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r <br /> ZYLSTI. <br /> 6. HARLEY - DA <br /> . , E-\-. <br /> VEHICLE ID <br /> REQUIRED <br /> UP TO$200 FNE <br /> `d' FOR VIOLATION __ ---S 87'56'52" E 306.97--- <br /> a � I MONUMENT SIGN BY • • • �� <br /> $i SEPERATE PERMIT UTIUTY •&DRAINAGE EASEMENT o <br /> � eZ <br /> PARKING SETBACK 1 0 <br /> '< ON STALLS ADJACENT n <br /> a BUILDING SETBACK <br /> TO 6•-0"AISLES ONLY ----I it <br /> BITUMINOUS <br /> 150W H.P.S.•10'-6" PAVEMENT <br /> ABOVE GARAGE FLOOR �' k I INTERIOR ROOF DRAIN AND E <br /> A <br /> 6"•CONC.FILLED OVERFLOW SCUPPERS __ <br /> PIPE BOLLARDS SEE ( '`� i (3 THUS) -I <br /> DETAIL 5/A1 (2 THUS)- �_ _ <br /> \ I <br /> I I RETAINING WALLS • <br /> I VERIFY SIZE AND LOC' I `'--- W ii I E <br /> � I W/CIVIL ENGINEER 11. $Ti 71 o 0 <br /> 10' 16' Y4•-6 tz'-4' Dllo PROPOSED BUILDING <br /> ®ACCESSIBLE PARKING SIGN APPROX. 17,930 S.F• I2.-q.(9'-1 <br /> SCALE: 1'.. I'-O" 3 it <br /> j MAIN <br /> 500 ,z Di ENTRY SERVICE <br /> B NIK110U5 PAWNG TOP SOA. - 1 ENTRY <br /> B 6/12 • . J 21h ! <br /> II ' ACCESSIBLE PARKING I �I�, <br /> SIGNAGE AND CURB CUT ' fY-----r L.B L <br /> • t• SEE DETAILS 2/A1 !4/A1 r � �,]����� VE <br /> o� TNN 400W N.P.S. • / CURB ./1 <br /> ETE <br /> .."-"„-"' MOUNTED ON 25'-O" . IT S I n PARCONKING PAD BITUMINOUS <br /> PAVEMENT �� / <br /> - POLE(.5 F.C.) <br /> N Mi <br /> COMPACTED EARTH - / <br /> i <br /> 16110" 24•_0' 77 •I / Aid <br /> ®B6-12 CURB AND GUTTER 1 ! I <br /> SCALE: 1' - 1.-0" <br /> / 15iI ..S7' / ~�/ <br /> I , <br /> I BITUMINOUS o 86/12 CURB AND , <br /> •• a ^. e • <br /> 1 PAVEMENT ,(UTTER SEE OTL 3/A1 J <br /> G • �/ <br /> e • <br /> • MOUNTED ON 25 <br /> j...1._ <br /> - SINGLE 4001•I N.I <br /> / i II. I <br /> 10'-0' ____.{__ <br /> 87'56'52" E185.67-7;0 <br /> ot„/ POE .5 F.C.) <br /> �._Q., •• G • --- 185.67-�O! <br /> • <br /> ,• s- • , G • G EXISTING ,G�44�''g?/G4'�. <br /> ROPE Up1. aiii MENAROS SIGN tea`' / <br /> •A MAX Y. b(I SIGN EASEMENT �J`_ p P <br /> • m Ew <br /> • d� �puTM g g1AMAGE� . <br /> /:t: / . <br /> ACCESSIBLE CURB CUT I / ��A <br /> ®SCALE: 1/4'-1'-0" I <br /> / / 1 RE <br /> REWI <br /> O <br /> kii 6"1 ST.PIPE I I/ <br /> FILL W/CONC V <br /> ROUND TOP <br /> o PANT BOLLARD / <br /> 1 I <br /> ,1 <br /> 30 LB FELT JOINT <br /> MATERIAL TSP. <br /> 0 <br /> < _ GONG SLAB ' <br /> I <br /> =Q 0.=1r <br /> 4 <br /> tm 12'1 FOOTING <br /> 12'/ <br /> V 1 <br /> ®6" BOLLARD DETAIL ®SITE PLAN <br /> SCALE: 1/2' = 1'-0" 1' 30' <br />