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6.3 & 6.4 Item # 6.3. & 6.4. tdy of R 1River MEMORANDUM TO: The Planning Commission II FROM: Stephen Wensman, Planner /' j DATE: May 23, 2000 SUBJECT: Central Rivers Request for Preliminary Plat and a Conditional Use Permit, Public Hearing Case No. P 00-9 Request Central Rivers is requesting: • A. Preliminary plat of a 1.80 acre, Elk River Cenex property, in the C3 zoning district. B. Conditional use permit for a carwash addition. Location Address: 13374 Highway 10. General legal description: that part of the SW 1/4 of the SW 1/ and the NE 1/4 of Section 32, Township 33, Range 26, Sherburne County, MN. Zoning/Land Use C3 (Highway Commercial) / HB (Highway Business) Attachments • Location Map • Preliminary Plat • Site and Building Plans (5) Overview Central Rivers is requesting a preliminary plat of the 1.80-acre, Elk River Cenex • property, in the C3 zoning district. The property is not platted and is not connected to urban services at this time. The applicant would like to plat the property in order 13065 Orono Parkway • P.O. Box 490 • Elk River, MN 55330 • TDD & Phone: (612) 441-7420 • Fax: (612) 441-7425 Memo to the Planning Commission/CU 00-15,P 00-9 May 23,2000 Page 2 to construct a carwash addition to the Elk River Cenex convenience store. In order • to obtain a building permit in the urban service district, the Elk River City Ordinance requires that the lot be platted. The site is presently a convenience store and gas station with a Subway sandwich shop. Adjacent the building is a large bituminous paved area for parking with canopied gas pumps in the front of the store. There are two above ground propane tanks on the site and propane is sold in the store. Along the north property line is a flagpole and two pay telephones. A large pylon sign is located on the northwest corner of the site. The site appears to be used for overnight semi-tractor and trailer parking. Analysis Drainage and Utility Easements 10' Drainage and utility easements are required inside the perimeter of the property. The easements are not indicated on the preliminary plat. Curb and Gutter Presently, the parking lot has no curb or gutter. The City Ordinance requires curb and gutter for high use commercial sites. The curbs will help define vehicle use • areas and control parking and protect landscaped areas. Access The site is accessed from Highway 10 from the northeast and from Orono Road from the south. The access from the northeast is over 50 feet wide. City ordinance requires a maximum width of 30 feet. A narrower drive will encourage slower and safer vehicle movements in the parking lot. Vehicular Circulation As shown on the site plan, the drive lane south of the building is only 22 feet wide between parking stalls. City ordinance requires a minimum width of 24 feet. Staff recommends that the parking near the building remain and the remainder be moved to another location to provide room for car wash stacking. Furthermore, the drive lane behind the building should be widened to allow for improved turning into the carwash as well as a drive through lane around the outside of the stacking. The stacking lane should be striped and signed as one-way traffic. At the exit of the carwash a concrete curb or barrier should be provided to direct cars exiting the gas pumps away from the carwash exit to minimize conflicting vehicle • movements. \\elkriver\sys\shrdoc\planning\stevewen\pcmmo\cenex.doc Memo to the Planning Commission/CU 00-15,P 00-9 May 23,2000 Page 3 Flag Pole and Phones rSite amenities, such as phone, lights, and flag poles cannot be on Highway right-of- way and need to be move on site. Parking City Ordinance requires all parking areas and drives to be setback 10 feet from property lines. The existing paving extends into the setback areas and in some instances is up to the property lines. The large expanse of pavement on the west end of the site appears to be used for overnight semi-tractor and trailer parking. Automobile and Semi parking areas should be indicated on the site plan and appropriately striped. Overnight parking of semi-tractor and trailers is not allowed in the C3 zoning district. Site Lighting No new lighting has been proposed. Carwash No pay box or vacuum facilities have been indicated on the site plans. • Dumpster A dumpster enclosure for the dumpster is required and to be constructed of materials that compliment the existing building. No enclosure or elevations have been provided. Propane Storage The Elk River Fire Chief reviewed the site plans and recommended that the applicant conform to the NFPA 58 rules for propane tank storage. The rules stipulate setbacks and other storage requirements. Landscaping No landscaping is being proposed. There are no trees on the site presently. Signs Any modifications to the existing signs or any new signs will require a City of Elk River Sign Permit prior to installation. No new sign are being proposed at this time. Utilities • As proposed, the store and carwash will be hooked up to the City sanitary system. The carwash will utilize an existing well and the store will hook up to City water. \\elkriver\sys\shrdoc\planning\stevewen\pcmmo\cenex.doc Memo to the Planning Commission/CU 00-15,P 00-9 May 23,2000 Page 4 Drainage • The site presently drains to an off-site pond area. No change is required. The Park Dedication The Park and Recreation Commission recommended that the City accept a cash dedication in lieu of land. Recommendation Staff recommends the Planning Commission recommend approval of the following: A. Preliminary plat of a 1.80 acre, Elk River Cenex property, in the C3 zoning district with the following conditions: 1. SURFACE WATER MANAGEMENT FEE BE PAID IN THE AMOUNT REQUIRED BY THE CITY AT THE TIME OF FINAL PLAT PRIOR TO RELEASING THE PLAT FOR RECORDING WITH SHERBURNE COUNTY. 2. PARK DEDICATION FEE AND TRAIL FEE IN THE AMOUNT REQUIRED BY THE CITY AT THE TIME OF FINAL PLAT BE PAID PRIOR TO RELEASING THE PLAT FOR RECORDING WITH SHERBURNE COUNTY. 3. THAT 10-FOOT DRAINAGE AND UTILITY EASEMENTS AROUND THE PERIMETER OF THE PLAT. 4. THAT THE CITY ENGINEER'S COMMENTS BE INCORPORATED INTO • THE PRELIMINARY PLAT. B. Conditional use permit for a carwash addition with the following conditions: 1. THAT CURB AND GUTTER BE INSTALLED AROUND ALL VEHICLE USE AREAS. 2. THAT THE PARKING LOT BE SETBACK 10 FEET FROM THE PROPERTY LINES. 3. THAT THERE BE NO OVERNIGHT STORAGE OR PARKING OF SEMI- TRACTOR OR TRAILERS. 4. THAT SITE AMENITIES SUCH AS PAY PHONES,LIGHTS, SIGNS,AND FLAG POLES BE LOCATED ON SITE. 5. THAT ANY PROPOSED CARWASH PAY BOX OR VACUUMS BE INDICATED ON THE SITE PLAN. 6. THAT A DUMPSTER ENCLOSURE BE PROVIDED THAT IS CONSTRUCTED OF MATERIALS THAT COMPLIMENT THE EXISTING BUILDING. THE ENCLOSURE SHALL BE INDICATED ON THE SITE PLAN AND ELEVATION DRAWINGS PROVIDED. 7. THAT THE PROPANE TANKS MEET NFPA 58 RULES INCLUDING PROPER SETBACKS AND BARRIERS FROM VEHICLE USE AREAS. 8. THAT A LANDSCAPING PLAN BE PROVIDED THAT CONFORMS TO THE CITY LANDSCAPE ORDINANCE. 9. THAT A SIGN PERMIT BE OBTAINED FROM THE CITY PLANNING DEPARTMENT PRIOR TO INSTALLATION OF ANY NEW SIGNS OR MODIFICATIONS TO EXISTING SIGNS AS REQUIRED BY CITY • ORDINANCE. \\elkriver\sys\shrdoc\planning\stevewen\pcmmo\ce nex.doc Memo to the Planning Commission/CU 00-15,P 00-9 May 23,2000 Page 5 10. THAT THE CARWASH AND STORE HOOK UP TO THE CITY SANITARY 40 SEWER. THAT THE STORE HOOKS UP TO CITY WATER. 11. THAT THE DRIVEWAY FROM THE NORTHWEST CORNER OF THE SITE BE REDUCE TO 30 FEET IN WIDTH. 12. THAT THE PARKING AND DRIVE LANES CONFORM TO CITY ORDINANCE. 13. THAT PARKING AND STACKING AREAS, INCLUDING SEMI-TRACTOR AND TRAILER PARKING,BE STRIPED. 14. THAT A CONCRETE BARRIER BE INSTALLED AT THE EXIT OF THE CARWASH TO PROTECT CARS EXITING THE CARWASH. • 0 \\elkriver\sys\shrdoc\planning\stevewe n\pcmmo\cenex.doc • • s LOCATION - ' ... • ___,_ .N•iim• -• . -, . "".".'-' - ' • • : SErs i.. AIME 1 ri7.1"Mall .1 IlmiOA. - 11111.1.1 'Ittl".. ... . . ....-.- - agjr • ., ... 4 —........, 1111 pariolo ... .,. . iiKalikgrah I/ .. ( /:..lellmillLtri%- LI Iii00 2 tomidlifigkelft1P1,.....:201:1:: :,Ipi.:. 441 p .=... -,... • ...... • .• • -.." - Ili t f Vz:".11'...!:.•1.4;:iiW., FA. -tfa,"lth-ligil . .sii&".7 ViAir ° Ate VII la EthlrfraliN. k4071 N 1.46 1 jilt Rib,L., IMP° 117- .1.7-c 34 1.-:-.1x174‘29,,4 4:1 -iwa.:-....R11 itv.'x:S..\;rivirmtrie,,k,.7-71111110„. 1 tra.9iniijksillok: .40),to rot 1 ers-N ,_•LelitiSis„, '^c* ., t. C> 1 g.vr.N)nii a dL.-. 441,-k tlp 6 V.V.p.'" 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O O 186- rc g-,--4, -- \ _ � .. .... O Oit 0: 8�� F'^ �� � O W�� N ‘ Ilii /� aw \ �rii•i 3; - - 1) 4 a 1 f V 0 If i �� ` a �i I ZS i - / ` V 1 .tZ , ' :I . W i III I /Jy/ c1,to \ Q e i / fr i o O lei i� I zci O .---(7, ( Y r li • ,-_ LEGEND 1 GENERAL NOTES: EXISTING PROPOSED 1.SEE SHEET C2 FOR GRADING AND EROSION CONTROL 2.SEE SHEET C3 FOR SITE UTIURES. ------- PROPERTY UNE 3.SEE SHEET C4 FOR SITE DETAILS. —862— CONTOUR —882— 4.SEE SHEET CS FOR SEWER AND WATER MAIN EXTENSIONS. —0— GAS UNE —G— S. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY —E— ELECTRIC UNE —E OF ELK RIVER DESIGN STANDARDS AND ALL LOCAL CODES. WATERMAIN I 6. BLNC8HMARK:tS PIKEE�INN)POWER POLE SOUTH OF SITE N, E SANITARY SEWER--1111`i Q STORM SEWER _..._41—.._DITCH&SWALE_..._r_.— V`P‘( /' 1 SILT FENCE X X X (— FLOW ARROW (-- N\G / • CATCH BASIN • ® MANHOLE • // FIRE HYD4 RANT O GATE VALVE 0 S� I BUTTERFLY VALVE Z j XELEv SPOT EL EELESE/ /' m GAS METER Eli \ m ELEC TRANSFORMER m J // e J /� /G • 0- \ EXISTING SIGN 1 1 1 0 ® EXISTING BITUMINOUS 1 g g I ■ Lii EXISTING PARKING• m LI• —`er'------___- - _ \ -__ It SITE PLAN O • I•�zo,_0. \ c 40 L 3 `' 61W'£M�9L00 Afy:41 pm40043\ I Afd :Act wow(' • 00-ZZ-£0 :oleo 9L000°*CN 7oclod NN 71 z 0 0 OL'ZL9 N ANI \ 09'ZL8-M ANI m m X08 NV dOLS 88113 05999 HIN 70 PI 1-71777 e\ �m- • 0 X D dd Nl MN N ,?3 Z7 0 Z7 Z sal oaraN335 r arm lOtZ'ON el3AMI>r13 XarnH3 jQ [ X08 OW 3A1VA,9 t __ _ _� • C d10,9 dl 9 eG'l9- I D (.!) 73 QAH I a ---IL v Z 1R3n _\ vi ✓ 1I liar $`' i 3 \Im NO-'at'Kl ki) 1 g I \ I y I 3 ' !I maw 831VM a3dd03,Z/L l 11 l4 I G 1 '- ,y dV3IONVH 131815530 V NNVA 93/9 335 1lIONV31O l`�/ xr11V ���. 3Ad.9 dl Z4 c > I �' Z a31VM 83dd00,Z ' �C 4%774 ' - I , r a3&rnld/.8 dVdl4/N,d • 90/Z 335 NOadY �i 31SVM a'''''c.., o ke 313a3NO3 031V3H �,� 0Wt 335 "ter•1sI Z �� 1N3N3AVd SnONWlnl18 Q ‘13).341.:4'$)?:41,4. i 0 93/l 335 I \ 1N3W3Ard SnONIWfWB I i I c�V3aV 030005 -. I c,..l.f' 5 e 90/£33S nano 0M/ ° a�'�"" Gana 313a0NO3 yy l�,, i 11, :i I WW1 I 3041.1 'JMUSD3 : 500.N11118 ONUSIx3 f0 y.c _st14 I � s� 0 co I 'PI 6.21 WO' I 8... 00-9Z-90 e r I 10oWWHAWsal oAAcCOI a33Nexa oawla6o,Are / I loN Wo maw/.1.Wcxp I • Au mon io ow 1q p0 / cow Nodes,o uo001400#10000#100ypad0 Lop VIA Pa 40;e0 AWN I, O 1869-BSZOZ£ • :xod 9L99-692 OZ£ :ouo4d 0 6a4569S NW cP.oa DUN S BOZ o *APO u01028 'N SZZ 9ZZ 'ON b$111331418113 A.4.410 • C '- ....,..../-------.' t �1 C I`�] NV-Id All-lllfl ONV ONIAVd • SO 133145 335 53LL11LLf1 804 Iiik (11Y18 SY 83d) ff'1L8.3 AHI (331A.35'ULC-AM fZ'LL8-M ANI 83M35 ABVLNY3 0C488118 (.11919 .B ONILSIX3 � LUN 140 -----17—l -- --.�^' .m dIO.ZI ONLISIX3 — — 3 3 — 3 _-------7 13------3________ 3�3._____ '''''...,..___3-1)------ .-,.,,,,3.:,....,,1 ''''...,..___ 3 \ p�3_ I _.) I d I \ 3Sf10NIWfWB ONUSDL3I \:".'13.70\ p u I tII I Us era s l I 1 I NOIS ONLLSIX3 ,' • /".'.'-i O' .14 ON 0 o /i / 'SiN311381f1038 / 1YN09.100V ONV 043031 53105 1V83N30 804 10 335'8 'S1M130 5f103NVT13051W 804 40 133HS 33S'5 / 1 d '(S30 83M 'JNIOf.10NS W 3 ILGIVV180.13141 58311 83M35 NI S3dId ONV 3NI1831VM 301 3831-IM SV38V NI TISNI /- 3141 N33M138 33351d 38 1S11W NOLLY1f1SNl 4 '03MO1104 38 1SOW /,�11 1 S1N3W3 035 a ONV'SNOLLY1f1938 ondav 119 N r 1V83034 aro'31V1S'All0 3l8YJflddV 11V T /- �n^ 'S9M55080 y\ 83M35 418015 ONV 53015835'83M35 1VS 3141 WA 510114400 010AV 01.830803080 NI 1131V18dO84dV 3N11831VM 351/8 80 835101'0 '3Nf1831VM 83A0 83500 Wf1WINIW,8 1 .° :S310N All-11111 • GRADING NOTES: Si. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS, RIM AND INVERT ELEVATIONS OF EXISTING DRAINAGE AND SANITARY STRUCTURES, LOCATON AND SIZE OF EXISTING SANITARY AND WATER STUBS AND EXISTING GRADES. 2. EXISTING INFORMATION WAS TAKEN FROM A TOPOGRAPHICAL SURVEY FROM BROWN HERKENHOFF INC.. 3. NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE NOTED BETWEEN EXISTING CONDITIONS AND CONDITIONS NOTED ON THE PLANS WHICH ARE SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS. 4. SPOT ELEVATIONS ARE FLOWUNE ANO/OR FINISHED GRADES UNLESS OTHERWISE INDICATED BY LOCATION OF THE SPOT. ADD 6'TO FLOWUNE ELEVATIONS TO GET TOP OF SIDEWALK ELEVATIONS UNLESS NOTED OTHERWISE. 5. EXERCISE BEST MANAGEMENT PRACTICES (BMP'S)TO MINIMIZE EROSION AND SEDIMENTATION DURING CONSTRUCTION. USE SILT FENCE AND CATCH BASIN / PROTECTION TO MINIMIZE SEDIMENTATION OFF SITE OR TO PUBLIC OR PRIVATE 1 STORM SEWER SYSTEMS. 8, OWNER SHALL MAINTAIN EROSION AND SEDIMENTATION CONTROL DDACES N��N/ SUCH AS CATCH BASIN PROTECTION, SILT FENCE, ETC.UNTIL PAVING IS INSTALLED AND GRASS OR 50D 5 ESTABLISHED. NO MORE EXISTING VEGETATION SHALL BE DISTURBED THAN IS NECESSARY TO COMPLETE / / THE SITE WORK INDICATED ON THIS DRAWING. 7. NOTALL UTILITY COMPANIES BEFORE CONSTRUCTION AND VERIFY LOCATION OF ����NOTIFYI' ALL UTILITIES BEFORE BEGINNING WORK. / 8. SEE SHEET C4 FOR MISCELLANEOUS DETAILS. // / _/ / 9. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER UNO. /// ---- / PROPOSED ELEVATIONS ARE SUGGESTED ELEVATIONS TO PROVIDE 7 / /, POSITIVE DRAINAGE TOWARDS CATCH BASINS OR OUTLETS. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THESE //// / / ` AND PROVIDE THE REQUIRED ELEVATIONS TO PROMOTE POSITIVE / ./ DRAINAGE THROUGHOUT THE PARKING LOT. / ///j j/ / ` 10. SOD DRAINAGE AREAS WITH KENTUCKY BLUEGRASS TO PREVENT SCOURING. / / / / / / _ 11. SEE CITY OF ELK RIVER DESIGN STANDARDS FOR ADDITIONAL REQUIREMENTS. ////// x�A / / / / 12. SEE CI FOR GENERAL NOTES,LEGEND AND ADDITIONAL REQURtEMENiS. �// / /// / / / ---.,--):2-- X //// / / w / i/ 7 / ? / / / / / G f •' / J 7 7 7/7 7 / / F 7/ / /// / 7 fC 7 / / / / / / 7 / / / / /iri / // / 7/ e /7 / / • / 7/ /i8�° / 7 // / 1 / /4,7/// /�j// / /-\ r\i, E%iSTWG SIGN /// / —88 / .., ."', / j 7 7/ // / �828H / � �.i� / x0,, _ 7/ / / / ) / / / _ I f -- / / / // // /880" ' �/� TOC 18P / ----\ //MPP // i I / \ G88•.• 4.879i2,,,,,,,// / / „...• // I / Q yJ ` \:: /// I 0 EXISTING BIT MINOU5 \ / //' / / / /002/6(1/ / /'\ I I i, 11 / x�,/a/// \ I / E ` `` I 1 // 4.,\ Lx. \ �E _ „...... _ g, \\ 4.� EXCISING 12'01P E�_�..r`\ —= _ ��� '_ _�--ate �-WATERMAIN l ` _�' INV-878.67(PIPE) \ — x i ,` 0.10>T +m°,(PER AS BUILT)/ .MAS xNA, — ———_ `—_ / 4, \ SWT SEWER J INV 70.62(PIPE) / \ (PER AS BUILT) 1\ // / ) 7 'I`II I//--- N. N��1 GRADING AND EROSION CONTROL PLAN III1•—zo._o. fi / q ( • 1 • • -/- .31ci_i _= •/ j / I 225 N. Benton Drive / / / I Suite: 3 / Souk Ra de,MN 56379 / p / / / xe0"'°' C3 Phone:(320) 259-6575 1 O // / / Fax: 320 259-6991 ' // // !I hereby Certify that this plan, eradication or report wee NO. ' -----....-'-I--------- ...--- / / and Na / _.// / / / II an a ab r.4et«e6 t7t61IEER / / / Wer the ..of We state of / /// ' �./xnM„i / / M TA + 04-24-00 20969 ,......• /�i j/ x� / I Oats //// / ( I ///// J / / 1e" / F ,t�e�,,fi / /J e . 1 / F,0 Ex19TINO Br,1ANNo1S o/ ' E>O A I q 1 .0/ ' PROPAI i ` TAN ° I / iWCUT AND REPLACE . xey., =ITUMINOUS AS � C / ' CESSARY TO i..e.a xd,..■._,i BLEND GRADES yr+'� I 8 /TIP OUT CURB d / t. e/\ sAwDur AND // 0 ) ' EPPE ,: .si\ xy II / .�� BRUNINOUS AS NECESSARY TO 4../ „:44.,...041,, l . BLEND ES/ TETHER 3SSi 'r4° �, z/ o °" ••:•:•.........:.I. ::::::::::::',/1 / x: I 0 I 0 } ^,fig n . cL 410 Z N \ 0 Z_ } 00 I— \ ems* - .. I 6• 0 0 CL 0 SNC .11.01,"" _/' 00 x� /— J Rt7f W xee, GRASS I \\ SWALE o 6esn • i ,.w,.�, \. SA , e REPLACE ,•2 BI INO AS 2f oyek N ES TOxdp, 0 6I //1 I //— II / (04S TAS 4-U / / 00A61 ` I l 0 /xep1a q �—i—\xl AL :ire ���� 0o Li 0 —_____ O = w �_� • li 1 l z \N -11-------�— mew..'��N2 NCR 79 I ,I w Q \ N -iPILT FENCE SEE ELK zr _ —1`:J{ xe�" I \ ! PLATE NO. 2009 BFC v �' U Q \ \ oy, I owe. _ SPIKE IN SPP Q X U xg0'` \ \ g ` \ I _/ EIEV 863yEY \ LL.I Ct L!b \ Noss \} / \ / Z Z Zi �B65-—r I s25— \ / w w (J.J J \\ N /— I \�/ U O Z w \ / ■ zees'/ \\ Te N ., \ \ , Project Na.:00076 ' Date: 03-22-00 • Drawn by: AN Checked by:AN ... 0076c9020ro ,. C2 OF 5 J f /fr / Lk Lk ACk • /C"-- nJ VIP "X, LANDECAPI AREA APPROX.IOC. DOWNSPOUT DOW19►011T ` EXISTING DELL I9•-+• ' E0.-0" Ir-I" ,. NEW CONC.culls V. a I I • ERHANG • llitINRIMMINIEC)..Li_.L' _ C b NEW LOCATION FOR - U -•][6c` It EXISTING WINDOW r 611)41114°It 1lAi(D 1 �^ CON)AF10N r L Y score �\ uOPE lO PPE DOLiAROE 4 1 r PLREl TIIENLiH—T I IS—'11,. -14 CONiRa � � ^ • `��. CAR WASH BAT E��1XtuN I _ eoX .dR +•CONC.FLR SLAB E PLAEMIA/1LE BASTE�O CONC.ATE F• ELEV.K-r 71 TRAP VIM'LOC. H �� A 102 OPD.MRlY1 ' s"Eoxtiu C. I CAR WASH MECH'l ROOM so +'CONC.FLOOR SLAB-BLV.100'-0• [07N if OVERHANG i j IF —— WAITING WINDOW TO M R[ItivED AND RELOCATED IN NEB WNyN BAT 8To op .ii EXISTING 5'-O' � MRL EASING WDW or... STORAGE .WALK MTX NEW STUD FALL 1 USULATION Ani PLR.1L-100-0• MING STOREFR6ONT nJ PROVIDE NEW COUNTERTOP TO PROVIDE NEW b'-+"+T-+" DOOR AND UI®OWMATCH EXISTING.VIRWT UTX OPINING IN marmot.WALL I OWNER POR NM DOOR 1 PRAMS PATCH OPENING TO MATCH WSTING WALL PNISX EXISTING SALES AREA PLR.IL-100-0• /] + 0FLOOR PLAN yr-r-o• PLAN NORTH A PATCH EXISTING ROOFING TOP OF NEW CANT TO INTO NEW ROOFING MATCH EXISTING • l EXISTING NEW TAPERED CANT. 5'RIGID I I/2'RIGIO INSULATION IN TAPERED CANT BALLAST EPDM E•PRERECASTT CONC.PLANK, ROOF SYSTEM / \ EXISTING 6^ _. I.1 BIG.. w•- -_' ^.. BRG •1 :•• VAPOR BARRIER - ��8•BONG B . N2'-8•s I 5/8•F.C.GYP.BD. y% NEW BOND BEAM W/ i 8 CONC.BL . P' I OVER VAPOR BARRIER '+! I-SI REBAR is I �• OVER 3 5/8'SIL.STUDS 110 „ 1n1 (�'� /IC O.C.NN/R-13 INSUL. i, NEW CONC.6LK.WALL A, I !j• _ I CORNER BEAD 19! SEE STRUCT'L FOR I; PW REINFORCING p-C�I REMOVE EXISTING j 1� I I WINDOW 1 FRAMEfi i' PATCH EXISTING 7i 1 GYP.BD.AS NECESSARY 5; :/. SEALANT 'I2 p I PLAS.LAM.COUNTER 's� fy v TO MATCH EXISTING '• V iii c I EXISTING COUNTER , [i 21i1' I ti I% X71 I 4 — I✓ EXISTING :! ill ;:CO jaij; HN.FlR S,i SLOPE TO DRAIN 1 -Ipp•_O• :A __ —___ _ I _ =—a •W__' FIN.FLR\•I99'-8• ii TOf. SEEri I u STRUCT'L I I 1� 0 T.O.F -SEE 2 RIGID INSUL 1,,: I I/7 -STRUCT'L MIN.R RU r T.O F.-5 E SEE STRUCT'L FOR �ESTRUCT'l FOOTINGS IZE I NP.OP ®1\ OBUILDING SECTION 3/e•-1-O• m. E to KEEJJAN ARCHITECTURAL GROUP DATE: NO2 04/24/00 DRAWN: Keenan • � id . . �,, Architects PH, 320-255-5521 REVISIONS: 414 11117# -101 S 6 Cloud MN 28th FAX 320-240-6914 1 P, / / // .. / S133HS Z AO V1OS3NNIW 'a3AId >173 • X NN3 M [A W 31-73- Joi \OIIICC`d HSVM `d) M3N LHS a10NaaVH1 aloHsaaHi*LN'XVII.Ln 010H31#yNIL'LN'XYW.L/I 7NWdIaLSV3H1Vam •7NIddlVl2V3ilYim 9Md/IaLSYaHLYim Vai010 4124010 411010 1111x001 VSA31 LisK01Y1 Vann Laai0O1$1A11 2101:V213.10 /In aavmoaVH aavmaaVH 311 Vma1VH S13NYd 1N3JII14NY211 /In 3wY21d 1V131,11014 '1fSNI 31.1V214 1V131.1"1014 —marl! 3UY21d 1YL3WlOH '1nsNl 21000 QY31-1213A0 '21C 1Y13w'10H -mann "210 it/taw-10H '1nsNl '210 it/taw-10H '1nsNl 0 0 0 0 d 1111 .L 4.O-.E L1 .L L .LL 1 .o-.a I •siNHwaaInaala.YaY.Lail/11Y142 ISVmoavu 11V'310N SNOI1VA212 EWVel8 elOOO • N1VON NV1J .0-A•A/1 Nb 1d d00d di AFd4r LNVO aiVi2V1VToosim ONVOT1VlYla4 0aH8M/iNiIlillq. �iNy �i• ce y /mam��'a� UO 0 IOIAlaA0 NEW 1 INEW EXISTING EXISTING • CENEX I FASCIA EXISTING FASCIA NE =====1 MN IMIII1111111111111.11•TO BLK. ���IMM_�_.1.•• --• iti'i'�'i�'���i'i', ri'rrr' i� TO MATCH r''' :- EXISTING = �ME. �. ti�4r i 'i r 1'Y' r'i.�'i.',J.,� DOWNSPOUT > Ste.IM =. � I� � � 'r' � 'a ' 1 CONC.CURB S_M. _ _��� �MN M ' j ' i ' r' C�,� I � i EXISTING WINDOWS CI ' ' r"r'l' l'''�''r' i ANO DOOR TO REMAIN EXISTING CONC. --1 '1-f BLOCK WEST ELEVATION EAST ELEVATION I/8'-I,-o' I/8'=I'-O' TREATED 2x8 PLATES ROOFINGFULLY HER ADED EPDM GE 21 GA.PREFIN. OVERHANG OVER TAPERED CANT METAL COPING TAPERED CANT TAPERED INSULATION TAPERED CANT OVER FIBERBOARD OVER I I/2'GALV. BALLAST EPDM OVER 2 LAYERS BALLAST EPDM METAL DECKING ROOF SYSTEM I/2'FIBERBOARD ROOF SYSTEM TREATED 2x1 PLATE OVER METAL DECK 5'RIGID --- -=-_"' S. ID ' R—21 GA.PREFIN.METAL INSUL. -. _.. INSUL. I� OVERFLOW i, CAP FLASHING • SCUPPER VAPOR •••i 1'4.1Pri I C.8'BLOCK BARRIER i-,{i?5::, *',I --GALV.STEEL FRAMING . VAPOR I t ERG.=112'-8' 6001,004 SEE STRUCTURAL BARRIER jr---.� - 1'CONC.ELK. 8'PRECAST j_', 8'PRECAST I. CONC.PLANK II I'RIGID INSUL. CONC.PLANK I� THERMAL BREAK SEALANT II. 8'BOND Il 4 STEEL FRAMING BOND BEAM IF (--- CENEX METAL BEAM 1� SEE STRUCT'L 1I 2 �� SEE STRUCTURAL FASCIA r CONC. r CONC. TO MATCH EXISTING BLK. ,( CENEX METAL ELK. I�. FASCI PREFIN.METAL SEE S BEAMCT'L V, .IP FOR VERT. 4 SOFFIT TO MATCH PREFIN.METAL SOFFIT REINF.SEE EXISTING TO MATCH EXISTING STRUCT'L FOR SIZE I SPACING OVERHEAD DOOR CAR WASH �f L'X 1'OPEN-FACE CAR WASH BAY DOWNSPOUT BAY 6. 4 / SPLASH ELK. F.F.=99'-8' — ,0'I I l F.F. = 99'-B' .. ..:♦ 44' 2 I/2'RIGID INSUL. F 1 =I1 2 1/2'RIGID INSUL. '� MIN.R-10 le/.',IIIII` MIN.R-IO 21 pr I T.O.F.-SEE T.O.F.-SEE SEE STRUCT'L STRUCT'L SEE STRUCT'L STRUCT'L FOR SIZE I REINF. FOR SIZE I REINF. OF FOOTINGS OF FOOTINGS ®TYPICAL WALL SECTION C SECTION O OVERHEAD DOOR I/2'=I'-O' ir) 1/2'=I'-O' JI'EENAN ARCHITECTURAL GROUP DATE: 04/24/0C NO: 2010 ELK „�,... DRAWN: Keenar Architects PH. 320-255-5521 REVISIONS: I {� 1: �' 46 NORTH 28th AVENUE FAX 320-240-6914 ” 4 .. St. Cloud, MN 56303 // ..)--- 'ill OVERFLOW SCUPPER o CENEX PRECAST r,. -----�—'------'—'— I CENEX FASCIA • FASCIA -1 CONC ELK. ,'� 1' ti'1'1 �r% NEW LOC TION OF LW�=r_-_-_-_-_1-_-_ C.J. TO MATCH '�' ' ��� EXISTING INDOW I EXISTING ,al 'r' ____ _____-_ �� 11111 OONq$POUT r ' �r '1=�� .1.1.1? r'1� '1 ��'�'��'u TONC BLK WALL MATCH EXISTING CONC.CURB r ti'. .'p.'. ' ti'.'-, .'r)., ti'.'.'. .'.titi T- NEW FLOOR EL.9Y-W .—.—. 1 PAINTED STEEL J. C.J. C.J. 'L" 1. OPENiFACE ,_ PIPE BOLLARD DOWNSPOUT NORTH ELEVATION I/8"•I'-0" TREATED 2=8 PLATES 21 GA.PREFIN. TAPERED CANT METAL COPING BALLAST EPDM— TAPERED CANT ROOF SYSTEM OVER 2 LAYERS I/Z'FIBERBOARD OVER METAL DECK 5•RIGID - ' INSUL. i ,----- tiTiTiTiT�! I C.8'BLOCK VAPOR ....... • -- BRG.•128' - BARRIER 1'CONC.ELK. 8'PRECAST I' I•RIGID INSUL. CONC.PLANK I� THERMAL BREAK BED IPM STEEL FRAMING PM SEE STRUCTURAL STEEL BEAM LINTEL SEE STRUCTURAL :U1 - CENEX METAL FASCIA CONC.BLOCK PREFIN.METAL SOAPS SOFFIT TO MATCH EXISTING • CAR WASH BAY C NEW LOCATION FOR EXISTING WINDOW SEALANT SEALANT INVERTED BOND—Kt BEAM BLOCK I4 NEW CONC.BLOCK FOR RENF.EgRT. ip� TO PATCH EXISTING EE UT FOR SIZE BI I SPACING 111 F.F.•1Y-8" II1I_II+''I+ rr 2 I/Z"RIGID INSUI � LI ii II I MN.R-10 /n.I • I T.O.F.-SEE SE!STRUCT'L $TRUCT'L FOR SIZE I REINF. - OF FOOTINGS OWALL SECTION m WINDOW I/2-.1'-O• D r _ NEW CAR WASH ADDITION for: ELK RIVER CENEX SHEEA 2 T 0 ELK RIVER, MINNESOTA OF 2 SHEETS t7 / 0 • ELK RIVER CENEX—CARWASH Conditional use permit application. 1. Curb and gutter—Central Rivers would install curb and gutter on the approachs,and exit areas to the car wash. When new asphalt is installed,curb and gutter would be installed on the balance of the property. 2. Access drive on north—Current access is in excess of city ordinance but should be grandfathered in. 3. Drive lane approach to carwash. Would be widened to meet city recommendations 4. Flag poles,lighting standards,and phones. These would be moved to the 10'property setback be implemented where curb and gutter are installed and implemented when the balance of property when new curbing is installed. S. Dumpster enclosure would be installed as required. 6. Landscaping. Currently 11 tees are cowing on property(15-20') Central Rivers would landscape where ever there is adequate property to do so. Central Rivers would be willing to work with City to landscape and maintain the City property on the south side where no landscape plan has been implemented since the City acquired the land 4 years ago. • • 2'd TEESt1PP2T9 dOOD Se13AIN 13eLLN3J WdT2:TT 00, 22 ,3W 1.11111 .1111r .:4" CENTRAL RIVERS • To: Steve Wensman COOPER A TIVE Subject: Central Rivers carwash Central Rivers could meet the requirements of the permit with the exceptions as identified hereon. Hopefully there is surae flexibility on the planning commission to get this project going. Sincerely, Tim Kavanaugh General Manager F tc:763.444-8331 • • "Sharing The Tradition" 502 South 2nd Street ■ Princeton . MN 55371 ■ ( 763 ) 389 - 2582 I'd TEEBbt'P2T9 dOO9 Se13AIe1 1db1N30 Wd02:T T 00, 62 1 WW