01, 12/13/2009; Ord. 2011-02, 1/25/2011; Ord. 2012-03, 1/24/2012; Ord. 2013-03, 1/8/2013; Ord. 2014-08, 1/28/2014;Ord. 2015-06,1127115; Ord. 2016-05,2/23/16) Effective Date. This amendment shall take effect immediately upon its passage. ADOPTED by the City Council this 10th day of April, 2018. Kelli Slavik, Mayor ATTEST: Sandra R. Engdahl, City Clerk Page 57 CITY OF PLYMOUTH ORDINANCE N0. 2018 - ORDINANCE AMENDING A GAS ENERGY FRANCHISE FEE ON CENTERPOINT ENERGY MINNESOTA GAS ("CENTERPOINT ENERGY") FOR PROVIDING GAS ENERGY SERVICE WITHIN THE CITY OF PLYMOUTH, MINNESOTA THE CITY OF PLYMOUTH ORDAINS: On January 14, 2014, the City Council adopted Ordinance No. 2014-02 implementing a gas energy franchise fee on Centerpoint Energy Minnesota Gas ("Centerpoint Energy") for providing gas energy service within the City of Plymouth, Minnesota. The last rate adjustment occurred on February 28, 2017. Schedule A of the franchise ordinance is hereby amended to reflect a 3% adjustment as follows: Customer Classification Residential Firm A Firm B Firm C Small Volume, Dual Fuel A Small Volume, Dual Fuel B Large Volume Dual Fuel Amount per Account per Month ($) $2-.W$2.12 $3-43 $3.18 Q'�$10.61 Q ^x$42.44 Q ^x$42.44 Q ^x$42.44 Q ^x$42.44 Effective Date. The effective date of this ordinance shall be after its publication and ninety (90) days after its passage and publication and sending of written notice enclosing a copy of this adopted Ordinance to Centerpoint Energy by certified mail. ADOPTED by the City Council on this 10th day of April, 2018. Kelli Slavik, Mayor ATTEST: Sandra R. Engdahl, City Clerk Page 58 CITY OF PLYMOUTH ORDINANCE N0. 2018 - ORDINANCE AMENDING FRANCHISE FEE FOR NORTHERN STATES POWER COMPANY, A MINNESOTA CORPORATION, D/B/A XCEL ENERGY, ITS SUCCESSORS AND ASSIGNS, FOR PROVIDING ELECTRIC SERVICE WITHIN THE CITY OF PLYMOUTH, MINNESOTA THE CITY OF PLYMOUTH ORDAINS: On January 14, 2014, the City Council adopted Ordinance No. 2014-01 implementing franchise fee for Northern States Power Company, a Minnesota Corporation, D/B/A Xcel Energy, its successors and assigns, for providing electric service within the City of Plymouth, Minnesota. The last rate adjustment occurred on February 28, 2017. Schedule A of the franchise ordinance is hereby amended to reflect a 3% adjustment as follows: Schedule A of that Ordinance is hereby amended as follows: Class Amount per month Residential 2.12 Small C&I — Non -Demand X09$3.18 Small C&I — Demand X0$10.61 Large C&I $44-.N$42.44 Effective Date. The effective date of this ordinance shall be after its publication and ninety (90) days after the sending of written notice enclosing a copy of this adopted Ordinance to Xcel Energy by certified mail. ADOPTED by the City Council on this 10th day of April, 2018. Kelli Slavik, Mayor ATTEST: Sandra R. Engdahl, City Clerk Page 59 CITY OF PLYMOUTH ORDINANCE N0. 2018 - ORDINANCE AMENDING FRANCHISE FEE FOR WRIGHT-HENNEPIN COOPERATIVE ELECTRIC ASSOCIATION, ITS SUCCESSORS AND ASSIGNS, FOR PROVIDING ELECTRIC SERVICE WITHIN THE CITY OF PLYMOUTH, MINNESOTA THE CITY OF PLYMOUTH ORDAINS: On January 14, 2014, the City Council adopted Ordinance No. 2014-03 implementing franchise fee for Wright -Hennepin Cooperative Electric Association, its successors and assigns, for providing electric service within the City of Plymouth, Minnesota. The last rate adjustment occurred on February 28, 2017. Schedule A of the franchise ordinance is hereby amended to reflect a 3% adjustment as follows: Class Amount per month Residential x$2.12 Small C&I — Non -Demand X09 $3.18 Small C&I — Demand 0-$10.61 Large C&I Q^� $42.44 Effective Date. The effective date of this ordinance shall be after its publication and ninety (90) days after the sending of written notice enclosing a copy of this adopted Ordinance to Wright -Hennepin by certified mail. ADOPTED by the City Council on this 10th day of April, 2018. Kelli Slavik, Mayor ATTEST: Sandra R. Engdahl, City Clerk Page 60 CITY OF PLYMOUTH RESOLUTION N0. 2018 - RESOLUTION APPROVING SUMMARY PUBLICATION OF ORDINANCE NO'S. 2018 - ORDINANCES AMENDING FRANCHISE FEES WITH WRIGHT-HENNEPIN COOPERATIVE ELECTRIC ASSOCIATION, XCEL ENERGY, AND CENTERPOINT ENERGY AND ORDINANCE AMENDING 10.15 REGARDING UTILITY FEES Ordinance No's. 2018- amend franchise fees with Wright -Hennepin Cooperative Electric Association, Xcel Energy, and Centerpoint Energy and ordinance amending 10.15 regarding utility fees. A printed copies of both ordinances are available for inspection at the City Clerk's Office during regular office hours. APPROVED for summary publication by the City Council this 10th day of April, 2018. Page 61