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7.3. SR 11-16-2020Request for Action Cty Elk — River To Item Number Mayor and City Council 7.3 Agenda Section TMeeting Date Prepared by Public Hearings November 16, 2020 Zack Carlton, Planning Manager Item Description Reviewed by Preliminary and Final Plat: Mulvaney Point Twin Chris Leeseberg, Senior Planner Reviewed by Homes — Tall Pine Holdings, PID 75-656-0115 Cal Portner, City Administrator Action Requested Approve, by motion, the Preliminary Plat for Mulvaney Point Twin Homes, with the following conditions: 1. Submittal of a stormwater maintenance declaration. 2. Staff approval of all site, engineering, and platting documents. Adopt, by motion, a resolution approving the Final Plat of Mulvaney Point Twin Homes, with the condition that the plat be updated to include drainage and utility easements in the corners of lots 5 and 8. Background/Discussion Case No. P 20-21 The applicant, Tall Pine Holdings, is seeking approval of a plat to place eight townhome units (four twin homes) on their own parcels. The twin home development was approved in 2019 as a PUD and is permitted under the current zoning and building codes. To address taxing and address concerns the applicant is now seeking to plat the homes which are already under construction CR 33 3 S RR Hwy 10 CR 12 Planning Commission ywy Prior to the public hearing, staff received a phone call with concerns %9 regarding the operation of the townhomes as rental. Their concerns included price points and risks of affordable housing in the area. The developer noted their rents will be around $1,850/month and due to Figure i _ the included finishes, the rents could not be reduced to thresholds that would be meet affordable housing criteria. No one spoke for or against the proposed subdivision, and the Commission unanimously recommended approval. p a w E R E U 6 Y NaA f RE] Financial Impact None Mission/Policy/Goal The proposed subdivision supports the growth and development of residential properties in the city. Attachments ■ Planning Commission Packet dated October 27, 2020 ■ Final Plat ■ Resolution Request for Action city+ of ElLk _ River To Item Number Planning Commission 4.3 Agenda Section Meeting Date Prepared by Public Hearings October 27, 2020 Zack Carlton, Planning Manager Item Description Reviewed by Tall Pine Holdings, LLC — 11038 183Td Circle NW, Chris Leeseberg, Senior Planner Reviewed by Dustin Heggem ■ Preliminary Plat of Mulvaney Point Twin Homes, Case No. P 20-21 Action Requested Recommend, by motion, approval of the Preliminary Plat for Mulvaney Point Twin Homes, with the following conditions: 1. Submittal of a stormwater maintenance declaration. 2. Adjust parcel lines to remain outside of the drainage and utility easements. 3. Staff approval of all site, engineering, and platting documents. Background/Discussion The applicant, Tall Pine Holdings, is seeking approval of a plat to place eight townhome units (four twin homes) onto their own z parcels. The twin home development was approved in 2019 as a RR PUD and is permitted under the current zoning and building codes. To address taxing and address concerns the applicant is now seeking Hwy 10 to plat the homes which are already under construction Comprehensive Plan The Comprehensive Plan guides this area for mixed uses which allows for high density residential uses. The project itself is currently under construction and complies with the Comprehensive Plan. Parks Park dedication was satisfied with previous plats in the area. As new commercial uses or land is not being developed with this plat, Figure i additional dedication is not required. CR 33 0 CR 12 Preliminary Plat City ordinance section 30-375 outlines the required findings for approval of a Preliminary Plat. 9. The proposed subdivision is consistent avith the honing regulations (article VI of this chapter) and conforms in all respects with all requirements of this Code, including the honing regulations and this article. PV0WIAEU 6Y m/■'► RE The proposed subdivision establishes a single parcel for each of the townhome units and a common lot around the townhome buildings. This project was approved as a PUD and has been reviewed for consistency with city ordinances. 2. The proposed subdivision is consistent n ith all applicable general and speciali.Zed city, county, and regional plans, including but not limited to, the city's comprehensive development plan. The subdivision is consistent with all applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding and drainage are suitable for the type and density of development and uses contemplated. The physical layout and characteristics of the site are not changing due to this subdivision. The existing site is suitable for the proposed subdivision. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, senrage transportation, erosion control and all other services, facilities and improvements otherwise required in this article. As the physical layout of the site is not changing, the subdivision public utilities and stormwater infrastructure have been reviewed as part of the PUD and building permits for the townhome project. 5. The proposed subdivision will not cause substantial environmental damage. As the physical layout of the site is not changing, the subdivision will not cause substantial environmental damage. 6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. The subdivision does not conflict with easements of record. 7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. The area included in the subdivision is currently under development, and the surrounding properties will not be adversely impacted by the subdivision. 8. The proposed subdivision is notpremature. A subdivision is premature if any of the follonring exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sen!er systems. d. Lack of adequate off -site public improvements or support systems. The subdivision is not premature as the above conditions have been provided for. In reviewing the standards for approval of a preliminary plat, the proposed project meets the standards, and is recommended for approval. Financial Impact None Mission/Policy/Goal The proposed subdivision supports the growth and development of residential properties in the city. City Council With a recommendation from the Commission, the City Council will review this application on November 16, 2020. Attachments ■ Location Map ■ Preliminary Plat and site plans dated September 24, 2020 R&M Tall PiHoldin(Tc, LL(--,. Ells; Fii ft1 PL.It Case No: P 0- 1 1 v, e T LEGEND PRL71JtllrV4.RZ PLAT 01�' dlllLY,stN�'Y POINT TIYIN fLOdlZ.S' EXISTING CONDITIONS �310�. 00 05 .. � L6'C.1L OfSCF/PT/ON. ,,E MncE or wE worm RECOMEx. snERWNE couxrc. uixx[smn. nEcoxo ix OT cp I us Al LET 2 N };a W.M.FEET OR BE /' ' a�n�\ LOT s Est 50 n FEE, OR 1.Z. 15 ICE �e oaon pac r+a�uucv<ryax i xmg a �� Ex'M st'olab S(/FY6J77iPS NOTd: fl _ oLfoL0L5.va / i �Cpf urxw JIIII IaaiuEUExts IRE Exinixe nxo ,nEnE BILL BE NO srcE iuwEUExrs IT ILL. .. ca,raous a<< / e�� x8 �8 m. ? --- S44'Il 49 E 4 1, < a OT <01 A. a i a zm C6R91llC/TION �� D ,nE" ;,n of —E—R Y, oxBEo Uxo x x rox� a ,nE MTOF ,nE _ \ \ \ S roan: xov,-EYINGG zz«o Ux� RE WW��WCo oa SHEET 1 OF 3 SHEETS JOB NO: MULVANEY POINT TWIN HOMES FT HONSA SURVEYING LOCIIED AB ACC 7 AB IW ON suw[vos xss xo, nxxsiduv utcxrto uxo[scxouxn "Le ddµ IN (661) 5Y1- LEGEND jE�MZI UNARY PLAT OY ULUANZY POINT TIYIN h'OJI S o.,..,� SITE, GRADING AND EROSION CONTROL PLAN ` \ CONCRETE WASHOUT AREA PER MPCA/NPDES REQUIREMENTS \ STOC PI�E AREA / \ \ EX H MATCH EXISTING C&G SEE SWPPP FOR / RIM DB.T EROSION CONTR REWIREMENTS / ($E) = 894AG \\� IN . NE. S!"'; ) 0B5.OD 111s S. m\ (ELEV'S PER ASU. FIEL V ) /C01 CT TO XISTING 8" PVC n ....nm urt. vvEAPCO uECTIDN INVERT [....--VX »p .... pox pP[ [mxux[rrt sn PROPERTY LINES = CONSTRUCTION LIMITS a (TYP.) / \ y.. m El. . xunxu xen MnMNm. a m SWALE INTO POND �o \ 0 mnn mx 4' CURB CUT O INSTALL INLET PROTECTION "• TEMPORARY ROCK CONSTRUCTION ENTRANCE '� � •�� � "° oar PROP. B612 CURB & GUTTER (TYP.) A, EROSION CONTROL NOTES 1 ADSTURBED AREAS TO BE SEEDED AND MULCHED. EXCEPT INLL NUMDER 8 BELM L z. 1111 AICIDRED) N DSTURBED AREAS OTHER AND Nf LTRATION AREA 3. SEED MNBOT TYPE 15 121. AT A RATE OF 365 LB/AC INFILTRATION AREA SEED MNDOT TYPE 33-261 AT A RATE 01 LB/AC USE ON POND BOTTOM AND UP DOE POPES WHERE 11 AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS (POSSIBLBA E 01-I R1EAECORDS OSf AIEHE VARIOUN IN THE FIELTY D THE INFORMATION NOT TO BE RELIED N AS BEING EXACTIELD LOCATION OR COM COMPLETE. PH BA I I PRIVATE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHRLD CONTACT GOPHER STATE ONE CALL AT (651) 45x-000P. OTTER SET DR DEFILE SLOPES SHALL BE k1 OR FLATTER UNLESS 1 PROPOSE AD DE COTOUWRINIER�LS SHOWN AT FO OOTNTE VRALS. S IF ANY EXISTING STRUCTURESNTO REMMNHARE DAMAGED OURING VAL3 CONSTRUCTION II SHALL BE THE CONTRACTORS RESPONSIBILITY TO RETURN ATD/OA REPLACE THE EXISTING STRUCTURE AS NECESSARY 10 6. TDPOGRRAPHHCKIS FORIF CORTTON CONTRACTOR DOES A T �OGRAEPT HHIC GRVEY BY TOPOGRAPHY AS SHOWN ONTHEKAANSSR WITHOUT EXCEPAPHIC SURVEY TION, MADRHE SHALL EGISTERED LAND SURVEYOR AND SUBMIAT HIS T TO THE OWNER FOR REWEWY A X. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. GALL DD. ISTURBED AREAS WITHIN THE PUBLIC RIGHT OF WAY SHALL BE BCOIpMCTEDTSECON AND C RMEPAlALE AREAS ESHALL SED WITH EOUPME TNOT IN THESE AREAS TO AVGO SOIL CONPACTION. L WITH FLOW ARROW � x9 \ � SWALE INTO POND [[xT[B pR[R DWI[ .. -,. \ 6 .. D[xn[B nxRAIN WL�[R \ .. NO —EX ML ycy SWALE OUT OF POND 5.0' LENGTH BERM \ \ s y INV = 906.5 1-0 INFILTRATION BASIN BOTTOM = 904.0 \ \ TOP = 906. HWL = 906.8 FeWWe[r [r a rWawv aem woarr rWn \ � \ PROPOSED PARKING LOT 9G VARIES 1.5' BITUMINOUS WEARING COURSE (SPWEA440A) (2360) BITUMINOUS TACK COAT (2311 2.5' BITUMINOUS NONWEARING COURSE (SPNWB440A) (2360) 8" AGGREGATE BASE PLACED CL. 5 (2211) 6' SUBGRADE PREPARATION (2112) (INCIDENTAL) SHEET Y OF 3 SHEETS MULVANEY POINT TWIN HOMES HONSA SURVEYING rae rrse ■iI LA% MW (a» Ae-aee LEGEND jE�MZI UNARY PLAT OY J167ZV Z/I" POINT TIYIN h'O L'S o.,.. UTILITY PLAN m \ s • nrwrm rmw � \ / r I X • ww w�[ \> EX H X RIM OB.7 895.00 (ELEV'S PER lSBUILT. FUEL VERIFY) FIEL Y . — \ ON ECT TO EXISTING B" PVC c.... um[•raw m ru \ / FI I V (APPROX.) B95.B9 FIE VERIFY CONNECTION INVEI 1 '"..IX9 m"°•LM •Am »Q .... AON N"L No"�•LXr sn LLW.,m" LENGTH OF CONNECTION'\PIP F \�(sae.s MAY VARY DEPENDING ON EXACT RIRM 906.4 IN U (N) = 695.29 ICJ ISW) = 895.5 )i' -I �c�` rx� . . " LOCATION OF EXISTING PIPE END / q.. unM.0 xen �. . •xex � ii�i •�°ii�ei�eLi�i ass •e ui �i n se scene �eOewa�a r°�iou x �ilelw Fa•o o For wrWr •eo n ummM wa o r � mm o m�i r�ii�e�ieLaiwgros�rlu�rc x valor a• •a r•se•a uem Wearer rd UITLITY NOTES: . SANITARY SEWER CONNECTION LOCATION IS APPROXIMATE AND MU EXISTING UTILITIES MUST BE FIELD VERIFIED (SEE GSOC NOTE BELOW) VARIATIONS FROM THE PLAN 3. SANITARY MAIN IS B' PVC SDR 26. 4. WATER MAIN IS 6' PVC C900 DR16. 5. ALL UTILITIES AND PLUMBING TO BE COMPLETED PER CITY CODE AND 2015 MINNESOTA PLUMBING CODE. IRRIGATION SYSTEM DESIGNER. B. UTILITIES ON PLAN ARE SHOWN WITHIN 5' OF THE BUILDINGS THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR FINAL CONNECTION TO BUILDING LINES COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS ACCORDINGLY. 10. CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES DAMAGED DURING CONSTRUCTION. 11. CONCRETE THRUST BLOCKING AT 6" WATER PIPE BENDS PER CODE. 12. MINIMUM OF 7 FEET OF COVER IS REQUIRED OVER AL WATERMAIN. UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN MINIMUM OF 16' VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. WATERMAIN AT EXTRA DEPTH IS INCIDENTAL. 13. MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 18' VERTICAL SEPARATION IS REQUIRED FOR ALL MAIN UTILITIES. CONNECT TO EXISTING 8" PVC WATERMAIN IRRIGATION HOUSING TYPE AND DIMENSIONS TO BE DETERMINED BY IRRIGATION SYSTEM DESIGNER -ONE (1) 22 BEND AND ONE (1) 11" BEND TO MAKE 33 J" BEND —ONE (1) 22 }" BEND AND 4" PVC SCH 40 SAN SERVICE (TYP) AND CLEANOUT (TYP) WATER SERVICE (TYP) 1.5" DOMESTIC SERVICE COPPER OR OTHER MN DU APPROVED AND CURB STOP (TYP) -HYDRANT AND GATE VALVE SHEET 3 OF 3 SHEETS JOB NO: MULVANEY POINT TWIN HOMES LEGEND jE�MZI UNARY PLAT OY ULUANZY POINT TIYIN h'OJI S o.,.. SITE, GRADING AND EROSION CONTROL PLAN ` \ CONCRETE WASHOUT AREA PER MPCA/NPDES REQUIREMENTS __j our m m \ C \ STOC PI�E AREA / \ \ EX H MATCH EXISTING C&G SEE SWPPP FOR / RIM 08.7 EROSION CONTR REQUIREMENTS / E) = 89V.9G \\\ IWW (�, NE, -1 - 895.00 llls 5 m\ (ELEV'S E ASBUILT. FIEL V ) X.... MMw-1 \ Y / / 0 CT TO XISTING 8" PVC n....nm urtx \ / _.Y / / FIE VVEPX. CONNECTION95.84INVERT I' N P. H 1 I (SW) = 895.5 m , , D.—PROPERTY LINES = CONSTRUCTION LIMITS INSTALL INLET �/ rW " a \ \ PROTECTION a (TYP.) B ^ •n • • \ \ \ �.Q� TEMPORARY ROCK CONSTRUCTION ENTRANCE q.. unmu xen $S L•1�.. ,Mllm mxnM .xm, SWALE INTO POND 8 m Xl NMnw \\ B IXv IN 90.i3 \ \ A GH 6S 98 MH- nuR oNc \ oG+ -� \ \ \ �8 L •PB \ « s .... DENnL: nxRAW WLWLR \ .... oExnER nMm nx.x \ \ �� - - - - - - - - - - I \ 8 \ 5� �wFrW� a I�Oer s� ear s�i� � Lew \ 4 OWAbw xr Wa rWewa uWe® woi•er rWn \ \ \ EROSION CONTROL NOTES 1 ADSTURBED AREAS TO BE SEEDED AND MULCHED, EXCEPT INLL NUMDER8EEOW U z. 11SK AICIDRED) N DSTURBED AREAS OTHER AND NFLTRATION AREA 3. SEED MNBOT TYPE 15 121. AT A RATE Gl 365 LB/AC INFILTRATION AREA SEED MNDOT TYPE 33-261 AT A RATE 01 LB/AC USE ON POND BOTTOM AND UP SEE 9.DPE3 WHERE 11 ND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ISERE BA01-I RECORDS OSf THEVARIOUSIN THE FIELTY D THE INFORMATION IS NET TO BE RELIED N AS BEING EXACT OR OC ICOM L TEIx ALL PH BA PRIVATE UTILIIIES`PRIOR TO CONSTRUIELDCTION. THE THE CONTRACTOR SLICHALL CONTACT GOPHER STATE ONE CALL AT (651) 459-0OGP. OTTLL SET DR DEFILE SLOPES SHALL BE k1 OR FLATTER UNLESS 3 PRSN` [D GRGDE CONTOUR INTERVALS SHOWN ATT F.GT S F ANY EXST NG STRUCTURESNTO REMANHARE DAMAGED OUR NG VAL3 CONSTRUCTON 11 SHALL BE THE CONTRACTORS RESPONSIBILITY TO RETURN ATD/OTO E REPLACE THE EXISTING STRUCTURE AS NECESSARY 10 B TOPOGRAPHIC NFO TION CONTRACTOR D FROM A TNOT �OGRAEPT EHC GRVEY BY TOPEOG°APDEY AS SHOWN ONTHEKAANSSR WITTHOOUT REXEEPBTION. EG SHALL LAND SURVEYOR AND SUBMIHIS T TO THE OWNER FOR RENEW. A D X. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. GALL DD. ISTURBED AREAS WITHIN THE PUBLIC RIGHT OF WAY SHALL BE 9C011AITEDT SECON ND SWALE REPAHA'&REAS ERALL BSED EIT"EWPME TNOT IN THESE AREAS TO AVOG SOIL CONPACTION. u W H — FLOW ARROW DALE INTO POND -SWALE OUT OF POND 5.0' LENGTH BERM INV = 906.5 INFILTRATION BASIN BOTTOM = 904.0 TOP = 906.0 HWL = 906.8 PROPOSED PARKING LOT 96 VARIES 1.5' BITUMINOUS WEARING COURSE (SPWEA440A) (2360) BITUMINOUS TACK COAT (2311 2.5' BITUMINOUS NONWEARING COURSE (SPNWB440A) (2360) B" AGGREGATE BASE PLACED CL. 5 (2211) 6' SUBGRADE PREPARATION (2112) (INCIDENTAL) SHEET Y OF 3 SHEETS MULVANEY POINT TWIN HOMES HONSA SURVEYING Aee rrse miI Fw% w (a» Aw-ae IEEDI SIEREOF�nRD TIE _ Mr Of 9aM, nxD SAID PUT 6 ix CONP CE ITI _ P_EOD S OF uixxE50Tn SIni�R 9ECigx LIEDL S. u ­1 11D RECOEEDS, CO x OF sI KIRIE, STEVE OF uixxECOU ry I'% SER. sos.oz,, sum. 9. Tnx[s 1"r a TIE xun "' ON TIE uxD IExnx DESCS—D MIE SEE. Pun. I.R To uix.Ea suTurEs, sEnpx sn.,z, TIExE — w DEuwuENT TnxU n Tw,.SFER ENTE9ED Dx T.OF s RBI9xE CO x nuDITORf usurcx MULVANEY POINT TWIN HOMES \ \ / \JSfyryRl vy}use y e 10, < a; or _ * 10, ,P \ J T- - - - - - - - - - - - — •�f.� ic9e] \ \ ^---1-GE nxD umm—ELIENT ---J �\ Rs'�315,g'B001 -28.Z, s„•„ '4(9T IN L •RE sMMx DnLT. —.E.. II o lI I io ID"I DO FEET I" STKE, iixq IS SHLOT xox PUT axiw LEGEND p 9 sin• I ,n �x.ED ,CExsE wxml n9nnD 111ESS OTIEENBE • s rc/� �mx P�L.E. D. ESE DCEISE mu9EI Is sxaxx nwax1ID TIE Svu9nj.xo TZE \ \ I m DEGREES \ n, •xorEs ,e sECoxDS .EST City of Elk River Resolution 20- A Resolution of the City of Elk River Granting Final Plat Approval for Mulvaney Point Twin Homes Case No. P 20-21 WHEREAS, application has been made for final plat approval, pursuant to Section 30-374 of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as "the Property"; and WHEREAS, a preliminary plat of the Property was approved by the City Council on November 16, 2020; and WHEREAS, the proposed final plat is consistent with the preliminary plat as approved by the City Council; and WHEREAS, the proposed final plat complies with each of the conditions set forth by the City Council in its approval of the preliminary plat of the Property; NOW, THEREFORE, BE IT RESOLVED It is hereby determined by the City Council for the City of Elk River as follows: A. The proposed subdivision is consistent with the Chapter of 30 of the City Code of Ordinances and conforms with all of its requirements. B. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans including, but not limited to, the City's Comprehensive Plan. C. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. D. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required herein. E. The proposed subdivision will not cause substantial environmental damage. F. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. G. The proposed subdivision will not have an undue or adverse impact on the reasonable development of neighboring land. 2. Final plat approval is hereby granted for the Property, subject to the conditions set forth in attached Exhibit B. The officers of the City are hereby authorized, once the conditions set forth in Exhibit B are met and complied with, to sign the final plat for the Property and to issue a certified copy of this Resolution giving final approval of the plat. 4. The owner of the Property is authorized to record the final plat as required by law and shall file proof of said recording with the City. No building permits will be issued for the Property until the final plat is recorded. This final plat approval shall expire two years from the date of this resolution if the final plat is not recorded within that time. Passed and adopted this 16Ih day of November 2020. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk i EXHIBIT A LEGAL DESCRIPTION Lot 3, Block 1, MULVANEY POINT, according to the recorded plat thereof, Sherburne County, Minnesota i EXHIBIT B CONDITIONS OF APPROVAL 1. The plat shall be updated to identify drainage and utility easements within lots 5 and 8. i