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3 <br />/ f I <br />10, <br />-�_J <br />IMI <br />M T- <br />/ R30.0' <br />R30.0 <br />R36.0' R240' eW <br />/. \� // / • �r k R39.0' Ou <br />/17(jNWM/ `IJ ; • ! 5/ 3,6p0T f / 34.0' <br />{Jfp'a. <br />RRI.a' <br />50. FT. i 1 R <br />/ ` <br />!t.)�24.0' <br />o <br />// 24.0 <br />24 <br />FJLL\SIGN / 24/.0' BETE <br />24.0' RETAIL D <br />o- S0. F6p00 <br />T. <br />bR20 <br />I <br />a(< BANK .,P R220 \ -i ^ 5.0 R20 <br />RETAIL A (� o ! RETOOJE <br />6.AIL �flj 7-TT-- --'11- -o-�( <br />SQ. FT. <br />CROSSWAUc (TYP.) <br />- - <br />- <br />M130.0'9 <br />ROADWAY AND SIDEWALK CONSTRUCTION <br />BY CITY OF LINO LAKES <br />I• SITE DATA <br />BUILDING <br />FLOOR AREA' <br />REO'D <br />REDID <br />PROVIDED <br />SOFT. <br />SOFT. <br />RATIO <br />SPACES <br />SPACES <br />• SUPER TARGET 182,760 <br />164,484 <br />5.0 <br />823 <br />914 <br />• KOHL'S (W/ PROOF) 106,584 <br />95,926 <br />5.0 <br />480 <br />532 <br />• RETAIL A 6.000 <br />5.400 <br />5.0 <br />27 <br />45 <br />• RETAIL B 6.000 <br />5,400 <br />5.0 <br />27 <br />30 <br />• RETAIL C 6.000 <br />5,400 <br />5.0 <br />27 <br />30 <br />• RETAIL D 6.000 <br />5,400 <br />5.0 <br />27 <br />32 <br />• RETAIL E 6.000 <br />51400 <br />5.0 <br />27 <br />35 <br />• BANK 4.500 <br />4,050 <br />5.0 <br />20 <br />30 <br />• RESTAURANT 4.500 <br />3.000 <br />15 <br />45 <br />45 <br />• CONVENIENCE STORE' 3,600 <br />870 <br />See Note <br />18 <br />78 <br />TOTAL 330,844 <br />294.340 <br />1518 <br />1663 <br />DKIE Sa)RE REWaFD PIAXINO SeLS <br />(•anuRiw /earn Ocss11ax1� nmR NUA <br />•R6PURNP PE4URE PALONG 5lA115 <br />(10/t00WS,00M IS NlPLTtE7�45 STuic RECWRaI <br />Call 48 Hours before digging <br />I GOPHER STATE ONE CALL 3 3g <br />Twin Cities Area 651-454-0002 g, Cg <br />MN. Toll Free 1-800-252-1166 <br />LIJ ; 8' <br />a r� PER OF SPAY PER DEED OF PENT OF WAY = F <br />PER HOOK 27 OF DEEDS PACE 49; z, W few <br />11, ME <br />y �(.91TED STREET r -- ---------------�-- 0�R <br />g _ 1�'' ) VAC, 1'ED 77TH STREET) M <br />z 5e <br />( Q <br />}_ � �--,�� �-- d �5w _ <br />I ' 27.0• <br />bm�c� EBTSnuc <br />tune u�cwNc/ 1 LL�t <br />a <br />R86.5'� I I <br />I R60.O' _ 422.3 I� <br />� ICONCRETE! <br />fX%STWIG '� LOADING AREA <br />� I ' • \ g s <br />-PROOF OF PARKING . -.. I • `\ \.\ I 8 g <br />35.0' <br />T j 0��iARGET = tT--�o <br />182,760 S.f. 303.3'�gCH <br />NH <br />Sao' <br />KOHLOS °- _ I ! POND o <br />I <br />2F-SFR D' I <br />DRAINAGE AND UTILITY EASEMENT o <br />86,584 SF - 507.4• OVER ALL of DUnor A <br />0 <br />R25.0' I 1 <br />- �NAMENTJ�L1�{I nN� I <br />320' 65' 2elra� FIXTURE IYP.) <br />5_CWCRETEI R •a, •os s _ � ,• 1\\.___ � /'' o w <br />CROSSWAUC (TYP.� - , <br />R3025 <br />B ./.-fL- TYP. 30.0' <br />1 ___TI TREES I xI n <br />EMAIN <br />INMIN <br />RKIN �3 .0• \\\'\ \ EXISTING WI\' voi o U O o <br />TO REMAIN <br />25.0' <br />L S U I �/ / ��'d•ON SON •8•ou <br />TAL j / / / 1 / •a <br />XNR 1 / -3fi. <br />25.0' {\t�•rap ,1) <br />L/// <br />B1IUMINOUS PAVEMENT (TYP: ..._ - a G'- - _-� i / r <br />OCT <br />END OF Gtt PRO,ECTLAKES <br />1=1SITE NOTES I• LEGEND <br />PROPOSED EXISTING <br />• ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS • ALL CURB RADII WILL BE 5.0' UNLESS NOTED OTHERWISE. - - _ _ - _ _ _ RIGHT-OF-WAY LINE <br />NOTED OTHERWISE - - - - PROPERTY LINE <br />• CONCRETE APRONS TO BE INSTALLED FOR ALL ACCESS <br />• CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND DRIVES ON TO PUBLIC STREETS PER CITY STANDARDS. CURB LINE <br />ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC CATCH BASIN/STORM <br />FEATURES, SUCH AS E%[STING GUTTER GRADES AT THE • REFER TO LIGHTING PLAN FOR FOOTCANDLE PRINT OUT. «--� SEWER/MANHOLEy <br />PROPOSED DRIVEWAYS. PRIOR TO THE START OF SITE BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING 1-----1----I-1-I- WATER MAIN C6] <br />GRADING, THE CONTRACTOR SHALL IMMEDIATELY FACE (TYP.) UNLESS OTHERWISE NOTED. <br />NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR --- a -C a---- a -tO� MANHOLE/SANITARY SEWER V W <br />VARIATIONS FROM THE PLANS. • VA REFERS TO VAN ACCESSIBLE STALL WHICH REQUIRES <br />AN 8' STALL AND 8' LANDING AREA. ---9x TOPOGRAPHICAL NORTH a Q <br />• HANDICAPPED PARKING STALLS WILL BE PROVIDED <br />D CONTOUR LINE <br />IDENTIFIED PER ADA CODES AND LOCATED ON SITE AND rTJ' UTILITY POLE ® d <br />SIGNAGE PLAN FOR CONSTRUCTION,. <br />HYDRANT � W <br />• ALL CUflB AND GUTTER TO BE CONCRETE 8612 UNLESS 0 GATE VALVE 3B F- <br />NOTED OTHERWISE. 0 e0 T 120 180 g a N <br />• TYPICAL FULL 512E 90' PARKING STALL IS 9'Xi9' UNLESS - <br />NOTED OTHERWISE. SCALE IN FEET ? <br />