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HomeMy WebLinkAbout2011-11-08 WC Recorded Doc. 1209645 - CUP 1209645 Receipt#: 175224 USE $46.00 Certified Filed and /or recorded on: 11/08/2011 12:43 PM 1209645 Certificate #: 68441 Office of the Registrar of Titles Return to: Property Records & Taxpayer Services ECKBERG LAMMERS BRIGGS WOLFF 8 VIERL Washington County, MN 1809 NORTHWESTERN AVENUE SUITE 110 Kevin J Corhid, County Recorder STILLWATER MN 55082 CONDITIONAL USE PERMIT Return To: $ 46.00 • NOTICE OF CERTIFICATION STATE OF MINNESOTA ) COUNTY OF WASHINGTON ) ss. CITY OF OAK PARK HEIGHTS ) I, the undersigned being duly qualified and acting as City Administrator for the City of Oak Park Heights, Minnesota DO HEREBY CERTIFY that I have compared the attached document: Conditional Use Permit Tire Proz —14447 60` St N. with the original thereof on file at the offices of the City of Oak Park Heights, and that the same is a full, true and complete copy of said document within the files of the City of Oak Park Heights. WITNESS my hand and the seal of the City of Oak Park Heights, this 14th day of October, 2011 s os ' � fr , • E . c • hnson • it Administrator . ( ' ill 1 1 111 ...�,`,l' ', " CITY OF OAK PARK HEIGHTS CONDITIONAL USE PERMITS TIRE PROZ STORE 14447 -60TH STREET NO File No.: 236.01 -11.05 Date Issued: September 27, 2011 Legal Description: (Washington County Geo. Code: 04.029.20.21.0012) See Attached Exhibit "A" Owner; Croix Oil, Company 1749 Greeley Street Stillwater, MN 55082 Applicant: Tire Proz Jay and Deborah Andrews 12661 60 St. North Stillwater, MN 55082 Site Address: 14447 -60Th STREET NO Present Zoning District: B -2 General Business District Permitted uses set forth in Ordinance 401 Section 401.30 The subject property requires a conditional use permit to allow a tire and service store in the B -2 General Business District, a conditional use permit for the outdoor storage of tires, site plan and Design Guidelines review; I. Conditional Use Permits: As requested by the applicant the City has been granted the issuance of a Conditional Use Permits subject to the following conditions: 1. The applicant shall provide an executed copy of the boundary development agreement prior to issuance of the building permit. 2. Ten (10) foot utility and drainage easements along all lot lines shall be provided to the City. The easement shall be recorded on the property subject to review and approval of the City Attorney and City Engineer. 3. The access points are subject to review and approval of the City Engineer and permitting by the Minnesota Department of Transportation if required. 4. The grading, drainage and utility plans shall be subject to the review and approval of the City Engineer. The drainage plans shall be subject to the review of the Middle St. Croix Watershed District. 5. All lighting fixtures shall be full cut off and installed in compliance with the lighting standards of the Zoning Ordinance. All lighting fixtures on the building shall be installed in the locations shown on approved plans. Any changes shall be subject to review and approval of City Staff. 6. The outdoor lighting shall be turned off one hour after closing, except for approved security lighting, however all lighting shall be full cut -off design and wholly consistent with the City ordinances. 7. The applicants provide elevation drawings and/or photographs to show how the back of the building (west facing) and site will appear from Olene Avenue and from 60 Street when traveling eastbound. 8. The landscape plan shall be revised to incorporate some large evergreen plantings on site to provide visible vegetation during winter months, to also address the view of the back of the building from Olene Avenue and the view from 60 Street when traveling eastbound. The landscape plan must also incorporate a three (3) foot high planter around the base of the freestanding sign. The landscape and tree removal/replacement plans are subject to review and approval of the City Arborist. 9. The freestanding sign adjacent to 60 Street does not exceed 20 feet in height or 24 square feet per face as shown on approved plans. Only the sign letters may be illuminated, not the background portion of the sign faces. All signage shall be subject to final review and approval of City Staff for conformance with Zoning Ordinance standards. 10. As indicated by the applicants, no mechanical equipment is to be located on the exterior or roof of the building. If, in the future, exterior mechanical equipment becomes necessary, it shall be screened from street level view and from neighboring properties with materials that blend harmoniously with the building facade materials. 11. The applicants shall give consideration to adding architectural trim details to the building, particularly at the roof line. 12. All auto repair activities shall be conducted indoors and the overhead doors to service bays shall be kept closed at all times except when moving vehicles in and out. 13. The City Council intends to construct an eight foot bituminous trail on the south side of 60 Street North adjacent to Tire Proz. Tire Proz agrees to a special assessment for this improvement and does hereby waive all rights they have by Minnesota State Statutes 429.081 or otherwise challenge the amount or validity of the assessments or procedures 2 used by the City in levying the assessments. 14. The applicant shall provide a plan with a location of the trail and a trail easement, with a connection from the trail to the front entrance of the building, subject to review and approval of the City Engineer and City Attorney. 15. A bike rack shall be provided near the front entrance of the building. 16. The used tires will be required to be completely stored within the designated outdoor storage area. No tires shall be allowed outside of the storage area or placed above the height of the storage enclosure. The base of the storage area shall be paved or provided a gravel surface. 17. Any new tire racks located outside shall be kept near the building and moved inside when the store is closed. 18. The applicant shall accept oil for recycling and receive and retain, if required, a Hazardous Waste Generators License for batteries, oil and tires from Washington County. All uses shall be subject to the following conditions and/or restrictions imposed by the June 22, 2010 Resolution of the City Council of the City of Oak Park Heights as follows: III. Reference Attachment: a. The reports of the City Planner September 8, 2011 and site plan approved and/or as amended by the City Council are annexed hereto by reference. b. Report from the Minnesota Department of Transportation September 24, 2010 W. Abandonment: This permit requires continuous use in order to preserve the Conditional Use granted by the City under the terms hereof. Any discontinuation or abandonment of the uses permitted hereunder upon the site for a period of 12 continuous months shall constitute abandonment and void the permit. V. Annual review: Annual review is not imposed as a condition of this permit. 3 IN WITNESS WHEREOF, the parties have set fe their haw . I d seals. CITY � ! o j i •i: ? GHTS i /Alt, Date: B , J � 04 �!!. �c� eaudet ayo / Date: 10 1 1 4 i 1 1 By 'c , ohnson i Admini • • .tor Tire Proz Date: / d //l (i / By A Croix 0, il, C mpany Date: / Oh l ( By 0 Owner 4 EXHIBIT A LEGAL DESCRIPTION Certificate of Title No. 67062 All that part of the Northeast Quarter of the Northwest Quarter (NE 1/4 of NW 1/4) of Section Four (4), Township Twenty -Nine (29) North of Range Twenty (20) West, described as follows: Beginning at a point on the North line of the said Northeast quarter of the Northwest Quarter (NE 1/4 of NW 1/4), Two hundred thirty (230) feet West of the Northeast corner of the said northeast Quarter of the Northwest Quarter (NE 1/4 of NW 1/4); thence South on a line parallel to the East line of the said northeast Quarter of the Northwest Quarter (NE 1/4 of NW '/4) three Hundred (300) feet to a point; thence West on a line parallel to the North line thereof One hundred ninety (190) feet to a point; thence North on a line parallel to the East line thereof three hundred (300) feet to a point on the North line of said tract; thence East along the North line thereof one hundred ninety (190) feet to the place of beginning, subject to existing highway easements, power line easements and restrictions of record. 5 EXHIBIT "B" PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: September 8, 2011 RE: Oak Park Heights — Tire Proz -- 14447 60 Street North -- Conditional Use Permits, Site Plan and Design Guidelines Review TPC FILE: 236.02 — 11.05 BACKGROUND Jay and Deborah Andrews have made application to construct a Tire Proz at 14447 60 Street North. The property is west of the Super America at the corner of Olene Avenue North and 60 Street. The application consists of requests for a conditional use permit to allow a tire and service store in the B -2 General Business District, a conditional use permit for outdoor storage and site plan /Design Guidelines review. The property has previously been a vehicle sales lot and the building on the site will be removed as part of this proposed development. The site is 1.31 acres - and the building is approximately 6,800 square feet in size. Tire Proz would vacate their current location at 14661 60 Street North. • EXHIBITS The review is based upon the following submittals: Exhibit 1: Title Sheet (A0.1) Exhibit 2: Existing Site Conditions /Demo Plan (C1.0) Exhibit 3: Site Plan (C2.0) Exhibit 4: Grading Plan (C3.0) Exhibit 5: Erosion Control Plan (C4.0) Exhibit 6: Utility Plan (C5.0) Exhibit 7: Landscape Plan (A1.1) Exhibit 8: Floor Plans (A2.1) Exhibit 9: Accessibility Plan Details (A3.1) Exhibit 10: Door and Window Details (A4.1) Exhibit 11: Exterior Building Elevations (A6.1) Exhibit 13: Building Sections (A7.1) Exhibit 14: Building and Freestanding Signage (Four Pages) 6 ENCLOSURE . • PROPOSED NEIN FACILITY FOR: TIRE PROZ $ WHEEL EXPERTS 0 WASHINGTON COUNTY, MN r 3 CONTACT 11�'-ORMATION BUILDING 11�"-ORMATION LOCATION MAP N M . TIRE PROZ I WHEEL EXPERTS • s OUJPAMY. s-1 1 ZIPPATe NAZAR: RmNR &WAGE A0.1 71110 SOT mow 14661 60TH. ST. N. • ca aI 45151CT TIPS 141' DeTAL PRAM: wwOTECTRO) A 7.1 LNLT'1X[ PLAII 111/1 STILLWATER, I4 55052 RTC Ca _ 1 PRO,IGT - C 1.0 ersrws anar t+®n PLAN • PAR.oI A1eA, woo st. PHONE: 651.450.044 LOCATION � X2.0 s�,E Km k 01/2242ZEM2DE .. • FIRE PRO1GT1aL G4 0 4 . 0 Goo.* PVw I DERRICK GOM RGIAL CONTRACTING PRP-PASP r�Res PRTAL 1661266 D SALM IA11.P. L C4.0 .0 ammo coma. PLAN 1 P.O. BOX 446 05 mute FWI C6.0 SITE OVALS NEW RJC4 , Al 54011 y ROC, INSLA1 b,. t " 1' PAWL 7R -s/ C7.0 VS OVAL: PHONE: 115246.2320 - PAX:115.246.4446 PON t l.An w r owe.) FWD 161ATION C8.0 srre OeTALS - SWPPP STORM ROOT POLLUTION PRNWTIOI PLAN ellgeg L"tT: RIVER VALLEY ARCHITECTS. A . A2.1 FLOOR PLAw mr.NRe Puw. NAL rots 56016 552nd AVEDLE WPM COLFAX, WI 54150 A A 4 .1 NGHIMYJTY PLAN d TALE PHONE: 115.1046051 ._ 4.1 POOR 4 ROOM rum sGaum PETALS MALL. - ��. -- _ A5./ Rmu4T417 PXl.1M PLAN. ReaNNe saw PRA}Mla a.00511K .46./ CRlRIOR mums PuZATan AVTH CONrTIILTIN6 A55OC,IATES A7.1 woks worm 2420 ENL.OE ST. 1I1DSON, W1 54016 PHONE: 1153515211 - FAX:1153315556 eeeM. NOTES S0.1 S 7LGARAL No es 51.1 PpACATION PLAN PETALS AEC • AR GOYIRAOTat RAL. BR 111101201112 FOR PCIONINII ALL CRM1l* • 1141 GOw7RALTOR WALL M1 Rd1MMS! FOR 110R016 N8635 14055 HILL ROAD GROrIMM! 1014040 LOCATIdM 1701140 IRUted AND 1661141101. bo*40 0004I •111111 MAU 1M1M1Nl1,MRIM IAW MORN CaP1YMATW6 WIXOM GAMY AS 101111186. .40111111 OWL Re E 1,1 LIoNTws PLAN 1 BLACK RIVER FALLS, WI 54615 • ALL PORK 6641.1. w . OR GUMS 11114 LOCAL. STATE IMO NATIONS. PLAGm NO 404401NAM PP Ob. NOW MGM* IN GUM! SLAPS, 00 To PHONE: 115333.0214 woes POR RPleGTNe TRAM 7P OR. POR Wd4R AA Y PALLS ACV TO SW O. ROTA O 1106 P00 a w 61!961 6WM POW l:PPR! OWNS% err.. • DO 621 SUL.e DRAMLW § i i • 110E M 47141 o4m1AP WPM AAI 00G1%RAL A40 SIROGIIMAL PLAY,. • Sr OOwaAGTOR WALL YOWN ALL 121140408 Mel TO! PLANS PER NIa1TY.TIV4Li6TWGARAL PIORK g • PPOROC ILLllVATIO COT LRAM AT ALL WORMDOOR! PT ILAR I • PPLANDC MRS Ct61EU1110M AT 14! IDOROM CO A110e6 R TIC PLAIM E d • COT OOPS 6611 NAYR WA PAl1044 OR I044.4440 TROT ARP GAN OP ORM 174014140 NSW IM 11144044 A 611LLe 10.4414 MI6 A WACO PMT) 04140)7 TIE IRC OP ARV • PROJDe AC P.255 POR Two D&&15 IN ALUSCARGC VON 1141 04 840 MN wawa, APT. 0.4614 N11.620:41. • PROVOS A DeI141ARO SPADE A141YX 44 TO THE BALM* FOR Se W9ARAIW4 RNCRARY STORM! NO G42LLPL11041 OP PROYGLADLP IM10oA44 1 weria. • GRAMM AND WYLPRA•TaM ARE TO R Ga1R42Olm As WL7L6190116 0 A0.1 - TAW ORat PROPCSWOP* RR NOT 41214 CO WIdW CUT ICI SPOLIPRO WALL MI PIPPORM AS WWI mimeo w tam YKPIU•110N6 Awo s PT. ORAPRRS. • - • . - . ' • TREE WYE. I ONT I FGFND i Mr ' .. M...MIN•Ivv" . ........... s 1 I 1 IIILLL/MIIIMOJE:11.1.11111111111■1 MICIMTV■•• . M:LIMMY=1111.11111111MIIMIIMI ......, tr .......... ,-EX SANITARY LID, ; -EX. SAN. MN .--EX. 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EXISTING ..: , EXISTING SEWER WATER LINES I r /NI 13.111331 CONTROL RAC 111.10111331130•11. DEVIESS MAU SE liAlWAINSO WA ACCLOCINKS. NMI h•FUE.MBLE MPG TE01.04.1. WILDING :II ' .' . --'1 P•i: BUILDING ::$ • 1 \ 7 , 1111 ) in • , I REMOVE EXISTING BIT : (REMOVE)* 1 I \\ -: CURB FLOW LINE 1 1 2 , BACK OF CURB EXISTING SITE CONDITION NOTE I i EXISTING , ....11rA .,.,,,, 1 _ ..........,...........,. •••••••••.•• ••••••••••••. ••••••••••••, , , 1 - • \ -I BIT EDGC/ CONVENIENCE STORE ALL E33371•0 C01.11.11 SHOWN APE NSW ON 301 MOWS° Ire SW 130•131111n3EVNO NAL, 3.311. GONTRACTOP TO Elt133 I.SPArf MI EXAMS CO31311131•11•013 N3/3.34,1 30 •E/133.310401. '' ts •• 1 SSEAVATKI4 001CONSTROCTENACTATIES CO31•MOCANs. i , I , NIS a 3103 A110110.3.33 SUM, LOT 13YE1•310148 MOM ALTNALD.1 LAM t 3r-t t I t . l l W I I I I - 3`....,....4•3 0.:•.•.•.•...! • I A SIAVEY 030•31.1.0 SY NO1311•31,11 33.113. DATE NOM. ERMA V MO SEW. 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Y. — " — CONTRACTOR TO aw r Pi wa ~e6arnrnrrour�cmwmnwoo* q q 8 •'* -5- - ' - - - y"" Y - - - t --- - g sIOS9 ABNNEOROWG --. - 2 1 .. _ ._� _ — �.� Mar TO MY NNW 0001 LAN CLOWNS OR MANIC COMMIX - r �•. / RAW / -..... - E.X. SI GN — •`•" �, nra.wn or , AM GARDEN I \ ^'w E m ROM Y W _ _ . E7WTW6 S.yR 29.0 sAR I TO FOLD ONA o LOWE ALL 007111/1 UNITES PROP EX HYDRANT b HYDRANT _ J -- I SIGN TO FL -- ] FL TO . TOP N11T.912 71 / 1 I REMAIN - �` _ - — P � cmO.w.c RELOCATION as unmw6urvNS, AS p{I I .. -.. REMAIN R A CI (�P _ OVERHEAD POWERLINE h A , I M.,... YNIO jj� — b _ - 1 1 SAW CUT AND MATCH EX. STM MH_.. ; .: I . -• • 4 — `3 29.0'. : EXISTING ASPHALT ADA ACCESRiWr ITT NOTES R99�10.8 I ' ""VVV . I] .h • A V -- _ I •�� r aaua�larun[ NT TO NNW NO IwuYaa, WEN x:66 u00. INVI5 =9059 - � � I o � f / II 4 _ _/ 5'CURB BACK EXISTING AWING WWI. r N US swum NOND Ux 1 I •+ I y .,(y } TAPER(TYP.) MIN W NW DwcrEXP. a. S AW GUT A ND MATCH PUMP ISLAND Nw WwaNWWUr aurPn r•.vonctesa . w6s aiw. MOP w MACwrwwa rra6 wrrMF 6 CONON ANUS ___ EXISTING ASPHALT I AIll NONDIENWWWED M ESLL A I arN I+ I 3,5 5 1 FL N EMERGENCY i / 6. 11021410010004411010 YAP WANED nwofn ON a WINN• 11 I x a OVERFLOW WEIR I 10010011101. 5 9 ' • III ' , I I I l' l 3F R I \ `- RETAINING WALL SITE DATA NOTES t i p EX. STORM PIPE G I • I I qq Q 5' CURB BACK - WRNtEDal 1•447110N ST .110011. NA NAB 1010101. NN (18' -RCP) I I I' � �'�I .'i.e q -- I ° 69.5' ' � - RED EXISTING Ilia 5', I - — TAPER( j DMPa �meerrNPE.n srNU• nNCwDEa, NUSr WALL; 3 3UII.DING II I I • NOnw¢wr.wSA. DENIAL 1.0 Lo y III F al I CURB F pW LINE & 8 `$ BOLLARD c.20.0:27 \ - BACK O F CURB E YIYAi1B I F x c.... 11 II ) I MR/ — -8R 6 CONVENIENCE STORE 'RWEBO ' PAPER R r I L i RwIT.w rnaR..e 1 I 4 _ ma • Pr a' II TO NOON, NOON, WE E • NY ! �'� Lj I 1 I - z RAIN GARDEN ) � E�1 a . Ii Z q 1 Cali -- SAW CUT AND MATCH I IC I' I .•-6.a �EXSTINGASPHALT ,I —�___ w ! EXISTING SITE CONDITION NOTE t I I W I E • I — 5 - -- $ "' NNNrr.Owanoe Wvsw SA W Mr. ND. Taror,VaIO TOF .E N EX Z I ____NI u 1 MN= DT NA WnNrnO rn. COMPACTOR TO MELD S1 • =w CaPCnnr ran VPACY PRO. TO AM00.1MMtlN Mi NucrnN .crurteN COE.rNeuO LAUD II J j I I ,. I 10.0 SURVEY "" ` COMPLETED : N �a tea F, ; I WAD , 0/01 N SAN NE e°� EEC RDEN N 0 j� 0 � . za � �_ "rR ORrwNROwNOrwrr PRDPNRrvOrnEUOSrwrNER° 0 Z i RA O / I x HYDRANT 14.0'R _ - I / -EX. PAVEMENT a To.. NUT.92,1.95 FL o. j • I I INV.8133 ( y �� N 1 j {( �. 1 L:! (�I "'-. EX. TREES x .�__r d - X. STM MH TINE A , , : ,REAR YARD ,= 3j,-,,,. . 1., LL 1 I y RIM•919.3 /, 8 ENCLOSURE � j a r — I fri EX. SAN. NH -.! ■ Y, 1. R O['ERTY LINE . - - � r ,,v,�, -, /.J- __ RIM =918.5 I TRASH 0 m x INVCS) =x002 ENCLOSURE ? FOUND 3/4' -' / 18'M10' I NAV CwnY 11WT rws r Pw. Q Y IRON PIPE • ` - FOUND 3 /4' � NRC C O N r AT NI v PL EL =918 TO IRON PIPE ND NA TO IEEE ORIN EL.922.14 U ` N O U � P PRO M NO `;; Ce Ct a //// lY// / / / / / / / / / / / / / / / / / / / / / / / / / / / / // ;,. p,/be___ 2 , Z 0 o / louNER a. INN ,, i OARED /02/11 REG. NO. 0610 C2,0 { ENCLOSURE 3rL)C.141.0 la.IHUINU NU I t, lon Ta ury • ! 8 3 . MINIM - EX SANITARY tInc - 'E:( SAN. MH r L r wu:� ^ur awaovrrm AA • ` / RIM=91U.0 — EX.STM r ., KpMT IS ALLY GOMM,' AL 118681.88 uw[a ALL PAVED, C ETE INV(S)»oTX 60TH STREET NORTH Ex.BR E DGE IN _ 2 j . VALVE 0888w carom rn o w..r lwm.re arxozE..wrE=ws r I — ., LX __ WATERMAIN ' AL IuTE,L.LSTOSe 'DPil,*WYEVWECOMr.Kr� g E .. . Ali MI. Wrelat. M _ t --- _- •- '- +--- y-'2 gy m. . 0....0.80. • F g T�-. or ; __ __ R M1 J09A ____BOY - - � K �— -_ _ 0.0.0.0.. t :0. _ . y ! I A *;. I - ..moo .o.0.v w , p j • EX. STORM PIPE �` °ON° SOUTH FR ROAD .I -EX. TELE PED `/ (38• -RCP) i ds a —S TM MANHOLE �—R -0 -W POST moan. ry 1 1 _ ,.. i I 9oi.16 P-.'A. L,,, n� _9 06 Q8 ' • L BOB3s :,,,,,,,,78,„..: 8!? a o PRETREATMENT I IFOUNO 314 I REBAR I �, yp d( m mT... ..,.......f.=.,,,,,,,,,. ..,.......f.=.,,,,,,,,,. rua...,.......f.=.,,,,,,,,,. ..,.......f.=.,,,,,,,,,. YON n f , „ Ot t + E7( -SIGN -- r4.-1). _, 1 6 11 k 4 EX. HYDRANT /� cI.I r . -- •• _ _ - _ " K 3 TOP NUT=912 71 ' 4 1 Q!s_ y gpT;st , \ r -- % 1 � � � �- OVERHEAD POWERLINE • i It I � �, r — x a-- -R , 4 a GRADE TO MATCH EX. STM M N _ 1 ' �-.' _ _ ' 1 'ACK CU A RB RIM =910 B -- •' ' y S 1 INV(S)90.5.9, - -/ I fi I •' '.�� { _. A ' - - ` EXISTING p 1 I • I v � \I t . -C , 1 � b ..1° PUMP ISLAND 111 I uI SFF� s o , .. ' sa 6 - RETAINING WALL q Y A. /1 I I' B'v I 7� ,,. 111 a EX. STORM PIPE •• ? P I / B! 3 ,(18• -RCP) EXISTING - I - -- / I BUILDING ' I� Ii� �1) --" GRADE TO MATCH CURB FLOW LINE ' g ' ^ t 1 S EDG CONVENIENCE STORE ] + q p l U..1''' I 151 4 1 7 t i 78 • J ' ; l ry Z 'I ' !II I I 1 1 Y ) '._ aiJ i 4 • , I LL) 'I1 le .v� aT — i `1 'O 1 J �' I O I, , ( 1I ...- ep -- -- _ Z • 111 t _ � 1 1 '1 Z I ` \ SWALE l'i W l I ■o ', a. F —. - — __ - I N (n Jr 9 y 1 , ( ', I ce 0 %. HYDRANT ^ w _ ,�: \ Ke / -EX. PAVEMENT a ' 1-- O Z • F T9P NUT=921 95 \ _ D U < �� STM MH� � - , - 0.0._ 0', \ 0_ ,/ I I + I i l ,• 13.3 I Bu �c ,, _ .. , y _ .__..____ - - -- p O ) !i ,..,1 / /-. it a �I � '� ......v1, —:-. - O g EX. SAN. MN--' I 1 - - ROPER 'LINE - - , �'1I� ti • _ _ _ RIM _ RIM"-918.5 }t/ k INV(SI=FA02 I iy • •`.` `�. Q ` = � ' . ti, i _ t . s L i, V POUND N PIPE I A ` - FOUND 31G' 1 a w i a EI,918 ?0 IRON! PIPE MPS wP r w B 1 i1 181301001,, CI' - E ���` i Z 0 O ...../.2,., ..t �.,., m C3.0 1 ENCLOSURE yi LEGEND EROSION CONTROL NOTES S B - - - T peca E Ml.bwa. I OC ORd rOLL`.vW COMTE WATERSHED. MO STATE REOUWAIEMS q EX. SANITARY LINE , EX. SAN. MH OWNS WW01.el[. e 4.4.74044.x. t °T "' • 3 RIMw91u.0 / S EX. STM MH • _ __ TO O, aMT.c1ID. CONTROL C oe s �EMPL CE O�..�er rurt INSTALL urui ANO Nvr9, =soDS 60TH STREET NORTH EX B IT EDGE R9AR905.2 [S R..Erto O.. AW ROCKW NGEM A OTOwW w EIREOTG LWOJTED THE , I N WS).900.8 POW MO / - EX. VA LVE , - E %. VIATERMAIN / ��10� NAS UO. ETALL P r.IanCTOR AS wluvu ON 71. ww TO A PROPOSED 'PT ODWOURS - _._��.,.�. �.01�. .: / .__� .. _.___. -. ,� .�, /. ._�,— , ___ __ ,._. •.- ._. —v, �0 T0 10 •� K.M rIf W E � Wrt ACTwIIES TOMfaAaRO E4rts SHOWN OIR T. SNOW _ ...._ r --1, «� _• %, STM INLET I �.__. — � — �_ '�_' °`T I iwr J s olR1WICE..N °"IR SCHEDULE ULE OWL OPERATORS TO WEAN • 17 .. �' AT AM WEN TPA ggg a �( INV(S).90 /:1 ' - -_ � � 'D rRarOEronaw M..N Ii I � ` / I `` / - EX. STORM PIPE �..._. COWEN.ARK. FROM EXPOSED SOILS 014 M NRN.EOIATEEV..TALL 12 Y • SOUTH FRONTAGE ROAD "`E' EX ,TELE. FED . 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A ` - OVERHEAD POWERLINE I o nNwaRARr ERewounrEWSW, cauSrw,nSOUEmRE wruurlw I 1 4 -, M - 1 , I� ° .. 4=4 , arwEEw MOWN wounATMaaseFaEmUwsu EX. STM MH _/ : d -' • ;w`„=;,...._ p • [MAT OR 900 ORANIAMO w NW. rmwu .0 WN . wM . I NIMR910.0 .� 1 a .. '.° y e ,A ll Z I ' I . SLOPE FROM CURB 1 D ® �I° I y Wa wv(SI'9059. I ; .. '-`D .i • i � _ EXISTING MArwa.wEEMEeETNwAE. AM.wwOUnE JS _ I �.P =• ,d.. _ft . . _ — PUMP ISLAND .I n w • ....EMIMIO.a ANA. COMM. OaT RTER SOa.. MT wpE. AMm.aN.aT 1 � .,: x b �� D��M.DEDARDFw �TDR DRaMw..�.En T I I ,� w _ _ - 51.11.05 TM 00.1. 00.1. Mt. .ORNTO/SOL TORE. MT Arc NACRE. WE E, 1 I 1I � o .D Dw ��A�•r.DDR DwE �R OW AT 5 6 i �� '�,7.T,'C.T,T ° - WALL Ea. Dr EMON.. MON.SEMI. M DNn.DEwvncEa FOR & C T� C. i VOA 1 = - ��,' 1 - RETAINING w 1TDOKaeEn wu r cawTm ATT. MINN. SPEOeO = ?� .a 11 / I I':.��.. • ��� i MWIWY p 1 1.01II MIE. A WIMIAIONS MOW. MN, MC]: oR ■ l Oil :p m EX, STORM PIP E ' __ TOM (15' -RCP) I I I J. I` - -_ II i TED T EXISTING PROTECTION I .. / j MNIMOI.Rfp...N AT A WNW. A 7. v 1 _.__.- S' w O Na....OIIINL.IO..IEA....IECprtRa PRACTCES O. q0 \ \ - CURBF WLINE 1 c0 1 _ I \ , TO on rEwz� ammo COMRa m•cT TE° I JI I \' -BACK • C URB EXI9TING II I I Ja{e r ' I --B17 EDGES CONVENIENCE STORE TA Coodor Secorour OerowROR.EEwE.. THE rAewe c• ..04.1 p gg i I ' � \ - ..I.D UP WY N NOUNS j� [ DITCH CHECK 7 m ` 1- I T.K '.'�' .1 - D...... . MAGMA DMAM.A n WWII MAWS DEPOSITION I 1 i 'Y I `I Z E .R. FALL E MOS. ON MOM. We. MALT.. NEWT N V. ei z2 • SHALE RE CLEMWO LIP BV T. ETO CA THE WORN `, µE..Ow1L iH.AiaSEO.IEM EMERNDPI.EC SEW[Re aNMwAn% OT Da W 'I I 1; ORA LPE,. PAW TOEs.SOUPS. RCa..Eno a l. II' Q • I11 N a WOW IWORSWOSTREET ■ soorrovo 'IA ``� MA T ....14'...-\--... - I 7'? O Z j l W [IT ¢ �' a ^ "a N s II, -.I III ly J ,: _ ,^ 1_ ma=y._ — — -- I EMAT OR SOO N • 1 I I I EX. HYDRANT ' '• I 'IV h R' O. \ , ,� ,\ T _ K 1 I O SLOPE FROM CURB o p i •,- ' \ I' T -EX. PAVEMENT a p 8, 0- I I TOP NUT•92195 . - -- 0 ' ! / UUU 1 /l p X STM MH e: �� \ I J I / w J tt I d 11I ( RMA a978 1 ry y' . _ _ _ / ,1., -. •1 y Y � ° K i.' 4 I !j 1. INV./9733 I, yam.. _ ill. P O Z 00 n „dc * I - 1 07 1 � :EX rREE�S, Q ' � z U -BSI ♦ , .I 4>' D '�'�. _ Z STMMH ; .•_ 1F . O Z 3 O EX 0 7: _ _ N t _ 1 1 `-- ,INV(5 13�.T..>H (A ( ‘- - -.2 - 2: — -- 1.9* ,X _- ___� �_ - H J 0 g, • _ "ROPER IN 17�._AV.. _ .i2.C7.'�� I ��' _ , W E EX. SAN. MH -4 j 9 `' - - - �_ J m au AA9 RIM°918.5 wwsl 9002 / Q Y x FOUND 314 / ° I Ati. ...• l o 1eKOV AWE u[ REPORT ums IRON PIPE V K ` - FOUND 3N ORE d OK, EE0 S Aa OP I Au Doer er -, -- IRON PIPE R[osr[wO rNS[a.a.w [Mr.[e EL•970.70 =.011,1 Laws �� STA. OF k IM W Li ...:,'L' EU922.1? .111 '�,O'� E Z CI O • ENCLOSURE 5 • • • • • k z s a S C E i aw . m,..CTmEa•m•r•M , a ww „IJ i E *afc LOCATION � •� LEGEND GENERAL UTMITV NOTES q w INALWAriwo w 1 m e�•.rw.• 1 uaEl�.�rY - - - - -- -� - --� roMTEm,w awi TwCISOM. anu won .i �� g g = s-'��• - - — aacr,ar.�ma - - �, .,' 0.214 1 4VAV Ur — :.ran..cro..o coa.ow. Miuo„wa.. aw.uT.n.s. 8 R R � '^-�- ♦ 3 ••TO fwu T,• Cm Maoa,.COT t C — '--- °- - - -•— - --P { •— —_.. r - — _ — -- -- .uwnr •E•num awaaexro+w.,.o•TOM . wc•EEE •CrOM,fOwnw d g ., $ 9 C , = ,J1 '. p. a.= .11u - Tna oaorrvue mx NAY i riiinraw+ O LOO m CLOSURES vrn l+ ! ' rrwmr (ow wrt w.......... ..�Y . . II I ••�•QJ •E CCUn..E•wmanm.r.MMaMrn. � rr�r.. II I, •gY,"IAN ' �.::. (} —.�� nv�w.waa�T.r caNCTw rwra MO VIES wpm NM osnon•rrwl Eamw WOMAN ` MAMAMUrnR W awwsn — am • I WOMAN 1 .;... 1 j 1 I •I Yi� rr SANITARY SEWER NOTES ,rn.nw onrA>a•I• WNr+ mi —• —_ I. Ew•T 1 w w Wa••we :• IIKI NW I g- -. wr WWI LATE.. TO r .sT.um AT. wn lox. • w,ra , Iae.rnnl ( wNarwr EC•TOKISAM •YMAR E. BamMr•awwuTE TON ^cwm••.•f••1• WE,�,� I . W scomm a w r. WK / SERV= cuwaa,unPOW MTNNA •n^ar.r. I I I II 1 mN.cTmao, mn LARMOO % / // I ” E%aTYq .a✓M IOMIWA 6.mawC.OPTO MO NNV.Of TE NC WW2 ME EMT*. LOAMY YI .ITEMOn^.•r.n w.i.TU...I. E FOR T. MC•O•CwrMY MIME COMAG1Y. 1 11� I A YEMCT,OGTnn �� E . SWIGSO r: w MO MS •1111•41101.1.5 MOM 111121MINIMAIr • � _ _ _ ' � ���,o WATER SERVICE NOTES i ; I i • .. ■,,,.awYWrww.a wsn KO. KmxE UIE.. I. NOM WARR MM. C.RIELTION POM MO WE WrIll RM.. i __ eEm•o.o.•n.ou.aYwwe• i CO � � I 1 � � • I Ea ET.aTE,�.�• E •T,� � �'d:°�,�„�.,.�M.T�»wTM�f�,. � i i! lik � i �� , �N> ��> .� a We •� ; Eurn.orw,.,E Mwa wnar rwn III 1 ^ • •11R••EO >rNe . r'u• STORM SEWER NOTES w �y> �)> — . AU 12 8.1211••610 220 OWL ww. SMOOT. WM. �? I ll. i ■ ! 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CCO311 ?I,Rh hEIuhiS CIICNX 9-1-2011 CK 1264 a1m uTEnuuDlElmuDULCtIiiEas Mayp H Irk D BBB TB�ETBBYEIDipLUAE PAINTER BUCS FACES ABEIOBE RED PL'RYLIC BIICL TNWCAP.IfITENS AR/ iOBE • • 1�81411M1S POINTED WAIN L WONTED FLUSH 10 BUILDING. `ii811tuIBEIWEFDD J 8R IS TO BE PAINTED WIIQEWI# 151 -511 SEA MEWNil BORDERS I "SEE WOW. -_.. :.,.... _..... ..__;:._, 54401 115 -042 -0402 v e,.,.gi apmCna,i,:inc.eam - 13'-6114"--_ -- -- ._.- - -- ,,r-i-ip r 37 / OZ 4'•5 1/4' 15 3/4' • ) . D ;a - s-, - & Whe Experts - 7J ,reroz i �' .. . II CLIENT HAS IDENTIFIED THE LOCATION IN WHICH THE SWAGE IS TO BE INSTALLED. THE CUNT HAS THE SOLE RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY OF ALL EXISTING STRUCTURES TO SUPPORT THE SIGNADE. ENCLOSURE 1: ■ YriIYY' pY�YOY� YWYWYL1 f, WaYWtlMW�i01 Y1Y1W1WRIrYI >i1J1l YK�iWYMY1�YYY1Y011W/YW JMY YYI MYY LYW YYIY YiNf YI YlYYllOMI fOMCDIWL iYpf "WYNCt dLXM CYgIt WY1gT W70 1MKNK W pY0I1Y[ Ili 1I�'IR I e...ar. 11iallINIM r.- T KYnnwwrrir...... ANNNww uur rnw ncmnr wr211 1124Xwrn ormuroanuna GRAPHIC TIRE PROZ OAK PARK HEIGHTS, r10 CHUCK K SA LES AUIaONIiAiIOX. � 91Z011 CN1264 01 SET NON-111 BUILDING LEITERS ARE TO BE ROUTED OUT OF Ift" PVC PAINTER BLACKS, BOOMED FLUSH 10 BUILDING. • 9204 Packer Drive, Wausau, 02154401 715 werri.g[aphic lio usein c.cc m 53'-O I COMPLETE AUTO SERVICE 32 112 ■ I j. ' . . CE. • . . . . . i . or . , . `` _ ~ �_ ■ Oil !. ,' . CLIENT HAS IDENTIFIED THE LOCATION IN WHICH THE SICNADE IS TO BE INSTALLED, THE CLIENT HAS THE SOLE RESPONSIBILITY FOR THE STRUCTURAL INTEORITY OF AU. EXISTING STRUCTURES TO SUPPORT THE SIONAGE. AIL RIGHTS RESERVED "" "'"V""" A t�1r011YAtRETII i IIIUAQ7W W: lItt , '"'"LMMOWM=trim"L'w TASO 04 21 - 4 ,,a,p.`,L0aSWraoIYQC21;f 4" rre .. ,... ,., 4 w ... �.....o 1 n .,..,. M« ............ ........... T wwurarv wxil ui a o.. xuwa m nn r.e rerrn r.nw rv� ,1,,, „,,."' ''''' •'•, 2 " .1,1 , •.'''•', , ' ', .4 ■1": ••'‘ . • , •„••qi, ,,,,. • 4 „, 1, • 4 , '• ., •••‘t!' 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NEW CLASHING AROUND BASE OF SIGN IS TO 9204 Packer Drive, Wausau, V 1 54401 115 - 0402 NAVESIUCCO 110100 & PAINIEDLIGHITAN. n - ,.graphichousoinc.com 1 5 ' 0 " I OPPOSITE SIDE ' MATCHES FRONT ' I. • L771 f • L__ 7,114.7) rr -- & wheel Experts / 2 comeLETt COMPLETE . AUTO itRVICE AUTO .. co 1 SERVICE - — — '' ` ` - -. , 4'-0 • EXISTING SIGN i i � T-9' iI i --- �1 .rte � `�, CLIENT HAS IDENTIFIED THE LOCATION IN WHICH THE SIGNAGE IS TO BE INSTALLED. THE CLIENT HAS THE SO • ; i - it . : - i ,i'ii k ` ' ' ' ! .1 , i ' r I ;- 1.I _ L TO SUPPORT THE SIGNAGE. El MISRFSFRUFO 'NISW4x W4:'fkllU '"' "Yi: RULE: J : Y1I6, c,:- ..UPWCI(DY;1 ',", f"GML41 S111L.A1IE"4"!92 1 /�1"" ��1�[m�r "I " Irani en��" WSCL AWER. IDE COLORS DOWN IN NSNENDEB�GPRONw CWYEM.COLOR`iOWINGSLOCAiq� ONLY DRGoLtlJWYNOPWU IRE XT.. OYOtNE _ ... '""" � ,.,. , ,. w.� BMRWIy. .N 011.[ THAT W 1 R1, R N, y itM ,' .R,PW....N.. P. ' MU • - 05/17/10 • CUTOFF WALL PACK -COW) 1( 250/400 WATT (E- WPDH25QZ, E- WPDP25QZ, E- WPDH4OQZ, E- WPDP4OQZ) Applications — Security, pathway and perimeter lighting; ideal for entry ways, walkways and parking facilities and other applications where control of spill light is important. Typical Mounting Height: 250W = 15 to 25 feet 400W = 20 to 30 feet Typical Spacing: 2 to 3 times the mounting height • '6. s 9 -1/4 "H x 1 8 -1/8'W x 17.114•D One mogul base Tamp included Lan rrlo Catalog 4 Desciiption L_��- Colcr (" tout Renriition 250 -watt High - 120/208/240/277 -volt Clear, E- WPDH25QZ Pressure Sodium E39 mogul base 32.7 Pounds 26000 lumens 22 CRI (HPS) Wall Pack CWA ballast HPF (-HP250) 250 -watt Pulse Start High performance E- WPDP25QZ Metal Halide (PSMH) 120/208/240/277 -von E39 H75 Clear, 31.4 Pounds 22000 lumens 65 CRI Wall Pad( CWA ballast HPF mogul base " 400 -watt High 120/208/240/277-volt Clear, E- WPDH40QZ Pressure Sodium E39 mogul base 35 Pounds 48000 Iumens 22 CRI (HPS) Wall Pack CWA ballast HPF (- HP400) 400 -watt Pulse Start Hugh performance 120/208/240/277 -von H75 Clear E- WPDP40QZ Metal Halide (PSMH) CWA ballast HPF E39 mogul base .„ 33 Pounds 40000 lumens 65 CRI Wall Pad( • Sturdy die -cast aluminum housing and lens frame, with dark - bronze • Hinged door frame for easy relamping polyester powder -coat finish • Optional photocell available • Fixed cutoff glare shield to reduce light pollution • 1 year warranty • Tempered -glass lens, thermal shock and impact resistant • UL listed for wet locations • 1/2 -inch NPT tapped and plugged holes located two on back, one " Supplied with Venture Lighting Uni -Form Pulse Start on top and two sides for easy wiring access Metal Halide (amps Photocell, field installed CAT. #: E -ACP1 (120 volts) CAT. #: E -ACP2 (208/240/277 volts) 1501 96 Street Sturtevant, Wisconsin 53177 I (888)243-9445 I Fax (262)504 -5409 I www,e- conolight.com 'ENOLOSURe 14- • 05/17/10 HID W /ADJUSTABLE SLIP FITTER FLOODLIGHT • -COI/Of/Old 1000 -WATT (E- HR5M99SQZ) Applications — General purpose floodlighting, parking lot lighting and building facade lighting. Typical Mounting Height: 25 to 50 feet Typical Spacing: 3 to 5 times the mounting height 0 31 - H x 23 -3/4'W x 10 -1 /4'D One mogul base lamp included l_ imp Limp Lamp Catalog : De caption Ballast Lamp V./eight Ou'put Color Ronciition 1000 -watt Metal Halide (MH) 120/208/240/277 Clear, Mogul Base E- HR5M99SQZ Floodlight CWA ballast HPF E39 Probe Start 62.60 Pounds 106,000 lumens 65 CRI w /Adjustable (- MH999UE) Slip Fitter F0atnr0S • Sturdy die -cast aluminum housing and lens frame, with dark- bronze • Adjustable slip fitter model fits over 2 -3/8' O.D. pipe polyester powder -coat finish • UL listed for wet locations • Tempered -glass lens, thermal -shock and imj,act resistant • 1 -year warranty • Ac c(' ) >or ic,' .) Photocell field installed ' Photocell field installed CAT. #: E- ACPIEXT CAT. #: E -ACP2 (120 volts, external style) (208/240/277 volts, button style) (Not for use with 1000 -watt 120 -volt) • 1501 96'" Street Sturtevant, Wisconsin 53177 I (888)243 -9445 I Fax (262)504 -5409 I www.e - conolight.com • TIRE PROZ • ! 4 • OAK PARK HEIGHTS, MN ! - • . . 7 Ia•i0lala ••Ia0Ia00• 1 A • :a 0 / /// / / #/i' /. / /ii. . Z.4 7/./..". %/ /./z /iirii /.: _-_'_ . ...2//7 : /i // I MY 1 r 1 .,.. 44 4 4444: '- 4 44 L.444 4 Lela. 4 4 1 11. 1 74 • 1r 4 4 4 s, . 4 4 4 4 4 4 4' WNW YiCTN4 R67LT • 1 • • 1 �' . . . . 4 4 4 U 7444 NM /'7Yffl J / / • / / /�� • A. U OO7TA0a OWN, SIN 16911 1 �� • • 1.140.76941104 • i f' 4 4 4 4 • la 4 4 4 •. 4 La 4 4 4 la 4,, .. I � 4 4 4 U U 4 • la U 4 4 4 4 4 4 t :I LS 1. 4 44 4 t __ � 4• 4 J ; 4 4 ., 4 4 4 4 5 4 1. L, / 1 r 7L� • \ , tl 4 4 \.. \. 4 la U U 1, 4 1, 4 4 4 4 • kl. 4 U 1, 4UU 44 L. 44 L. La La 4 1 I A7NIMI:KXAYDR/ 5 . ;,1n 1. L. 1.0 la l.. 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A. 4 4 4 4 4 4 4 4 4 4 • IN/I4/4•4• CD - 11 /N /N// RNMION • r ,„:„.„,..„,„ AMIE IIIIIIII • • ■SaaaT AAws O SITE LIGHTING NY 14141,4 SITE LIGHTING xmlf=FI I.valasIn NYM.& 00000 ■NalOST•.S.SR■ ar plea _i C.L - WE 1 00 O$UFG 15 COLOR SELECTIONS Tire Proz Oak Park Heights, MN Exterior Colors ,. , ,`fi +' Color �.�, ,� .. �,<� 1. Glass TBD Clear, lower panels, bronze Masonry . County Concrete 12-064 Blackened Ash Stucco Panels TBD Cool Solar Gray Aluminum Storefront, Overhead Doors Kawneer Clear Anodized Finish Awning G&J Sky Harbor Blue Parapet/cap trims TBD Country Bronze Bollards Sherwin Williams Burnished red 113 Color Seledions2 res _.,...... OLOZ/ LL/80 i ,., ' : , ....,.... ....„,.. _ '- ' ' '''''''. '-'; -''''. 't'il..''''0';104 '''t L''''' 4 '1; ; ; - ' ;;; ; ; "';'-.' ;:,'.+ ';,;;; " .4 4 .''' '•;;;.' •4' :.•;:'''• 1 • , :. „, I , . ' ' '' ' ' * ' . ' ' . ' '''' ' . ' ' ''''''''''''$XV01,:,40$JA,',r4$7$14',47,6";':' '' ..f ,,,,, ' ;,...,?, , , ' . 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L._ i , .4... ..- , 7, , 0 .60 . . ,.,.. . . n - N- 4..4 LA/ CC 0 0 d 6 1 , 11111111111"*. . • ' 1 1 • , , “wo ....... COMPLETE AUTO SERVIC COiliPLET S • TO SERVICE I .....-,.... 7• _ --. .. ,e , . 2 . - , - : • ' : . . . ' , , — . . - , _ Lb . , . , . . • — - ' ovoc - . ni. ,„. ."„,--=,... - ....4 ...... .....' "-- — ,1t, ..._.... ------------------------------------------------------------------------------ - 41 ...._ mil< ..„, ,- 4 ' . ,,."' ' Ne ` 4 ' f F , R a. .:, a V � � ., , l x, . �... ,... v.� d .., v '' �. ' ; r ` �+, . w . ,,, A'>.� • � � � ik . ;` k. " , r■ „ p �FMi n 4- �k l i1' t -.... 1:41 4 - „ _ ,. , _, IIIIIIIIIIIIWIIIIIIII;llIlIllk ., i SE fti cE ■ I pl y I I \ 'fl; ', '4 { I , i , ...„„„mmitiolin ; .,,,, ,.. 111 Li a. ■ 4 it } , , , ,, , , ,niii; i I 1 , • -.imillIlIllLlNIIIIIII t • ENCLOSURE Tire Proz Project Narrative • "TireProz & Wheel Experts currently operate an existing business, in the building they lease at 14661 60th St. N. TireProz are proposing to purchase the property at 14447 60 Street and relocate their business to that address. The proposed project includes removing the existing building, bituminous and west driveway; constructing a new building, along with a new tire enclosure, trash enclosure, bituminous parking lot/driveways, curbing, rain gardens and landscaping, per all local and state codes and regulations. The new building will be 6,800 sf in size and includes an exterior of glass, stucco (EIFS) wall panels, architectural integrated colored block, glass doors, windows, showroom; counter area office; parts room; 7 service bays; 1 delivery bay; 2 toilets; and a mezzanine with an office and storage area. • • . ENCLOSURE 19 Julie Hultman Subject: FW: TireProz Revised Landscape Plan —Original Message-- From: K.D. Widin (mailto:kdwidin(acomcast.netl Sent: Wednesday, September 07, 2011 11:03 PM • To: Scott Richards; Eric Johnson _ Subject: TireProz Revised Landscape Plan Scott - I've reviewed the revised landscape plan for the proposed TireProz project.. The landscape plan has been changed to reflect the comments in my review of 8/26/11. Additional plants added are acceptable and should enhance the plan. A list of appropriate rain garden plants has been added. A tree inventory has been completed and added to the plan. 1 _ will need to do a site visit to verify the tree inventory and make a calculation regarding possible tree replacement requirement. I should be able to have this information to you by the end of the day on Mon. 9112. Kathy Widin OPH Arborist 1 EXHIBIT 1 7 0 Minnesota Department of Transportation • Metropolitan District Waters Edge °Fro 1500 West County Road B -2 Roseville, MN 55113 -3174 September 24, 2010 Mr. Scott Richards City Planner City of Oak Park Heights 14168 Oak Park Blvd P.O. Box 2007 Oak Park Heights, MN 55082 Subject: Dairy Queen — Mn /DOT Review #S10 -033 South side of TH 36, West of Osgood Ave _ City of Oak Park Heights, Washington County Control Section 8214 Dear Mr. Richards: The Minnesota Department of Transportation ( Mn/DOT) has reviewed the above referenced site plan. Before any further development, please address the following issues: As part of the St. Croix River Crossing project, Mn/DOT plans to widen the frontage road and cpustruct.asidrav, k. The current letting for the St. Croix River Crossing Project is fall of 2013. The current shoulder along the property will be moved southward approximately 14' towards the proposed development. When the frontage road for the St. Croix River Crossing Project is being reconstructed the proposed signs, driveway, and fence for the future facility will be affected if built as the plan indicates. These items should be relocated now by the developer to reduce the impacts in the future, during the construction of the St. Croix River Crossing Project. Mn/DOT recommends that the proposed exit -only bypass and through lanes be reconfigured to provide maximum separation between the driveway and the east property line. The design of the driveways should be consistent with the St. Croix River Crossing Project. Additional details of the St. Croix River Crossing Project can be found at www.dot.state.tnq.us /metro /projects/stcroix/ Mn/DOT is currently developing the final design for the project so refinements to the layout in this area are on- going. Please provide an as -built site plan for our information when it is available. Please direct final design questions to D. J. Sosa (651) 234 -7643 of Mn/DOT's Resource Group. Design: Please reference Mn /DOT Standard Plate #7035, Concrete Walk and Curb Returns at Entrances for the driveway entrance on the frontage road. For questions on this comment, please comment Nancy Jacobson, Mn/DOT Design Section, at (651) 234 -7647. An equal opportunity employer . i Water Resources: A Mn/DOT drainage permit is required to ensure that current drainage rates to Mrr/DOT right -of- way will not be increased. The drainage permit application, including the information below, should be submitted to: Minnesota Department of Transportation Metropolitan District - Permit Office 1500 W. County Road B -2 Roseville, MN 55113 The following information must be submitted with the drainage permit application: 1 1) A grading plan showing existing and proposed contours, 2) Drainage area maps for the proposed project showing existing and proposed drainage areas. Any off -site areas that drain to the project area should also be included in the drainage area maps. The direction of flow for each drainage area must be indicated by arrows, 3) Drainage computations for pre and post construction conditions during the 2, 10, 50 and 100 year rain events, and 4) An electronic copy of any computer modeling used for the drainage computations. 5) Copy of the current plan set that includes pond grading and drainage details. Please direct questions concerning drainage issues to Bryce Fossand (651 -234 -7529) or (blyce.fossand a,state.am,us) of Mn/DOT's Water Resources section. Drainage permit will be required. Permits: As previously stated, a drainage permit will be required. Additionally, any use of or work within or affecting Mn/DOT right of way also requires a permit. Permit forms are available from Mn/DOT's utility website at http : / /www.dot.state.mn.us/utility /forms/ index.html Please include one 11 x 17 plan set and one full size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig (651) 234-7911 of Mn/DOT's Metro Permits Section. General Submittal irrfo: Please address all initial future correspondence for development Activity such as plats and site plans to: Development Review Coordinator Mn/DOT - Metro Division Waters Edge 1500 West County Road B -2 Roseville, Minnesota 55113 Mn/DOT document submittal guidelines require either: 1. One (1) electronic pdf. version of the plans (the electronic version of the plan needs to be developed for 11" x 17" printable format with sufficient detail so that all features are legible); 2. Seven (7) sets of hill size plans. • If submitting the plans electronically, please use the pdf. format. Mn/DOT can accept the plans via e-mail at jnet odevreviews.DOT@state.mn.us provided that each separate e-mail is less than 20 megabytes.' Otherwise, the plans can be submitted on a compact disk. If you have any questions, please do not hesitate to contact me at (651) 234 -7792. Sincerely, Jon P. Sol g Senior Pla ner File Copy: Mn/DOT Division file: CS 8214 Mn/DOT Local Government file: Oak Park Heights Blind Copy via Outlook: Adam Josephson Todd Clarkowski Buck Craig Danilo Sosa Chad Erickson Nancy Jacobson Bryce Fossand Steve Channer Tod Sherman Eric Johnson, Oak Park Heights Ron Brekke, Landmark Civil Design & Consulting Inc. "" Ann Braden, Metropolitan Council • - i