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TACK COAT ALL <br />VERTICAL SURFACES <br />NEW <br />PAVEMENT <br />TYPE 1 <br />6*1004=f1 iEll <br />SEAL JOINT WITH. <br />LIQUID ASPHALT <br />SCALE: V=1'-0" RAISED FUEL ISLAND CURB SCALE; 1"= 1'-0" <br />2 LAYERS 2W <br />ASPHALT STEEL ISLAND FORM 12 GAUGE DEEP <br />STRAIGHT ISLAND FORM "GALVANEALED", <br />PAINT WITH ONE COAT PRIMER & TWO <br />CONCRETE FINISH COATS OSHA YELLOW <br />BASE MATERIALS TO <br />CONFORM TO STATE JOINT CONCRETE SLAB REINED <br />D.O.T. TYPE "E" 4' WITH FIBERMESH & (1) <br />REQUIREMENTS LAYER 6"x6"/W2.9xW2.9 <br />WELDED WIRE FABRIC AT <br />UPPERJ6 POINT OF SLAB <br />d <br />- - e ° a° <br />° a <br />z• �. �� PEA GRAVEL _' B . <br />_ AGGREGATE BASE <br />REINFORCED CONCRETE PAVEMENT DETAIL FUELING ISLAND CONTROL JOINT DETAILS ASPHALT -CONCRETE INTERFACE DETAIL SCALE: 1"=1'-0" <br />SCALE: 1" = VFW CONCRETE SLAB3MA 1EDRCED VFW <br />WITH WITH FIBERMESH & (1) <br />SpecChem CURE & SEAL 25 LAYER 6'x6"M/2SxW2.9 WELDED <br />CONCRETE SEALANT (FOR ALL CONCRETE SLAB WITH WIRE FABRIC AT UPPERM POINT IF DIRECTION <br />CONCRETE FLATWORK) FIBERMESH & (1) LAYER y" RADIUS TOOLED EDGE OF SLAB OF DRAINAGE <br />6"x6"/W2.9x 2.9 W.W.F. AT IF DIRECTION <br />UPPERYs POINT OF SLAB Yz" PREFORMED SEAL JOINT WITH OF DRAINAGE <br />EXPANSION JOINT L1 LIQUID ASPHALT SEAL JOINT WITH <br />BACKER ROD, 8 SLi jb"x2" DEEP SAW CUT ? PAVEMENT FLUSH <br />SELF -LEVELING WITH JOINT BACKER & <br />LIQUID ASPHALT <br />Q`—`a `— JOINT SEALANT SLI SELF -LEVELING <br />JOINT SEALANT <br />d b d d <br />o <br />AGGREGATE III o°00 W�ry�.000 _00(°�(� 1.°� °°p,�!�q�OaaV 9��7�� ASPHALT CONCRETE CONCRETE ASPHALT <br />BASE 0 00" oC�`-' 0 0 0 °'-'-'aoW oU� o <br />o PEAGRAVEL n O O O <br />PREPARED _III— BACKFILL ^n'^�� n(1 X10 ^�� PAVEMENT PAVEMENT PAVEMENT PAVEMENT <br />SUBGRADE <br />NON -BACKFILLED LOCATIONS BACKFILLED LOCATIONS PEA GRAVEL OR PEA GRAVEL OR NOTE <br />VA AGGREGATE BASE AGGREGATE BASE THIS DETAIL TYPICAL <br />FOR LEVEL PAVING <br />JOINT TYPE "E" JOINT TYPE "S" CONDITIONS ALSO. <br />TYPE W INLET SCALE:1"=1'-D" TYPICAL PIPING TRENCH SCALE: 1"=1'-0" PIPE TRENCH AT INTERSECTION OF SEWER LINE <br />SCALE: 1" = 1'-0" <br />UNDERGROUND DETECTABLE TAPE UNDERGROUND DETECTABLE TAPE 7 <br />TO BE INSTALLED ALONG ENTIRECONCRETE SLAB REINFORCED WITH TO BE INSTALLED ALONG ENTIRE CONCRETE SLAB REINFORCED <br />LENGTH OF PIPING, 6" TO 12" BELOW FIBERMESH & (1) LAYER 6'x6"1W2.9xW2.9 LENGTH OF PIPING, 6" TO 12" BELOW WITH FIBERMESH & (1) LAYER <br />GRADE 849 FABRIC AT UPPER jS GRADE'xfPfW2.9xW2B WELDED WIRE <br />POINT OF SLABB49 FABRIC AT UPPERX POINT OF <br />AGGREGATE BASET AGGREGATE BASE r SLAB <br />NOTE: <br />SEE CIVIL GRADING PLAN FOR <br />SITE SPECIFIC INVERTS & DEPTH <br />OF CATCH BASINS. <br />°x <br />d ° <br />d <br />2" DOUBLE WALL PRIMARY <br />d ° <br />a d <br />4 <br />FUEL PIPING <br />a <br />d ° a <br />UST VENT PIPING <br />Q <br />a <br />Q <br />a <br />2" DOUBLE WALL PRIMARY <br />°o <br />UST VENT PIPING <br />FUEL PIPING <br />% /T <br />° °F"°o <br />� <br />%" <br />!� <br />oo°""° <br />�\ <br />ELECTRICAL CONDUITS, <br />ELECTRICAL CONDUITS, REFER TO <br />REFER TO ELECTRICAL <br />2. 51 <br />ELECTRICAL DRAWINGS <br />/ <br />DRAWINGS <br />TYPICAL FRP PRODUCT <br />PEA GRAVEL OR Y" <br />/ <br />PIPE OR VENT <br />0 00 <br />oe <br />CRUSHED ROCK BACKFILL <br />z <br />e / <br />INTERSECTING PIPING <br />"9 <br />g <br />v//� <br />TRENCH <br />6" <br />6" <br />NOTE: <br />TRENCH CORNERS SHOULD <br />6Y" <br />T" <br />6" 6" <br />BE CUT AT 45" TO ACCOUNT <br />FOR BENDS IN PIPING. <br />�/ <br />PEA GRAVEL OR Y" <br />\/ <br />CRUSHED ROCK BACKFILL <br />1ST CATCH <br />8" OUTLET (TYP.) <br />TYPICAL PAVEMENT REPLACEMENT AT UTILITY TRENCHES <br />SEAL JOINT WITH <br />LIQUID ASPHALT, <br />TVP. BOTH SIDES <br />EXISTING <br />AVEMENT <br />m <br />Y ASPHALT SURFACE COURSE <br />r FULL DEPTH SAW CUT <br />4000psi CONCRETE <br />6" 6" REINFORCED WITH <br />FIBERMESH <br />LIMITS OF PEA GRAVEL <br />EXCAVATION _ BACKFILL OR <br />APPROVED EQUAL <br />6" STD. PIPE <br />BOLLARD FILLED <br />WITH CONCRETE <br />B" IDEAL SHIELD <br />BOLLARD COVER, <br />YELLOW <br />CROWNTOP <br />FINISH GRADE <br />a <br />\ d d <br />PLAIN CONCRETE <br />FOOTING <br />NOTE: <br />CONTRACTORSHALL CUT <br />THE IDEAL SHIELD <br />BOLLARD COVER TO <br />LENGTH FOR EACH <br />RESPECTIVE BOLLARD. <br />CONTRACTOR SHALL <br />FASTEN EACH IDEAL <br />SHIELD BOLLARD COVER <br />TO THE METAL BOLLARD <br />AT THE BOTTOM WITH A <br />STAINLESS STEEL SCREW. <br />SCALE: 1"= V-0" <br />CROWNTOP <br />NOTE: <br />PRIME STEEL BOLLARD <br />PRIOR TO INSTALLING <br />BOLLARD COVER. <br />CLEAN OUT DETAIL <br />BRASS CAP <br />f <br />d ° <br />d <br />PEA GRAVEL — <br />FYNt1��f1181C�1Y <br />6"CLEARANCE <br />BETWEEN CAP & <br />GRADE <br />°ad <br />PVC STORM DRAIN, SEE SITE <br />PLAN FOR SIZE & ROUTING <br />SCALE: 1"= VFW <br />SCALE: 1"=VFW I CONCRETE TO CONCRETE PIN DETAIL SCALE: 1"=1'-0" <br />TYPICAL DOWNSPOUT DETAIL SCALE: 1/2"=1'-0" <br />DOWNSPOUTS 4' PVC 90' BEND <br />ADAPTER 4" PVC <br />DOWNSPOUT r CONNECTCANOPY <br />°P DRAIN TO SITE STORM <br />" DRAIN, SEE CIVIL SITE <br />PLANS FOR <br />%� ", " VERIFICATION <br />EXISTING CONCRETE <br />NEW CONCRETE <br />PIN/DOWEL NEW CONCRETE TO <br />EXISTING CONCRETE USING 18" LONG <br />#6 REBAR ON 12" O.C. <br />6 <br />z <br />S <br />z <br />w ;;— <br />w <br />wa OmT <br />NFw�d <br />0¢ <br />oNw04 <br />a M <br />a NOE <br />Nd <br />Z <br />0-- <br />0 <br />®Z <br />ccW <br />W <br />QZ <br />a <br />®Z <br />W <br />41 11� <br />J } <br />L) <br />Q J oO, n <br />J Q w ¢ <br />wU <br />L LL <br />_j <br />UJ9N <br />w_~ <br />0 <br />nII t <br />C zN$ <br />� J„W <br />C7 _j <br />Wd <br />U ,B <br />�K <br />SCALE: <br />AS NOTED <br />DRAWN BY: <br />GLZ <br />DATE: <br />1/25/2015 <br />PROJECT NO. <br />CA -1098 <br />DRAWING NO <br />D-1 <br />