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HomeMy WebLinkAbout2022-07-21 TPC Planning Report TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231.5840 Facsimile: 763.427.0520 TPC@PIanningCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: July 21, 2022 RE: Oak Park Heights — Stillwater Crossing Shopping Center — Site Plan Review— 5950 Osgood Avenue North TPC FILE: 236.02 — 22.05 BACKGROUND Eric Bjelland of Stillwater Crossing LLC has made application for a Site Plan Review for consideration of a parking lot on MnDOT right of way at 60th Street and Osgood Avenue. MnDOT has a permanent easement on the frontage road that will not be used when the frontage road is closed to the west at Oren Avenue and to the east at Osgood Avenue. MnDOT is proposing to lease the use of a portion of the frontage road to Stillwater Crossing LLC for expanded parking. EXHIBITS The review is based upon the following submittals: Exhibit 1: Applicant's Narrative Exhibit 2: Site Location Map Exhibit 3: Grading and Drainage Plan (2) Exhibit 4: Middle St. Croix Watershed Management Organization — July 15, 2022, Letter Exhibit 5: Osgood Avenue Frontage Road Construction Plan (3 sheets) PROJECT DESCRIPTION The applicant's narrative for the project is found as Exhibit 1. ISSUES ANALYSIS Comprehensive Plan. The property is designated as Commercial on the Proposed Land Use Map. The continued use of the site as a mixed-use shopping center with the additional parking is consistent with the Comprehensive Plan. Zoning. The property is zoned B-2 General Business District. The retail and restaurant use are permitted in the B-2 Limited Business District. While the site complies with the parking requirements of the Zoning Ordinance, additional parking is often required to accommodate the Carbone's restaurant. It was determined that this parking expansion is on a permanent MnDOT easement that is not subject to provisions of the Design Standards. It would require review by the City Council for site plan approval. A public hearing is not required. Parking. Section 401.15.F.9 of the Zoning Ordinance requires six spaces per each 1,000 square feet of gross floor area for a shopping center. The parking calculation for this site is as follows: Suite 9000 and 9010 — 2,548 sq ft x .9 = 2,293 / 167 = 14 Suite 9020 —2,579 sq ft x .9 = 2,321 / 167 = 14 Suite 9040 - 944sgftx .9 = 849 / 167 = 4 Suite 9050 —4,078 sq ft x .9 = 3,670 / 167 = 22 Suite 9100 — 3,325 sq ft x .9 = 2,992 / 167 = 18 Suite 9120 - 973sgftx .9 = 876 / 167 = 5 Total 77 Stalls The building requires 77 parking stalls. The shopping center currently has 94 parking spaces, four of which are disability accessible. There is a surplus of parking. The additional parking will accommodate overflow for the Carbone's. The additional parking area will access from the existing parking lot to the south and include 30 parking stalls. All the spaces and drive aisles will comply with Zoning Ordinance standards. Landscaping. A landscape plan has not been provided. There is adequate area surrounding the parking lot to provide landscaping. A landscape plan shall be submitted for City Arborist review and approval. Lighting. No lighting plans were included as part of the application. If site lighting is to be installed, lighting specifications will need to be submitted, the fixtures shall be full cut off, and be consistent with Section 401.15.B.7 of the Zoning Ordinance. Grading, Drainage, Erosion Control and Utilities. The City Engineer has no issues with the proposed parking lot and drainage. The grading and drainage shall be subject to the conditions of the Middle St. Croix Watershed Management Organization as outlined in their July 15, 2022, letter(Exhibit 4). Signage. No signage is proposed. Design Guidelines. The proposed parking lot is not subject to Design Guidelines, but review by the City Council is required. 2 CONCLUSION / RECOMMENDATION Subject to the preceding review, City Staff recommends approval of the Site Plan subject to the conditions that follow: 1. The plans shall be subject to review and approval of the Minnesota Department of Transportation. 2. The grading and drainage shall be subject to the conditions of the Middle St. Crois Watershed Management Organization as outlined in their July 15, 2022, letter. 3. A landscape plan shall be submitted for City Arborist review and approval. 4. If site lighting is to be installed, light fixtures shall be full cut off and be consistent with Section 401.15.6.7 of the Zoning Ordinance as it relates to lighting requirements. 5. If signage is to be installed, it shall be designed to comply with the Zoning Ordinance requirements for size and internal illumination. pc: Julie Hultman 3 ef- ' L Addendum to Development Application June 30, 2022 Owner&Applicant: Stillwater Crossing LLC, a MN Limited Liability Company: Legal of All the Lots: Stillwater Crossing LLC is the fee simple owner of Block 2, Lots 7-9,St. Croix Mall PUD. MNDOT has a permanent easement on the frontage road that will be vacated for use when the frontage road is closed to the West at Oren and the East at Osgood. MNDOT is proposing to lease the use of a portion of the frontage road to Stillwater Crossing LLC for expanded parking. c •� &t. a l r , , 711 ':.-,._:.,:::':,..,.....,.._, __ .. ...., _ , ..' ' .' 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THE CONTRKtOR SHALL BE RESPONSGU FOR PRONDNG AND "WANING TRAFFIC CONTROL DENCES SUCH AS BPIRI W ING SIGNS NKCIHINK LWIS RUGGERS Z AND LIGHTS TO CONTROL THE MOVFMEN7 OF TRAPIC WHERE NECFSSKV P WAIT OF THESE CENCES SHALL BE APPROVED BY THE OM AND ENGINEER PRIM TO PUCEHEW TPOFRC CONTROL DFACES SWLL CORPORA TO APPRMfEATE MOOT STANDARDSqu. 9 BITUMINOUS PAVEMENT AND CMCRfIE SECTIONS TO BE IN MCOANa NTTH THE RFCCMMEN MTIONS M THE GEOTfCHN ICA. ENG W EER 10. CONTRACTOR SH MAINTAIN FULL ACCESS TO LDIACEM NkDPIG1ES OUNNG CONSTRUCTION AND TA% Nt PRECAUTIONS NEQSSA N TO AMD PROPERTY DMAGE TO ADIAQNT PRMERTIM Il. LTCIFGHTINGSHOINONNANISFORRFFEGE ONLY REFERTOUGMINGPLIdYMPARFD 1^lei BY OTHERS FOR SHE UGHRNG MINIS AND PHOTOMETPoCT X I••10 0• w Ca 60• NOT FOR CONSTRUCTION �s# i N Z E Z 0 m CT aZ x V C av 6 6 < O O 0 t�t d� e'B6 w Lu J m O= W cz p G z ]Z[ T NUMBS. Q 1 rc S 07/05/22 m 0 EBEFt 0026157.00 ,1K1 N f Y GRADING NOTES I. LOCATIONS AND ELEVATORS M IXISEEM UNLESS OTHERWISE NOTED. 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D' 20 •0' 60' CWTRARWSW3l NOOSE 1D ALLKD"SFGmME P TO.E.INIEBEERf ATTR SNSOWAWLBE SUMMED OOSFEET.pN1 FIFVAlIdE50N PION gEFLECE MF ,O INANYPIPEW UNMSWip➢PHVNNDTOW O0D 10" sVMPEOfLfVgTONS. ME N, MY DARMECONSECMCIES OF SO BYMED CONSEWMCFS OF OR NESCMDFESE VNSCHFWLEOdSRUMIWS 11 ALL GTOI BARN CASTINGS W<UBB SIWIBF SIIMIfD 70 THE PUBLIC OFTHE IO NNE PUBIKNR IOBEMFBF5Pd1ABILMWiNF D.15 MET AND MAINOIE CASTINGS IN PAM APPEAL SWyL [OMG[IW BE SUMPED 005 R:M. RM ELEVATIONS W PLAIN RMECE ME BUMPED UWATIONS. 3, EROSION AND SILTATION CONTROL 00. THE CpN]M M ,,E, ASSUME COMPLETE RESPON't UDY FOR C MTROLLNG ALL SILTATION AND EROSION OF THE PROJECT AREA THE CONTRACTOR SHALL USE WINTEPW MLWS NECESSNIV TO CONTROL THE EROSION AND SILTATION INOLMNG OUT NOT UNITED TO: CATCH &WN INSERTS. CONSTRUCTION EN3RpNCFS. WMION [ONIRIX BIFNKFi, AND SILT FMCS. ESC MAACpAMENCE PATH GWUNGANDCONTNUF TARO HOVi1HEPROIFRVMILACCEPEANaEO ELWNEIVNEOMMERTIN COMPACTORSRESPONSIBIUTYINCLUMSA NPUMMTA1 MRE EDTO PREVENT EROSION AND THE DFICW NG OF MT.THE OWNER MAVOIRECT THE CONTPARORSMUMODSASDEEMEDNTTOPRORR WOPFWYAND IMPROWMEMS. ANY DEPOMroN MMT OR MUD ONNEW OR FYJSTNG PAVEMENT GRIN fX15nN45TOPA $kNFR50R5WgEE55EMll BF REMOADATW EACH FINN EWM.A EOIDARFASSHNLBEOE WTOMES%FAUIONM LL THEOWNERAATMEMP %MMECOMRA Md TEMPORARYEROSION CONTRWSHALLBEMMO BVn1ECMDRACfM0. MMETUUIS ESTABLISHED. A. ALS1RSS1 STUMfD"NGMMNGHOURSMUSTBf O. MATMEMD OF EMI WORNNG OAY ACONSTRUCNON MIPANCE TOTNEMF MUSE BE PROMMDACCO NGTOMMUTOMMa TMCU"WARTONTOPUBM STREETS, S. PRM05FDPONOSSHNLBEEKUVATEDFMTANDMWMTEMPORAHY"MG DURINGCOMETRUCEON. 6. VMENNSTAWNGMO KFEMFDMDSEC1pH"MGTHESWTFMdM AOVERMF FWROENDSERIMSh COVF0.g5T11RBFDPRfAS Wml LPW.. ME UPSfREpM f WEDMD SECTIONS SHIN WWF WCODDBW BUNRL INSTATED ON iMf gsiLWiBFDSgM. D. POND SLOPES SHALL BE MNDOT SEED MIK 33-261 AT 35 -POUNDS PER ACRE. E. GENERAL SKDIN45WYL BE MNWT 90 MM 25 -1ST AT 30 -POUNDS PER ACRE. F. MUCH SNAIL BE MNDGE ME 1 APPLIED AT 2 -TONS PER AOT. 9. TOR AREAS WEM SLOPE OF I.I OR GREATER RESTORATION WDH SW OR EAMMN CONTROL BLANKET IS REQUIRED 10 ALL TEMPORARY STOIXpILFS MOST HME SILT FENCE INSTALLED AROUND MEM TO TRAP SEGMENT Il, ALL CONSTRUCTION SMALL CONFORM TO LOCAL AND STATE RILES INCLUDING THE NATIONAL POLL TUOT DISCHARGE ELIMINATION MTEM MPDED PEAMR RFIX.1RWfNTS. 12. MESIRMUSTBEIEEPIINAMULL NEDCONMIONAlALLTIM S, ME CONIMCIOR 5 W1L BF RESP W ABM FOR ]FMpOpgRY q TUNES. P W NG LOW MEANS PFCUWDTONSURE PROPERACH MOST WANG [ANSI N APCE LOW ORML IN ROADWAKG WIWNG PAOB M{bT RF PRONDfD WN APOAIM dD0.0W 13, PMMSTMUSUSMFMHANNGSNALNKEMFMF SM.DMMS, STREETSWFEPINGSHAILBECONW WW SREWORIL '' .MM.RFGMNRR .x04NOWJFNYN i4WA5XG[oMffMiY [OxiPoii4u[AwMi I; m TnMAAiDWUAMms�wi�.LUNC W�o MUMD-.YR.l N MT,.- NHAR NF ✓F, BNUIMUP y Y -f-T4 LRaR mSCi�y�M IriE.s �silvE.,w. . >' � ) V d4N+CryMiuoSS.RttMIu PYrwu'xJM REP SECTIONmaNcupf io rR°NDira`I'I'irdP'M'mf9XmgmLLWw s '^xa� r I � HN Y M : AMM,F .ccuG.,IT RT il.RR RRYRCMOF I I 06: DRAINTELOOVERELOW SOCTpN OuiHiy{ L siwu RYAAp PAvwart - STORMWATERDLTMTIONBASIN LEGEND CaNb H.bdmel."": GENERAL EROSION CONTROL NOTES 811 or call811.com-GmmL- 1. ME CONTRACTOR ISSPFOFlCNLY CAUFpNfD THAT INE LOCATMANMDB ] A MPAVFDMFASALTEREDWFTOCONS]RUC NAC BUMKTBE EIEVATIONOTMET1NGUEnW AS SHOWN ON THESE PIARE NS ABASED ON RESTORED WITH SEED AND MULCH, SOD, 1111LON CONTROL BIANW OR BE HARD RECORDS OF THE VAWOUS UTIIMCOMPAIAES ANDVMRED MEASUREMENTS SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. TAKEN IN THE HELD THE INFORMAMM SHALL NOT BE RELIED MAS KING OUNCE IMP[RMWSDRNN114FARfA 129205E ORCOMPLETEi ECONTRARORSNALLVFMI UI511NGCONDnMSP"TO 8. THE BILE MUST BESTABNmDPW THE PEONREMFNIS CpiHF MPU NppES, CCNSTRURICN AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES MNDOT.NIDCm'. 2. NE9LTFENaMDOTHFREROSIWCONTRWMMMSWYLBEIN4LARPMM TO ANYWUVAt10NKIXNSTRULHON NND5HN18E MNMNNFD UNI1L WAalE A i PORARYIGR MTHANI-VUPSFEDSHAEBEMNOOTSEMMM22-111 AT305-POUNDSPERACRE TURFORG0.0WNO COVER HAS BEEN ESTABLL91FD, EM1511NG SILT iFN[F ON -SRF PROMpFD RfiFMION VOLNIE WOE WOE SNNLBEMMVipNW A1DMPFMOVEp pNDSHALL BfCdN9OFRfD WODFMX B. 1EMPORMYQ T.1-VASOSEEDSHNLBEM WTRfDMU21-112 TOMEGRADINGOONIWLC'T. nISOFIXIREMEIMPORTANDIMBEANUR,, RAYOR21-111 GFRlNG MERATIW-0pUNDBNRAOIE CURRENT FIELD CdMMONS WITH RESPECT TO EROSION CONTROL TEMPORARY,PCNMNGINW. p .ETC.REDUIREDBV7HECRVSXALL1E1NODfMATO C INRLTGTIONVEILTRATION BASIN SHALL BE MNDpT SEED NOR U-262 AT THEGRAgNGCONTRACT MSADUHDSPWACMC 3, EROSION AND SILTATION CONTROL 00. THE CpN]M M ,,E, ASSUME COMPLETE RESPON't UDY FOR C MTROLLNG ALL SILTATION AND EROSION OF THE PROJECT AREA THE CONTRACTOR SHALL USE WINTEPW MLWS NECESSNIV TO CONTROL THE EROSION AND SILTATION INOLMNG OUT NOT UNITED TO: CATCH &WN INSERTS. CONSTRUCTION EN3RpNCFS. WMION [ONIRIX BIFNKFi, AND SILT FMCS. ESC MAACpAMENCE PATH GWUNGANDCONTNUF TARO HOVi1HEPROIFRVMILACCEPEANaEO ELWNEIVNEOMMERTIN COMPACTORSRESPONSIBIUTYINCLUMSA NPUMMTA1 MRE EDTO PREVENT EROSION AND THE DFICW NG OF MT.THE OWNER MAVOIRECT THE CONTPARORSMUMODSASDEEMEDNTTOPRORR WOPFWYAND IMPROWMEMS. ANY DEPOMroN MMT OR MUD ONNEW OR FYJSTNG PAVEMENT GRIN fX15nN45TOPA $kNFR50R5WgEE55EMll BF REMOADATW EACH FINN EWM.A EOIDARFASSHNLBEOE WTOMES%FAUIONM LL THEOWNERAATMEMP %MMECOMRA Md TEMPORARYEROSION CONTRWSHALLBEMMO BVn1ECMDRACfM0. MMETUUIS ESTABLISHED. A. ALS1RSS1 STUMfD"NGMMNGHOURSMUSTBf O. MATMEMD OF EMI WORNNG OAY ACONSTRUCNON MIPANCE TOTNEMF MUSE BE PROMMDACCO NGTOMMUTOMMa TMCU"WARTONTOPUBM STREETS, S. PRM05FDPONOSSHNLBEEKUVATEDFMTANDMWMTEMPORAHY"MG DURINGCOMETRUCEON. 6. VMENNSTAWNGMO KFEMFDMDSEC1pH"MGTHESWTFMdM AOVERMF FWROENDSERIMSh COVF0.g5T11RBFDPRfAS Wml LPW.. ME UPSfREpM f WEDMD SECTIONS SHIN WWF WCODDBW BUNRL INSTATED ON iMf gsiLWiBFDSgM. D. POND SLOPES SHALL BE MNDOT SEED MIK 33-261 AT 35 -POUNDS PER ACRE. E. GENERAL SKDIN45WYL BE MNWT 90 MM 25 -1ST AT 30 -POUNDS PER ACRE. F. MUCH SNAIL BE MNDGE ME 1 APPLIED AT 2 -TONS PER AOT. 9. TOR AREAS WEM SLOPE OF I.I OR GREATER RESTORATION WDH SW OR EAMMN CONTROL BLANKET IS REQUIRED 10 ALL TEMPORARY STOIXpILFS MOST HME SILT FENCE INSTALLED AROUND MEM TO TRAP SEGMENT Il, ALL CONSTRUCTION SMALL CONFORM TO LOCAL AND STATE RILES INCLUDING THE NATIONAL POLL TUOT DISCHARGE ELIMINATION MTEM MPDED PEAMR RFIX.1RWfNTS. 12. MESIRMUSTBEIEEPIINAMULL NEDCONMIONAlALLTIM S, ME CONIMCIOR 5 W1L BF RESP W ABM FOR ]FMpOpgRY q TUNES. P W NG LOW MEANS PFCUWDTONSURE PROPERACH MOST WANG [ANSI N APCE LOW ORML IN ROADWAKG WIWNG PAOB M{bT RF PRONDfD WN APOAIM dD0.0W 13, PMMSTMUSUSMFMHANNGSNALNKEMFMF SM.DMMS, STREETSWFEPINGSHAILBECONW WW SREWORIL '' .MM.RFGMNRR .x04NOWJFNYN i4WA5XG[oMffMiY [OxiPoii4u[AwMi I; m TnMAAiDWUAMms�wi�.LUNC W�o MUMD-.YR.l N MT,.- NHAR NF ✓F, BNUIMUP y Y -f-T4 LRaR mSCi�y�M IriE.s �silvE.,w. . >' � ) V d4N+CryMiuoSS.RttMIu PYrwu'xJM REP SECTIONmaNcupf io rR°NDira`I'I'irdP'M'mf9XmgmLLWw s '^xa� r I � HN Y M : AMM,F .ccuG.,IT RT il.RR RRYRCMOF I I 06: DRAINTELOOVERELOW SOCTpN OuiHiy{ L siwu RYAAp PAvwart - STORMWATERDLTMTIONBASIN LEGEND FILTRATION AREA CALCULATIONS ESISTNG PROPOSED IMP[RMWSDRNN114FARfA 129205E PROVERTY LINECwcN P11fMpN VMIRAE OMPERMWSHRFA'0.55? SQCF 5W WWN COttOVR PROMpFD RfiFMION VOLNIE WOE WOE - - �N2�� INIWVA CONTWR OME AND GUMFR -"' PONDNOWIALWATWLEVFL -"- SILT FENCE - -My STORM TURNER X 4 ► RONALD MD SECTININDN ILII - I WATER MAN SMITAFOSEWER 3 1 t T i i - MEAMwG WNL DRAIN TIM ROCK CONSTRUCIION ENTRANCE ROLE, y MFRGENCYOVERHOW C, BI W+P SOL BORING LOCATION OO TMST MWECTION D' 20 •0' 60' NOT FOR CONSTRUCTION 31 l„ NUMBER 2 a z G 06/28/22 a 45 5 HAY WARD AVE. N, O A K D A L E, MINNESTOA 55 1 28 Phone 6 5 1. 3 3 0. 8 2 2 0 x 2 2 f a x 6 5 1. 3 3 0. 7 7 4 7 www , m s c w m o. o r g July 15, 2022 Eric Johnson, Administrator City of Oak Park Heights 14168 Oak Park Blvd. N. Oak Park Heights, MN 55082 RE: Osgood Ave/TH 36 Revisions, Oak Park Heights Dear Mr. Johnson, �4LLt 4 The Middle St. Croix Watershed Management Organization (MSCWMO) received an application from Washington County for project review on June 171h, 2021 for the Osgood Ave and TH 36 Frontage Road project, located within MSCWMO boundaries and in the City of Oak Park Heights. The proposed project qualifies for full review under the MSCWMO 2015 MSCWMO Watershed Management Plan (WMP). The Washington County project was initially reviewed and found to satisfy all MSCWMO performance standards and satisfied volume retention standards by removing a substantial amount of impervious and converting it to pervious vegetated area which changed the hydrologic condition and utilized the turf to stormwater credits to meet volume retention goals. After the initial MSCWMO review and recommended approval of Washington County's project, Midwest Retail Ventures, proposed a plan to utilize a portion of the frontage road slated to be converted to pervious vegetated area as an expansion of the parking lot for Stillwater Crossing (Carbone's). The frontage road will be leased from MNDOT and a proposed filtration basin on the Stillwater Crossing property will provide stormwater treatment for the Washington County project as well as the new impervious drive constructed to connect the existing parking lot to the proposed parking lot in existing frontage road. Because the area is within a high vulnerability DWSMA and the use if infiltration practices is prohibited, the proposed basin is designed as a filtration practice and meets MSCWMO performance standards by complying with the MIDS flexible treatment option #t2 by providing 60% annual TP removal as summarized in the attached table. The MSCMO recommends conditional approval of the project with the following two condition: 1. Submittal of a maintenance agreement, in a format approved by MSCWMO or Oak Park Heights, and 2. Recording of a dedication and/or perpetual easement including maintenance access to Washington County and/or Oak Park Heights over the portion of the Stillwater Crossing property below the 100 -year flood elevation of the stormwater management facility. Middle St. Croix Watershed Management Organization Member Communities Afton, Bayport, Baytown, Lakeland, Lakeland Shores, Lake St. Croix Beach, Oak Park Heights, St. Mary's Point, Stillwater, B West Lakeland July 15, 2022 Page 2 of 2 This recommended approval is based on the technical review of MSCWMO performance standards and does not constitute approval by the City of Oak Park Heights. Feel free to contact me at 651-330-8220 x22 or mdowning@mnwcd.org if you have any questions regarding these comments. Sincerely, Matt Downing MSCWMO, Administrator Enclosure Middle St. Croix Watershed Management Organization Member Communities Afton, Bayport, Baytown, Lakeland, Lakeland Shores, Lake St. Croix Beach, Oak Park Heights, St. Mary's Point, Stillwater, B West Lakeland Load Removed byBMP: Particulate Load (Ib/yr) 0.24 Dissolved Load (Ib/yr) 0.15 TP Load (Ib/yr) 0.38 MSCWMO(M IDS) IFTO pi FTO p2 Standard New/Reconstructed Load Volume Volume TP Load Volume TP Load Project Portion (l Impervious (sf) (lbs/yr) Retention Retention Retention Reduction Retention Reduction Depth (in) (cf) (cf) (lbs/yr) (cf) (lbs/yr) Washington Co. 11360 0.485 0.55 521 521 0.36 0 0.29 Stillwater Crossing 3600 0.155 1.1 330 165 0.12 0 0.09 Total 14960 0.64 851 686 0.48 0 0.38 Load Removed byBMP: Particulate Load (Ib/yr) 0.24 Dissolved Load (Ib/yr) 0.15 TP Load (Ib/yr) 0.38 a a � o a m = o -$E13-1-N -S-.P.-824A-1-9-0 -------- — OREN AVE N STA. 102+51.04 - -- - - -- too -- — ------ - -- a I GOLDEN CROWNI N y SUBWAY I I i CHINESE II PLAN SHEET LAYOUT GENERAL SHEET LAYOUT IDENTIFIER A B EXISTING CONDITIONS PLAN 37 36 REMOVAL PLAN 39 1190 CONSTRUCTION PLAN 41 42 PROPOSED SANITARY SEWER PLAN 47 48 DRAINAGE PLAN 49 50 SUPERELEVATION AND GRADING PLAN 52 53 EROSION CONTROL 6 TURF ESTAB. PLAN 57 58 SIGNING AND STRIPING PLAN 61 62 LIGHTING PLAN 71 CITY OF OAK PARK HEIGHTS WASHINGTON COUNTY PL OR[ N 59TH 6TREET N ,7 PLAN SHEET WINDOW A TH 36 �t OT H STREET N N n SII 1 .0 N i 0 STILLWATER CROSSING 1 _ 1 I C v 44 I u "ITI STR OREN OPERTI Y END S.A.P. 082-624-010 AMF N OSGOOD AVE SB S-A. 313+42.59 - - — - — 0/ N OSG )D AVE BEGIN S.A.�.IC N- DS-GD'OD-AVE LS STA. 308+45.24 6 7 d / S A. 20 +3 5 PLAN SHEET WINDOW B---,,. L a { l�r i I L°� ANDERSEN 5 \\ ! CORPORATION a� _ ] ]a t i Ell N BOLTON . 1-1 M5 o 0 50 loo snza xlcoFxtTAVENUE er uE ofl urmErtrur a swm.rsiox .ro n r a . aa.r ucvrsm S.P. 8214-190(TH 36). S.A.P. 082-624-010. 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OR REPORT * a 25 50 S BOLTON SS214 NICOLLNEWTA UE - xY SI RI i. W ECi SWFRv151Cx aW 11 t I aM R WLYSLICUISEDM SxEEi OURNSNLLE, MINNESOTR 5533] RRCfESSIDxit ExGlx NOEfl LNE IRxS CF lxD iaLE F Ylxxf50i4S.P.8219-1901TH 36),S.A.P,082-629-0!0.C.P.22-22404 ® & MENK Phmle 195])8900 09 OSG000 AVE TH 36 FRONTAGE ROAD 43 SCALEFEET EmaB: BunmABe®bolton-mmk.mm = Ai` Df H:\WHC D\T 43118212\C AO\MS\plans\Cons+\cd 8214190_ cp001.Ogn www.lwhanmenk.mm Jusrw scxMlpT CONSTRUCTION PLAN 85 L10.W. 48755 s BC&G MATCH 59TH STREET N r, +B6.1 RT 19.1 RT R 2' 1 :'PAVEMENT INSET F_r REFER TO INSETS ON SHEET 9-su. +98.1 19.1' RT +11. 7 33.1' RT +• �� a PROPOSED R/W W 4� +06.5 14.0' R SEE INTERSECTION DETAILS +59.3 8.7RT r82.0 8.8' RT O Q%? . _0 it J1 +08.3 80.0' RT (OREN) +23.2 90.2' RT - (OREN) 4" CONCRETE WALK B612 C&G� +73.7 GENERAL NOTES[ 90.2' RT(OREN) STATIONING CALLOUTS BASED ON ADJACENT ALIGNMENT UNLESS NOTED OTHERWISE. 10' NE STA 106+80 21.2' LT (ORENI PROPOSED R/W- CONCRETE CURB AND GUTTER DESIGN SPECIAL 1 , / RT �_ I�°�•�T �WW W •Y W W W 47.3' RT / / QIR WATERMAIN TRENCH c)" SEE PROPOSED UTILITIES PLAN +O6. +1` _--±26.8 13Q8' RT 25. RT ` -- +57.3 -- 35=0• -IRT R 28' -SEE INTERSECTION DETAILS i - _ - - - r54L8 PROPOSED R/W 53H PROPOSED R/W II I [ INSET F _aJ INSETS ON SHEET 9 i:M 6 ---- wncrve I• L� u 6.2 .o' LT O M I I i I I i +67.7 22.7 LT 235 8 5LT BEGIN S. i l 45.2 11.8' LT STA. 308+45.241 C} 8214 - STA. 203+58.76 11•0' RTr� N OSGOOD AVE SB {r [PAID FOR AS 4" - - -. BEGIN TIP -OUT C&G CONCRETE WALK) -- - - - - - - CONSTRUCTION LIMITS 1+85.4 r DRIVEWAY PAVEMENT 1 ® l .132.3' LT '- - _ DESIGN B624) ® CONCRETE WALK 1 +85.6 7,_ LANDSCAPING (SEE LANDSCAPE PLAN) INSET L (REFER TO INSETS ON SHEET 9> 22.6' LT D (REFER TO INSETS ON SHEET 9) +99.6 32.6' LT ) - l -� END B612 C&G 1" { 1 I TEMP EASEMENT I Is /+66.7 �' JI1 14.0' u � 59TH STREEfi N- - -- B6z4 c&c �e� 8' CONCRETE VALLEY GUTTER i (L OREN AVE TEMP EASEMENT END -OUT C&G +95.2 PAVEMENT INSET F I i SEE INTERSECTION ! 15,7' LT REFER TO INSETS ON +12.9 SHEET 9T SII DETAILS [PO 38' 36 6 LT i I� j +17 5 // 44085 T CONST LIMITS 11 "I +34.2,R 5'i IORENf -. 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C.P. 22-22404 E BURNSVIL4[ MINNESOTA 55337 FXUFFSSICNFI Fx41x UW ER ixF FavF pi ix Lle F MIxXE501A JPS SXEEr c BOLTON Mme: evlwsos �F/(yp[q)�1 �,/iA - Is OSGOOD AVE TH 36 FRONTAGE ROAD 44 4o SCALE FEET IS& M E N K Finail: Bure��Ke@buttommenk.comff7F7] `� '�^ �`� 0 o oa n m H:\WHCO\743118212\CAD\MS\plons\Cons1\eoB214190_ep002.dgn waw.bdron-menk.wm . STDN SC"'Do KL _"";aITE neizazz PS CONSTRUCTION PLAN 85 [PAID FOR AS 4" - - -. EXISTING RIGHT-OF-WAY CONCRETE WALK) -- - - - - - - CONSTRUCTION LIMITS ®B" DRIVEWAY PAVEMENT TIP -OUT C&G (PAID FOR AS ® BITUMINOUS TRAIL CONCRETE CURB AND GUTTER DESIGN B624) ® CONCRETE WALK (SEE INTERSECTION DETAILS) LANDSCAPING (SEE LANDSCAPE PLAN) INSET L (REFER TO INSETS ON SHEET 9> -INSET D (REFER TO INSETS ON SHEET 9) BOLTON 30 0 NICO E AVENUE B. u aR`uroEe uv E .11wrcRnsio : m r 111 I iX i"ouiv'uc x io °�1Ort0 S.P, 8214-190(TH 36), S.A.P. 082-624-010. C.P. 22-22404 E BURNSVIL4[ MINNESOTA 55337 FXUFFSSICNFI Fx41x UW ER ixF FavF pi ix Lle F MIxXE501A JPS SXEEr c BOLTON Mme: evlwsos �F/(yp[q)�1 �,/iA - Is OSGOOD AVE TH 36 FRONTAGE ROAD 44 4o SCALE FEET IS& M E N K Finail: Bure��Ke@buttommenk.comff7F7] `� '�^ �`� 0 o oa n m H:\WHCO\743118212\CAD\MS\plons\Cons1\eoB214190_ep002.dgn waw.bdron-menk.wm . STDN SC"'Do KL _"";aITE neizazz PS CONSTRUCTION PLAN 85 RESOLUTION NO. CITY COUNCIL CITY OF OAK PARK HEIGHTS WASHINGTON COUNTY,MINNESOTA A RESOLUTION ESTABLISHING FINDINGS OF FACT AND RESOLUTION OF THE CITY COUNCIL THAT THE REQUEST FROM STILLWATER CROSSING LLC, OWNERS OF THE STILLWATER CROSSING SHOPPING CENTER, FOR SITE PLAN REVIEW TO ALLOW CONSTRUCTION OF A PARKING LOT ON A MINNESOTA DEPARTMENT OF TRANSPORTATION EASEMENT, LOCATED AT 5950 OSGOOD AVENUE, BE APPROVED WITH CONDITIONS WHEREAS,the City of Oak Park Heights has received a request from Stillwater Crossing LLC, owners of the Stillwater Crossing Shopping Center, for Site Plan review to allow construction of a parking lot on a Minnesota Department of Transportation easement at 5950 Osgood Avenue. The City Council of the City of Oak Park Heights makes the following findings of fact and resolution: 1. The real property affected by said application is legally described as follows, to wit: SEE ATTACHMENT A and 2. The applicant has submitted an application and supporting documentation to the Community Development Department consisting of the following items: SEE ATTACHMENT B and 3. The property is zoned B-2 General Business District in which the shopping center is a permitted use; and 4. MnDOT has a permanent easement on the frontage road that will not be used when the frontage road is closed to the west at Oren Avenue North, and to the east at Osgood Avenue North; 5. MnDOT is proposing to lease the use of the portion of the frontage road to Stillwater Crossing LLC for 30 additional parking spaces; and 6. A Site Plan review is required by the City Council; and 7. City staff prepared a planning report dated July 21, 2022,reviewing the request; and 8. Said report recommended approval of the request, with conditions. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL FOR THE CITY OF OAK PARK HEIGHTS THAT THE CITY COUNCIL APPROVES THE FOLLOWING: A. The application submitted by Stillwater Crossing LLC, owners of the Stillwater Crossing Shopping Center, for Site Plan review to allow construction of a parking lot on a Minnesota Department of Transportation easement at 5950 Osgood Avenue, shall be approved and affecting the real property as follows: SEE ATTACHMENT A Be and the same as hereby approved by the City Council of the City of Oak Park Heights with the following conditions: 1. The plans shall be subject to review and approval of the Minnesota Department of Transportation. 2. The grading and drainage shall be subject to the conditions of the Middle St. Crois Watershed Management Organization as outlined in their July 15, 2022, letter. 3. A landscape plan shall be submitted for City Arborist review and approval. 4. If site lighting is to be installed, light fixtures shall be full cut off and be consistent with Section 401.15.B.7 of the Zoning Ordinance as it relates to lighting requirements. 5. If signage is to be installed, it shall be designed to comply with the Zoning Ordinance requirements for size and internal illumination Approved by the City Council of the City of Oak Park Heights this 26th day of July 2022. Mary McComber, Mayor ATTEST: Eric A. Johnson, City Administrator 2