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HomeMy Public PortalAbout07.15.2020 Park Commission Meeting Packet Posted 7/10/2020 Page 1 of 1 AGENDA MEDINA PARK COMMISSION WEDNESDAY, JULY 15, 2020 7:00 P.M. Meeting to be held telephonically pursuant Minn. Stat. Sec. 13D.021 1) Call to Order 2) Additions to Agenda 3) Approval of the Minutes from:  June 17, 2020 Regular Meeting 4) Public Comments (on items not on the agenda) 5) City Council Update 6) US Home Corp. (Lennar) – Meadow View Townhomes – N of Hwy 55 – S of Meander Rd., W of CR116 – Preliminary Plat – Park and Trail Review 7) Hunter Lions Park Concept Plans 8) Lakeshore Park Concept Plans 9) Diamond Lake Regional Trail 10) 2021-2025 Capital Improvement Plan 11) Staff Report a) 2020 Park Commission Goals b) General Items 12) Adjourn Telephonic Meeting Call-in Instructions Dial 1-612-517-3122 Enter Conference ID: 363 976 810# Medina Park Commission Meeting Minutes - DRAFT June 17, 2020 Page 1 of 2 The Park Commission of Medina, Minnesota met in regular session on June 17, 2020 at 7:00 p.m., which was held telephonically pursuant Minn. Stat. Sec. 13D.021. Park Commission Chair Ann Thies presided. 1) Call to Order Commissioners Present: Ann Thies, Mary Morrison, Steve Lee, John Jacob, Troy Hutchinson, Terry Sharp (left at 8:23 p.m.) Commissioners Absent: Angela Bernhardt Also Present: Public Works Director Steve Scherer, Assistant City Administrator Jodi Gallup, City Council Member John Anderson 2) Additions to the Agenda: None. 3) Approval of the Minutes from: May 20, 2020 Meeting A motion was made by Jacob and seconded by Morrison to approve the minutes from May 20, 2020 as presented. A roll call vote was taken: Park Commissioner Ann Thies - aye Park Commissioner Terry Sharp - aye Park Commissioner Mary Morrison - aye Park Commissioner Steve Lee - aye Park Commissioner John Jacob – aye Park Commission Troy Hutchinson – aye Motion passed unanimously. 4) Public Comments (on items not on the agenda): None. 5) City Council Update City Council Member Anderson provided an update on recent City Council actions. 6) 2021-2025 Capital Improvement Plan The Park Commission began reviewing the city’s Capital Improvement Plan (CIP) to plan for future capital park and trail projects over the next five years. The Park Commissioners reviewed the updated Park & Trail Asset Inventory to determine what assets needed to be budgeted for replacement. The following changes were incorporated into the 2021-2025 Capital Improvement Plan: • Hamel Legion Park – budget $50,000 from Municipal Park Fund in 2023 Medina Park Commission Meeting Minutes - DRAFT June 17, 2020 Page 2 of 2 • Hunter Lions Park – budget $300,000 in 2021 and $200,000 in 2022 from Municipal Park Fund • Walnut Park – delete “basketball hoop striping” • Medina Morningside Park – delete “replace baseball backstop” • Hackamore Trail – increase budget line items in 2021 and 2023 to actual engineer estimates • Park Land by Medina Golf & CC/Trail Corridor – delete $500,000 from 2022 and add $250,000 in 2025 from Park Dedication Fund A motion was made by Lee and seconded by Jacob to recommend changes to the 2021- 2025 Capital Improvement Plan. A roll call vote was taken: Park Commissioner Ann Thies - aye Park Commissioner Terry Sharp - aye Park Commissioner Mary Morrison - aye Park Commissioner Steve Lee - aye Park Commissioner John Jacob – aye Park Commission Troy Hutchinson – aye Motion passed unanimously. 7) Staff Report • 2020 Park Commission Goals – Park Commissioners reviewed the 2020 goals. Thies reminded Park Commissioners to meet with their subcommittees. Gallup stated that she would reach out to our playground company to see if they can put together options for Lakeshore Park. • General Items – Lee asked how the City of Medina deals with Emerald Ash Borer in our parks? Scherer explained that the City has a separate tree fund to deal with replacing trees. 8) Adjourn A motion was made by Lee, seconded by Morrison, to adjourn the meeting. A roll call vote was taken: Park Commissioner Ann Thies - aye Park Commissioner Mary Morrison - aye Park Commissioner Steve Lee - aye Park Commissioner John Jacob – aye Park Commission Troy Hutchinson – aye Motion passed unanimously. The meeting was adjourned at 9:01 p.m. Minutes prepared by Jodi Gallup LENNAR.COM LENNAR®The Madison Colonial Patriot Collection 952-373-0485 16305 36th Ave. N. Suite 600, Plymouth, MN 55446 Elevations of a home may vary and we reserve the right to substitute and /or modify design and materials, in our sole opinion and without notice. Please see your New Home Consultant and home purchase agreement for actual features designated as an Everything’s Included feature, additional information, disclosures, and disclaimers relating to your home and its features. Plans are artist’s renderings and may contain options which are not standard on all models. Lennar reserves the right to make changes to plans and elevations without prior notice. Stated dimensions and square footage are approximate and should not be used as representation of the home’s precise or actual size. Any statement, verbal or written, regarding “under air” or “finished area” or any other description or modifier of the square footage size of any home is a shorthand description of the manner in which the square footage was estimated and should not be construed to indicate certainty. Garage sizes may vary from home to home and may not accommodate all vehicles. Visit Lennar.com or see a Lennar New Home Consultant for further details and important legal disclaimers. This is not an offer in states where prior registration is required. Void where prohibited by law. †Source - BATC, 2017 Top 25 Builders List. Copyright © 2019 Lennar Corporation. All rights reserved. Lennar, the Lennar logo, Everything’s Included and the Everything’s Included logo are U.S. registered service marks or service marks of Lennar Corporation and/or its subsidiaries. U.S.Home Corporation d/b/a Lennar – Lennar Sales Corp. Seller’s broker. U.S. Home Corporation, BC001413 Construction License. CalAtlantic Group, Inc. Seller’s broker. CalAtlantic Group, Inc. BC736565, BC700385 Construction Licenses. (10067) 02/07/19 PATIO 2 CAR GARAGE GREAT ROOM DINING ROOM KITCHEN FOYER PORCH 18' x 20' 13' x 14'8' x 15' 9' x 14' UPPA N T R Y DW OPT FIR E P L A C E RE F . PWDR CO A T S BEDROOM 2 LOFT BEDROOM 3 LA U N D R Y / ME C H 12' x 12' 12' x 14' W.I.C. W.I.C. 13' x 11' 13' x 12' BATH OPT.W OPT.D WH RETURN FURN LIN E N DN OWNER'S SUITE OWNER'S BATH Main Level Upper Level 1,804 sq. ft. • 2 Stories • 3 Bedrooms • 3 Bathrooms • 2 Car Garage LENNAR.COM LENNAR®The Madison Colonial Patriot Collection 952-373-0485 C D 2 Stories | 3 Bedrooms | 3 Bathrooms | 2 Car Garage 1,804 sq. ft. LENNAR.COM LENNAR®The Jefferson Colonial Patriot Collection 952-373-0485 16305 36th Ave. N. Suite 600, Plymouth, MN 55446 Elevations of a home may vary and we reserve the right to substitute and /or modify design and materials, in our sole opinion and without notice. Please see your New Home Consultant and home purchase agreement for actual features designated as an Everything’s Included feature, additional information, disclosures, and disclaimers relating to your home and its features. Plans are artist’s renderings and may contain options which are not standard on all models. Lennar reserves the right to make changes to plans and elevations without prior notice. Stated dimensions and square footage are approximate and should not be used as representation of the home’s precise or actual size. Any statement, verbal or written, regarding “under air” or “finished area” or any other description or modifier of the square footage size of any home is a shorthand description of the manner in which the square footage was estimated and should not be construed to indicate certainty. Garage sizes may vary from home to home and may not accommodate all vehicles. Visit Lennar.com or see a Lennar New Home Consultant for further details and important legal disclaimers. This is not an offer in states where prior registration is required. Void where prohibited by law. †Source - BATC, 2017 Top 25 Builders List. Copyright © 2019 Lennar Corporation. All rights reserved. Lennar, the Lennar logo, Everything’s Included and the Everything’s Included logo are U.S. registered service marks or service marks of Lennar Corporation and/or its subsidiaries. U.S.Home Corporation d/b/a Lennar – Lennar Sales Corp. Seller’s broker. U.S. Home Corporation, BC001413 Construction License. CalAtlantic Group, Inc. Seller’s broker. CalAtlantic Group, Inc. BC736565, BC700385 Construction Licenses. (10150) 03/29/19  Main Level Upper Level 1,906 Sq. Ft. • 2 Stories • 3 Bedrooms • 3 Bathrooms • 2 Car Garage LENNAR.COM LENNAR®The Jefferson Colonial Patriot Collection 952-373-0485 C D 2 Stories | 3 Bedrooms | 3 Bathrooms | 2 Car Garage 1,906 Sq. Ft. May 15, 2020 Dusty Finke, AICP Planning Director, City of Medina RE: Meadow View Townhomes Preliminary Plat Dear Dusty, Please consider this narrative our update to Meadow View based on input and information received from the Planning Commission, Parks Commission, City Council, and City staff. An engineering response from ISG is incorporated behind this cover letter to address previous staff comments that apply to the enclosed site plan. While the overall intent of the project remains to construct townhomes on the subject property, several elements of the previous proposal are now being changed. A description of these items is below: 1. PUD Request - Based on input and concerns voiced at the 4/14/2020 Planning Commission Meeting and 4/21/2020 Council meeting, we hereby withdraw our request for a PUD. The community is being designed in accordance with R3 zoning standards. All R3 minimums are being adhered to and we are requesting a Rezoning to R3 for the entire project. 2. Land Use & Density – Per the 4/14/2020 Planning Commission Staff report, the newly proposed density and unit count is 6.25 units per acre and 125 townhomes, respectively. This should alleviate some of the density concerns voiced by City officials and neighboring residents. 3. Open Space & Trail - The open space corridor and trail has been shifted to the south side of Meander Road, and will be designated as a public trail for public use and maintenance. Screening is being shown in the form of additional landscaping and some berming along Meander road, per the requests of City officials and residents of The Fields of Medina. Overall green space in the community is 13.79 acres, meaning that over 66% of the site is now greens pace. It was also confirmed that open space obligations have been satisfied for this area. As such, no additional open space features are proposed. 4. Architecture – By eliminating the PUD request, Lennar can move forward with our standard architecture designs, colors, and materials. Primary exterior materials consist of vinyl with LP trim around windows. Stone accents are proposed on the fronts of the homes with decorative gables and dormers for some articulation. Additionally, all garages are being modified to bring the fronts out by 2 feet to get to the 400’ garage minimum square footage prescribed by ordinance. 5. Traffic – Traffic was a concern that was brought up by City staff, City officials, and neighboring residents. Based on ITE Trip Generation Rates, we believe that a townhome community with a total of 125 dwelling units will generate approximately 70 new trips in the morning, 84 new trips in the evening, and 904 Average Daily Trips (ADT). It should be noted that MnDOT’s thresholds for requiring a traffic study is is based on the following trip counts: • 250 new trips in the morning • 250 new trips in the evening • 2,500 new trips throughout the day Many cities and counties refer to it when deciding when to require a traffic impact study. A townhome community of 125 dwelling units is well below MnDOT’s thresholds for requiring a traffic impact study. Typically using this criteria, a traffic study should be considered for multi-family housing development of 340 or more dwelling units. We hope the City will acknowledge that Lenna used input from City Staff, Planning and Parks Commissions, and City Council and incorporated it into what we feel will be a great townhome neighborhood in the City of Medina. We had great success with our townhomes at the Enclave and recognize a market need that we believe we can contribute to fulfilling. Please contact me with questions as we continue moving forward with Meadow View. Regards, Paul J. Tabone Land Entitlement Mgr Lennar Minnesota 23860 1-TITLE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY MEADOW VIEW MASTER PLAN MEDINA, MINNESOTA PROJECT INDEX: LEGEND EXISTING W WET X X X X UT > <II I OE UE UTV G FBO PROPOSED <II I I OE UE UTV G >> >> >> >> OWNER: LENNAR 16305 36TH AVENUE NORTH PLYMOUTH, MN 554466 PROJECT ADDRESS / LOCATION: SEC 2 & 11 / TWP 118 / RNG 23 HENNEPIN COUNTY MEDINA, MINNESOTA N S W E LENNAR HOMES ISG PROJECT # 20-23860 PROJECT LOCATION B.M. ELEVATION=1006.16 TNFH LOCATED APPOXIMATELY 180 FEET WEST OF THE NORTH WEST PROPERTY CORNER. MANAGING OFFICE: 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 7. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 8. THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 9. THE CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS, MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (1-800-252-1166). 1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT/ENGINEER. 2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SPECIFICATIONS REFERENCE ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF MEDINA REQUIREMENTS AND MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2018 EDITION, AND THE STANDARD SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND WATERMAIN AS PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA 2013, UNLESS DIRECTED OTHERWISE. PROJECT DATUM HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), 1996 ADJUSTMENT (NAD83(1996)) ON THE HENNEPIN COUNTY COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. TOPOGRAPHIC SURVEY THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN JANUARY 2020 BY ISG. PROJECT GENERAL NOTES LOCATION MAP 0 SCALE IN FEET OHL OF - TTK TTK JDF 05/15/2020 20-23860 1 TITLE SHEET GENERAL INFORMATION ---- ---- 1 1 PRELIMINARY PLAT SUBMITTAL 7900 INTERNATIONAL DRIVE SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 BLOOMINGTON OFFICE TITLE SHEET GENERAL INFORMATION > LIC. NO.DATE JERREMY D. FOSS XX/XX/XXXX 55871 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 06/22/2020 REVISED PER CITY COMMENTS SHEET INDEX SHEET INDEX >> >>>> >> >> >> >>> I I I I I I I I I I I I I WE T WE T WET WET WET WE T WE T WE T WET WE T WE T WET WE T WE T WE T WE T WE T WET WET WET WE T WE T WE T WE T WET WET WET WE T WE T WE T > EX 12" TREE EX 13" TREE EX 16" TREE EX 16" TREE EX 8" TREE EX 9" TREE EX 20" TREE 23860 EXIST DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 10 EXISTING SITE PLAN (OVERALL) ---- ---- 10 MEDINA MINNESOTA EXISTING SITE PLAN (OVERALL) 0 SCALE IN FEET 100 200 JRS JRS JDF LIC. NO.DATE JERREMY D. FOSS XX/XX/XXXX 55871 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 06/22/2020 REVISED PER CITY COMMENTS WE T WE T WET WET WET WE T WE T WE T WET WE T WE T WET WE T WE T WE T WE T WE T WET WET WET WE T WE T WE T WE T WET WET WET WE T WE T WE T EAST BIOFILTRATION BASIN BOTTOM=984.00 HWL=985.94 EAST BASIN FOREBAY BOTTOM=980.00 NWL=954 HWL=985.94 WEST BASIN FOREBAYS BOTTOM=980.00 NWL=984.00 HWL=986.16 WEST BIOFRILTRATION BASIN BOTTOM =984.00 HWL=986.16 WET WET WET WET WE T WE T WE T WE T WET WE T WE T WET WE T WET WE T WET WET WET WE T WE T WE T WE T WE T WET WET WE T WE T WE T 35' AV G E R A G E WETL A N D B U F F E R 15' WE T L A N D SETBA C K 25' AVERA G E WETLAND B U F F E R 15' WETLAND SETBACK 35' AVERAGE WETLAND BUFFER 15' WETLAND SETBACKWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW ETTTETETTTTETETEEETETTTETETTEEEEEEEEETTTT WE T WE T WEWWWWWWEWWWWWWWWE T WE T WE T WE T WE T WE T WWWWE T WE T WE T WWWEWE T WWE T WWWWWWWEEETEEEEET WEWEWEWWEWWWEWEWEWWWEWE WEWEWEWE TEWEWEWEEWWEWWWEWEEEWWWW WEWE T WE T WE T WWEWWE T WEWWEWEWWE T WWWEWEWEWEWEEWEWE T WE T WEEEWWEWWWWWWE T WWEWWEWEWEETEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWEWEWWWWWWWWEWEWWEWWWWWWWWWWEWE WWWWWWWWWETETETETTETEETTTTTTTTTTTTTTTTTTTT WWWWWWWWWWWWWWWWWWW WE T WWEWWWWWWWWWWWWWWWW WE TEWE T WE T WE T WEWE T WE T T WE T TET WE T WE T TTT WE T TET WEEEWEWEWWWE T WE T WE T T WWE TET WE T WE TET WE T W TT WWWWWWW TTTTTTTTTTTTTTTTTTTTTTT WWWWWWWWWWWWWWEWEEEEEEETEEETEETEWEWEWEWEWEWEWEWE T WEWEEET WEWEWEWEWEWEEEWEWEWEWE TETEETEEEEETEETET WEWEWEWEWEWEWEWEE WEWWWWEWWWWWWWWWWWWWEWWWEWWWWWWWWWWWWWWWWWWEWEEWWWWWWWWWWWWWWWWEE WWWWWWWWWWW WE T WE T WE T WE T WE TET WWEWE T WE T WE T WE T WWWE T WEWWEWE T WE T WWWEWWEWWWEWEWEWEWEWEWEWEWE T WEEWE TETETETEEEEEEEEEEE WWWWWWWWWWWETETETETETETEETETETETEWEWEWWWEWWEWEWWWWWWWW 35' WETLA N D BUFFER 15' WETLA N D SETBACK 23860 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 16 OVERALL SITE PLAN ---- ---- 16 MEDINA MINNESOTA OVERALL SITE PLAN 0 SCALE IN FEET 100 200 JRS JRS JDF LIC. NO.DATE JERREMY D. FOSS XX/XX/XXXX 55871 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 06/22/2020 REVISED PER CITY COMMENTS TYPICAL PRIVATE STREET LAYOUT 1" =20' SITE SUMMARY EXISTING ZONING: PROPOSED ZONING: GROSS AREA: WETLAND AREA (ONSITE): WETLAND IMPACTS: WETLAND BUFFER AREA (ONSITE): NET AREA: PRIVATE ROAD EASEMENT: PERVIOUS AREA: IMPERVIOUS AREA: PRODUCT TYPE PARKING REQUIREMENTS SETBACKS WETWE T WE T WE T WE T WET WET WET WE T WE TWE T WE T WE T WET WE T WE T WET WE T WE T WE T WET WET WET WE T WE T WE T WE T WET WET WE T S88°54'57"E 650.77 S0 0 ° 0 7 ' 4 9 " W 6 9 7 . 3 2 N0 0 ° 2 8 ' 2 5 " E 5 2 2 . 5 6 Δ =3 0°3 2'3 4" L =14 3.93R=2 7 0.00 Δ =29°0 8 '2 9 " L=19 8.3 6R=3 9 0.0 0 S89°33'00"E 254.41 Δ =2 4°15 '19"L =13 9.7 0 R =3 3 0.0 0 N66°1 1 ' 4 2 " E 226.4 7 Δ =2 4°15 '19 " L =114.3 0 R =27 0.0 0 Δ =3 3 °5 5 '28"L =19 5.39 R =3 3 0.00 Δ=33°3 2 '0 9 "L=128.7 7 R=220.0 0 N0 0 ° 1 2 ' 0 2 " E 1 1 6 7 . 1 5 S69°59 ' 3 3 " E 1 4 4 8 . 6 3 S89°33'00"E 16.57 S89°02'37"W 1.50 11 12 6 1314 15 16 7 2 1 5 4 3 8 9 10 17 18192021 22 23 24 25 26 27 23860 PRELIM DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 12 PRELIMINARY PLAT (OVERALL) ---- ---- 12 MEDINA MINNESOTA PRELIMINARY PLAT (OVERALL) 0 SCALE IN FEET 100 200 MAS MAS OUTLOT AREAS: OUTLOT A = 1,445,018 SQ. FT. = 33.17 ACRES OUTLOT B = 211,839 SQ. FT. = 4.86 ACRES OUTLOT C = 95,454 SQ. FT. = 2.19 ACRES OUTLOT D = 8,315 SQ. FT. = 0.19 ACRES OUTLOT E = 6,908 SQ. FT. = 0.16 ACRES OUTLOT F = 8,199 SQ. FT. = 0.19 ACRES OUTLOT G = 7,908 SQ. FT. = 0.18 ACRES OUTLOT H = 5,730 SQ. FT. = 0.13 ACRES OUTLOT I = 6,073 SQ. FT. = 0.14 ACRES OUTLOT J = 5,492 SQ. FT. = 0.13 ACRES OUTLOT K = 14,434 SQ. FT. = 0.33 ACRES OUTLOT L = 4,224 SQ. FT. = 0.10 ACRES OUTLOT M = 11,253 SQ. FT. = 0.26 ACRES OUTLOT N = 9,364 SQ, FT. = 0.21 ACRES OUTLOT O = 1,504 SQ. FT. = 0.03 ACRES OUTLOT P = 4,573 SQ. FT. = 0.10 ACRES OUTLOT Q = 7,073 SQ. FT. = 0.16 ACRES OUTLOT R = 3,771 SQ. FT. = 0.09 ACRES OUTLOT S = 10,695 SQ. FT. = 0.25 ACRES OUTLOT T = 9,355 SQ. FT. = 0.21 ACRES OUTLOT U = 159,970 SQ. FT. = 3.67 ACRES OUTLOT V = 3,519 SQ. FT. = 0.08 ACRES OUTLOT W = 7,788 SQ. FT. = 0.18 ACRES OUTLOT X = 6,518 SQ. FT. = 0.15 ACRES OUTLOT Y = 7,168 SQ. FT. = 0.16 ACRES OUTLOT Z = 5,646 SQ. FT. = 0.13 ACRES OUTLOT AA = 5,646 SQ. FT. = 0.13 ACRES OUTLOT BB = 8,336 SQ. FT. = 0.19 ACRES OUTLOT CC = 11,292 SQ. FT. = 0.26 ACRES OUTLOT DD = 6,574 SQ. FT. = 0.15 ACRES OUTLOT EE = 6,574 SQ. FT. = 0.15 ACRES OUTLOT FF = 8,399 SQ. FT. = 0.19 ACRES LEGAL DESCRIPTION FOR PRELIMINARY PLAT PURPOSES: Outlot E, FIELDS OF MEDINA, Hennepin County, Minnesota. AND Outlot A, ROLLING GREEN BUSINESS CENTER, Hennepin County, Minnesota. DATE LIC. NO.5-15-2020 45817 Mark A. Schwanz Drainage and Utility Easements are shown thus: Being 5 feet in width and adjoining lot lines, being 10 feet in width and adjoining rear lot lines and being 15 feet and adjoining right - of - way lines, unless otherwise indicated on the plat. WET WE T WE T WE T WE T WE T WE T WE T WE T WET WET WET WET WE T WET WET WET WET WE T WE T WE T WE T S88°54'57"E 650.77 40. 0 0 32. 0 0 32. 0 0 32. 0 0 40. 0 0 59.3 3 59.3 3 59.3 3 59.3 3 59.3 3 59.3 3 40. 0 0 32. 0 0 32. 0 0 32. 0 0 40. 0 0 S38 ° 4 2 ' 0 8 " W 1 7 6 . 0 0 N3 8 ° 4 2 ' 0 8 " E 1 7 6 . 0 0 S1 3 ° 1 1 ' 4 8 " W 1 7 6 . 0 0 N1 3 ° 1 1 ' 4 8 " E 1 7 6 . 0 0 N74°25'3 2 " E 2 0 8 . 0 0 S74°25'3 2 " W 2 0 8 . 0 0 S74°25'3 2 " W 1 7 6 . 0 0 N74°25'3 2 " E 1 7 6 . 0 0 N68°3 9 ' 1 3 " W 1 7 6 . 0 0 S68°3 9 ' 1 3 " E 1 7 6 . 0 0 59.33 59.33 59.33 59.33 59.33 59.33 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 40. 0 0 32. 0 0 32 . 0 0 32 . 0 0 40 . 0 0 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40. 0 0 59.33 59.33 59.33 59.33 59.33 59.33 40.00 32.00 32.00 32.00 32.00 40.00 59 . 3 3 32.00 32.00 32.00 32.00 40.00 59 . 3 3 40.00 32.00 32.00 32.00 40.00 59 . 3 3 40.00 32.00 32.00 32.00 40.00 59 . 3 3 40.00 32.00 32.00 32.00 40.00 59 . 3 3 40.00 32.00 32.00 32.00 40.00 59 . 3 3 59.33 40 . 0 0 3 2 . 0 0 3 2 . 0 0 3 2 . 0 0 4 0 . 0 0 59.33 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 59.33 59.33 59.33 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 40.00 32.00 32.00 32.00 40.00 59 . 3 3 40.00 32.00 32.00 32.00 40.00 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 40.00 32.0032.00 40.00 59 . 3 3 40.00 32.00 32.00 40.00 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 40.00 32.00 32.00 32.00 32.00 32.00 32.00 40.00 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 40.00 32.00 32.00 40.00 59 . 3 3 40.00 59 . 3 3 32.00 59 . 3 3 32.00 59 . 3 3 40.00 59 . 3 3 59.33 59.33 59.33 59.33 59.33 59.33 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 N0 0 ° 0 0 ' 0 0 " E 1 7 6 . 0 0 S0 0 ° 0 0 ' 0 0 " E 1 7 6 . 0 0 N2 3 ° 2 0 ' 2 2 " E 1 7 6 . 0 0 S2 3 ° 2 0 ' 2 2 " W 1 7 6 . 0 0 S84°27'25"W 144.00 N84°27'25"E 144.00 N73°31' 5 0 " E 1 7 6 . 0 0 S73°31'5 0 " W 1 7 6 . 0 0 S81°39'19"W 1 7 6 . 0 0 N81°39'19"E 1 7 6 . 0 0 S73°31' 5 0 " W 1 4 4 . 0 0 N73°31' 5 0 " E 1 4 4 . 0 0 S1 6 ° 2 8 ' 1 0 " E 2 0 8 . 0 0 N1 6 ° 2 8 ' 1 0 " W 2 0 8 . 0 0 Δ =2 4°15 '19 "L =13 9.7 0 R =3 3 0.0 0 N66°1 1 ' 4 2 " E 226.4 7 Δ =2 4°15 '19 " L =114.3 0 R =27 0.0 0 Δ =3 3 °5 5 '28"L =19 5.3 9 R =330.0 0 Δ=33 °3 2'0 9 "L=12 8.7 7 R =2 2 0.0 0 S89°33'00"E 16.57 59.33 11 12 8 1314 1516 7 2 1 6 5 148 17 7 34 11 2 44 89 51 14 84 79 80 94 27 13 44 89 33 40.00 59 . 3 3 59 . 3 3 40.00 40.00 40.00 32.00 32.00 32.00 40.00 59 . 3 3 40.00 32.00 32.00 32.00 40.00 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 40.0 0 32.0 0 32. 0 0 40. 0 0 59.3 3 40.0 0 32. 0 0 32. 0 0 40. 0 0 59.3 3 59.3 3 59.3 3 59.3 3 59.33 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 59.33 59.33 59.33 59.33 40 . 0 0 32 . 0 0 40 . 0 0 59.33 40 . 0 0 32 . 0 0 40 . 0 0 59.33 59.33 S74°25'3 2 " W 1 7 6 . 0 0 N74°25'3 2 " E 1 7 6 . 0 0 N43 ° 2 2 ' 5 2 " W 1 4 4 . 0 0 S43 ° 2 2 ' 5 2 " E 1 4 4 . 0 0 N0 0 ° 1 9 ' 3 2 " E 1 7 6 . 0 0 S0 0 ° 1 9 ' 3 2 " W 1 7 6 . 0 0 N0 4 ° 4 1 ' 3 0 " W 1 1 2 . 0 0 S0 4 ° 4 1 ' 3 0 " E 1 1 2 . 0 0 52 36 86 87 124 83 15 40.00 40.00 59 . 3 3 33 33 40 . 0 0 32 . 0 0 40 . 0 0 33 33 40.00 40.00 59 . 3 3 S0 0 ° 1 9 ' 3 2 " W 1 1 2 . 0 0 40 3 4 9 10 23860 PRELIM DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 13 PRELIMINARY PLAT (EAST) ---- ---- 13 MEDINA MINNESOTA PRELIMINARY PLAT (EAST) 0 SCALE IN FEET 40 80 MAS _ MAS DATE LIC. NO.5-15-2020 45817 Mark A. Schwanz Drainage and Utility Easements are shown thus: Being 5 feet in width and adjoining lot lines, being 10 feet in width and adjoining rear lot lines and being 15 feet and adjoining right - of - way lines, unless otherwise indicated on the plat. OUTLOT AREAS: OUTLOT A = 1,445,018 SQ. FT. = 33.17 ACRES OUTLOT B = 211,839 SQ. FT. = 4.86 ACRES OUTLOT C = 95,454 SQ. FT. = 2.19 ACRES OUTLOT D = 8,315 SQ. FT. = 0.19 ACRES OUTLOT E = 6,908 SQ. FT. = 0.16 ACRES OUTLOT F = 8,199 SQ. FT. = 0.19 ACRES OUTLOT G = 7,908 SQ. FT. = 0.18 ACRES OUTLOT H = 5,730 SQ. FT. = 0.13 ACRES OUTLOT I = 6,073 SQ. FT. = 0.14 ACRES OUTLOT J = 5,492 SQ. FT. = 0.13 ACRES OUTLOT K = 14,434 SQ. FT. = 0.33 ACRES OUTLOT L = 4,224 SQ. FT. = 0.10 ACRES OUTLOT M = 11,253 SQ. FT. = 0.26 ACRES OUTLOT N = 9,364 SQ, FT. = 0.21 ACRES OUTLOT O = 1,504 SQ. FT. = 0.03 ACRES OUTLOT P = 4,573 SQ. FT. = 0.10 ACRES OUTLOT Q = 7,073 SQ. FT. = 0.16 ACRES OUTLOT R = 3,771 SQ. FT. = 0.09 ACRES OUTLOT S = 10,695 SQ. FT. = 0.25 ACRES OUTLOT T = 9,355 SQ. FT. = 0.21 ACRES OUTLOT U = 159,970 SQ. FT. = 3.67 ACRES OUTLOT V = 3,519 SQ. FT. = 0.08 ACRES OUTLOT W = 7,788 SQ. FT. = 0.18 ACRES OUTLOT X = 6,518 SQ. FT. = 0.15 ACRES OUTLOT Y = 7,168 SQ. FT. = 0.16 ACRES OUTLOT Z = 5,646 SQ. FT. = 0.13 ACRES OUTLOT AA = 5,646 SQ. FT. = 0.13 ACRES OUTLOT BB = 8,336 SQ. FT. = 0.19 ACRES OUTLOT CC = 11,292 SQ. FT. = 0.26 ACRES OUTLOT DD = 6,574 SQ. FT. = 0.15 ACRES OUTLOT EE = 6,574 SQ. FT. = 0.15 ACRES OUTLOT FF = 8,399 SQ. FT. = 0.19 ACRES WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T N S68°3 9 ' 1 3 " E 1 7 32.00 40.00 59 . 3 3 40.00 32.00 32.00 59 . 3 3 59 . 3 3 59 . 3 3 N0 0 ° 2 8 ' 2 5 " E 5 2 2 . 5 6 Δ =3 0 °3 2 '3 4 " L =14 3.9 3R=2 7 0.0 0 Δ =2 9°0 8 '2 9 " L =19 8.3 6R=3 9 0.0 0 S89°33'00"E 254.41 Δ =2 4 °15 '19 " L =13 9.7 0 R =3 3 0.0 0 44 32. 0 0 40.0 0 59.3 3 40.0 0 59.3 3 59.33 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 59.33 59.33 59.33 59.33 N43 ° 2 2 ' 5 2 " W 1 4 4 . 0 0 N0 0 ° 1 9 ' 3 2 " E 1 7 6 . 0 0 83 59.33 40 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 40 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 59.33 59.33 59.33 59.33 59.33 59.33 59.33 59.33 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 40 . 0 0 59.33 32 . 0 0 59.33 32 . 0 0 59.33 32 . 0 0 59.33 40 . 0 0 59.33 40 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 32 . 0 0 59.33 40 . 0 0 59.33 32 . 0 0 59.33 32 . 0 0 59.33 32 . 0 0 59.33 40 . 0 0 59.33 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 40 . 0 0 32 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 59.33 59.33 59.33 40.0032.0032.0040.00 59 . 3 3 40.00 32.00 32.00 40.00 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59.33 40 . 0 0 32 . 0 0 40 . 0 0 59.33 40 . 0 0 32 . 0 0 40 . 0 0 59.33 59.33 40.0032.0032.0040.00 59 . 3 3 40.00 32.00 32.00 40.00 59 . 3 3 59 . 3 3 59 . 3 3 59 . 3 3 59.33 40 . 0 0 32 . 0 0 59.33 32 . 0 0 40 . 0 0 40 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 59.33 59.33 59.33 40 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 40 . 0 0 59.33 32 . 0 0 59.33 32 . 0 0 59.33 40 . 0 0 59.33 40 . 0 0 32 . 0 0 32 . 0 0 40 . 0 0 59.33 40 . 0 0 59.33 32 . 0 0 59.33 32 . 0 0 59.33 40 . 0 0 S0 0 ° 2 8 ' 2 5 " W 1 4 4 . 0 0 N0 0 ° 2 8 ' 2 5 " E 1 4 4 . 0 0 S0 0 ° 2 8 ' 2 5 " W 1 4 4 . 0 0 N0 0 ° 2 8 ' 2 5 " E 1 4 4 . 0 0 S0 0 ° 2 8 ' 2 5 " W 1 4 4 . 0 0 N0 0 ° 2 8 ' 2 5 " E 1 4 4 . 0 0 S0 0 ° 2 8 ' 2 5 " W 1 4 4 . 0 0 N0 0 ° 2 8 ' 2 5 " E 1 4 4 . 0 0 S0 0 ° 2 8 ' 2 5 " W 2 0 8 . 0 0 N0 0 ° 2 8 ' 2 5 " E 2 0 8 . 0 0 S0 0 ° 2 8 ' 2 5 " W 1 7 6 . 0 0 N0 0 ° 2 8 ' 2 5 " E 1 7 6 . 0 0 S0 0 ° 2 8 ' 2 5 " W 1 7 6 . 0 0 N0 0 ° 2 8 ' 2 5 " E 1 7 6 . 0 0 S0 0 ° 2 8 ' 2 5 " W 1 7 6 . 0 0 N0 0 ° 2 8 ' 2 5 " E 1 7 6 . 0 0 S0 0 ° 1 9 ' 3 2 " W 1 1 2 . 0 0 N0 0 ° 1 9 ' 3 2 " E 1 1 2 . 0 0 N89°31'35"W 144.00 S89°31'35"E 144.00 N89°31'35"W 144.00 S89°31'35"E 144.00 16 1 10 22 24 105 22 76 76 14 14 40 10 17 181920 21 22 23 24 25 26 27 23860 PRELIM DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 14 PRELIMINARY PLAT (WEST) ---- ---- 14 MEDINA MINNESOTA PRELIMINARY PLAT (WEST) 0 SCALE IN FEET 30 60 MAS MAS DATE LIC. NO.5-15-2020 45817 Mark A. Schwanz Drainage and Utility Easements are shown thus: Being 5 feet in width and adjoining lot lines, being 10 feet in width and adjoining rear lot lines and being 15 feet and adjoining right - of - way lines, unless otherwise indicated on the plat. OUTLOT AREAS: OUTLOT A = 1,445,018 SQ. FT. = 33.17 ACRES OUTLOT B = 211,839 SQ. FT. = 4.86 ACRES OUTLOT C = 95,454 SQ. FT. = 2.19 ACRES OUTLOT D = 8,315 SQ. FT. = 0.19 ACRES OUTLOT E = 6,908 SQ. FT. = 0.16 ACRES OUTLOT F = 8,199 SQ. FT. = 0.19 ACRES OUTLOT G = 7,908 SQ. FT. = 0.18 ACRES OUTLOT H = 5,730 SQ. FT. = 0.13 ACRES OUTLOT I = 6,073 SQ. FT. = 0.14 ACRES OUTLOT J = 5,492 SQ. FT. = 0.13 ACRES OUTLOT K = 14,434 SQ. FT. = 0.33 ACRES OUTLOT L = 4,224 SQ. FT. = 0.10 ACRES OUTLOT M = 11,253 SQ. FT. = 0.26 ACRES OUTLOT N = 9,364 SQ, FT. = 0.21 ACRES OUTLOT O = 1,504 SQ. FT. = 0.03 ACRES OUTLOT P = 4,573 SQ. FT. = 0.10 ACRES OUTLOT Q = 7,073 SQ. FT. = 0.16 ACRES OUTLOT R = 3,771 SQ. FT. = 0.09 ACRES OUTLOT S = 10,695 SQ. FT. = 0.25 ACRES OUTLOT T = 9,355 SQ. FT. = 0.21 ACRES OUTLOT U = 159,970 SQ. FT. = 3.67 ACRES OUTLOT V = 3,519 SQ. FT. = 0.08 ACRES OUTLOT W = 7,788 SQ. FT. = 0.18 ACRES OUTLOT X = 6,518 SQ. FT. = 0.15 ACRES OUTLOT Y = 7,168 SQ. FT. = 0.16 ACRES OUTLOT Z = 5,646 SQ. FT. = 0.13 ACRES OUTLOT AA = 5,646 SQ. FT. = 0.13 ACRES OUTLOT BB = 8,336 SQ. FT. = 0.19 ACRES OUTLOT CC = 11,292 SQ. FT. = 0.26 ACRES OUTLOT DD = 6,574 SQ. FT. = 0.15 ACRES OUTLOT EE = 6,574 SQ. FT. = 0.15 ACRES OUTLOT FF = 8,399 SQ. FT. = 0.19 ACRES 22 24 27 17 182021 2526 19 10 9 16 15 8 14 13 12 11 7 6 5 4 3 2 1 EAST BIOFILTRATION BASIN BOTTOM=984.00 HWL=985.94 EAST BASIN FOREBAY BOTTOM=980.00 NWL=954 HWL=985.94 WEST BASIN FOREBAYS BOTTOM=980.00 NWL=984.00 HWL=986.16 WEST BIOFRILTRATION BASIN BOTTOM =984.00 HWL=986.16 >> >>>> >>>>>> >> >> >> >> >> >> >> >> EX CB T/C=996.33 INVERT N=991.30 12"RCP EX CB T/C=996.48 INVERT S=990.22 12"RCP INVERT E=989.75 21"RCP INVERT NW=989.63 18"RCP EX CB T/C=996.38 INVERT S=989.96 12"RCP INVERT N=989.74 15"RCP INVERT W=988.56 21"RCP INVERT E=988.48 24"RCP EX CB T/C=996.37 INVERT N=991.05 12"RCP EX CB T/C=996.33 INVERT S=991.32 12"RCP INVERT N=990.15 15"RCP INVERT W=987.83 24"RCP INVERT E=987.82 24"RCP EX CB T/C=996.43 INVERT N=992.27 12"RCP EX CB T/C=997.14 INVERT NW=991.29 12"RCP INVERT E=986.97 24"RCP INVERT W=986.92 24"RCP EX CB T/C=996.44 INVERT NE=990.25 12"RCP INVERT SE=990.19 12"RCP INVERT W=986.68 24"RCP INVERT E=986.58 24"RCP EX CB T/C=994.90 INVERT W=986.07 24"RCP INVERT E=986.00 24"RCPEX SAN MH R=995.78 INVERT S=976.56 INVERT NW=976.47 INVERT E=976.47 EX CB T/C=996.44 I=990.97 12"RCP EX CB T/C=989.83 INVERT S=985.77 12"RCP INVERT W=985.22 24"RCP INVERT N=985.07 24"RCPEX CB T/C=989.94 INVERT N=986.06 12"RCP E R IN IN I=985.10 EX DROP INTAKE R=996.14 I= >>>>> I I I I I I I I I I I I I I I I WE T WE T WE TWE T WE T WET WE T WET WE T WE T WE T WE T WE T WE T WET WET WET WET WET WET WE T WE T WE T WE T WE T WE T WET WET WET WE T WE T WE T WE T WE T WE T > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>> >> >> >> > > > > > > >> >> >> >> >> >> >> >> >> >> >> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >> > >> > >> > >> > > > > > >> >> >> >> > > > > >> >> >> >> >> >> I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I >> > >>> >>> >>> >>> >> > >>> >>> >>> >> > >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >> > >>> >>> >>> >> >>> > I I I I I I 99 5 . 0 0 993.25 994.25 994.40 994 . 4 0 99 4 . 7 5 99 5 . 2 5 998.50 997.50 998.00 999.00 999.75 999.75 10 0 0 . 5 0 994 . 0 0 99 6 . 5 0 99 7 . 5 0 99 8 . 0 0 99 8 . 5 0 99 5 . 7 5 99 5 . 2 5 995.00 992.25 992.75 99 2 . 7 5 99 3 . 0 0 99 3 . 7 5 99 4 . 1 0 99 4 . 5 0 99 4 . 5 0 99 5 . 5 0 99 6 . 7 5 99 4 . 0 0 99 5 . 0 0 99 5 . 5 0 99 4 . 5 0 99 4 . 0 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 99 3 . 0 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 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 IIII > 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 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> I I I I >I I I > > I I > > I I I 23860 UTILITY DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 19 SITE UTILITY PLAN (OVERALL) ---- ---- 19 MEDINA MINNESOTA SITE UTILITY PLAN (OVERALL) 0 SCALE IN FEET 60 120 JRS JRS JDF LIC. NO.DATE JERREMY D. FOSS XX/XX/XXXX 55871 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 06/22/2020 REVISED PER CITY COMMENTS UTILITY LEGEND EXISTING PROPOSED >>>> >> <II <II I I >> >>>> >>>>>> >> >> >> >> >> >> >> >> >>>>> I I I I I I I I I I I I I I I I I WE T WE TWE T WE T WET WE T WET WE T WE T WE T WE T WE T WE T WET WET WET WET WET WET WE T WE T WE T WE T WE T W WE T WET WET WET WE T WE T WE T WE T WE T WE T > 22 24 27 17 182021 2526 19 10 9 16 15 8 14 13 12 11 7 6 5 4 3 2 1 EAST BIOFILTRATION BASIN BOTTOM=984.00 HWL=985.94 EAST BASIN FOREBAY BOTTOM=980.00 NWL=954 HWL=985.94 WEST BASIN FOREBAYS BOTTOM=980.00 NWL=984.00 HWL=986.16 WEST BIOFRILTRATION BASIN BOTTOM =984.00 HWL=986.16 >> > >>> >>> >>> >>> >> > >>> >>> >>> >> > >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >> > >>> >>> >>> >> >>> > 99 5 . 0 0 993.25 994.25 994.40 994 . 4 0 99 4 . 7 5 99 5 . 2 5 998.50 997.50 998.00 999.00 999.75 999.75 10 0 0 . 5 0 994 . 0 0 99 6 . 5 0 99 7 . 5 0 99 8 . 0 0 99 8 . 5 0 99 5 . 7 5 99 5 . 2 5 995.00 992.25 992.75 99 2 . 7 5 99 3 . 0 0 99 3 . 7 5 99 4 . 1 0 99 4 . 5 0 99 4 . 5 0 99 5 . 5 0 99 6 . 7 5 99 4 . 0 0 99 5 . 0 0 99 5 . 5 0 99 4 . 5 0 99 4 . 0 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 99 3 . 0 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> 23860 GRADE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 24 OVERALL GRADING PLAN ---- ---- 24 MEDINA MINNESOTA OVERALL GRADING PLAN 0 SCALE IN FEET 60 120 JRS JRS JDF LIC. NO.DATE JERREMY D. FOSS XX/XX/XXXX 55871 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 06/22/2020 REVISED PER CITY COMMENTS >> >>>> >>>>>>>> >> >> >> >> >> >> >> >> >>>>>> I I I I I I I I I I I I I WE T WE T WE T WE T WE T WE T WE T WE T WE T WET WET WET WET WET WET WET WET WE T WE T WE T WE T WE T WE T WET WET WET WET WE T WE T WE T WE T WE T WE T > > > 22 24 17 18 25 19 10 9 16 15 8 14 13 12 11 7 6 5 4 3 2 1 EAST BIOFILTRATION BASIN BOTTOM=984.00 HWL=985.94 EAST BASIN FOREBAY BOTTOM=980.00 NWL=954 HWL=985.94 WEST BIOFRILTRATION BASIN BOTTOM =984.00 HWL=986.16 >> > >>> >>> >>> >>> >>> >> > >>> >>> >>> >>> >> > >> > >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>>>>> >> > >>> >>> >>> >>> >> > >> > 99 5 . 0 0 993.25 994.25 994.40 994 . 4 0 99 4 . 7 5 99 5 . 2 5 998.50 997.50 998.00 999.00 999.75 999.75 10 0 0 . 5 0 994 . 0 0 99 6 . 5 0 99 7 . 5 0 99 8 . 0 0 99 8 . 5 0 99 5 . 7 5 99 5 . 2 5 995.00 992.25 992.75 99 2 . 7 5 99 3 . 0 0 99 4 . 0 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 99 3 . 0 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> 23860 GRADE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 25 GRADING PLAN (EAST) ---- ---- 25 MEDINA MINNESOTA GRADING PLAN (EAST) 0 SCALE IN FEET 50 100 JRS JRS JDF LIC. NO.DATE JERREMY D. FOSS XX/XX/XXXX 55871 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 06/22/2020 REVISED PER CITY COMMENTS >>>>>>>> >> >> >> >> >> >> >> >> I I I I I I I I I I I I WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WET WET WET WET WET WET WET WET WET WET WE T WE T WE T WE T WE T WE T WE T 22 24 27 17 182021 2526 19 10 9 16 15 8 14 7 4 3 2 WEST BASIN FOREBAYS BOTTOM=980.00 NWL=984.00 HWL=986.16 WEST BIOFRILTRATION BASIN BOTTOM =984.00 HWL=986.16 >> > >>> >>> >>> >>> >>> >> > >>> >>> >>> >>> >> > >>> >>> >>> >>> >>> >>> >>> >>>>>> >> > 99 5 . 0 0 993.25 994.25 994.40 998.5 999.0 999.75 999.75 10 0 0 . 5 0 994 . 0 0 99 6 . 5 0 99 7 . 5 0 99 8 . 0 0 99 8 . 5 0 995.00 992.25 992.75 99 2 . 7 5 99 3 . 0 0 99 3 . 7 5 99 4 . 1 0 99 4 . 5 0 99 4 . 5 0 99 5 . 5 0 99 6 . 7 5 99 4 . 0 0 99 5 . 0 0 99 5 . 5 0 99 4 . 5 0 99 4 . 0 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 99 3 . 0 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 99 4 . 0 0 99 4 . 5 0 99 5 . 5 0 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> 23860 GRADE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 26 GRADING PLAN (WEST) ---- ---- 26 MEDINA MINNESOTA GRADING PLAN (WEST) 0 SCALE IN FEET 50 100 JRS JRS JDF LIC. NO.DATE JERREMY D. FOSS XX/XX/XXXX 55871 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 06/22/2020 REVISED PER CITY COMMENTS >> >>>> >>>>>> >> >> >> >> >> >> >> >> >>>>> I I I I I I I I I I I I I I I I I WE T WE TWE T WE T WET WE T WET WE T WE T WE T WE T WE T WE T WET WET WET WET WET WET WE T WE T WE T WE T WE T W WE T WET WET WET WE T WE T WE T WE T WE T WE T > WE T WE T WE T T WE T WE T WEEEWWW WE T WEWE T WWEEEEET TTT WE T WE T WWWE T WE T WE T WE TEW WEWWE T WWWE TET WE T WE T WE TETTTETEWEWW WE T WEWE T WEWE T WE T WEWEWE T WEWWEWEEWEWEWEEWEWEWWWWW WE T WE T WE T WE T WE T WE T WEWWE T WWE T WEWWWWWE T WWE T WE T WE T WWE T WE T WE T WEWEETEETTT WE T WE T WEWE T WE T WE T WEWEWE T WE T WWE T WWEETEETTTTTTTWE T TTTTEEWEWW WWWWWWWWWWEWEWEWEWEWEEEWEEWWE T WE T WE T WEWEEWEWEWEWE WE T WE T WE T WE TET WE T WE T WE T WE TETWEWE T WEWE T WE T WE TETT WE T WE T WWE T WE T WE TET TTTTTTTTTTTT WE T WE T WWE T WE TET WE T WEWET WE T WE T WE T WEWE T WE T WWE T WE T WETT ETETETEEETTTTTT WE T WEWEWWEWWWWE T WWWE T WEEET WE T WE T WE T WE T WE T WE T WE T WE TEWE T WEWE T W T WEWE TETETETTTTTTTTTT WE T WE TET WE T WE T WE T WE T WE T WE T WEWE T WE T WE T WE T WE T WE T WWE T WE T WET WET WET WE T WE T T WEWE T WEWE T WE T WWE T WWWE T WE T WE T WEWE T WEWWE T WWE T WEWE T WWE T WE T WEWEEETETETT WE T WE T WE T WE T WE T WE T WEWWE T WEWWE T WWE T WWE T WEWWE TETTTT WE T WE T WE T WE T WE T WE TET WEWWE T W T WE T WE T WE T WE T WE T WE TET WEWWE T W TT WEWE T WE T WE T WE T WE T WWWWE T WE T WE TET WE T WE T WE T WEWEWE TETTT 22 24 27 17 182021 2526 19 10 9 16 15 8 14 13 12 11 7 6 5 4 3 2 1 EAST BIOFILTRATION BASIN BOTTOM=984.00 HWL=985.94 EAST BASIN FOREBAY BOTTOM=980.00 NWL=954 HWL=985.94 WEST BASIN FOREBAYS BOTTOM=980.00 NWL=984.00 HWL=986.16 WEST BIOFRILTRATION BASIN BOTTOM =984.00 HWL=986.16 35' W E T L A N D BUFF E R 15' WE T L A N D SETB A C K 25' WETLA N D BUFFER 15' WETLAND SETBACK 23860 WETLAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 27 WETLAND BUFFER PLAN ---- ---- 27 MEDINA MINNESOTA WETLAND BUFFER PLAN 0 SCALE IN FEET 60 120 JRS JRS JDF LIC. NO.DATE JERREMY D. FOSS XX/XX/XXXX 55871 NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 06/22/2020 REVISED PER CITY COMMENTS WETLAND LEGEND >> >>>> >> >> >> >> >> >> >> >> >> >>>>>> I I I I I I I I I WE T WE T WE T WET WET WET WET WET WET WET WET WE T WE T WE T WE T WE T WE T WET WET WET WET WE T WE T WE T > > > 22 7 10 9 16 15 8 14 13 12 11 7 6 5 4 3 2 1 EAST BIOFILTRATION BASIN BOTTOM=984.00 HWL=985.94 EAST BASIN FOREBAY BOTTOM=980.00 NWL=954 HWL=985.94 > > > > > > > > > > > > > > > > > > > > >>>> > > > > > > > > > > > 23860 LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 28 SITE RESTORATION PLAN (EAST) ---- ---- 28 MEDINA MINNESOTA SITE RESTORATION PLAN (EAST) 0 SCALE IN FEET 50 100 AET DPP DPP LIC. NO.DATE DANYELLE P. PIERQUET 49121XX/XX/XXXX SITE RESTORATION REQUIREMENTS TURF RESTORATION QTY COMMON / BOTANICAL NAME SIZE 37,046 sf MnDOT 34-271 Wet Meadow South & West Native Seed SEEDING RATE: 12 LBS/ACRE SEED 41,944 sf MnDOT 35-641 Mesic Prairie Southeast Native Seed SEEDING RATE: 12 LBS/ACRE SEED 92,210 sf MnDOT 33-261 Stormwater South & West Native Seed SEEDING RATE: 35 LBS/ACRE SEED 624,283 sf MnDOT 25-131 Low Maintenance Turf Turf Seed SEEDING RATE: 220 LBS/ACRE SEED SITE SEEDING SCHEDULE >>>>>>>> I I I I I I T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WE T WET WE T WE T WE T WE T 22 24 27 17 182021 2526 19 WEST BASIN FOREBAYS BOTTOM=980.00 NWL=984.00 HWL=986.16 WEST BIOFRILTRATION BASIN BOTTOM =984.00 HWL=986.16 > > > > > > >>>>>>> > > > > > > > > > > > > 23860 LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 29 SITE RESTORATION PLAN (WEST) ---- ---- 29 MEDINA MINNESOTA SITE RESTORATION PLAN (WEST) 0 SCALE IN FEET 50 100 AET DPP DPP LIC. NO.DATE DANYELLE P. PIERQUET 49121XX/XX/XXXX SITE RESTORATION REQUIREMENTS TURF RESTORATION QTY COMMON / BOTANICAL NAME SIZE 37,046 sf MnDOT 34-271 Wet Meadow South & West Native Seed SEEDING RATE: 12 LBS/ACRE SEED 41,944 sf MnDOT 35-641 Mesic Prairie Southeast Native Seed SEEDING RATE: 12 LBS/ACRE SEED 92,210 sf MnDOT 33-261 Stormwater South & West Native Seed SEEDING RATE: 35 LBS/ACRE SEED 624,283 sf MnDOT 25-131 Low Maintenance Turf Turf Seed SEEDING RATE: 220 LBS/ACRE SEED SITE SEEDING SCHEDULE >> >>>> >> >> >> >> >> >> >> >> >> >>>>>> I I I I I I I I I WE T WE T WE T WET WET WET WET WET WET WET WET WE T WE T WE T WE T WE T WE T WET WET WET WET WE T WE T WE T > > > 22 7 10 9 16 15 8 14 13 12 11 7 6 5 4 3 2 1 EAST BIOFILTRATION BASIN BOTTOM=984.00 HWL=985.94 EAST BASIN FOREBAY BOTTOM=980.00 NWL=954 HWL=985.94 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > (3) TI (3) TI (3) TI (3) TI (4) TI (3) TI (4) TI (1) RG 23860 LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 30 LANDSCAPE PLAN (EAST) ---- ---- 30 MEDINA MINNESOTA LANDSCAPE PLAN (EAST) 0 SCALE IN FEET 50 100 AET DPP DPP TREES COMMON / BOTANICAL NAME AM Green Mountain Sugar Maple Acer saccharum `Green Mountain` TM AP Emerald Lustre Maple Acer platanoides `Pond` TM AS Red Sunset Maple Acer rubrum `Red Sunset` GI Imperial Honeylocust Gleditsia triacanthos inermis `Impcole` TM QB Swamp White Oak Quercus bicolor TM Sentry Linden Tilia americana `McKSentry` UV American Elm Ulmus americana `Valley Forge` DECIDUOUS ORNAMENTAL TREE COMMON / BOTANICAL NAME MS Pink Spires Crab Apple Malus x `Pink Spires` MS2 Snowdrift Crab Apple Malus x `Snowdrift` SR Japanese Tree Lilac Syringa reticulata EVERGREEN TREE COMMON / BOTANICAL NAME AB Balsam Fir Abies balsamea PA Norway Spruce Picea abies PB Black Hills Spruce Picea glauca densata PW White Pine Pinus strobus TT Techny Arborvitae Thuja occidentalis `Techny` DECIDUOUS SHRUBS COMMON / BOTANICAL NAME FF Northern Sun Forsythia Forsythia x `Northern Sun` RG Gro-Low Fragrant Sumac Rhus aromatica `Gro-Low` SA Common White Lilac Syringa vulgaris `Alba` SV Common Lilac Syringa vulgaris VA American Cranberrybush Viburnum trilobum EVERGREEN SHRUBS COMMON / BOTANICAL NAME TI Green Giant Arborvitae Thuja x `Green Giant` PLANT SCHEDULE LIC. NO.DATE DANYELLE P. PIERQUET 49121XX/XX/XXXX >>>>>>>> >> I I I I I WE T WE T WE WE T WE T WE T WE T WE T WE T WE T WE T WE T WET WET WE T WE T WE T WE T 22 24 27 17 182021 2526 19 10 9 16 WEST BASIN FOREBAYS BOTTOM=980.00 NWL=984.00 HWL=986.16 WEST BIOFRILTRATION BASIN BOTTOM =984.00 HWL=986.16 > > > > > > > >>>>>>> > > > > > > > > > > > > (14) TI (13) TI (3) TI (3) TI (3) TI (3) TI 23860 LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 31 LANDSCAPE PLAN (WEST) ---- ---- 31 MEDINA MINNESOTA LANDSCAPE PLAN (WEST) 0 SCALE IN FEET 50 100 AET DPP DPP TREES COMMON / BOTANICAL NAME AM Green Mountain Sugar Maple Acer saccharum `Green Mountain` TM AP Emerald Lustre Maple Acer platanoides `Pond` TM AS Red Sunset Maple Acer rubrum `Red Sunset` GI Imperial Honeylocust Gleditsia triacanthos inermis `Impcole` TM QB Swamp White Oak Quercus bicolor TM Sentry Linden Tilia americana `McKSentry` UV American Elm Ulmus americana `Valley Forge` DECIDUOUS ORNAMENTAL TREE COMMON / BOTANICAL NAME MS Pink Spires Crab Apple Malus x `Pink Spires` MS2 Snowdrift Crab Apple Malus x `Snowdrift` SR Japanese Tree Lilac Syringa reticulata EVERGREEN TREE COMMON / BOTANICAL NAME AB Balsam Fir Abies balsamea PA Norway Spruce Picea abies PB Black Hills Spruce Picea glauca densata PW White Pine Pinus strobus TT Techny Arborvitae Thuja occidentalis `Techny` DECIDUOUS SHRUBS COMMON / BOTANICAL NAME FF Northern Sun Forsythia Forsythia x `Northern Sun` RG Gro-Low Fragrant Sumac Rhus aromatica `Gro-Low` SA Common White Lilac Syringa vulgaris `Alba` SV Common Lilac Syringa vulgaris VA American Cranberrybush Viburnum trilobum EVERGREEN SHRUBS COMMON / BOTANICAL NAME TI Green Giant Arborvitae Thuja x `Green Giant` PLANT SCHEDULE LIC. NO.DATE DANYELLE P. PIERQUET 49121XX/XX/XXXX 23860 LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OF - 05/15/2020 20-23860 30 LANDSCAPE NOTES & DETAILS ---- ---- 30 MEDINA MINNESOTA LANDSCAPE NOTES & DETAILS AET DPP DPP GENERAL PLANTING NOTES DECIDUOUS TREE PLANTING DETAIL SCALE: 1" = 1'-0" ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL CONIFER / EVERGREEN TREE PLANTING DETAIL SCALE: 1" = 1'-0" ROOTBALL DIA 1.5 X ROOTBALL DIA DEPTH OF ROOTBALL CITY LANDSCAPE REQUIREMENTS LIC. NO.DATE DANYELLE P. PIERQUET 49121XX/XX/XXXX SHRUB PLANTING DETAIL SCALE: 1" = 1'-0" ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL CONTAINER DIA 2X CONTAINER DIA SEEDING ESTABLISHMENT & MAINTENANCE TREES QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE AM 3 Green Mountain Sugar Maple 2" CAL B & B Acer saccharum `Green Mountain` TM AP 8 Emerald Lustre Maple 2" CAL B & B Acer platanoides `Pond` TM AS 13 Red Sunset Maple 2" CAL B & B Acer rubrum `Red Sunset` GI 21 Imperial Honeylocust 2" CAL B & B Gleditsia triacanthos inermis `Impcole` TM QB 3 Swamp White Oak 2" CAL B & B Quercus bicolor TM 28 Sentry Linden 2" CAL B & B Tilia americana `McKSentry` UV 14 American Elm 2" CAL B & B Ulmus americana `Valley Forge` EVERGREEN TREE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE AB 11 Balsam Fir 6` HT MIN Abies balsamea PA 12 Norway Spruce 6` HT MIN B & B Picea abies PB 2 Black Hills Spruce 6` HT MIN B & B Picea glauca densata PW 6 White Pine 6` HT MIN B & B Pinus strobus TT 5 Techny Arborvitae 6` HT MIN B & B Thuja occidentalis `Techny` ORNAMENTAL TREE QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE MS 14 Pink Spires Crab Apple 1.5" CAL B & B BRACE / STAKE Malus x `Pink Spires` MS2 8 Snowdrift Crab Apple 1.5" CAL B & B Malus x `Snowdrift` SR 27 Japanese Tree Lilac 1.5" CAL B & B Syringa reticulata DECIDUOUS SHRUBS QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE FF 24 Northern Sun Forsythia 3 GAL CONT 24" HT MIN Forsythia x `Northern Sun` RG 1 Gro-Low Fragrant Sumac 3 GAL CONT 24" HT MIN Rhus aromatica `Gro-Low` SA 20 Common White Lilac 3 GAL CONT 24" HT MIN Syringa vulgaris `Alba` SV 35 Common Lilac 3 GAL CONT 24" HT MIN Syringa vulgaris VA 17 American Cranberrybush 3 GAL CONT 24" HT MIN Viburnum trilobum EVERGREEN SHRUBS QTY COMMON / BOTANICAL NAME SIZE ROOT NOTE TI 51 Green Giant Arborvitae 3 GAL CONT 24" HT MIN Thuja x `Green Giant` PLANT SCHEDULE TURF RESTORATION QTY COMMON NAME SIZE 37,046 sf MnDOT 34-271 Wet Meadow South & West SEED 41,944 sf MnDOT 35-641 Mesic Prairie Southeast SEED 92,210 sf MnDOT 33-261 Stormwater South & West SEED 624,283 sf MnDOT 25-131 Low Maintenance Turf SEED PLANT SCHEDULE ELDNG COD DATA BUILDING OCCUF4NCY 4 OCCUF)4NT LOAD BASED ON THE 2020 MINNESOTA STATE BUILDING CODE TOWNHOUSES - MEADOW VIEW, MEDINA, MINNESOTA SINGLE FAMILY HOMES / EACH WITH MEANS OF EGRESS / FULLY SPRINKLERED TWO STORY BUILDINGS - 4 UNITS PER BUILDING JEFFERSON UNITS (END UNITS): TOTAL AREA IS 2,294 SQ. FT. INCLUDING THE GARAGE MADISON UNITS (INTERIOR UNITS): TOTAL AREA IS 2,153 SQ. FT. INCLUDING THE GARAGE OCCUPANCY CLASSIFICATION: IRC-3 TOWNHOUSE IN ACCORDANCE WITH TABLE 300.1 EACH TOWNHOUSE UNIT IS CONSIDERED A SINGLE FAMILY DWELLING AND A SEPARATE BUILDING IN ACCORDANCE WITH 1309.0202 SECTION 8202 OF THE MINNESOTA STATE BUILDING CODE REQUIRED UNIT SEPARATIONS THE UNITS ARE SEPARATED BY WALLS WHICH ARE CONTINUOUS FROM THE FOUNDATION TO THE TOP OF THE ROOF. THE WALLS ARE CONSIDERED TO BE EXTERIOR WALLS WITH A ZERO SETBACK FROM THE PROPERTY LINE AND MUST BE ONE HOUR RATED IN ACCORDANCE WITH TABLE 8302.1 ON THE MINNESOTA STATE BUILDING CODE. A TWO HOUR PROPRIETARY WALL SYSTEM IS BEING INSTALLED BETWEEN UNITS AS DETAILED ON THE PLANS. THE GARAGES ARE SEPARATED FROM THE RESIDENCES WITH GYPSUM WALL PANELS IN ACCORDANCE WITH IRC SECTION R302.6 VINYL LAP SIDING AND TRIM PER COMMUNITY SPECIFICATIONS ( INDEX: Al - COVER (BUILDING ELEVATIONS) A2 - FOOTPRINT (BUILDING FOUNDATION PLANS) 43 - JEFFERSON C2X - ELEVATIONS "" JC'I"CT_CCN MAIN ' C2X rCUNDATICN, UTTCT7 R2 T'LANC 45 - JEFFERSON C2X - FOUNDATION, MAIN t UPPER FLR PLANS (REVERSED) 46 - JEFFERSON C2X - SECTIONS AT - JEFFERSON D2X - ELEVATIONS A8 - JEFFERSON 02X - FOUNDATION, MAIN I UPPER FLR. PLANS D) AI0 - JEFFERSON D2X - SECTIONS All - MADISON C2X - ELEVATIONS 1'2 'TADICCN C2)< rCUNDAMIOI I, MAN • UTTCT7 PLR MLM)C 413 - MADISON C2X - FOUNDATION, MAIN 4 UPPER FLR PLANS (REVERSED) Al4 - MADISON C2X - SECTIONS 415 - MADISON D2X - ELEVATIONS 416 - MADISON D2X - FOUNDATION, MAIN 4 UPPER FLR. PLANS 'OUI4DATIOI, ':4E4oEf"CD) 11 MADICON D2X MAIN 1 UT'T'C-,'LR T'LANC AIS - MADISON D2X - SECTIONS 421 - DETAILS E22 - JEFFERSON C2X - ELECTRICAL E23 - JEFFERSON D2X - ELECTRICAL E24 - MADISON C2X - ELECTRICAL E25 - MADISON D2X - ELECTRICAL Fl - FIREPLACE OPTIONS SAI - SLAB ON GRADE FOUNDATION DETAILS 52 - MADISON BRACED WALL DETAILS 53 - JEFFERSON BRACED a TALL WALL DETAILS i.54 - GARAGE PORTAL WALL 4 CANOPY ROOF FRAMING DETAILS ROOF VENT INSTALLATION NOTES: I. ALL ROOF VENTS TO BE INSTALLED OVER 8" W. x 9" H. OPENINGS INTO THE ROOF SHEATHING. SOFFIT MATERIAL TO BE 10" AERATED. REFER TO SPECIFICATIONS FOR MANUFACTURER INFORMATION. 2. STANDARD LOCATION OF ROOF VENTS ON ROOFS TO BE 12" DOWN FROM THE ROOF RIDGE TO THE TOP OF THE 8"x9" OPENING. 3. ROOF SHEATHING TO BE REMOVED FROM UNDERNEATH OVER -FRAMED OR PERPENDICULAR ROOF SYSTEMS FOR PROPER AIR MOVEMENT. 4. NO ROOF VENTS, RADON PIPE EXHAUST, PLUMBING VENTS OR MECHANICAL VENTS WITHIN 4' OF PROPERTY/CENTER LINES BETWEEN UNITS. NOTE: WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE WITH R312.2 T Y RADON NOTE: LENNAR WILL BE INSTALLING A "PASSIVE RADON READY" SYSTEM. ALL FOUNDATION SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY 6 MIL POLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR PUNCTURES WILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BE SEALED USING POLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPENINGS. ALL SUMP BASKETS WILL HAVE SEALED LIDS. LENNAR WILL INSTALL A 3" GASTIGHT PVC PIPE, AND WILL BE CONNECTED TO THE DRAN TILE SYSTEM. USING A "T" FITTING, INTO THE DRAIN TILE SYSTEM. WE WILL USE THE SHORTEST ROUTE TO EXIT THE ROOF SYSTEM, WITH A MAX. OF 2 90 DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILL BE INSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED "RADON GAS VENT SYSTEM" AT ALL ACCESSIBLE LOCATIONS. ALSO, ALL RADON PIPES WILL BE LABELED AT ALL FLOORS FOR FUTURE REFFERENCE. AT ROOF EXIT LOCATIONS, WE WILL MAINTAIN A 10' DISTANCE TO ANY WINDOW LOCATION, 2' BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THE LOCATION OF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANY OBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY. LENNAR WILL INSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUST FAN ADDITION. SQUARE FOOTAGE: JEFFERSON END UNIT MAIN (C4D) 159 UPPER (C4D) 1141 TOTAL FINISHED 1906 GARAGE 425 MADISON INTERIOR UNIT MAIN (C4D) 121 UPPER (C4D) 1017 TOTAL FINISHED 1504 GARAGE 415 ❑❑ nnn❑❑❑❑❑ nnnnln❑nn .IC �E IC ❑I U ❑❑I nnn nnn❑nnnn nnnnnnnn u E1501 JEFFERSON C2X EB02 MADISON C2X EB02 MADISON D2X IF1ROH1f ELIEVATIION - 4 UNII7P SCALE: 3,16' • I'- 0" 13 II.TIIILI0I NO NOTE: SEE INDIVIDUAL ELEVATIONS FOR MATERIALS E1501 JEFFERSON D2X E1501 JEFFERSON D2X EB02 MADISON D2X EB02 MADISON C2X LRIEAIE ]ELIEVAA7fJION — 4 iU TIIT SCALE: 3/16" • I' 0" 13 YIELDING EB01 JEFFERSON C2X 1 z z W J 6 ®2- `MA»IM®N o 4 UNH'IC ER:1E Iii®11-d/1P IFIF L1NSO /I PROJECT ADDRESS: b LOT NO. BLOCK NO. ADDITION NO. PN: TITLE: COVER SHEET: A �� r IFIRc1 'li' IEILIEVATIIOH o 0.1EIFIFIEIRCS®N CC2 o ILLIF'1F SCALE: V4" . 1' x TA. PLATE ETA. SUBFL. T.O_ PLATE LAP SIDING I x TA. FON. 12 10� RRA D HEEL T.O. PLATE T.O. PLATE 6 T.O. FDN. 1:12 BOARD/BATTEN LAP SIDING I LAP SIDING 2 1 ROOF "FN,' 12 IC 1:12 0" TRIM a IC' TRIM 10" TRIM 4" TRIM YRONT ELEVATION e SEIFIF1EIRiSON CC2 e EIGHT SCALE: I/4" . I'- 0" L' C TRIM IM ADD FIRE SEPARATION TO SOFFIT AT LOT LINE -4 TA. DUBFL TA. PLATE T.O. FDN. m — LAP \ \I Im^ TRIM — 1m�rwn Im" TRIM + p" TRIM 6'-0„ II' -0" 4" TRIM 6 0 4 TRIM f _ 2 -6' 4X4 CEDAR BRACKETS--' — SEE SHEET ED . - BIDE IEILIEVA7fI1cN o d1IEIFIFIEIRSON CC2YY o ILIEIFT 10:12 LAP SIDING 2 SIDING I RAISED HEEL TA. PLATE LAP SIDING I 12 2-6 K i i 10" TRIM 4" TRIM 10 TRIM 10" TRIM J 4" TRIM R 0 6-0 6' 0,. 4" TRIM F Er Do m v a 4X4 CEDAR BRACKETS SEE SHEET S5 T.O. SUBFL. T.O. PLATE to. FDN. 5 SIDE ELEVATION - J EIFIFIEIP3S®N C2 e MIGHT SCALE: I/4" . I'- 0" „IA. PLATE m LAP SIDING 2 LAP SIDING I 4 x TO_ SUBFL. „ x TO. PLATE TA. FON. MINIMUM 12 I0� IREAJIR IEILIEVA7CIICN e S EIFIFIEIRSON C2X a EIGHT SCALE: I/4" . I'- 0" a' IP3IEAIR ELEVATION - aD EIFIFIEIMON CC2 o LENT' 12 10 4'-0" MINIMUM TA. PLATE LAP SIDING 2 C LAP SIDING I m T.O. DIIBFL.= PLATE TO. FON. 6 ®2-IyIIAICESON e a UNIFIC OWNERE 011-d11'L1P1PE1NSO /IE PROJECT ADDRESS: 0 0 i LOT NO. BLOCK NO. ADDITION NO. L PN: TITLE: ELEV SHEET: A 3J r • IFO11INTIDA ZION FLAN e S EIFIREIRS OH CC.2ff I6'-5 3/4" m9 Y m .D ry 4" CONCRETE 8LAB L — J SCALE: 1/4" • r. 0'• 12'-0x10-0" CONCRETE PATIO 32'-0" I. 8 GLG 4'-0" 41'0" - FLR clams-. @'.Q• MASA COL{PN TO CLG. _c.-36• A HALF WALL WI 2D. CAP1 MWiER MEifl2 LO RE a 2/0.3/0 CLOSET AFFA MANIAN1,%, MN FIXIICFS'. 3'-0" n' E/U 80E LOSER N2ET L - _ TORO. 6'_8" L - IEEE SHEET 54 FOR PORTAL WALL DETAIL 9'-5" 4'-3 3/4" I'-332' 15'-I 1/2" 1'-S NOTE. DIMENSIONS ARE FRAMING TO FRAMING e'-0 I/4" 2-3/4x5/0 8H 6' h X 5' vINrL PRIVAC r FENCE 10-6 3/4" 13/4 ELEC. METER FR-C/L 3 1/2". � — 1 • (2) 13/4"x9 I/2" LSL GREAT ROOM 8' LG. 16'-I 1/4" PLIIMBR 3 Hamra.D N CEILRY .GA LAT LL I" ARP FL 13'-S 3/4" M[ UTH MOOR FLAN e SIEIFIFIEI UN CC6X 32' 0 12) 13/4"x111/8" L9L IS' -I U2" SCALE: 1/4" I'- ®" 0 1/2" 10-2 3/4" MOTE• DIMENSIONS ARE FRAMING TO FRAMING 4'-4 3/4 PBLR/S 3'-5 1/4' CLEAR 2-2x10 23'-4 8'-6 I/2" 42" H, WALL SV II" WOOD CAP 2/022/0 FIX -220 2-200 /0x6/0 FIX/TEMP. 2/022/0 FIX !T • RO. 15 4" BELOW MORO .. - THE WIN?OW ABOVE) 2'-10 1/4"II 4'-0" I 4'-0" 4'-11 3/4" d 15'-10" 32'-0" 6'-0 1/2" FLOOR B 2668 3'-21/2" 2668 2/0x2/0 FIX 30_0" 14'-1" 8-6 1/4" OWNER'S SUITE CLG. 4' II 1/2" B7ThOILNERS CLG. ,iP, 24"TB DEO ROOM 03 CLG 3'-10" 3'-10" 32 -0" SCALE: 1/4" I'- 0" 3 3 UPPER IFILOOIP3 IPILAN e J EIFIFIEIR2ON CC2 3'-0" FR- 13/CL4" I 3/4" FR -CL J .. ❑ CI ❑ 5/ w w w w 3 m m> 0 0 W 18 ❑ ❑ c z rc z z W 50. DEVELOPMENT: MEADOW VIEW = (CMS LOT NO. BLOCK NO. ADDITION NO. L r 12'-0x10'-0" CONCRETE PATIO II VLIF 32'-0" EfI 1 I e II 1 1/2" M F-94" I - .�' J 4 1:= f • IIFF B m ,-, 4" CONCRETE SLAB _ m m F. \ 4" CONCRETE BLAB 1 2,, 0-6" � 1 RADON PIPE LOG 10'-0" 3'-9" y ' , 1-1-1 .� a_ I I 1 -, L J . 1 J r Jae 3 -i e�� 15'-I 1/2" M.O. I - 91 J 18:-9" A10 0 IF®NNIIDAF'ION 1P2LAN e SEIFIFIEMUI\T 1U2X SCALE: 1/4" • I'- 0" 1 3/4" FR-C/L 6'h X5' VINTL PRIVACY FENCE NOTE - DIMENSIONS ARE FRAMING TO FRAMING 3/4" 10'-6 3/4" FR-G/L ELEC. METER 3 1/2" 2-3/4x5/0 54 8'-0 1/4" (2) 13/4"x9 1/2" L5L ~•Ati4 o SA C 16'-I I/4" RIYBN MANIFOLD x8 STUDS /1±-113/ ELECTRICAL PANEL SHEE .-• IR_T E I.-' GA--• E INSU'•TEF ••- •=V.G E W/ -38 =. OLLN "SULA ON •. ALL RIDG..•• GAUL ION -•A AT T • RSID- OFF R T a SSE LI., OF OOR'= RD E- TRJ (2J 13/4'kII 1/8" LSL IEEE SHEET 54 FOR PORTAL WALL DETAIL/ 32'-0" MAIN IFIL®®IR ELAN e .D EIFIFIEIRIBON 1D2X 3055 LITE 31'-I I/4" 8'-0 1/2" 12" E"xE" PTA SR COLUMN TO CLG HALF WALL W/ LLD. CAP. RL9N SIR 1W IBS HALF WALL OR RAILING -PER SPEC" 5-11/4" 3'-IIg" 3'-I 3/4' 2/00/0 -cur 46v4FIX/TEMP. L aoxOUT 05,_ V NOTE' IRETEIERTA,„,..„a_ O EE NSTALLED 3 -0" TGRO.6'-9" 3'SEARNLEA02ND , J �r Ir ND NHN11WM p•MI YNE OF SHED ROOF ABOVE 15"-I 12" I'-37 ' 4'-3 3/4' 18'-I 1/2" 13'-8 3/4 SCALE: 1/4" • I'- 0•. 13/4" 3 1/2" FR-C1Z ry IL 14'-I 0'-6 1/4" 2-3/4x5/0 544 1;-(1," 6'-0 1/2 ±4,2/Er DIMENSIONS ARE FRAMING TO FRAMING 10'-2 3/4" I 23'-4 ,-1-11P GIRDER AT 5'-9 I/2" 13/e".9 I/2" L5 B' CLG 2'-10" 4' -II 1/2" SOUND INSULATE ALL WALLS IN NEON/LAM" R'I. /44. 5'-61/2"\2665 3'-212' LOOK B 5 OLLNER'SO —1 BATH B' CLG. 24"TB R/ 12x301 ATTICI L —J BEDROOM `3 8CLG. (2J 13/4"x9 1/2" LSL Y B 13 0 IL 665 V. Y B'-6 12" 24" TB LOS S54. 42. 14. WALL W/ II" WOOD CAP B .PN IY 2-3/4x5/0 94 1 3/4" FR -CL 1'-10 3/0" 10"-3 1/8" r 2-3/4 /0 9H (2 1 3/4"x9 1/2" LSL 18'-2 1/4 3'-®" 8' CLG 3'-10" / 3'-10" 1:_8" z 7.5.5 4'-4 3/4" DBLR/S S 3'-5 I/4" CLEAR 'ii'"0 T 0v 3'-0' 32'-0" tl 1UIPIFIEI3 IFILO®IR IPILAN e aIEIFIFIEM®N ➢D2X SCALE: 1/4" • I'- 0" M m ❑ ❑ w N V D o o CELT LC Z Z W 0 ®2,-IyIIAIID SON e 4 UNIFT OWNER:1CJ 13011-dJ1PJ1P1P1LRSO V/1L PROJECT ADDRESS: DEVELOPMENT: MEADOW VIEW = CMS LOT NO. BLOCK NO. ADDITION NO. PN: TITLE: PLANS SHEET: A1/48 1 XIV 32'-0" 4 ri r B • 1/2" E - 4" CONCRETE SLAB I 1/2',/- J I I/ I:. LIJ s E s Z, - I I -.I'{6" 1T-0.3'-6 1 I/2 ,.,_.. 1/2 4, § 6'-I 1/2" 4 I I 0 ° 13'-6' L' .. 11:_11" I �.. '.1.. C 6'. T. 6 2" m I 'I I: •./ .tip .. I - 1 -6 1 L I J 4" CONCRETE SLAB I I I 1 1 I . { —I ' L- _I " L jf I ' '///////1(i/////(( /////////////////A • T'-0" b'-0" IS' -I I/2" H YID. I' -1188u.1, 13,_0" 1('-104' 13:_0" 31'-0 IPOUN DA7IICN` FLAN MCCOWN (MX FR -CL -k - VINYL PRIVACY NCE 4'-10 1/5" 3/G4"AFSR-CL METER 3 1/2" CONCRETE PATIO 32'-0" S'-6 3/5 I2" CANT. ABOVE 0 5H 5/01(6/5 PATIO DR I 4 1( NV SNACK 10'-0 3/4" 3/4 LITE 12'-10 1/4' NOTE. DIMENSIONS ARE FRAMING TO FRAMING -I5" PLR TRUSS,. MAIN FLOOR PLAN e MA\IDESS®N CC2X 13'-S 1/4" ELECTRICAL 1-1 / PANEL RID• D AT E 00 RJSS 6' h X 5' VINYL PRIVACY FENCE 13/4"FR-CL (2) 1 3/4"x11T/B" LSL ISEE SHEET 54 FOR PORTAL WALL DETAIL 15'-I 1/2" 15'-10 1/4" SCALE: 1/4" • I'- V' WI if 13/4' FR -CL 0 32'_0„ ‘1176'-61/41' 12'-5" 12'-61/4" 6'-4" 6'-4" 6'-0" 6'-61/4" NOTE• DIMENSIONS ARE FRAMING TO FRAMING 5 :: 3:_S4:: 3'-5g" 5? Elk MY I I 3/4" FR -CL y/4 5/m 0H -I 13/4" FR -CL C n calm v R/9 2-3/4x5/0 eH GIRD. TRUSS . al f d 4'-a I/2" "x f2)13/4 91/2" LSL 3 / 4- 1(668 2668 Jm j P = BGLG. 42" HIGH x 5' ]x6 L/ WC, GAP FOR P I@ 3 1___J INSULATE IN Y m LLiLL U m `- r _, Ai RC 'U 1 SKTL.i § 6'44 3/4.2 MEGH L8 - QU84ER'S GUI ZJ A M1f. 11'-9" E' 76' _ B GLG. 12'-4 3/4" R E 41 b 41 RETURN FURN ..:......:.........:.:.FLOOR BPoC;.,,� 12I0 ,,. rc 1 ,n 0 6T is � .n a - OILNER'8 s1 - BATN L _ i r i - 3'-3" 3-3" I -- ` 5 1/2" 13'-5 I/2" m B' OLE. 2'-5 3/8 .—, m , 8,5 I/4" k T� 4'-0 /1/i6 11 11 i xE A L 6. _ B g 11'-6 3/8" y 1668 68 CO m O 26' i E. 6 O .gi® p a ` l iP li 30" V. - w 1 0 N 99 k5 ; Y \ i to h1 2/0x3/O FIX 2 Oxz/iO�HX m m 0 - g J /8 OBL. R -..1,-3 I/2" = R/8 1/2" 12-10 3/4" WOOD TOP BOX OUT 0 - 2l xulm m O Al Y i I vmERTRi'< rl2 0 2/22m ;1 #1 3/4" FR -CL NOTE: SHEATH 5150041 BUMP OUT WITH 030 r 2-3/4-/0 : 8H FIXEDI?B'1P. 3/4" FR G a' -I 1n^ 1( a' -I 1/2" �a'-a In":1, 6'-10 1/4" 4'-6 1/4" 6'-6" 1'-10" 16 5'-3" 9'-2 3/4" 12'-10 1/4" 15'-10 1/4" 31'-0" 4 Eh 010 TV 3 UTTER IFILG®IR FLAN e CC2 KALE: 1/4" • 1'- 0" J te z z W a DEVELOPMENT: MEADOW VIEW = CMS LOT NO. BLOCK NO. ADDITION NO. L PN: TITLE: PLANS SHEET: A 1 3 0 32'-0" 1217 z .t. I, 121' . 112" I I I s 4" CONCRETE SLAB 11/2 III I I 1 I III/2" 11:_0" 1 I I :_4,"i . i �- I I a 6'-I 12" 4 i'-6 12" k C I 11'-11" v ®. 3-6" I I n A N 6 k �.. 4" CONCRETE BLAB r — I� I L J J .• L J E FI YY-10'n 1,I'-11 " 15'-I 12" M.O. p 6,0" T: ®�� I 19'-0" 13'-0" 32'-0" A18 YOILINIEDATION FLAN e MIAdDI[SON 12X SCALE: VW • I' V'' 1 3/4 FR -CL CONCRRETEETEPATIO 32'-0" 6' h X5' VINYL PRIVACY FENCE MOE• AM DMINGBIO FRARE AMING TO FR NG 2 MAIIN IFILO®IR PLAN e MAIDEOGN ID2X 9'-6 1/2" 13/4" FR -CL rLEC. METER I - I A/C li L 2-3/4x3/0611 46" FLR 118.18S -A.- 13,8 1/4" ELECTRICAL PANEL II'- 1/4 +LA L00 ABV R-3BL • ' INSU M. "+TAL ATI• BOA -+• IEOx-OUT ABOVE A 3104 I" R1 AT LOO [SEE SHEET 54 FOR PORTAL WALL DETAIL 15.-11/2" 18'-10 1/4" SCALE: I/4" • I'- 0" 81-6 3/8" 12" CANT. ABOVE 6/0x6/8 PATIO DR f IG° FLR TBJS&- RWx 3R GIR VINYL PRIVACY FENC 4'-10 1/8" 13/4"GF CL IT8 MET R -I II 3 6 L BNACK 12" / 10'-0 3/4" I 1'-5"I, 4' 6 -0' 2'-4 6'-9 I/2" 3'-2 1/8" 12'-10 1/4 668 -242 3'-1 3/8" 6'-10 1/4 32'-0" 2 I 12-6 1/4" 12'-8" 6'-6 1/4 A18 6'-6 V4" 6'-0 orMENS" 1Jj I 5 " 3'-5 3'-5 " 5 NDTE• ARE " FRAMING TO FR41'1ING 1 3/4" FR -CL I / 3/4x5/0 814 3/4" FR -GL- I 1 C I 2-3/425/0 8H x R9 �� \'ems 2) 3/4"z9 I/3" L8L — - h. - / 5/15013/88 4'-212" r ---w-' 3 4 �l e X 2668 2668 �•TENJLNDRYI.3 C I m 8' CLG.H=4.._� BEDR "� D % OUNER$ SUITE aa 5 G �__ l4 . m v e'CLG. I2'-4 3/4" : - C 1, of F J \ I I ' -9" 60UND INSULATE WALLS N MECN/LAUND T3.' 'ar_ � 4 BKTL v 33 I ui 3 16' 9/4"44' " S au" - U p �3 RETURN a3 1.3Ef. FURN 2660 1,0" 2'-10" RNR BFdC ; FLOOR BRK C v a ' I i m _ I ). " v m a 2 e: 1 0/ 0 m dI cC�. 0 I s r _ 0 a OUNER'5 BATH u u _ Iv r' J 8'CLG. cc i n3 Ii I �0 �/ yl 13'-5 IC" 5 12" 3'-3" < i i 2' S 3/8" 4'-0 1/4" r.. 8'-5" m r1gL[ 1 r' ,® Q 2x6 WALL 11 ' 6 3/8' 24 TB /�r1 C Qr K M1'a°6 I' 0 ''% ' VAN. 8 Q yT e ill 45 ���������p,�p.• BJLIGG ,GLG. - BEDROOM "3 ' 8' CLG. a 7TPO I \ L DBL. 18/8 0 8 2/023/0 FIX 2/0x3/0 b FIX : 2I xim Tx m R/ + 3 12" E 4 -II" 12'-10 3/4" a I / NOTE: SUt WINEATNTHWINDOW f BUMP O OBB I .8 E e WOGV TOP BOX OUT I I. \m, mT aTr -\ tFR3/L 1,54". 2-3/449/0 1 -915/8" I _5�' I I 1 74" FR-CL/4" 5:-4° 5:_4' 4'-01/8" 10'-8" 4-I 12" 1'-10"I 6'-6" 4'-61/4" 18'-10 1/4" ddd 12'-10 1/4" I. 32:_0: e e UPPER IFILOGIE ELAN e `MIAdDIIlcN 1Drf SCALE: 1/4' • I'- O" I z z W ®2, -MA I ll ON e 4 UNIT OWNER) ©1J?' IJFIP1PJ1ikso V/E N N a 0 O 0 U O CC DEVELOPMENT: MEADOW VIEW m CMS LOT NO. BLOCK NO. ADDITION NO. P N: TITLE: PLANS SHEET: A 1 6 ELEC. METER JTIEIFIFIEIRBON CCU Y o MAHN IFILOOIR IEILIECC7TIRIICCAIL o LEFT 3 aEIFIFIEIRCON CC2 o MAEN 1FLLOO)R ELECTRICAL a RESET SCALE: INF . I' - 0' SI!]EIFIFIEIM®H CC2X UPPER IFILOO2 ]EILIECCTIEICCAIL LEFT SCALE: 1/4' . I' - 0" ELECTRICAL PANEL FIXTU ROUGH -IN CAPPED GAS METER N QUEST AEA GAS FIXTURE ROUGH -IN CAPPED #0 15TH ELEC. METER ENE� LECTRICAL PANEL JIIEIFIFIEIEBON CU. o UPPER FLOOR IEILIECCTIERCAIL o MIGHT SCALE: ELECTRICAL KEY * DUPLEX CONVENIENCE OUTLET • DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET *,,,,,.DUPLEX OUTLET <GROUND FAULT PROTECTED) js HALF -SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH i�'s THREE-WAY SWITCH 3 FOUR-WAY SWITCH 4- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE isF • LIGHT FIXTURE WITH PALL CHAIN FLOURESCENT LIGHT FIXTURE • EXHAUST FAN ® CHIMES • SMOKE DETECTOR • CARBON MONOXIDE DETECTOR Q THERMOSTAT ELECTRIC PANEL • MULTI -MEDIA JACK LED FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT EYE BALL FIXTURE GENERAL NOTE: THIS ELECTRICAL PLAN MAY VARY DEPENDING UPON PLUMBING AND HEATING PIPE LOCATIONS AND WOOD FRAMING MEMBERS SUCH AS JOISTS, TRUSSES AND STUDS. REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCE ELECTRICAL AND/OR GAS HOOK-UP REQUIREMENTS, THIS INCLUDES BUT IS NOT LIMITED TO WASHER DRYER RANGE/COOKTOP, MICROWAVE, OVEN AND/OR ADVANTIUM (WHERE APPLICABLE) DISHWASHER AND REFRIGERATOR K Q Z Z W V(U DEVELOPMENT: LOT NO. BLOCK NO. ADDITION NO. L PN: TITLE: ELEC SHEET: E 2 2 r 4UIEIFIFIEIRSON is e MAIN FLOOR ELECTRICAL e LEFT' SCALE: I/4 . - 0" z SIEIFIFIEIRSON ID 2YY e UPPER EIR 51002 'ELECTRICAL e IL1EIETI SCALE: 1/4' I' - 0" H.B/ ELECTRICAL PANEL 3 S EIFIFIEIRSSON IID2Z e MAIN FLOOR ELECTRICAL e IRII CIH[TI SCALE. I/4 . I' - 0" - CEILING FAN W/ LIGHT JPEDROOPI '3 8' GLG. O 4 0IEFIFIEIRSON IID2'X e UPPER IFILOCIE ELECTRICAL e EIGHT SCALE: 1l4' • I. - 0" ELECTRICAL KEY lIgc DUPLEX CONVENIENCE CUTLET ▪ DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET H9%,,,DUPLEX OUTLET (GROJNO FAULT PROTECTED) Qc HALF -SWITCHED DUPLEX OUTLET i IS Y DUPLEX OUTLET IN FLOOR 110 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LED FIXNRE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT EYE BALL FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLOURESCENT LIGHT FIXTURE • EXHAUST FAN ® CHIMES ® SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR pT THERMOSTAT ELECTRIC PANEL ® MULTI -MEDIA JACK GENERAL NOTE: THIS ELECTRICAL PLAN MAY VARY DEPENDING UPON PLUMBING AND HEATING PIPE LOCATIONS AND WOOD FRAMING MEMBERS SUCH AS JOISTS, TRUSSES AND STUDS. REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCE ELECTRICAL AND/OR GAS HOOK-UP REQUIREMENTS, THIS INCLUDES BUT IS NOT LIMITED TO WASHER DRYER RAGE/COOKTOP, MICROWAVE, OVEN AND/OR ADVANTIUM (WHERE APPLICABLE), DISHWASHER AND REFRIGERATOR ❑❑❑ w 3 N yr rn ❑ ❑ ¢ K K ®2,-IyIIAIID SON e 4 UNIFT OWNER:1CJ 13011-dJ1PJ1P1P1LRSO V/1L PROJECT ADDRESS: DEVELOPMENT: MEADOW VIEW = CMS LOT NO. BLOCK NO. ADDITION NO. PN: TITLE: ELEC SHEET: E23 r I`�[AIDIIS N C2X MAIN IFILOOIP3 ELECTRICAL o ILIEIFZP ("GALE: 1/4' • I' - O• I F z MAE:NISCH CC2YY e UPPER IFILOOJE IEILIECCTIP?IICCAIL o ILIEK' SCALE: 1/4' • I. 0" 3 MAE:N ON CC2X IFILOOIP3 IEILIECCJrIRIICCAIL o EIGIBI7P < MAIDESON CC2}Y e NIPIP'IEIR IFILOOLQ IEILIEfC71'IEECCAIL o IRIlGIF1 T SCALE: 1/4' • I' - 0. ELECTRICAL KEY lIgc DUPLEX CONVENIENCE OUTLET I. DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET Hy/r DUPLEX OUTLET (GROUND FAULT PROTECTED) Qc HALF -SWITCHED DUPLEX OUTLET I �p< DUPLEX OUTLET IN FLOOR DO VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LED FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT EYE BALL FIXTURE - LIGHT FIXTURE WITH PULL CHAIN FLOURESCENT LIGHT FIXTURE ® EXHAUST FAN ® CHIMES • SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR pT THERMOSTAT ELECTRIC PANEL ® MULTI -MEDIA JACK GENERAL NOTE: THIS ELECTRICAL PLAN MAY VARY DEPENDING UPON PLUMBING AND HEATING PIPE LOCATIONS AND WOOD FRAMING MEMBERS SUCH AS JOISTS, TRUSSES AND STUDS. REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCE ELECTRICAL AND/OR GAS HOOK-UP REOUIREPIENTS, THIS INCLUDES BUT IS NOT LIMITED TO WASHER DRYER RANGE/COOKTOP, MICROWAVE, OVEN AND/OR ADVANTIUM (WHERE APPLICABLE), DISHWASHER AND REFRIGERATOR ❑❑❑ Z w 3 N VI N ❑ ¢ K K ❑ ®2,-IyIIAIID SON e 4 UNIFT OWNER:1CJ 13011-dJ1PJ1P1P1LRSO V/1L PROJECT ADDRESS: DEVELOPMENT: MEADOW VIEW = CMS LOT NO. BLOCK NO. ADDITION NO. PH: TITLE: ELEC SHEET: E24 ,ELEC,METER A/C FIXTUREO ROUGH -IN CAPPED � L ELECTRICAL PANEL 1 MIAIDIIIScN TUX e MAIN IFILGED.R ElLECTEICCAL e LEFT 3 MIA EDESON 12YY e MAIN IFIL ITIE IEILIECCTI ECAIL e ZEGIHI7P SCALE: 1/4' • I. - 0" GAS METER 6.. MTAIDI[ISON IID7 Y o NIPIPIEIE IFILOO1 IEILIECCT:EECCAIL o ILIEIF7P SCALE: I/4' • I' - 0" GAS METER CAPPED LIGHT SCALE: I/4' • I' - 0" ELEC. METER_ A/C m / ELECTRICAL PANEL A MIATDITa:DM o UPPER I'1O 1p3 IEILIECCTMECCAIL a 2E0E7 SCALE: I/4' • I' - 0" ELECTRICAL KEY p DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET IQyy DUPLEX OUTLET (GROIND FAULT PROTECTED) y� 3 p9 0 HALF -SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LED FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT EYE BALL FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLOURESCENT LIGHT FIXTURE ▪ EXHAUST FAN ® CHIMES ® SMOKE DETECTOR • CARBON MONOXIDE DETECTOR OT THERMOSTAT ELECTRIC PANEL ® MULTI -MEDIA JACK GENERAL NOTE: THIS ELECTRICAL PLAN MAY VARY DEPENDING UPON PLUMBING AND HEATING PIPE LOCATIONS AND WOOD FRAMING MEMBERS SUCH AS JOISTS, TRUSSES AND STUDS. REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCE ELECTRICAL AND/OR GAS HOOK-UP REQUIREMENTS, THIS INCLUDES BUT IS NOT LIMITED TO WASHER DRYER RANGE/COOKTOP, MICROWAVE, OVEN AND/OR ADVANTIUM (WHERE APPLICABLE), DISHWASHER AND REFRIGERATOR Vr DEVELOPMENT: LOT NO. BLOCK NO. ADDITION NO. L PN: TITLE: ELEC SHEET: E 2 5 Lennar – Meadow View Townhomes Page 1 of 4 July 15, 2020 Rezoning and Preliminary Plat Park Commission Meeting MEMORANDUM TO: Park Commission FROM: Dusty Finke, Planning Director DATE: July 8, 2020 MEETING: July 15, 2020 Park Commission SUBJ: US Home Corp. (Lennar) – Meadow View Townhomes – N of Hwy 55 – S of Meander Rd., W of CR116 – Rezoning and Pre Plat Review Deadline Application Received: Review Deadline: September 15, 2020 (rezoning); October 20, 2020 (preliminary plat) Summary of Request Lennar (US Home Corporation) has requested a rezoning and preliminary plat for a proposed 125-unit townhome development south of Meander Road, west of CR116 and north of Hwy 55. An aerial of the site and surrounding property can be found below. The aerial shows existing land uses and describes planned land uses as follows: • Subject property is approximately 20 net acres and is currently farmed • The Fields of Medina neighborhood is located to the north and zoned R2 • Property to the south and west is guided for future Commercial development • 125 townhomes • 27 buildings • 20 net acres Lennar – Meadow View Townhomes Page 2 of 4 July 15, 2020 Rezoning and Preliminary Plat Park Commission Meeting The site includes a large wetland to the east and south of the existing field. There are also areas in the field which have been designated as wetland. Preliminary Plat/ Site Plan The applicant proposes 125 “rowhome” style townhomes amongst 27 buildings. The proposed buildings contain 3-6 units, with most building containing 4 or 5 units. The R3 districts permits townhome buildings with up to six units. Access is proposed to Meander Road at the intersection with Jubert Drive and a second entrance is proposed to future Tamarack Drive. The following compares the proposed to the R3 district requirements. It appears that the proposed development meets the dimensional requirements of the district. R3 Requirement Proposed Townhomes Minimum Net Area per Unit 6,222 s.f. 6,970 s.f. Maximum Net Area per Unit 8,700 s.f. 6,970 s.f. Minimum Setback from Perimeter 20 feet 40 feet Local Road Setback (Meander and Tamarack) 40 feet 40 feet Private Road Setback 25 feet 25 feet Minimum Distance Between Buildings 30 feet 30 feet Max. Hardcover – total 50% 34% (36% of upland) Outlot A contains the existing farmstead and various farm buildings. Outlot A was reviewed to ensure that the remaining land met the dimensional standards of the RR-UR zoning district. RR-UR Requirement Outlot A Minimum Gross Area 20 acres 33.17 acres Minimum Lot Size 5-acre contiguous suitable 5.14 acres Minimum Lot Width 300 feet 1448 feet Minimum Lot Depth 200 feet 697 feet Minimum Front Setback 50 feet 72 feet Minimum Rear Setback 50 feet >300 feet Minimum Side Setback 50 feet 135 feet (west) >1000 feet (east) Maximum Impervious Surface 20% < 2% Tree Preservation, Buffer Yard and Landscaping The subject site is almost entirely farmed and contains six trees along the western portion of the field which are proposed to be removed. Replacement of 53 inches is required. A bufferyard with an opacity of 0.2 is required along Meander Road because the property to the north is a less-intensive district. The minimum landscaping requirements of the R3 district are based on the perimeter of the development site and requires a minimum of 99 overstory trees, 49 ornamental trees, and 148 shrubs, plus additional trees for replacement. The proposed landscaping plan meets these minimum requirements. Lennar – Meadow View Townhomes Page 3 of 4 July 15, 2020 Rezoning and Preliminary Plat Park Commission Meeting Wetlands and Floodplain A large wetland is located east and south of the subject site. Narrow “fingers” of this wetland extend north into swales in the farmed portion of the property as well. The concept plan shows approximately 4,860 square feet of wetland impacts. These impacts are proposed on the ends of the comparatively lower quality narrow wetlands which extend into the farmed portion of the site. The applicant proposes to mitigate these impacts by purchasing wetland credits. The replacement plan is under review, and staff recommends any action be conditioned upon approval of the replacement plan. The large wetland is classified as a Manage 1 wetland, requiring an average buffer 30 feet in width. The applicant has provided a 35-foot wide buffer to meet Elm Creek Watershed rules. The wetland in the middle of the site is a manage 2 wetland, requiring a buffer of 25 feet. Staff recommends a condition requiring implementation of these buffers. A floodplain is located within and adjacent to the large wetland to the east and south of the subject property. Elm Creek Watershed has modeled this floodplain at an elevation of 980.4. It does not appear that the development would impact any floodplain areas. Transportation The applicant proposes two entrances to the neighborhood. One entrance is proposed on Meander Road, at the existing intersection with Jubert Drive. A second entrance is proposed on the west of the site to future Tamarack Drive. The applicant proposes all private streets throughout the development. The City’s past practice has been to encourage private roadways in the interior of townhome developments. Street maintenance, especially snow plowing, is a challenge on streets with a lot of townhome driveways. Depending on the scale and layout of a development, staff believes there may be some situations in which a main roadway through a development should be public, connecting other private roads which provide access to individual units. In this case, staff find it appropriate for all streets to be private as proposed. The City is currently completing a transportation study for area for the future construction of Tamarack Drive, which is planned to extend north and south of Highway 55 to serve the subject site and other development property in the vicinity. The study will be presented to the Council on July 21. Because there are multiple owners and land uses along this corridor, the study anticipates that construction of Tamarack Drive will likely be phased and constructed in pieces along with adjacent development. The study examined how much traffic would be necessary to warrant the traffic signal on Highway 55 and how the existing transportation improvements in the area would be impacted. The study concludes that the full access (traffic signal) at Tamarack and Highway 55 would be justified at a volume of 3100 trips/day on Meander Road, and that the existing system could accommodate that volume of trips. Over this amount, improvements would be necessary. Existing traffic volumes (900 trips/day) plus the additional traffic from this residential development (1010 trips/day) is projected to be below this threshold. Lennar – Meadow View Townhomes Page 4 of 4 July 15, 2020 Rezoning and Preliminary Plat Park Commission Meeting The current application proposes to subdivide the property east of Tamarack Drive. In additional to development of the northern portion of the site, the southern portion is proposed to be platted as a separate outlot and would need to be re-platted for future commercial development. Staff recommends that, at the very least, the following be required as a condition of this subdivision: 1. Dedication of all necessary right-of-way from the subject property, from Meander Road all the way to Highway 55. 2. Tamarack be constructed adjacent to the portion of this site currently be developed with townhomes, subject to provision of right-of-way by the property owner west of Tamarack. Right-of-way is not in place for the western portion of Tamarack. Staff recommends construction adjacent to the residential development if the owner provides the right-of-way. 3. Financial obligations towards the traffic signal and turn lanes at Highway 55 be secured from the residential development. Park Dedication Park dedication for the entire property was required when the portion which now contains the Fields of Medina neighborhood was platted. 10% of the buildable portion of the entire property was deeded to the City for the Park at the Fields of Medina. The applicant proposes a system of private trails through the neighborhood and a public trail along the eastern side of future Tamarack Drive. The north-south trail is consistent with the City’s Park and Trail plan (attached for reference). The trails are intended to be amenities to provide additional density as described by the R3 zoning district. The applicant originally offered to construct the trail along the south side of Meander Road to Jubert Drive and dedicate it to the City as a public trail as well. Feedback from the Park Commission during the Concept Plan Review was that this trail would mostly serve residents of the townhome neighborhood and should remain private. Since the trail is going to be private, the applicant relocated it more central to the neighborhood. The proposed private trails are located partially within required wetland buffers. Staff recommends a condition that these locations be updated. Averaging the width of the wetland buffer may also be an option. Staff Recommendation Staff seeks Planning Commission feedback on the proposed trail amenities. The applicant proposes to give the trail along the west of the neighborhood (on the east side of future Tamarack Drive) to the City as a public trail. Remaining trails are proposed to be private for the residents of the neighborhood. Staff’s impression is that this is consistent with the feedback from this spring. If that is the case, staff would recommend the following motion: Motion to recommend that the City accept the trail along Tamarack Drive as a public trail. Attachments 1. Applicant Narrative 2. Townhome Information 3. Plans and Plat 4. Parks and Trails Map May 15, 2020 Dusty Finke, AICP Planning Director, City of Medina RE: Meadow View Townhomes Preliminary Plat Dear Dusty, Please consider this narrative our update to Meadow View based on input and information received from the Planning Commission, Parks Commission, City Council, and City staff. An engineering response from ISG is incorporated behind this cover letter to address previous staff comments that apply to the enclosed site plan. While the overall intent of the project remains to construct townhomes on the subject property, several elements of the previous proposal are now being changed. A description of these items is below: 1. PUD Request - Based on input and concerns voiced at the 4/14/2020 Planning Commission Meeting and 4/21/2020 Council meeting, we hereby withdraw our request for a PUD. The community is being designed in accordance with R3 zoning standards. All R3 minimums are being adhered to and we are requesting a Rezoning to R3 for the entire project. 2. Land Use & Density – Per the 4/14/2020 Planning Commission Staff report, the newly proposed density and unit count is 6.25 units per acre and 125 townhomes, respectively. This should alleviate some of the density concerns voiced by City officials and neighboring residents. 3. Open Space & Trail - The open space corridor and trail has been shifted to the south side of Meander Road, and will be designated as a public trail for public use and maintenance. Screening is being shown in the form of additional landscaping and some berming along Meander road, per the requests of City officials and residents of The Fields of Medina. Overall green space in the community is 13.79 acres, meaning that over 66% of the site is now greens pace. It was also confirmed that open space obligations have been satisfied for this area. As such, no additional open space features are proposed. 4. Architecture – By eliminating the PUD request, Lennar can move forward with our standard architecture designs, colors, and materials. Primary exterior materials consist of vinyl with LP trim around windows. Stone accents are proposed on the fronts of the homes with decorative gables and dormers for some articulation. Additionally, all garages are being modified to bring the fronts out by 2 feet to get to the 400’ garage minimum square footage prescribed by ordinance. 5. Traffic – Traffic was a concern that was brought up by City staff, City officials, and neighboring residents. Based on ITE Trip Generation Rates, we believe that a townhome community with a total of 125 dwelling units will generate approximately 70 new trips in the morning, 84 new trips in the evening, and 904 Average Daily Trips (ADT). It should be noted that MnDOT’s thresholds for requiring a traffic study is is based on the following trip counts: • 250 new trips in the morning • 250 new trips in the evening • 2,500 new trips throughout the day Many cities and counties refer to it when deciding when to require a traffic impact study. A townhome community of 125 dwelling units is well below MnDOT’s thresholds for requiring a traffic impact study. Typically using this criteria, a traffic study should be considered for multi-family housing development of 340 or more dwelling units. We hope the City will acknowledge that Lenna used input from City Staff, Planning and Parks Commissions, and City Council and incorporated it into what we feel will be a great townhome neighborhood in the City of Medina. We had great success with our townhomes at the Enclave and recognize a market need that we believe we can contribute to fulfilling. Please contact me with questions as we continue moving forward with Meadow View. Regards, Paul J. Tabone Land Entitlement Mgr Lennar Minnesota LENNAR.COM LENNAR®The Jefferson Colonial Patriot Collection 952-373-0485 16305 36th Ave. N. Suite 600, Plymouth, MN 55446 Elevations of a home may vary and we reserve the right to substitute and /or modify design and materials, in our sole opinion and without notice. Please see your New Home Consultant and home purchase agreement for actual features designated as an Everything’s Included feature, additional information, disclosures, and disclaimers relating to your home and its features. Plans are artist’s renderings and may contain options which are not standard on all models. Lennar reserves the right to make changes to plans and elevations without prior notice. Stated dimensions and square footage are approximate and should not be used as representation of the home’s precise or actual size. Any statement, verbal or written, regarding “under air” or “finished area” or any other description or modifier of the square footage size of any home is a shorthand description of the manner in which the square footage was estimated and should not be construed to indicate certainty. Garage sizes may vary from home to home and may not accommodate all vehicles. Visit Lennar.com or see a Lennar New Home Consultant for further details and important legal disclaimers. This is not an offer in states where prior registration is required. Void where prohibited by law. †Source - BATC, 2017 Top 25 Builders List. Copyright © 2019 Lennar Corporation. All rights reserved. Lennar, the Lennar logo, Everything’s Included and the Everything’s Included logo are U.S. registered service marks or service marks of Lennar Corporation and/or its subsidiaries. U.S.Home Corporation d/b/a Lennar – Lennar Sales Corp. Seller’s broker. U.S. Home Corporation, BC001413 Construction License. CalAtlantic Group, Inc. Seller’s broker. CalAtlantic Group, Inc. BC736565, BC700385 Construction Licenses. (10150) 03/29/19  Main Level Upper Level 1,906 Sq. Ft. • 2 Stories • 3 Bedrooms • 3 Bathrooms • 2 Car Garage LENNAR.COM LENNAR®The Jefferson Colonial Patriot Collection 952-373-0485 C D 2 Stories | 3 Bedrooms | 3 Bathrooms | 2 Car Garage 1,906 Sq. Ft. LENNAR.COM LENNAR®The Madison Colonial Patriot Collection 952-373-0485 16305 36th Ave. N. Suite 600, Plymouth, MN 55446 Elevations of a home may vary and we reserve the right to substitute and /or modify design and materials, in our sole opinion and without notice. Please see your New Home Consultant and home purchase agreement for actual features designated as an Everything’s Included feature, additional information, disclosures, and disclaimers relating to your home and its features. Plans are artist’s renderings and may contain options which are not standard on all models. Lennar reserves the right to make changes to plans and elevations without prior notice. Stated dimensions and square footage are approximate and should not be used as representation of the home’s precise or actual size. Any statement, verbal or written, regarding “under air” or “finished area” or any other description or modifier of the square footage size of any home is a shorthand description of the manner in which the square footage was estimated and should not be construed to indicate certainty. Garage sizes may vary from home to home and may not accommodate all vehicles. Visit Lennar.com or see a Lennar New Home Consultant for further details and important legal disclaimers. This is not an offer in states where prior registration is required. Void where prohibited by law. †Source - BATC, 2017 Top 25 Builders List. Copyright © 2019 Lennar Corporation. All rights reserved. Lennar, the Lennar logo, Everything’s Included and the Everything’s Included logo are U.S. registered service marks or service marks of Lennar Corporation and/or its subsidiaries. U.S.Home Corporation d/b/a Lennar – Lennar Sales Corp. Seller’s broker. U.S. Home Corporation, BC001413 Construction License. CalAtlantic Group, Inc. Seller’s broker. CalAtlantic Group, Inc. BC736565, BC700385 Construction Licenses. (10067) 02/07/19 PATIO 2 CAR GARAGE GREAT ROOM DINING ROOM KITCHEN FOYER PORCH 18' x 20' 13' x 14'8' x 15' 9' x 14' UPPA N T R Y DW OPT FIR E P L A C E RE F . PWDR CO A T S BEDROOM 2 LOFT BEDROOM 3 LA U N D R Y / ME C H 12' x 12' 12' x 14' W.I.C. W.I.C. 13' x 11' 13' x 12' BATH OPT.W OPT.D WH RETURN FURN LIN E N DN OWNER'S SUITE OWNER'S BATH Main Level Upper Level 1,804 sq. ft. • 2 Stories • 3 Bedrooms • 3 Bathrooms • 2 Car Garage LENNAR.COM LENNAR®The Madison Colonial Patriot Collection 952-373-0485 C D 2 Stories | 3 Bedrooms | 3 Bathrooms | 2 Car Garage 1,804 sq. ft. K:\016380-000\Admin\Docs\016380_Programming Meeting Notes.docx 70 1 X E N I A A V E N U E S | SU I T E 3 0 0 | MI N N E A P O L I S , M N | 55 4 1 6 | 76 3 . 5 4 1 . 4 8 0 0 | WS B E N G . C O M Memorandum From: Candace Amberg, WSB Re: Hunter Field Park Planning WSB Project No. 016380-000 Park Planning Notes • Parking Lot: keep current size, allow for potential future expansion • Stormwater lines run between ballfield and parking lot and then between parking lot and tennis court • Ball Field: look at new orientation to allow for multi-use space (soccer, lacrosse, etc.) • Smaller field sized for LL and up to Babe Ruth (13); currently 300’ and John Jacobs is contact • Location for ballfield storage shed • Tennis, potential for pickleball overlay • Playground is too hidden • Not sure if volleyball is used much • Add another shelter so more families can use at once • Potentially reuse existing shelter • Lawn area behind playground are not used much and the shade results in mosquitos • Restore creek – some clearing has occurred along the creek to open views and get rid of invasives and dead/dying trees • Old bridge hidden in woods • Newer bridge over creek, still looks a little older • Natural trail possibility to connect to prairie area • Prairie underused – neighbors may prefer low use • Natural play elements possibility in prairie area • No other trail connection to prairie area other than from main park location • Possible enhancements to prairie to attract birds and butterflies • Owner north of ballfield indicated potential to purchase their property • Look at August meeting to review concept plans June 22, 2020 Page 2 K:\016380-000\Admin\Docs\016380_Programming Meeting Notes.docx Project Schedule Dates Tasks Meetings June 22 – June 26 Programming, analysis, data collection and basemap June 29 – July 10 Development of 2-3 concept plans July 13 – 17 Concept Plan review with City July 20 – 24 Prepare / refine concept plans based on city feedback July 27 – Aug 9 Social Pinpoint Community Engagement Aug 10 – 14 Review engagement results with City Aug 19 Parks Commission Mtg (review concept plans and engagement results) Aug 20 – 31 Preliminary Master Plan and estimate Sept 1 – 4 Preliminary Master Plan review with City staff Sept 8 – 15 Refinements to Preliminary Master Plan & estimate Sept 16 Parks Commission Mtg (review Preliminary Master Plan) Sept 17 – 25 Final Master Plan & estimate Sept 28 – Oct 1 Master Plan review with City Oct 7 Council Mtg to adopt plan (by City) June 22, 2020 Page 3 K:\016380-000\Admin\Docs\016380_Programming Meeting Notes.docx Parks Commission: 3rd Wednesday • July 15 • Aug 19 • Sept 16 City Council: 1st and 3rd Tuesdays • July 21 • Aug 5 • Aug 18 • Sept 15 • Oct 7 • Oct 21 C'' M70! \ a 11 MIL v / \ EXISTING EQUIPMENT WIEN 7 HO Y1 oEXISTING EQUIPMENT REMOVE EXISTING CURB LINE SCALE IN FEET: 5' 10' 20' CONTAINER DETAILS TOTAL AREA 2819 SF TOTAL ADDITIONAL 271 LF EDGING EDGING TYPE CONCRETE 5-12 AREA (TOTAL ELEVATED PLAY COMPONENTS 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 BE9V8@ 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 0 AEMED 0 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 13 BEOIBBED 0 sOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 10 MOM 10 flagship ecreation FLAGSHIP RECREATION 11123 UPPER 33RD ST N LAKE ELMO, MN 55082 763-550-7860 FLAGSHIIPPPLLAAY.COM VVVU landscape structures THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FOR AGE RANGES AS NOTED ON PLAN. LAKESHORE PARK PLAYGROUND OPT 1 2975 LAKESHORE AVE MEDINA, MN SALES REPRESENTATIVE: BRETT ALTERGOTT DESIGNED BY: ELM 7/8/20 •w.rMexe w`.M.I. SHEET LS101 R.„ 4�4 .70017/40 lit 4 7 /, tr0 & 24'4 li*". 1.‘411.4114"- 11.1ra t A- ||4 • (2a ¥ / 1'311..71 , / 40 :2 July 8, 2020 Lakeshore Park Medina, MN 2020 State Contract List Price QTY NO DESCRIPTION PRICE EXT PRICE 1 184490C Swiggle Stix Bridge w/o Deck Connections DB 5,772$ 5,772.00$ 1 193173C TightRope Bridge w/o Deck Connections 1,571$ 1,571.00$ 1 193168A Netplex 7-Post No Roof Steel Posts and DB Only 6,252$ 6,252.00$ 1 194659A Disc Net Climber for 7-Post Mainstructure 21,129$ 21,129.00$ 1 111357A Chinning Bar Alum DB 500$ 500.00$ 1 111357B Turning Bar Alum DB 480$ 480.00$ 2 166809A E-Pod Seat 288$ 576.00$ 1 193174A Sol Spinner DB 2,187$ 2,187.00$ 1 193170A LolliLadder w/2 E-Pods 2,374$ 2,374.00$ 1 111404O 132"Steel Post DB 283$ 283.00$ 2 111404E 116"Alum Post DB 288$ 576.00$ 2 111404C 132"Alum Post DB 348$ 696.00$ Cost of PlayStructure Items 42,396.00$ INDEPENDENT: 1 120711A Pod Climber 16" DB 273$ 273.00$ 1 158105A Wobble Pod DB Only 1,439$ 1,439.00$ 1 182503C Welcome Sign (LSI Provided) Ages 5-12 years Direct Bury -$ -$ 1 177336A Toddler Swing Frame DB Only 1,035$ 1,035.00$ 2 177349G Half Bucket Seat ProGuard Chains for Toddler Swing 268$ 536.00$ Cost of Independent Items 3,283.00$ Total 45,679.00$ Preliminary Budget Possible Additions Possible Reductions QTY Notes Play Equipment & Installation Design - Medina_Lakeshore Opt 1 42,938.26 6%State Contract Discount Applied - State Contract #119795 Sales Tax - if applicable 0.00 Equipment Installation (Man Hours & Concrete for Footings)8,535.60 Full professional installation by Landscape Structures Certified Installers Delivery of Play equipment 400.00 estimated / final quote will be provided Mobilization 500.00 Dumpster(s) - 30 Yard 525.00 (525.00)Disposal of packaging material. Possible reduction if City disposes of packaging materials Site work Excavation & Hauling (new container) 0.00 Demo, Excavation & Disposal (existing container)0.00 Special Equipment (Lull, Lift, Compactor, etc.)0.00 Border Options Concrete Border Straight (LF)0.00 0 Standard 6" W x 12" D w/ rebar Concrete Boarder Curved (LF)0.00 0 Standard 6" W x 12" D w/ rebar Plastic Timbers & Ramp 0.00 Retaining Wall 0.00 Concrete Flatwork Concrete Flatwork (Sq. Ft.)0.00 0 Thickened Edge (LF)0.00 0 Thickened edge used when installing a sidewalk adjacent to playground container. Prevents stone base from washing out. Asphalt 0.00 Concrete Base / mound or sloped surface (2" skim coat)0.00 Subgrade Preparation Drainage Aggregate - Pea Rock (Tons)0.00 0 Pea Rock - 3" depth - Recommended with EWF installations Compacted Aggregate Base (Recycled Concrete or Class V) (Tons)0.00 0 Class V aggregate or recycled concrete (w/fines), delivery and installation . 4" - 6" compacted depth. Required for PIP & Synthetic Turf installations Drain Tile (LF)0.00 0 Perforated Corrugated Drain Tile with Sock Surfacing Engineered Wood Fiber (EWF) EWF - Playground Safety Surfacing (CY)2,505.55 62 IPEMA Certified Playground Surfacing - Meets the standards of ASTM, ADA & CPSC GeoTextile Fabric (Sq. Ft.)729.47 1,926 Price includes installation Rubber Wear Mats 0.00 0 Rubber Wear Mat. Includes wear pad and delivery Total Total Additions Total Reductions Total w/ Additions & Reductions 56,133.88 0.00 -525.00 55,608.88 7/8/2020 BUDGET SHEET City of Medina 2052 County Road 24 Medina, MN 55340 Jodi Gallup Netplex® s Mill Netplex® is what’s next in play. This futuristic climbing experience pushes kids ages 5 to 12 beyond their known boundaries into a world of interconnected cables where there’s no right or wrong way to play. They can create their own path through a complex of multi-leveled, webbed nets. Climb to the top, swing from rope to rope, rest on one of the perches or slide down the steepest slide available. Netplex is a hub of individual and social activity. Netplex introduces patented* clamping technology and a whole new experience in configurability. This net-based product is part of the PlayBooster® family. So you can install Netplex to stand on its own, or connect it to any standard PlayBooster playstructure. This also means you can mix and match PlayBooster components with Netplex spinners, overhead events and bridges to make sure kids get a full dose of fun and healthy development opportunities. Or simply add a few modern Netplex components to your existing PlayBooster playstructure. With Netplex, you’ll enjoy endless design and color flexibility along with the ultimate in challenging net play. * U.S. Patent number 9,375,609 and other patents pending See Netplex in action in our video at playlsi.com/Netplex playlsi.com 1 2 888.438.6574 763.972.5200 It’s easy to create your own Netplex® environments! Three simple steps will help you develop a unique Netplex playstructure that fits your playground size, style and budget. 1. Select a mainstructure 2. Pick a core climber 3. Add your favorite components esign yours playlsi.com 3 Netplex 14-post mainstructure (shown with the Disc Net™ Climber) The largest of the three mainstructures includes two concentric rings of seven posts each, all with post toppers. • For ages 5 to 12 • Available with 3, 5 or 7 Vibe® roofs or without roofs • Must be paired with either the Disc Net™ Climber or the Skyport™ Climber as the core (see pages 6-7) • #193169 4 888.438.6574 763.972.5200 Three distinct mainstructures to choose from, no wrong decisions. All provide plenty of unscripted opportunities for climbing, balance, coordination, motor planning and muscle development. Because they’re part of the PlayBooster® family, any mainstructure can be connected directly to a PlayBooster playstructure or to individual PlayBooster components. Or choose to have your Netplex® playstructure stand on its own. Either way, consider adding Vibe® roofs for an even cooler aesthetic. Select a mainstructure Netplex 13-post mainstructure (shown with the Disc Net Climber and new 8' Double Swoosh Slide®) This mainstructure, configured similarly to the 14-post option, removes one post from the design to make room for our new 8' Double Swoosh Slide. • For ages 5 to 12 • Available with 3 or 5 Vibe roofs or without roofs • Must be paired with either the Disc Net Climber or the Skyport Climber as the core (see pages 6-7) • #224091 3 roofs 5 roofs Netplex 7-post mainstructure (shown with the Skyport™ Climber) The smallest of the three mainstructures includes a circle of seven posts with post toppers. • For ages 5 to 12 • Available with 3 Vibe® roofs or without roofs • Must be paired with either the Disc Net Climber or the Skyport Climber as the core (see pages 6-7) • #193168 playlsi.com 5 3 roofs 5 roofs 7 roofs 3 roofs 6 888.438.6574 763.972.5200 Skyport™ Climber (shown with Netplex 7-post mainstructure) This climber’s vertical net tunnel will transport kids to multiple levels of fun. Five perches provide a nice spot to hang out amidst the cable complex. • Latex-free flexible rubber perches #193175 • Attaches to a Netplex 7- or 14-post mainstructure #224088 with Double Swoosh Slide® • Attaches to a Netplex 13-post mainstructure Designed exclusively for Netplex®, two core climbers provide the center attraction for all Netplex systems. Pair your favorite one with either the 7-, 13- or 14-post mainstructure. Then watch kids apply their strategic- thinking skills as they navigate their way through the multi-layered, webbed landscape. Pick a core climber Disc Net™ Climber (shown with Netplex 14-post mainstructure) Kids will love climbing through four levels of flexible climbing discs set at opposing angles for added challenge. • Latex-free flexible rubber climbing discs #194659 • Attaches to a Netplex 7- or 14-post mainstructure #224086 with Double Swoosh Slide® • Attaches to a Netplex 13-post mainstructure playlsi.com 7 8 888.438.6574 763.972.5200 Add your favorite components Now turn your Netplex® into a one- of-a-kind destination by adding all of your favorite play challenges. Choose from these components or combine them with other compatible PlayBooster® components. With so many design and color configurations possible, your first challenge will be deciding on one. Sol Spinner™ Kids will gain valuable spinning motion needed for healthy growth and development, but they think they’re just having fun! Multiple kids can work together to counterbalance the Sol Spinner to make it go faster. • Spinner is set at an angle for maximum momentum • GripX platform offers excellent traction and slip resistance • Polyester-wrapped, galvanized steel cable hand supports • PlayBooster #193174 • Freestanding #20155 Boogie Board™ From surfing to lounging, whether solo or with friends, kids find the most creative ways to use the Boogie Board. In every way, they’re developing balance, building core strength and learning to work together. • Latex-free, flexible rubber belting connects to sturdy Permalene® end panels • Attaches to PlayBooster playstructures or as a freestanding play event • PlayBooster #193176 • Freestanding #194704 playlsi.com 9 10 888.438.6574 763.972.5200 More favorite components LolliLadder™ There’s always a line for the LolliLadder. This unique, curved overhead event offers extra challenge as kids reach from rung to rung to make it to the other side. • Rubber rung caps • Encourages coordination, upper-body strength and gross motor skill development • #193170 SwiggleKnots™ Bridge Multiple suspended ball knots and discs make it interesting for kids to climb up, step over and stretch across the SwiggleKnots Bridge. There’s plenty of possible paths, so kids’ imaginations can soar. • Rotomolded balls and discs attached to polyester-wrapped, galvanized steel cable • Cables anchored to ground with straight link steel chain • #193171 TightRope™ Bridge Kids can pretend they’re hundreds of feet above the ground (but really it’s just inches) as they hold on for balance and traverse the tightrope. • Rotating, movable obstacles provide an extra challenge • Moveable overhead handhold travels with child for balance assistance • #193173 playlsi.com 11 Watermill™ Climber Designed exclusively for Netplex, the Watermill Climber offers a series of fun challenges from bottom to top, and everywhere in between. The posts of this unique C-shaped net climber attach to the Netplex 14-post mainstructure, which means no extra footers. • Vertical net climber helps kids gain elevation • Attaches to Netplex 14-post mainstructure only • #193172 s Top it all off with SkyWays® shade Protect kids from the sun as they climb their way to the top of your Netplex® structure SkyWays custom Netplex shade is the most versatile way to protect kids and families from up to 97 percent of harmful UV rays and keep structures as much as 30 degrees cooler on the steamiest of days. It’s the perfect addition anywhere kids need big amounts of shade. 12 888.438.6574 763.972.5200 The material difference High-quality materials make Netplex safe, beautiful and long-lasting. Netplex includes: Patented clamping system*. Provides a unique and flexible attachment for cable connections. Steel-reinforced cables. Extremely durable and vandal resistant. Decorative post toppers. Included with every Netplex mainstructure. Latex-free rubber. For belting, climbing discs and rung caps. GripX surface. Marine-grade, UV-stabilized HDPE (high-density polyethylene), slip-resistant texture. *Netplex: U.S. Patent number 9,375,609 and other patents pending Since 1971, Landscape Structures Inc. has been the leading manufacturer of commercial playground equipment in the world. The employee-owned company designs community and school playgrounds that encourage kids of all ages and abilities to learn persistence, leadership, competition, bravery, support and empathy through play. Landscape Structures pushes the limits—of design, inclusion, play—to help kids realize there is no limit to what they can do today and in the future. For a better tomorrow, we play today. 601 7th Street South, Delano, MN 55328 USA • 888.438.6574 • 763.972.5200 • playlsi.com ©2017 Landscape Structures Inc. Printed in the U.S.A. 755-2492 PlayBooster® (5-12 years) LA K E S H O R E P A R K PL A Y G R O U N D O P T 2 29 7 5 L A K E S H O R E A V E M E D I N A , M N SALES REPRESENTATIVE: BRETT ALTERGOTT DESIGNED BY: ELM 7/2/20 G:\My Drive\2020 Planning\Brett\B_Medina_Lake Shore\Deisgn\Medina Lake Shore Opt 2\Medina_LakeShorePark Opt 2.dwg 1/4" = 1'-0" FLAGSHIP RECREATION 11123 UPPER 33RD ST N LAKE ELMO, MN 55082 763-550-7860 FLAGSHIPPLAY.COM @FLAGSHIPPLAY THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FOR AGE RANGES AS NOTED ON PLAN. SHEET LS101 CONTAINER DETAILS TOTAL AREA 2788 SF TOTAL ADDITIONAL EDGING 77 LF EDGING TYPE CONCRETE • Tir a^Y i F s ¢,.+I ; ;te 3;. 4'6 r • r : 4 i; 0. 0 a • • t July 8, 2020 Smart Play Option Lakeshore Park Medina, MN 2020 State Contract List Price QTY NO DESCRIPTION PRICE EXT PRICE 1 210739A Venti Alum Posts DB 38,289$ 38,289.00$ Cost of PlayStructure Items 38,289.00$ INDEPENDENT: 1 182503C Welcome Sign (LSI Provided) Ages 5-12 years Direct Bury -$ -$ Cost of Independent Items -$ Total 38,289.00$ Preliminary Budget Possible Additions Possible Reductions QTY Notes Play Equipment & Installation Design - Medina_Lakeshore Opt 2 35,991.66 6%State Contract Discount Applied - State Contract #119795 Sales Tax - if applicable 0.00 Equipment Installation (Man Hours & Concrete for Footings)9,279.40 Full professional installation by Landscape Structures Certified Installers Delivery of Play equipment 400.00 estimated / final quote will be provided Mobilization 500.00 Dumpster(s) - 30 Yard 525.00 (525.00)Disposal of packaging material. Possible reduction if City disposes of packaging materials Site work Excavation & Hauling (new container) 0.00 Demo, Excavation & Disposal (existing container)0.00 Special Equipment (Lull, Lift, Compactor, etc.)0.00 Border Options Concrete Border Straight (LF)0.00 0 Standard 6" W x 12" D w/ rebar Concrete Boarder Curved (LF)0.00 0 Standard 6" W x 12" D w/ rebar Plastic Timbers & Ramp 0.00 Retaining Wall 0.00 Concrete Flatwork Concrete Flatwork (Sq. Ft.)0.00 0 Thickened Edge (LF)0.00 0 Thickened edge used when installing a sidewalk adjacent to playground container. Prevents stone base from washing out. Asphalt 0.00 Concrete Base / mound or sloped surface (2" skim coat)0.00 Subgrade Preparation Drainage Aggregate - Pea Rock (Tons)0.00 0 Pea Rock - 3" depth - Recommended with EWF installations Compacted Aggregate Base (Recycled Concrete or Class V) (Tons)0.00 0 Class V aggregate or recycled concrete (w/fines), delivery and installation . 4" - 6" compacted depth. Required for PIP & Synthetic Turf installations Drain Tile (LF)0.00 0 Perforated Corrugated Drain Tile with Sock Surfacing Engineered Wood Fiber (EWF) EWF - Playground Safety Surfacing (CY)2,409.79 60 IPEMA Certified Playground Surfacing - Meets the standards of ASTM, ADA & CPSC GeoTextile Fabric (Sq. Ft.)701.45 1852 Price includes installation Rubber Wear Mats 0.00 0 Rubber Wear Mat. Includes wear pad and delivery Total Total w/ Additions Total w/ Reductions Total w/ Additions & Reductions 49,807.29 0.00 -525.00 49,282.29 7/8/2020 BUDGET SHEET City of Medina 2052 County Road 24 Medina, MN 55340 Jodi Gallup Venti® 5 to 12 Years Venti® packs 20 exciting activities into its compact size. Nets, slides, belts and climbers provide challenges that promote physical development and strategic thinking, while also creating hangouts where kids can take a break and connect with others. Minimum area required: 39' 2" x 45' 2" (11,93 m x 13,76 m) Maximum fall height: 87" (2,28 m) • Compact structure • ADA compliant • Multiple entry points and activities accommodate a large number of kids • Aluminum or steel posts • U.S. Patent number D807,978 • Choice of color for Permalene®, ProShield® and polyethylene • Direct Bury or Surface Mount #210739 22 888.438.6574 763.972.5200 With multiple entry points and plenty of activities, this accessible playstructure can accommodate a whole lot of kids at once! Activities include: 1. Belt Bridge 2. Square Loop Vertical Climber 3. Windowpane Overhead Ladder 4. Single Slide 5. Cargo Net 6. Inclined Cable Walk 7. Double Swoosh Slide® 8. Square Loop Incline Climber 9. Vertical Panel Climber 10. Fire Pole 11. TightRope 12. Wood Plank Ladder 13. Cabin Climber 14. Swiggle Stix® 15. Cabin Seating Area 16. Panel Maze 17. Square Steppers 18. Turning Bar 19. Chinning Bar 20. Belt Hammock Also available in HDG The cool aesthetics of Hot Dip Galvanized (HDG) steel offer a fresh look for your playground. Its distinctive zinc patina eventually takes on a uniform matte gray appearance, blending in well with the styles of many different play environments— urban, sculptural, modern, industrial and more. And if you happen to live in a coastal area, this durable finish provides an extra level of protection against the harsh elements. • Choice of Permalene® color and polyethylene color • Direct Bury only • Steel Posts only #228068 playlsi.com 23 1 2 3 4 5 6 7 8 9 10 11 12 16 15 14 13 17 18 19 20 • • 1 1 1 -_ -r 1 wa„.alake • • r 1' i --i VIANITS 0552.1 Regional Trail Search Corridor — • Potential Diamond Lake Regional Trail Alignment — Existing Off -Street Trail - - - - Proposed Off -Street Trail — Existing On -Street Trail - - - Proposed On -Street Trail Developments Scientific and Natural Area Boundaries TRPD Parks Parks Public Land City Limits n A US Feet 0 200 400 800 i RCORAN 1 MEDINA s,V• ,.r-- ii 411, 1' 1 1 1 1 1_ POTENTIAL UNDERPASS OAR- O N' O • • ThreeRivers MAY 2020 PARK DISTRICT CITY OF MEDINA DIAMOND LAKE REGIONAL TRAIL MASTER PLAN HIGHWAY 55 ")55 ")24 ")19 ")101 ")116 ")11 ")24 ")19 £¤12 HAMEL RD MEDINA RD PIONEER TRL TAMARACK DR WILLOW DR HACKAMORE RD ARROWHEAD DR HOMESTEAD TRL CHIPPEWA RD HUNTER DR PARKVIEW DR BROCKTON LN N MEANDER RD EVERGREEN RD BROCKTON LN N CHIPPEWA RD WILLOW DR WILLOW DR HUNTER DR ")55 Medina Golf & Country Club YMCA - Camp Ihduhapi Spring Hill Golf Club Baker Park Reserve Baker Park Reserve Wolsfeld Woods (SNA) Lake Independence Regional Trail North-South 1 Regional Trail Search Corridor Lake Sarah Regional Trail Search Corridor Lake Sarah Regional Trail Search Corridor Katrina Independence School Mooney Spurzem Holy Name Peter Wolsfeld Half Moon Krieg Miller Thies Ardmore Map Date: October 2, 2018 Scale: 1:32,000[0 0.5 10.25 Mile Map 6-1Park and Trail Plan Location of proposed trail segments are intended to identify connections and cooridors, not exact locations. Legend Trails Existing Paved Trail Existing Shoulder Trail Existing Turf Trail Existing Sidewalk Proposed Paved Trail Proposed Shoulder Trail Proposed Turf Trail Future Park Search Area Parks Existing Park Potential Park Expansion Regional Corridors Regional Trail Search Corridor 2020 CIP: DEPARTMENT Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Potential Revenue Source Roads 1 Tamarack North of Medina to Blackfoot Overlay 54,000$ 43,200$ Road/Bonds/Assessments 2 Tamarack - Medina to 24 - Overlay 49,985$ 39,988$ Road/Bonds/Assessments 3 Tamarack City Limits to CSAH 24 Overlay 77,675$ 62,140$ Road/Bonds/Assessments 4 Tamarack Drive/Highway 55 Interesection 40,000$ 40,000$ 5,105,000$ Road Fund / Assessments / Bonds / Developer 5 Clydesdale trail overlay 600/101 150,000$ 75,000$ Road/Bonds/Assessments 6 Oakview Road - Overlay 43,000$ 21,500$ Road/Bonds/Assessments 7 Deer Hill Road East - Overlay 27,000$ 23,500$ 27,000$ 23,500$ Road/Bonds/Assessments 8 Dusty Trail - Overlay 4,000$ 2,000$ 4,000$ 2,000$ Road/Bonds/Assessments 9 Tower Dr West Overlay/curb 42,000$ 21,000$ 45,000$ 22,500$ Road/Bonds/Assessments 10 Chestnut Road - Overlay 50,000$ 25,000$ Road/Bonds/Assessments 11 Town Line Rd South 100,000$ 100,000$ Assessment Escrow Fund 12 Foxberry Farms Overlay/10% curb 283,000$ 142,000$ Road/Bonds/Assessments 13 Hackamore Medina/ Portion 100,000$ 100,000$ 1,500,000$ 1,750,000$ To be negotiated Medina/corcoran/County 14 Willow Drive North to 24 - reclaim 370,000$ 300,000$ Road/Bonds/Assessments 15 Shire Dr Overlay 32,000$ 16,000$ 32,000$ 16,000$ Road/Bonds/Assessments 16 Iroquois Drive Overlay 30,000$ 15,000$ Road/Bonds/Assessments 17 Maplewood Drive Overlay 29,328$ 14,664$ Road/Bonds/Assessments 18 Bobolink Road Overlay 90,000$ 45,000$ Road/Bonds/Assessments 19 Morningside Road Overlay 110,000$ 55,000$ Road/Bonds/Assessments 20 Elsinore Circle N of Morningside Rd Overlay 20,000$ 10,000$ Road/Bonds/Assessments 21 Arrowhead & CR 118 Whistleless Crossing 450,000$ 60,000$ Reserves/State Bonding/Grant 22 Roads Sub-total 695,000$ 262,500$ 2,071,000$ 296,000$ 644,660$ 491,828$ 1,970,000$ 110,000$ 5,234,328$ 114,664$ -$ -$ 23 24 Public Works 25 Tandem 230,000$ 230,000$ Equipment Bonds/Cap Equip Fund 26 Water Truck / Tanker Replacement 20,000$ 20,000$ Equipment Bonds/Cap Equip Fund 27 Air Compressor 25,000$ 25,000$ Equipment Bonds/Cap Equip Fund 28 Ditch Mower Replacement/Loretto 130,000$ 130,000$ Equipment Bonds/Cap Equip Fund 29 Backhoe Replacement 130,000$ 130,000$ Equipment Bonds/Cap Equip Fund 30 Skid Steer Upgrade w/ Bucket/Harly Rake 4,000$ 4,000$ 12,000$ 12,000$ 4,000$ 4,000$ 4,000$ 4,000$ Equipment Bonds/Cap Equip Fund 31 Single Axle Truck 220,000$ 220,000$ Equipment Bonds/Cap Equip Fund 32 Public Works Sub-total 289,000$ 289,000$ 12,000$ 12,000$ 244,000$ 244,000$ 234,000$ 234,000$ -$ -$ -$ -$ 33 34 Police 35 PD Squad Cars 75,000$ 75,000$ 75,000$ 75,000$ 75,000$ 75,000$ 80,000$ 80,000$ 126,000$ 126,000$ 80,000$ 80,000$ Equipment Bonds/Cap Equip Fund 36 Traffic Squad 35,000$ 35,000$ 35,000$ 35,000$ Equipment Bonds/Cap Equip Fund 37 PD Squad Camera / Body Cams 100,000$ 100,000$ Equipment Bonds/Cap Equip Fund 38 Portable Radios 6,000$ 6,000$ 4,000$ 4,000$ 4,000$ 4,000$ DWI Forfeiture Fund/Cap Equip 39 Squad Radios 40,000$ 40,000$ DWI Forfeiture Fund/Cap Equip 40 Policy and Procdure (Lexipol) 10,000$ 10,000$ Equipment Bonds/Cap Equip Fund 41 Police Security Cameras / Building / Interview Rooms 30,000$ 30,000$ Equipment Bonds/Cap Equip Fund 42 Records Management 70,000$ 70,000$ Equipment Bonds/Cap Equip Fund 43 Miscellaneous 8,000$ 8,000$ 8,000$ 8,000$ 8,000$ 8,000$ DWI Forfeiture Fund/Cap Equip 44 Police Sub-total 129,000$ 129,000$ 179,000$ 179,000$ 167,000$ 167,000$ 145,000$ 145,000$ 134,000$ 134,000$ 80,000$ 80,000$ 45 46 Fire 47 HAMEL 48 Ongoing PPE Replacement 10,000$ 10,000$ 10,000$ 12,000$ 12,000$ 12,000$ Equipment Bonds/Cap Equip Fund 49 Command Vehicle Replacement 4,320$ 4,320$ 4,320$ 4,320$ 4,320$ 4,320$ Equipment Bonds/Cap Equip Fund 50 Engine 11 Refurbishment 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ Equipment Bonds/Cap Equip Fund 51 Pumper/Tanker 38,917$ 38,917$ 38,917$ 38,917$ 38,917$ 38,917$ Equipment Bonds/Cap Equip Fund 52 Annual Contract 75,000$ 75,000$ 75,000$ 77,000$ 77,000$ 77,000$ Equipment Bonds/Cap Equip Fund 53 Hamel Fire Sub-total 73,237$ 75,000$ 73,237$ 75,000$ 73,237$ 75,000$ 75,237$ 77,000$ 75,237$ 77,000$ 75,237$ 77,000$ 54 55 Loretto & Long Lake 56 Fire (Loretto)28,290$ 28,290$ 28,290$ 28,290$ 28,290$ Equipment Bonds/Cap Equip Fund 57 Fire (Long Lake)6,000$ 6,000$ 6,000$ 6,000$ 6,000$ Equipment Bonds/Cap Equip Fund 58 Fire Sub-total -$ 34,290$ -$ 34,290$ -$ 34,290$ -$ 34,290$ -$ 34,290$ -$ -$ 59 60 Emergency Management 61 Siren Maintenance 5,000$ 5,000$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ Equipment Bonds/Cap Equip Fund 62 Civil Defense Sirens 30,000$ 30,000$ 30,000$ 30,000$ Revolving Cap. Impr. Fund 63 Civil Defense Sub-total 35,000$ 35,000$ 37,500$ 37,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 64 65 66 Administration/Data Processing 67 Vehicle Equipment Bonds/Cap Equip Fund 68 Administration Sub-total -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 69 70 City Buildings 71 City Hall Repairs/Renovation 15,000$ 15,000$ 10,000$ 10,000$ 15,000$ 15,000$ 10,000$ 10,000$ 15,000$ 15,000$ 10,000$ 10,000$ Revolving Cap. Impr. Fund 72 Community Building Repairs 10,000$ 10,000$ 15,000$ 15,000$ 10,000$ 10,000$ 15,000$ 15,000$ 10,000$ 10,000$ 15,000$ 15,000$ Revolving Cap. Impr. Fund 73 PW/Police Repairs/Renovations 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ Revolving Cap. Impr. Fund 74 City Buildings - Parking Lot 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ Revolving Cap. Impr. Fund 75 City Building Sub-total 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 76 77 78 79 Water (high growth expectation) 80 Water Treatment Plant Expansion 1,400,000$ 1,400,000$ Future - Water Capital 81 Chippewa Watermain Extension - Arrowhead to Mohawk 400,000$ 400,000$ Water Capital Improvement 82 Chippewa West of Mohawk 435,000$ 435,000$ Water Capital Improvement 83 Water Tower (and land acquisition)2,600,000$ 2,600,000$ Future Water Cap (2020-2023) 84 Water Sub-total -$ -$ 835,000$ 835,000$ 1,400,000$ 1,400,000$ 2,600,000$ 2,600,000$ -$ -$ -$ -$ 85 86 Sewer 87 Willow Dr Lift Station 700,000$ 700,000$ Sewer Capital Fund 88 I / I Maintenance 100,000$ 100,000$ 100,000$ 100,000$ Sewer Capital Fund 89 Hunter/Hamel Rd Upsize 750,000$ 750,000$ Sewer Capital Fund 90 Sewer Sub-total -$ -$ 800,000$ 800,000$ 100,000$ 100,000$ -$ -$ 750,000$ 750,000$ -$ -$ 91 92 Storm Water 93 Long Lake Creek Sub Watershed 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ Storm Water Fund/Grants 94 Storm Water Sub-total -$ 10,000$ -$ 10,000$ -$ 10,000$ -$ 10,000$ -$ 10,000$ -$ -$ 95 96 Municipal Park Replacements 97 Trails 2020 2021 - 2025 Capital Improvement Plan 2021 2022 2023 2024 2025 1 2020 CIP: DEPARTMENT Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Potential Revenue Source 2020 2021 - 2025 Capital Improvement Plan 2021 2022 2023 2024 2025 98 Annual Trail Replacement 25,000$ 25,000$ 25,000$ 25,000$ 25,000$ 25,000$ 30,000$ 30,000$ 30,000$ 30,000$ 30,000$ 30,000$ Municipal Park Fund 99 Hamel Legion Park 100 Holy Name Park 101 Hunter Lions Park 102 Full Park Reconstruction/Tennis Court 20,000$ 20,000$ 100,000$ 100,000$ 100,000$ 100,000$ 100,000$ 100,000$ Municipal Park Fund/Grants 103 Lakeshore Park 104 Redesign/Large Playground Equipment 20,000$ 20,000$ 150,000$ 150,000$ Municipal Park Fund 105 Rainwater Nature Area 106 Maple Park 107 Walnut Park 108 Medina Morningside Park 109 Playground curb/rubber under swings 50,000$ 50,000$ Municipal Park Fund 110 Replace baseball backstop 5,000$ 5,000$ Municipal Park Fund 111 Parking Area 10,000$ 10,000$ 10,000$ 10,000$ Municipal Park Fund 112 Medina Lake Preserve 113 Park Clean-up 25,000$ 25,000$ 25,000$ 25,000$ Municipal Park Fund 114 Tomann Preserve - Park Development 115 The Park at Fields of Medina 116 130,000$ 130,000$ 285,000$ 285,000$ 125,000$ 125,000$ 155,000$ 155,000$ 55,000$ 55,000$ 30,000$ 30,000$ 117 118 New Park Development 119 Trails 120 Arrowhead Dr RR Crossing 130,000$ 130,000$ Park Dedication Fund 121 Arrowhead Trail Connection RR-Loram 75,000$ 75,000$ Park Dedication Fund 122 Hackamore Trail 230,000$ 115,000$ 263,000$ 131,000$ Park Ded/Cost Share w/ Corcoran 123 Medina Road Trail 200,000$ 200,000$ Park Dedication Fund 124 Medina Lake Preserve 125 Trail Head 25,000$ 25,000$ 25,000$ 25,000$ Park Dedication Fund 126 Park Land by Medina Golf & CC 250,000$ 250,000$ Park Dedication Fund 127 Sioux Dr./HWY 55 Ped Crossing Future Study 128 Land Acquisitions / New Trails (rolling-used as development occurs)250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ Park Dedication Fund 129 Parks Sub-total 455,000$ 455,000$ 680,000$ 565,000$ 250,000$ 250,000$ 538,000$ 406,000$ 275,000$ 275,000$ 500,000$ 500,000$ 130 131 TOTAL:1,861,237$ 1,474,790$ 5,027,737$ 3,183,790$ 3,066,397$ 2,959,618$ 5,779,737$ 3,833,790$ 6,586,065$ 1,512,454$ 747,737$ 749,500$ 2 2020 CIP: DEPARTMENT Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Potential Revenue Source Roads 1 Tamarack North of Medina to Blackfoot Overlay 54,000$ 43,200$ Road/Bonds/Assessments 2 Tamarack - Medina to 24 - Overlay 49,985$ 39,988$ Road/Bonds/Assessments 3 Tamarack City Limits to CSAH 24 Overlay 77,675$ 62,140$ Road/Bonds/Assessments 4 Tamarack Drive/Highway 55 Interesection 40,000$ 40,000$ 4,000,000$ 4,000,000$ Road Fund / Assessments / Bonds / Developer 5 Clydesdale trail overlay 600/101 150,000$ 75,000$ Road/Bonds/Assessments 6 Oakview Road - Overlay 43,000$ 21,500$ Road/Bonds/Assessments 7 Deer Hill Road East - Overlay 27,000$ 23,500$ Road/Bonds/Assessments 8 Dusty Trail - Overlay 4,000$ 2,000$ Road/Bonds/Assessments 9 Tower Dr West Overlay/curb 42,000$ 21,000$ Road/Bonds/Assessments 10 Chestnut Road - Overlay 50,000$ 25,000$ Road/Bonds/Assessments 11 Town Line Rd South 100,000$ 100,000$ Assessment Escrow Fund 12 Foxberry Farms Overlay/10% curb 283,000$ 142,000$ Road/Bonds/Assessments 13 Hackamore Medina/ Portion 100,000$ 100,000$ 550,000$ 400,000$ 550,000$ 400,000$ Road Fund/Bonds/Developer 14 Willow Drive North to 24 - reclaim 370,000$ 300,000$ Road/Bonds/Assessments 15 Shire Dr Overlay 32,000$ 16,000$ Road/Bonds/Assessments 16 Iroquois Drive Overlay 30,000$ 15,000$ Road/Bonds/Assessments 17 Maplewood Drive Overlay 29,328$ 14,664$ Road/Bonds/Assessments 18 Bobolink Road Overlay 90,000$ 45,000$ Road/Bonds/Assessments 19 Morningside Road Overlay 110,000$ 55,000$ Road/Bonds/Assessments 20 Elsinore Circle N of Morningside Rd Overlay 20,000$ 10,000$ Road/Bonds/Assessments 21 Arrowhead & CR 118 Whistleless Crossing 450,000$ 60,000$ Reserves/State Bonding/Grant 22 Roads Sub-total 695,000$ 262,500$ 1,013,000$ 632,000$ 644,660$ 491,828$ 770,000$ 510,000$ 4,129,328$ 4,114,664$ -$ -$ 23 24 Public Works 25 Tandem 230,000$ 230,000$ Equipment Bonds/Cap Equip Fund 26 Water Truck / Tanker Replacement 20,000$ 20,000$ Equipment Bonds/Cap Equip Fund 27 Air Compressor 25,000$ 25,000$ Equipment Bonds/Cap Equip Fund 28 Ditch Mower Replacement/Loretto 130,000$ 130,000$ Equipment Bonds/Cap Equip Fund 29 Backhoe Replacement 130,000$ 130,000$ Equipment Bonds/Cap Equip Fund 30 Skid Steer Upgrade w/ Bucket/Harly Rake 4,000$ 4,000$ 12,000$ 12,000$ 4,000$ 4,000$ 4,000$ 4,000$ Equipment Bonds/Cap Equip Fund 31 Single Axle Truck 220,000$ 220,000$ Equipment Bonds/Cap Equip Fund 32 Public Works Sub-total 289,000$ 289,000$ 12,000$ 12,000$ 244,000$ 244,000$ 234,000$ 234,000$ -$ -$ -$ -$ 33 34 Police 35 PD Squad Cars 75,000$ 75,000$ 75,000$ 75,000$ 75,000$ 75,000$ 80,000$ 80,000$ 126,000$ 126,000$ Equipment Bonds/Cap Equip Fund 36 Traffic Squad 35,000$ 35,000$ Equipment Bonds/Cap Equip Fund 37 PD Squad Camera / Body Cams 100,000$ 100,000$ Equipment Bonds/Cap Equip Fund 38 Portable Radios 6,000$ 6,000$ 4,000$ 4,000$ 4,000$ 4,000$ DWI Forfeiture Fund/Cap Equip 39 Squad Radios 40,000$ 40,000$ DWI Forfeiture Fund/Cap Equip 40 Records Management 70,000$ 70,000$ Equipment Bonds/Cap Equip Fund 41 Miscellaneous 8,000$ 8,000$ 8,000$ 8,000$ 8,000$ 8,000$ DWI Forfeiture Fund/Cap Equip 42 Police Sub-total 129,000$ 129,000$ 179,000$ 179,000$ 192,000$ 192,000$ 80,000$ 80,000$ 134,000$ 134,000$ -$ -$ 43 44 Fire 45 HAMEL 46 Ongoing PPE Replacement 10,000$ 10,000$ 10,000$ 12,000$ 12,000$ Equipment Bonds/Cap Equip Fund 47 Command Vehicle Replacement 4,320$ 4,320$ 4,320$ 4,320$ 4,320$ Equipment Bonds/Cap Equip Fund 48 Engine 11 Refurbishment 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ Equipment Bonds/Cap Equip Fund 49 Pumper/Tanker 38,917$ 38,917$ 38,917$ 38,917$ 38,917$ Equipment Bonds/Cap Equip Fund 50 Annual Contract 75,000$ 75,000$ 75,000$ 77,000$ 77,000$ Equipment Bonds/Cap Equip Fund 51 Hamel Fire Sub-total 73,237$ 75,000$ 73,237$ 75,000$ 73,237$ 75,000$ 75,237$ 77,000$ 75,237$ 77,000$ -$ -$ 52 53 Loretto & Long Lake 54 Fire (Loretto)28,290$ 28,290$ 28,290$ 28,290$ 28,290$ Equipment Bonds/Cap Equip Fund 55 Fire (Long Lake)6,000$ 6,000$ 6,000$ 6,000$ 6,000$ Equipment Bonds/Cap Equip Fund 56 Fire Sub-total -$ 34,290$ -$ 34,290$ -$ 34,290$ -$ 34,290$ -$ 34,290$ -$ -$ 57 58 Emergency Management 59 Siren Maintenance 5,000$ 5,000$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ Equipment Bonds/Cap Equip Fund 60 Civil Defense Sirens 30,000$ 30,000$ 30,000$ 30,000$ Revolving Cap. Impr. Fund 61 Civil Defense Sub-total 35,000$ 35,000$ 37,500$ 37,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ 7,500$ -$ -$ 62 63 64 Administration/Data Processing 65 Vehicle Equipment Bonds/Cap Equip Fund 66 Administration Sub-total -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 67 68 City Buildings 69 City Hall Repairs/Renovation 15,000$ 15,000$ 10,000$ 10,000$ 15,000$ 15,000$ 10,000$ 10,000$ 15,000$ 15,000$ Revolving Cap. Impr. Fund 70 Community Building Repairs 10,000$ 10,000$ 15,000$ 15,000$ 10,000$ 10,000$ 15,000$ 15,000$ 10,000$ 10,000$ Revolving Cap. Impr. Fund 71 PW/Police Repairs/Renovations 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ Revolving Cap. Impr. Fund 72 City Buildings - Parking Lot 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ 20,000$ Revolving Cap. Impr. Fund 73 City Building Sub-total 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ 55,000$ -$ -$ 74 75 76 77 Water (high growth expectation) 78 Water Treatment Plant Expansion 1,400,000$ 1,400,000$ Future - Water Capital 79 Chippewa Watermain Extension - Arrowhead to Mohawk 400,000$ 400,000$ Water Capital Improvement 80 Chippewa West of Mohawk 435,000$ 435,000$ Water Capital Improvement 81 Water Tower (and land acquisition)2,600,000$ 2,600,000$ Future Water Cap (2020-2023) 82 Water Sub-total -$ -$ 835,000$ 835,000$ 1,400,000$ 1,400,000$ 2,600,000$ 2,600,000$ -$ -$ -$ -$ 83 84 Sewer 85 Willow Dr Lift Station 700,000$ 700,000$ Sewer Capital Fund 86 I / I Maintenance 100,000$ 100,000$ 100,000$ 100,000$ Sewer Capital Fund 87 Hunter/Hamel Rd Upsize 750,000$ 750,000$ Sewer Capital Fund 88 Sewer Sub-total -$ -$ 800,000$ 800,000$ 100,000$ 100,000$ -$ -$ 750,000$ 750,000$ -$ -$ 89 90 Storm Water 91 Long Lake Creek Sub Watershed 10,000$ 10,000$ 10,000$ 10,000$ 10,000$ Storm Water Fund/Grants 92 Storm Water Sub-total -$ 10,000$ -$ 10,000$ -$ 10,000$ -$ 10,000$ -$ 10,000$ -$ -$ 2020 2021 - 2025 Capital Improvement Plan 2021 2022 2023 2024 2025 1 2020 CIP: DEPARTMENT Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Project Cost City Proposed Portion Potential Revenue Source 2020 2021 - 2025 Capital Improvement Plan 2021 2022 2023 2024 2025 93 94 Municipal Park Replacements 95 Trails 96 Annual Trail Replacement 25,000$ 25,000$ 25,000$ 25,000$ 25,000$ 25,000$ 30,000$ 30,000$ 30,000$ 30,000$ 30,000$ 30,000$ Municipal Park Fund 97 Hamel Legion Park 50,000$ 50,000$ 98 Holy Name Park 99 Hunter Lions Park 100 Full Park Reconstruction/Tennis Court 20,000$ 20,000$ 300,000$ 300,000$ 200,000$ 200,000$ Municipal Park Fund/Grants 101 Lakeshore Park 102 Redesign/Large Playground Equipment 20,000$ 20,000$ 150,000$ 150,000$ Municipal Park Fund 103 Rainwater Nature Area 104 Maple Park 105 Walnut Park 107 Medina Morningside Park 108 Playground curb/rubber under swings 50,000$ 50,000$ Municipal Park Fund 109 Replace baseball backstop 5,000$ 5,000$ Municipal Park Fund 110 Parking Area 10,000$ 10,000$ 10,000$ 10,000$ Municipal Park Fund 111 Medina Lake Preserve 112 Park Clean-up 25,000$ 25,000$ 25,000$ 25,000$ Municipal Park Fund 113 Tomann Preserve - Park Development 114 The Park at Fields of Medina 115 130,000$ 130,000$ 485,000$ 485,000$ 225,000$ 225,000$ 105,000$ 105,000$ 55,000$ 55,000$ 30,000$ 30,000$ 116 117 New Park Development 118 Trails 119 Arrowhead Dr RR Crossing 130,000$ 130,000$ Park Dedication Fund 120 Arrowhead Trail Connection RR-Loram 75,000$ 75,000$ Park Dedication Fund 121 Hackamore Trail 230,000$ 115,000$ 263,000$ 131,000$ Park Ded/Cost Share w/ Corcoran 122 Medina Road Trail 200,000$ 200,000$ Park Dedication Fund 123 Medina Lake Preserve 124 Trail Head 25,000$ 25,000$ 25,000$ 25,000$ Park Dedication Fund 125 Park Land by Medina Golf & CC/Trail Corridor 250,000$ 250,000$ Park Dedication Fund 126 Sioux Dr./HWY 55 Ped Crossing Future Study 127 Land Acquisitions / New Trails (rolling-used as development occurs)250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ Park Dedication Fund 128 Parks Sub-total 455,000$ 455,000$ 680,000$ 565,000$ 250,000$ 250,000$ 538,000$ 406,000$ 275,000$ 275,000$ 500,000$ 500,000$ 129 130 TOTAL:1,861,237$ 1,474,790$ 4,169,737$ 3,719,790$ 3,191,397$ 3,084,618$ 4,464,737$ 4,118,790$ 5,481,065$ 5,512,454$ 530,000$ 530,000$ 2 1 MEMORANDUM TO: Medina Park Commission FROM: Jodi Gallup, Assistant City Administrator DATE OF REPORT: July 10, 2020 DATE OF MEETING: July 15, 2020 SUBJECT: Park Commission Meeting Report 2. Additions to Agenda If any Park Commissioner wishes to add an item to the agenda after the agenda has already been posted, the agenda item must be proposed at this point in the meeting. The Park Commission must agree to add the item by motion. No attachments for this item. 5. City Council Update This is a reoccurring agenda item to have the City Council Liaison to the Park Commission give an update at each meeting on what is happening at the Council level. City Council member John Anderson has been appointed as the Liaison to the Park Commission for 2020. No attachments for this item. 6. US Home Corp. (Lennar) – Meadow View Townhomes – N or Hwy 55 – S of Meander Rd, W of CR 116 – Preliminary Plat – Park and Trail Review The applicant, Lennar (US Home Corporation), has submitted for preliminary plat for a proposed 125-unit townhome development (reduced from 138 units) south of Meander Road, west of CR116 and north of Hwy 55. The park dedication for the entire property was required when the portion which now contains the Fields of Medina neighborhood was platted and 10% of the buildable portion of the entire property was deeded to the City for the Park at the Fields of Medina. The Park Commission reviewed a concept plan of this request at the April 15th meeting. At that meeting, the Park Commission favored the trails within the neighborhood remaining private, since the primary users of these trails will be residents. The Park Commission also urged the developer to consider reducing the density and increasing the buffer and landscaping to the north. The updated plan proposes private trails located partially within required wetland buffers. Staff recommends a condition that these locations be updated. Averaging the width of the wetland buffer may also be an option. See attached report. Recommended Action: Make recommendation to City Council on parks and trails within this proposed development. 7. Hunter Lions Park Concept Plans The City of Medina hired Landscape Architect Candace Amberg with WSB to lead the process in designing concept plans for Hunter Lions Park. Attached are her program notes from our first site visit along with a tentative project schedule. If concept plans are available prior to the July 15th meeting, staff will distribute to the Park Commissioner and we will discuss at the meeting. See attached notes. Recommended Action: Review project schedule and concept plans. 2 8. Lakeshore Park Concept Plans Steve Scherer, Jodi Gallup, and Park Commissioner Troy Hutchinson met with Playground Design company Flagship Recreations at Lakeshore Park on June 22nd. Attached are two playground design options that have been submitted by Flagship Recreations. Both designs incorporate the existing playground while adding new play elements that are fun for older children. We also discussed installing an asphalt surface and basketball hoop at the north end of the park. See attached design options. Recommended Action: Review design options, discuss possible changes, discuss how to engage neighborhood in park design. 9. Diamond Lake Regional Trail Three Rivers Park District has opened the public comment period for the Diamond Lake Regional Trail. The City will advertise this on our website, in email blasts, social media, and in our next newsletter. Three Rivers Park District will be advertising through posting signs in parks, creating pop-up stations to interact with park users, and social media as well. An enlarged map of the proposed trail routes in Medina are included in your packet. Recommended Action: As a Park Commission, create a list of the pros and cons to each area on the map. 10. 2021-2025 Capital Improvement Plan (CIP) Attached is the updated 2021-2025 Capital Improvement Plan based on the Park Commission’s recommendations at the June 17th meeting. The only change was to reduce the amount budgeted from the Municipal Park Fund for the Hunter Lions Park reconstruction. We do not have $500,000 in the fund to spend in the next couple years. Once we finalize our concept plan for Hunter Lions Park, we will be able to better budget the buildout of this park in a phased approach. See attached CIP. Recommended Action: Make final recommendations on 2021-2025 CIP. 7. Staff Report a. 2020 Park Commission Goals. Attached is the 2020 goals list. This agenda item will provide us an opportunity to discuss any progress we have made on our goals. Chair Ann Thies will have an update on becoming an Audubon city. b. General Items. This agenda item is to give a verbal update on any other general park items. The new playground curb at Medina Morningside park was recently completed. Pictures are included in your packet. Staff representation at the July 15th Park Commission meeting will be Assistant City Administrator Jodi Gallup and Public Works Director Steve Scherer. 1 2020 Park Commission Goals 1. List of annual and planned 2020 items i) January 15th – Annual Goal Setting Session ii) February 19th – Diamond Lake Regional Trail – Corridor Planning iii) April 25th (Saturday) – Participate in Annual City Clean-up Day; have booth promoting Diamond Lake Regional Trail (discuss in March) iv) May meeting(s) – Annual Park Tour – May 13th (Hamel, Hunter, Rainwater Bike Tour) and May 20th (bus tour of remaining parks) starting at 5 p.m. v) June 17th – Capital Improvement Plan Review vi) September 19th – Participate in Annual Celebration Day (discuss in August) vii) December 3rd – Annual Holiday/Recognition/Appreciation Party (mark your calendars) 2. Create a list of available parks and trails grant opportunities with timelines. Review applicable grants as they become available. - Subcommittee: Lee, Sharp, Morrison 3. Municipal Park Funding/Robert G Mitchell Jr. Designated Beneficiary Fund Annually review Municipal Park Fund asset inventory, determine life of assets, replacement year, and needed funds for future replacement. Establish process for utilizing funds from the Robert G Mitchell Jr. Designated Beneficiary Fund. Look into possibilities and potential volunteers for creating a separate foundation for park donations. - Subcommittee: Lee and Jacob 4. Diamond Lake Regional Trail Three Rivers Park District has begun the process in identifying land for the Diamond Lake Regional Trail, which will run north-south through eastern Medina. The regional trail will start on the south end in Wayzata and run north to Diamond Lake near Rogers. Three Rivers Park District will work with staff to identify possible locations for the trail and then bring options to the February 19th Park Commission meeting for a workshop to determine the best route and alternative routes. The next step will be to engage the public, which we are proposing holding an “open house” during Medina Clean-up Day on April 25th to reach a larger audience. - Subcommittee: Thies and Bernhardt 5. Bird City Minnesota Mayor Martin passed along information to city staff on becoming a “Bird City”. The attached handout provides additional information on what is involved in this process, which includes: • Engaging people in educational activities focused on bird conservation • Protecting, restoring, and enhancing bird habitat 2 • Reducing threats to birds Are there any park commissioners that have a passion for birds and would want to lead the process/program for becoming a “Bird City”? - Subcommittee: Ann Thies 2020 Planned Park & Trail Improvements Trails • Arrowhead Drive Railroad Crossing (2020) • Arrowhead Trail Connection Railroad-Loram (2020) • Hackamore Trail (2021) • Medina Road Trail (2021) Hunter Lions Park • Create future concept plan (hire consultant) o Subcommittee: Lee, Jacob, Bernhardt Lakeshore Park • Redesign park, look into options for large playground equipment (potentially hire consultant) o Subcommittee: Hutchinson, Thies Walnut Park • Update basketball hoop and striping • Add butterfly garden • Update signage Medina Morningside Park • Replace playground curb and rubber under swings • Replace baseball backstop • Update parking area Potential Land Acquisition • Options for park land purchase in the Chippewa/Mohawk area • Connection to Baker Park • Connection to Medina Lake Preserve o Subcommittee: Thies and Lee 3 Park Commissioner Park Assignments for 2020 o Holy Name Park - Bernhardt o City Hall – Thies o Maple Park - Morrison o Hunter Lions Park - Jacob o Rainwater Nature Area - Jacob o Hamel Legion Park - Lee o Medina Morningside Park - Lee o Lakeshore Park - Hutchinson o Walnut Park - Hutchinson o Tomann Preserve - Thies o Medina Lake Preserve - Sharp o The Park at Fields of Medina – Sharp New Playground Curb installed at Morningside Park New Playground Curb installed at Morningside Park