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HomeMy WebLinkAbout2011-10-14 OPH Ltr to CA Forwarding Fully Executed CUP for Recording CITY OF "': OAK PARK HEIGHTS f ..t - 14168 Oak Park Boulevard No • P.O. Box 2007 • Oak Park Heights, MN 55082 -2007 • Phone: 651/439 4439 • Fax: 651/439 -0574 October 14, 2011 Mr. Mark Vierling Eckberg, Lammers, Briggs, Wolff & Vierling. P.L.L.P 1809 Northwestern Ave., Ste. 110 Stillwater, MN 55082 Re: Conditional Use Permit: TireProz —14447 60 St. N. OPH File No.: 2011 -08.06 — TPC File 236.02 -11.05 Dear r . + i rling: rncl. -d -rewith for filing with the Washington County Recorder's Office, please find a c • 1 •, - above - referenced document. Notice of Certification has been attached. ' 7, E A ohnson 1 Administrator Jah Enclosure Tree City U.S.A. 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. 4 . E r . hnson Administrator i IF Y 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 IV. 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 , M IN WITNESS WHEREOF, the parties have set f. their hails . d seals. CITY 1 .y • i a GHTS , /f Date: B /-( �� /' t •`_ .��'. . • . eaudet ayo I � / Date: to 1 By 'c , ohnson l ' ' Adnuni • 1 .tor Tire Proz i Date: /// ( By Croix P, i1, C mpany Date: / Oh ( By s-<------ Owner 4 EXHIBIT "A" LEGAL DESCRIPTION Certificate of Title No. 67062 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 a„ PROPOSED NEIN FACILITY FOR: TIRE PROZ $ NHEEL EXPERTS PMASHIN&TON COUNTY, MN Iii, • CONTACT INFORMATION INFORMATION LOCATION 14'? STET INDEX • M UM=PAM% IN 1.20111100 MIM IO WA MPAM 40.1 ssirr 11RE PROZ { IIHM EXPERTS A 1.1 LMO1GA e P M I 14661 60TH. 5T. N. • MISM01r0R ITre 111. 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ST" MH -/ a ] 14 1 40' F • , ■ 3 2t 0 �' 1 EXBTING ASPHALT - RIURAIO.5 I I 11 - A ADA ACCESSIBILITY NOTES CROY SLOPE. INN(S) 105.9 ■ 1 � �, }{ p % i .AV "! i wrTU UCa.ui I °M� A , 1 . q � I TAP R(TY ) PUMP LS I T APE P. • I _ ._ . ' r� O WI RCRKT HARM ROARS WorPru II YROME A COS..<GESS d ✓ i EXISTING ASPHALT 1 SAW CUT AND MATCH I 4 I I i i H FL EMERGENCY wawv u nwc ,n I, I I hw lr ', d "' "r "' OVERFLOW WEFT I •N0 °fRi q y R y E ° _. • {. j � m l rr �� r3� ' „,,',•,,,,,,,,, 1 RETAINING WALL ! 7 "t �I i y I $TEOATANOTES ( GA EXISTING EX. STORM e'J2CP) I i , ; j f a raM ' a,'a �P h '5'CURB BACK IIII I. T20 .w)wrtx ET Io �c,our Ul I E \ 1"N R(TYP.) I alwmrawn— GENERAL ww 3p 3UILOINO I I s ��r .T y a ” I ToiKa.r ,.,,a�uI,eAa,,ul1 j 9 ' V+ I v �( { I BC r /�x ( I ',— CURB §:W LINE werwawT wrw. xev WALLS I i, s 0 � "`P�f / 4 40:0 I I � I iyI 4 �p� l Np BACK 00 CURB ( I I -BIT EDOE� EXISTING =BEG 3 i I , T CONVENIENCE STORE '� c 1 W ' 1 4 I I RA IN GARDEN In ■ AR I.1 PIIf BS I. 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TREES to = o s . 1.'--- 'I L . __ r � 1 P W t / X .aTMMH f l' O Z 0i y _ ' rclMcB,9.3 I ? � Y it .,, LL INV(aJc�13,7 ENCLOSURE' t O , )- —1 0. i EX, SAN. MH -/ , 5 ° RIM RQFERfY LINE a _ arty M � J m �7B.5 I \ J TRASH INV(S) =900,2 .r5" '\ ;.- 1 ENCLOSURE 15410' `\ Q Y I FOUND IRON PIPE i 1 ` FOUND 0/4' irc " a i l �. n U" wl n . oI I i WAS O EL•910.70 IRON PIPE PREPARED DV w: a O ur Owen O. ai EREo P.K ic ww DULY ELW22.14 uux" W W //////// / /l / / / / / / / / / / / / / / / / / / / / / / / / / // ,,, Z O o /, NLL■/II /. .r IO 451.0 ..P. A C2.0 ENCLOSURE IaWWI•^.. NU I t. ! ! 2 . - EX. SANITARY LIr ...EX. SAN. NH mmrr'ucn m,� . nm.. , ro 3 L n j / RIM.010.0 EX. STM MH / INWS).900.2 60TH STREET NORTH EX. BIT EDGE RIMa905.2 Cq^^ R6 "°" °` ^ � ° E0 "p'E - / .- EX. VALVE WATERMAIN /� / INV(S -900. � ' ' I.unywttlnu�re ��r�orLe�[ ^ w s I I �. Irml.cwoN .•=- • 5��' - EX. STM INLET � u — � L �— � aq q IhKIfS)•807.{ ` I I . * EX. STORM PIPE am °r .o..w.,a • SOUTH FRONTAGE ROAR - ? '� (90' 1 A.' - STM MANNOIE ...G......................... - _ 1 1 j 906.:_ Y0935 R9Ai019 BROW POST ` ary l - '` --_� '... NR 314- ,. i.... � —' \. — wo..v.we w.o,w.v. 7 8 • .. —f f EL.910.2{ _ _- ' a _ s I a" • f _ w f� •" .�a.enew+.unawucv my ° ! f l E % t ooe ' .rm V 7 I _ - —. EX. HYDRANT % , •"mac•._. ._ - -`"� ,ryl _ I E g A 1 Al UT.912.71 -' .'+ i y I "4° ` if -- OVERHEAD POWERLINE dTf`S{ l' I , , • l y i 'a I d a � b GRADE TO MATCH EX STM MH j 7 .„, 1,. ; 7 - '!" BACK OF CURB I j / / �� F irI EXISTING !I I 119 ... I , re , ,, n ' o f �� s 3o I %PUMP ISLAND f i / $12D \ A 7 1y r I q '; y �Y j "' , , .. sa 6s • , - RETAINING WALL t p t c i �1 *. 4 o Ex. STORM P IP ��I _. .0.4,' B �1314'4 9 1 K! � ❑ I l i . �E` EXISTING .(1B RCP) ' I I '4�^jy 'i � '^ 7! Y r'i ", ! I :2 BUILDING _j11 I I f � �a h ll A,;• _`r,' II i l� GRADE T0 4 y "'# ,���(('§I MATCH PRETREATMENT 9 S• • 'ti.A h IA. y I CURB F LINE i � ' . 'F " "j'�y__ j I ' . I BACK OF CURBB f SWALE f � s YP 6n' 11 - BT ED 'CURB EXISTING �' FS y U I I / . ! ,, ( y I 00 '4 Y % ( y, 4 1 - CONVENIENCE STORE � y z 1 ,ag 1 x 1 •I , il 1 " �Yilld V2' � 3'. t � a • d ' d dal Ns a W l ,14,64`,04t,,/M0 N .f ! i 141A' t II1 Ci '',,?,,,,4 ' a -_ O _� ;f t ft > z ' rf df a __ PRETREATMENT N � I z 1 1r' 1 1 5 a I swALE Z %. HYDRANT \ a ytl Li PAME CL O z 1, TOP NUT.921.95 - - ,yj EX. M a F - O fl l' M MH _ n _ t9'Ft 3 / V Z • 71 1 I l l.. RNd+9 1.�`I I a�2 �. dd ,� - O / INV.913,3 - D11m I' ' !.. -- ---- ' - - -- - -'" d ° ` . h i' v. il}II U I y - - X E- - --__: ? Z � _ �� ;' 1V -1L' N a j 1 1 - TIN MH \. - � .. *�. z E Q J p ; ` \ \ \_ ___ ___ it vK ___ o C7 1 / `I RIM�19.9 � INV(S) =13.7 ___ -__._ {(, 1r ROPER LINE � �' - .�w�r 1 ,....•L'• � H 5 2 3 RIM.91B.5 I ...."-#1 _Jr. •: -_ CIO C ' FOUND 3k' -J ) R - � . Q ( , • IRON PIPE •••, FOUND 3I6' te: awry a L y . , _ Q EL.318 70 I IRON! PIPE ,� TM r lw. w mn a - t EL.922.14 .crosmu..^artssm+ u �^ Ct .33,39.1313 S .1..e.„ C 3.0 ENCLOSURE ! LEGEND EROSION CONTROL NOTES 8 ! ( EX. SANITARY UNE,' - EX . SAN. MH - ENEna Dili; - 3 ® EIErIENf2M E3 1 c 1 r MALL%.OW ALL LOCAL, COUNTY, WATERSHED, ua STATE REwnEIIIMa I I y .. N =9002 60TH STREET NORTH �ui.s s.i" • ___'9GD- - - ---- ,OCa.,IWC,tlN R. MAIM �MRO,aze.aH„e.eN.,A�.E,aE.E AM�E,.«,rON 3 ORTH EX . BR EDGE ERE T N V( S)•900.9 1/PT ETFENCEMOR41E1K,°rM OE M � PR.,T 'L E l l A C ANO / j - £X. VALVE 1 WATERMAM9 /' NN yr lioro PETER= NwuRUw S INSTALL METPROTECTO, AS aANONTT. PLANT TO w f ` ' TRACK.. EAS A ., ._,._- „- _._S__•• / .. _.__ ._ .. -._ „— ..._.,_.-�,_- T_'•___-.__ p (� , �_.,, _�_ —.. - i,8_ r—.. me laa VUUUUT n,Em mrna.a ACTM,eS roll. GRADING LYRE S HORN a g 1 _ � �1 - 6TM INLET _ _ - _ naroro vT rnM .— _..�. —. • : r — '.•�:a'L�' • ; • - • y � :• RNA�O /A ••�- _•�•- O -f-- - -. "• —• - TN! CONTRACTOR • PRO MSE0STO STORY NMRI w,wEOARGOAT ANY OWN TEES R // Q I .I --EX STORM PIPE .. �.. r UUU ANA RION WORM SOU DN HE ER. oNTILT INSTALL It (9 J1YE- - . • CTIDN . +E x.a ELE. FED (3r PR —» —. —» — irn CON raTeEbCUSONM.T OUnM,OA, w AsonEncO SOUTH FRONTAGE ROAD % I MaOE®aWMEIE °R° °'°°°®'ESP °D° ca ICTIM A EDaNO.EET PENCE ORAL INKAMCONN I i M MANHOLE SLOPE OF rt ARMS MALL MULLED NWPIO HCE WIN wncArE � I l I ,--ST A4 I . I - ”" - _ - =.may -, I { i pF - 7.C/UN. � •�' ��� . ::rrvv — INV.000A — NIU101wrAU IN S NINU NI ENO. ON,. OR AS OUCnoar n. FROMM SeaurA. G i pi — 1 M T � - A9!.II iZ i. I r Ta� , s _ o ° O.wnu, MIENS FOR SILT FENCE wTAUATION MT PENCE U«urCONTwuus.rEW I.= • E 8 X 8 — "`."'•• —"•.-- EL•91011 7 I _ ._ ' . —T A01.0103 ERrnunEr AFTER rRViaRra 1 ,ii I '! P'HWAN NT EMAT WER_ 9n, I G r — EROSION t t / , I • - Ell. S IGN : - a0U +' ®✓ .' CO NS TR UCTgN ENTRANCE - _ � NAT aAaNNAEE.DDDED NO aTAN.Da NrvRU ®OAS AN urww,rw ! pp K I , " 1 �. _ -- __ 1 00a I n I 1 ' PA D ) � � , - 11 S EX. HYORA M' +,� .� > _, °� _ E rwunR Trwi.,rwC NAVE rErosnxwr wrAUVO TO TOP NUT.912.71 M ! ' ) ...... �'�s> 1 ✓ d ®t - IN LET PRO TECTION i 0.11E TOP 01 RAW 11 METALL SEDINEMI LOOS AT PAL PT. *EATS MO ANT OTHER LOGTIONE WPM . PUN OR AS MEMO EY ENE ENGINEER. SSE OCTAL SMITS FOR KONEN/ LOGI INITALLATION. I . i I I �:. _•- --- - OAS ! � ,�� b ,o I .. OVERHEAD POWERLINE ' . O mAIL MUTE E wTAwTION X - . ' ♦ . l ( .•.' I / Nas PAST ESPIO E.r I E% STM J' 9 mwL,EDESPaR 0 0 SE O.A.EA,WO RIM•9I0.B _F :.: Q i I I EMAT OR SOD r S E rEG wm M SE COW .= 4 • OEi WORE FREEZE INV(9)•903 fi T I • I ; � __ SLOPE FROM CURB E7(LSTMJW rPPPIA ORSAVI wu Ca 0C TO AO �A SPRING MAINTAINED ;II I I ( r '� 4,:.,,-.;,:t A tl ' r PUMP ISLAND x UCOSamORAA sEOSC_M wwmrrN ELT FENCE NOM. CONTROL 111 I 1 � 1 nIP ` L� J STOCKPILES MICR ARE LEFT �. a•: ;:� CONNATE METN006. TM OCIE NCR INCOME FILL OR TOPSOIL PLILE OAT APE N ACME UM r .' I ✓ I 1 TD ANWW"TAEE FL..& AS COPESTRUCI IN MO WEATHe, aa.o,Ttl,. WARR.. y � PROTIECTS0 RV I l i i// l J �Jr� - RETAINING WALL MONITORING OF EROSION wo SEPIEM CONT.. rwcrOEE FOR �[ o l id " ° to ) { /� I TE UAn"E uT .Mr AUErE�.a J. . EMU OCCUR AT EX, STORM - ,,,,I` Y I ` I 1 Y 1 N, d ` ° T r CA WRINNN NOUNS AFTER ARAMA,ErwT OF Oa MOMS OR �:3� :: p EXISTING 116' PIPE - RCP)' ( I , / I I II i �I EMAT WEIR I ` A RENE EVENT NNNLEE mMIEneREOro SE TN! TOTAL BUILDING I {7 I / .�. I INLET PROTECTION a . NONITaIWnR � Nwarun t0ISO*1�, '' 4 L= 11 9 I 1 : I ; ` -C FLUNE mrannxa,lES EROSION MO SEDNESPEr CONTROL PRACTICES At INC 3 1 C o En 1 INTERVALS SPECIFIED MO A *AIOSO NOF TIM WRITE/1M. COM .= I - y , I r 1 I �� — BACK OF C URB EXISTING rO REPAIR OR REPLACE SRCM.MOSEnuENT CONTROL M.I.6. 1 ,g gg II I --SIT EDGES :N, wdWAneoIEIEUroeraa MOM r.uUESawERmaN f{ C ONVENIE NCE STORE V i �.9 ' E { A I meE DRIEM Canty PRACTICE axNLwcIANESO,r w . NNSMNaw. J LLJ 1 DRGH CHE . a /// (� I OFrdttE BEd EM DEPOSITION �EK Etl FRO CONSTRUCTION Aa M r MT F d II I 1 • Z 9 r - .., J rI : r II z ' I MATES r MU.ANCCA aERO nSEERN CONTROL ERAii.ESRUULTIN S i =2j rrr AN NNEDLATE IINIAI C' MOAN, MERINO P1 SEWERS CITIES WAITERS 1LI ■ I T s t ®1 i y 4 OF THE ETETe rnOCEONPE MALL ES w.VONED NNNeLNIELT TD P M .5 - Ill > / , I ��( � 1 f I ' / A '(0 61 w ! w NS ..On MNANRa. 'E` a REPLACE . Ui I l MAT r I r I .11 , 17,:i { a ." _. ._ - - -- _ _ - li w Z II 4, ,W H I " t� /� ' i . * z � `4t r04 I EMAT I SLOPE FROOR SOD I N (n i iii 2.....11 Q .. 1 1 3 ,, y T . I I e M CURB 0 Z d. HYD A ' .& } „ '' , , x n x T � ' 1 EX P CL p 8 d II 7 NU 9 27 95 L a ,•^ �— p I I R 9 L X STM M H y � . o ( r I , > y I I 1 / I LU 3 o / I . A I I.. 1 RIM RIS I / (y ( Ce 0 1 •I, INV'8/33 '" I i IP r . -- �. .. u) (~'! Z -'s*� II )) `!'.. i ll % e EX. TRlEg ix fJM N U �� I T A ,,'-----2•:.....' 1 -EX STM MH \`°L "- _ Mi.2'''' ' R.f ' . . ' _ _ _ 0 Z Q Z • ` / RI / • 0193 \ 5 5 9 . Y ,A'r _ 0 ; O I1 J IN V(S 1'3 33 - =__ 5>0 - v / � -J O i EX. SAN. IAN-, � w L JCT.n..L.�" 1. \ABC] Kam,.'''' C' . Y l J_ m W RIM 918.5 8 FOUND 3M• -- I �• - -- `\ ' ` °`` • . SPEOFI 11 W 'a0. U... U Y IRON PIPE 9 _ `- FOUND 3q' REO Sr IN a .001 UV NREn Q ELS91S.70 ' - -. -: - IRON PIPE n E RRS M aO I i o A E A 3 a e•F' EL•922.li L.NR ,NO LAM a Me STATE a i Z Q * /, . OAR:00 M /M T RED NO 26140 C4.0 ? ENCLOSURE 5 • I, . i C '— " 1 { mrar -wrw 1 rwr,N Y G n i (! SM. FF ww�nsr WT. F OMn W . . eM'Y ; aver nw..ewt LEGEND GENERAL UTILITY NOTES h DOM i rwrwn� • _ - 'v. " \--,_t„ s WAVY rowruwart %e.uv� a P.M •••• � � ..._�_.. -- - • ca MACTOR TO coaxoi 11.0.rn+w.u. swuuraoea N iiii EXACT 1.0.1.1.1. .aa.a, - ' '''' �•�., ,j nn mn S. CMITIULYOR TO or xww ai way i I i . '—`— '– wa.o u — r _ _ _ I - 0..... .. u.W.14m...a K : 3 a _ , " 990/11. w namt r w � ,......,,,....„,.....„„,,,z3 r COMM `c i VON. IS ME r. cwr..cro.r MO SHALL t nwr 'ii ..4,,.. I , ara rrt�P.+rP �,p-' rt __ ,r 9 — mnw tiawwr •. �r���M1n�rrr. eawrc1roxwr.e..m mevum siu.aii - - -• /'" y I I ii r earrw rurwwu - SANITARY SEWER NOTES na,wwuRr.m.r r rmsE PIPE ...wow.. S1 awrury W. uruwrorwrruo. 1. / a a..r �Hr., GRATE 4 evrrwo awrx�: rea mwr.m u n cor.e r burvmm.mo.n j �..�.ro.�m ra.� E ..�.H. tv nupn.. .IiCr roaTN.W / UEG w StrIV. LINE 1 common.. i 1 _ j (` .jF�' i � WATER SERVICE NOTES . 4. 1:0141.CT011 TO FOLD .40114.0OATE AND .1.121 THE EMU. SAWA.14 ' ,..1 '� I Cc i .m..rNH. M .mr�mH�..� y .: 1 ` EM n,E o .F �m.. r�HOrr , STORM SEWER NOTES I. 1 STY ���onow, rvw I I j _ j y Id- mHw.,ow� �wo.oeeo� µv .,u rr. u•sror, $wot .,u smrx de • i C I ; omnNOa I WV 1•0911110714 .111111.2 GASKETS �M P.014,041201 MOPC01031•COPPOI aa..Na.rur F .��. .. 2. Hid 11 � °PAN RNN GARDEN NO III I ; 1 (IUOI w awr.nr w i i I W P. � «- 0EN Al . THE CCAVAc . TIWO€ EDAM .If HE IN NC.1.1 I I war..,w ,.mmwr wham. I WE Of 1,2.1 ww fcwiurco o O itAIN to i � w III I I Z I c0z 4 li ( a� W J t, J II O0 a ),..1 I I � . a. r �, ~ N i a q • � . O i _J r vr oars, Ira a ..E.: .. oH.�r a .0 ME MAT ■ US MAT .Ha.� Z OW 0 4 o,E:�ro2�,� .>.,.,,0 C5.0 • ENCLOSURE • • • SOUTH FRONTAGE ROAD . . __. / . .. Al _._ • i-. . 4.,.r:-.--.-7-x- ...Re 1 nJanlom l''': A ' , 111 ■641 A . ' 1 . *GABDEN.• .- -1 ""' ,,,`"1."'" &WNS SDIECILE il ■11 i . . . . . . -/ ''''' A I! 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PI . we...w.....1. ., I ,-■, ' ' ■ , . . )- . • • ' 1 • CZ .../ I. 1 I A 7 . 1 1 [ - • :1 -] /WU I LIFP I NcEr SMC.T I ON Wil ' . • - ' ' • • J MEIN ENCLOSI.ME y • " '` �, �- �� , 1 i L, 1 r x / TIRE PR:'_ I _ 1 I KSY c 1 h e DOSE LATE LALLUY3IDBTBMDBtTTEDSEIS r,"` , i08E BED lCAYl1Cu ✓BLACI(TAWCAP.IIIIEAS ARE TOBE C �K ?L, R t\ h L, u m i s 1,:.: • IiiffYY2"ISST{P Nif 188YElf UAL PAId1ED BELL HOES ARE = VOWED IB EBAYSPAINIEDWNIIEL WONTED PUSH TOBOIL BOILING. E. ^^}E ^ _..:._ ._. ,_._ _ ..__..:_ i ' iiITAbtl: IllCdfYBIIWEEA TITTERS L9ACEWAYISTOBE PAINTED WNITEw/# B51- S08 SEA BWE VINYL BORDERS i "WNEEEEXPFRIS °. .,1,:s_.,VWI54401 115 -e42-0402 vm...g[ap ii cn oaseinc. co m • ' 13' -6 1/4' --- --- - -... 32" - — i ro • 4.51/4- 153/4• • Y `\ 6,� &Wheel Expert`s )I .. i 1 .—! �-I I nt l 1 I ' 1 ._...s... ._ .:;_ 1 I y I 111, , , ,.., I ' 6 i 1 .. _ _ _ ,.., ,_ _ _ _ _. __. , . . _ _ _ _ y, �� CLIENT HAS IDENTIFIER THE LOCATION IN WHICH THE SIUNAGE 'STD BE INSTALLED. THE CLIENT HAS THE SOLE RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY OF ALL EXISTING STRUCTURES TO SUPPORT THE SIGNAGE. ENCLOSURE I AitImes nMi5vx ' �Slli�i.. �t�11y 2itl�YllliWUWSpYOC .YYlItlYIaR'1NIElh2W UliaW111W1WtgP[ I�WM�ll11Dg01bB itl0[ f0Y1114lYktlK# 6iYYYliIWYlf1YYYt YYYlif9fYlYWYIEY +'JYIYYYYYYYiiYY1F�11YWltllt 9l9GAY WS AK O LL. P I SAMOS UM. GRAPHICS LOOMS NM or IIII ThECOLORS {IM WICa EACIUA R_VIYFB _ _...._- _,__.._.....-..._..».,.... w ........,...W,.. .... __. -�_ 1lIYlSE WurttNV11I V�NNU, WtWYA�YYWYU�u1t[ SNtY. fNN. nf . m1u tYwYlC/fOfJ1u.iYOerctlY. 4 TIRE PROZ s� /6Ef{lt'1 ] .�i�I�Pjt �IAY . •• ( gSEFNBNIpBUn➢ INGLEFIERS ARE re BE ROUTED OUT OFrn oti ' rec PUNrra1 & NBUNTE➢ FLUSH TO BUILDING. OAK PARK HEIGHTS, I NJ I 1 , . 9204 Packer Drive, 1'Iausau, 111 54401 115.842.046. vavw.graphichouseinc.cam 63'•0" compLETE AUTO SERVICE 32 1/2" �wJ , • (5 �' 1 ,� R r ii r P� yI� �I• r ' +. i G , , a 4 I j .. \ {� 4 • 1 ......,..... ,..„... : imem. . . ,..... ... .. •.,• .•• Er .. ,...,.•,... .••_., : Eimi. ,.simisi::.,.•-• -•.:-, ..,..... . , . , , ...• • ,..... , , 152362111111111 1 �� I I . I h I® I I.. I �r R CUENT HAS IDENTIFIED THE LOCATION IN WHICH THE SIUNAUE IS TO BE INSTALLED. THE CLIENT HAS THE SOLE RESPONSIUIUTY FOR THE STRUCTURAL INTEURITY OF ALL EXISTING STRUCTURES TO SUPPORT THE SIUNAGE, i aaa wo�wu�e �a eancwJwmmrawwmaaua w yweaawau aata awtewnuaa ax autmaeannAw tw uMwu pw ,waaerewa aw,rw wn ... twewuem INK INK CO t MOW 1 x1sueun1uuenaumeuvurrruuIZILAS WANKS MMUS DWI rneeoIIRSWY or UMW EA IKC MAIn uruuoma AIIRICNISRFSERVED _,_. • _ . _,. W „ _, . __,_, . rNr wlR GiWnMTI., YAM .•1.1.47 MAI w III iu•war•.uawu111,11 WM. Mil. ne .r•0wnruururvwwrmw krtwromwrr nrark a p V p v . a xL 3 ^3401 e , .: , ,... i 1 ,, .,,,,:.,,,...,,,,, ,, 11 ,,,,,,,\,,,,,,,',..',,',',.,, ,,"-.-, •,,":),,4.-'f•-•4 - - Y . • Od r +P^ :7 4, :rt ' . '1 y' , • • 4f."• -.,•,-1 _ . ,-,:.' - •••• • • ' . : ' : : : : : '' fa t 11'1'''1H4'.:: i'l l ,, ,,.. ' ''''. '''' : ?q,,,.. :' .. ' :" '''' ' ' ''''''''''' ' ' ' . '' �,. r n • • • • ': • ,..orit,..„,4 , 03 0 „. • /4",.. ' • • n. p ••-,V,-•• (\.(111111111°' " . - ! F l , ;m • R . TIRE PARK HEIGHTS. f,1iJ L �r C 1 26 t; '` "' T ( 11,1°1, I d k! ICE YEP . (21 F UCEIIENIS FOR DA INIEAN.ILIUM PYLON SIGN . SIGN FACES 11ETUBE WRITE POLYCARBUNA IE vi/ 2' PILLOW . �6RAPRICSAREIU YSUA-0ARIN VEBLUEYINYL # ISU0�31REOYINY #YS BIUBUCKVINYL 9-6-2011-A NEW AW4 C1A001N G DYER EJUSIIXG SUP PORTS IS TU 8E PAINEEO 11GRL 1AN NEW C IAOOING AROUND BASE OF SIGN 15 10 9204 Packet Drive, V)aysau, WI 54401 715 842 0402 NAVESIUCCO FINISH &PAINTED LIGHT IAN VV ..i. giaphichousemc.com 5• - 0• OPPOSITE SIDE MATCHES FRONT 4-0 a / I Mj I � ,:. 1' ire ro' ., . z '1 ,, 6-0 " il C OMPLETE 4,14' ,. „. � '� AUTO , = , r „F4 • i s SERVICE , 77 r. + wa .� ' i � � 4�� ^��3� i'T��� :��� 'b� �. �_�, 11 s Oil - 4 I yBx t ' k -a ' 4 � te a. , . - � .. r ... , 7 t'" i S '�, '. lit = � , - , I i )v x a } P 4 i� '�� .... , _ 1_, d _ „,1 14 , EXISTING SIGN 1. S4 as L r 4,aw r v � a, 1 1,14, r r 's4 i ■ 3 � � N a { J � 1 A W M i $4 1 a b � + 1 ,v i xr:i L y, 4 1, 1x '' r 4� .. , , tat 1'14 , " ,^,,,,I r � a rx k ....: f .;u 1r' T - 9' 4 d 1 g, (I I RIf NT.f RFSFRVFII !!!!.II! omu mm : ° ����. ��� n � uaetm Atll��0Rsus Norioatriakapco IM®4I r�roxrurilo no rn�rr AUieo sit ,,,,,;ro,, wwxw RExomn roonrc CONCEPTUAL MRS & GRAPHICS LOCATIONS 0lY 1NE [O UAf WIXOi nH NEACTUAL M 0Y0M - 05/17/10 CUTOFF WALL PACK coriolight 250/400 WATT (E- WPDH25QZ, E- WPDP25QZ, E- WPDH40QZ, E- WPDP40QZ) 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 9.1/4 "H x 18 -1/8 "W x 17.1/4 "D One mogul base lamp included Lamp Catalog # Description Ballast Base Lamp Weight Lamp Color Output Rendition 250 -watt High 120/208/240/277 -volt Clear, E- WPDH25QZ Pressure Sodium CWA ballast HPF E39 mogul base 32.7 Pounds 26000 lumens 22 CRI (HPS) Wall Pack (- 1-4P250) 250 -watt Pulse Start High performance 120/208/240/277 -volt H75 Clear, E- WPDP25QZ Matal Halide (PSMH) CWA ballast HPF E39 mogul base " 31.4 Pounds 22000 lumens 65 CRI Wall Pack 400 watt High 120/208/240/277 -volt Clear, E- WPDH400Z Pressure Sodium CWA ballast HPF E39 mogul base 35 Pounds 48000 lumens 22 CRI (HPS) Wall Pack (_HP400) 400 watt Pulse Start High performance 120/208/240/277 -volt H75 Clear, E- WPDP4OQZ Matal Halide (PSMH) CWA ballast HPF E39 mogul base " 33 Pounds 40000 lumens 65 CRI Wall Pack • Features • 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 lamps Accessories 40111/ Photocell, field installed CAT. #: E -ACP1 (120 volts) CAT. #: E -ACP2 (208/240/277 volts) 1501 96'h Street Sturtevant, Wisconsin 53177 I (888)243 -9445 I Fax (262)504 -5409 I www.e- conolight.com ENCLOSURE 14 - - 05/17/10 1 • 1 HID W /ADJUSTABLE SLIP FITTER FLOODLIGHT E A� - ®�� 'i/�� 1000 -WATT .f (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 d 4/* ' 31"H x 23 -3/4 "W x 10 -1 /4 "D One mogul base lamp included Lamp Lamp Lamp Catalog # Description Ballast Base Lamp Weight Output Color Rendition 1000 -watt Metal Halide (MH) 120/208/240/277 Clear, Mogul Base E- HR5M99SQZ Floodlight E39 Probe Start 62.60 Pounds 106,000 lumens 65 CRI w /Adjustable CWA ballast HPF (- MH999UE) Slip Fitter Features • 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 impact resistant • 1 -year warranty Accessories Photocell field installed 7 Photocell field installed ` CAT. #: E -ACP1 EXT 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 ! .1 0 • 1 OAK PARK HEIGHTS, MN • 0 r ii 12 21 It //.////41 / ".eziz.Zd/ /i /./i/. 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WE 100 OLOSt1 15 COLOR SELECTIONS Tire Proz Oak Park Heights, MN Exterior Colors ¢' "!i v:Y" ' 7 tir I ` ' , r Color 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 m z p Color Selections2 1■ 0 I. I I L 1 / 6 0 y .,k r. �iu#PY�'r�y ✓�7 �Alli ��'k�1Gy r{"�rsN'! +!{ fir aX J'..' ! i ✓ ✓ k 4 » r�"t'. rr'tl�r. �!Y'hPN�""Y,J� !` �y} 5'z!''�' d� ,�y�'N}F it h ! +..,«..,..- "'� ��`,q!4, ti �(rtVz� `.' �Af tl l 4 ! 1� +r J u • A ✓ ..J.f " ! 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( h, 1 " ' 1` V r 4' i6rft, �k' i�rn A dr f yb ' d,tif '' r CA F d yt �M •• , R r s { i f w '4 1 % 9 9 6 '� .t�[, � f �f d � i d kU i l , C yk ' iti uy "8 ,, ,, s_,, E r '�-! 5 n � fir � r �'Y. Sd � � , �1 � � r�x� Y �,� � ��+. �' S".{'� 4 y�� "� � _ 3 r t v s st - . `5 �v ' �9 s�� x � a . W' '�' 'Ya4 `.4 '. j A r 'x .1a fi ,y , t t � ? ,;,,,I.,--0,-, g�gn ++s,, T�3 a K '� �yd + . � C'v• � , � , '' ��i � p � " i �+., �r� 01•441 Egr � '� as ^�� rsy t ENCLOSURE 18 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 tmailto:kdwidin@comcast.nett 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 17 o twese r' Minnesota Department of Transportation y Metropolitan District • Water: Edge • opTRA 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 construct s sidal The current letting for the St. Croix River Crossing Project is fall of 2013. I 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.mil.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 • Water Resources: A Mn/DOT drainage permit is required to ensure that current drainage rates to Mn/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) 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 • • (btyce.fossand@state.uln,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/utllity/forms/ index.Mml 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 info: 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: I. One (1) electronic pd£ 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 full size plans. • If submitting the plans electronically, please use the pdf. format. Mn/DOT can accept the plans via e-mail at l netrodevreviews .DOT@Istate.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. Solb 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