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PIPE TRENCH DETAIL SCALE: WEI IPOST BOLLARD DETAIL saLE: 1' = r-o' ASPHALT PAVING DETAIL SC ' N.T.S. HEAVY DUTY CONCRETE PAVING DETAIL SOME: N.T.S. <br /> STRAIGHT PIPED by <br /> WARNINGE TAPE BURIED UNDERGROUND <br /> W B AWITH CO C ETE i �+ <br /> FlNISHED GRADE' EMPIRE 131-143 CONCRETE PAVING Ir PAINT TOP SEAL COAT PER SPECIFlCATON <br /> (EXTENDED DEPTH) <br /> P 1/3, BE O 14 ROAR AT 1B" <br /> ASPHALTIC CTS MIN, IN 2 <br /> YELLOW OR MORE LIFTS MIN, w <br /> PEA, GRAVEL <br /> SAKFlLL 4,,. CONCRETE SLAB <br /> 2A OOR RETURN PLANT BP PEARL 3 6 GRACE DISPENSBPS AT CLASS II AGGREGATE BASE <br /> BOTTOM o 4 4 - yT - COMPACTED <br /> TO MINIMUM 95S CLA55 II AGGREGATE <br /> LINE (HI DRIVE SLAB BIAISEUCOMEPACTED TO <br /> COURTS L " iD51DE 3 O.W FRP. 5x RELATIVE " <br /> PRODUCT 3w D+ . %'y COMPACTION. <br /> OREOUIRED)E - SCARIFY h RECOMPACT TOP <br /> OF SUB-GRADE TO A MIN. SCARIFY 6: RECOMPACT <br /> VAPORIq <br /> RECOVER! IN BEPaRaTEMEO VAPOR RECOVERY OF 90.: RELATIVE TOP OF SUB-%RARE TO ® ® <br /> TRENCH ALTERNATIVE A PRODUCT PIPING TRENCH NODE A MIN. OF 902 <br /> DY A <br /> � <br /> I CURBSTRUCTURESTTER COAD. OF ASPHALT TO VERTICAL FACE OF ALL RELATIVE <br /> MAW SOIL C ITERS AND STRUCTURES BELOW THE PANNE SURFACE. <br /> 2 BASE COURSE THE MAXIMUM AGGREGATE IS 3/4- AND THE MINIMUM <br /> NOTARCO <br /> F. LIFT SHALL BE 2'. <br /> NE OPTIO;ATON PURPOSES. A BLENDING B 3. FINISH COURSE: THE MAXIMUM AGGREGATE IS 1/2' AND THE MINIMUM vr.Trtmmwcwa¢uc <br /> GXSEL E OON, N ISMS0O BETWEEN <br /> p, GIN M(C�) 1RENEH.PROWT - LIFT SHALL BE 2mw <br /> O NSGNQ mm "Immal M=mpnm <br /> MI MOST E UIREMME FOUNDATIONSBILUNG coo <br /> TP USE2.500 PSI WAYSECUIREGREATER DEPTH <br /> DISPENSER SUMP CROSSOVER PIPING DETAIL FOR ERP <br /> ON <br /> SHEETS sate urs <br /> MERE pis NENSINGED�ICESNME MOUNTEED ATCGRNACE.ETHEE1'PLL1sV ALL DEVICES:E TECTED AT EACH ENO <br /> / CONCRETE FILLED STEFISOSTS, 6 INCHES IN DIAMETER, HAVING A <br /> CRO z FRP VAPOR R�tEC 4 DISPEN 9 GMINIMUM RACE AT <br /> AEEMIN MUM a NOT UESS THAN MET POINTBOF NCHES IN DIAMETER,s SALE NOT LES oT AN 4 PROJECTING <br /> iE l' OR M <br /> D REARTHAN 5 <br /> EACHDROPS DROPS <br /> GSPEROMNSER OVER BY TIE FIRE LHIEE.Ou <br /> PRNLSO <br /> SIET 3' MR DISPENSING <br /> DSPENSING2019 CA RDMGER EXCEPT THOS4 THAT OUAUMS AS VEHICLE E DE SEClX)N DIINSTALLED ON.3 MOUNTING OTO DISPSHALI_ BE ENSERS' <br /> PROTECTED ABOVE GROUND TANK <br /> CTED MARIST PHYSICAL E 0 <br /> FROM VEHICLES BY MOUNTING ON A CONCRETE ISLANDS 6 INCHES OR MORE IN HEIGHT. OR <br /> CROSSOVERS DROPS AT - yd SHALL BE THERWISE BE SUITABLY PROTECTED IN ACCORDANCE WITH SECTION 312............. <br /> MAN HEADERS (TYP,) <br /> f. <br /> TO TANKS \ ;o- NOTE: THIS DETAIL TO BE USED WHEN DISPENSERS ARE MOUNTED ON ISLANDS AND <br /> WHEN THE DISPENSER ISLANDS ARE 6 INCHES OR MORE IN HOCK <br /> AL EDOTTRRNT MAYVARY) <br /> J'-B' MM. (TTP.) - S <br /> MANIFOLD TO TANKS \o15PK5� OGLE,INDICATES BMs FOUND P. 63m ME VAPOR RETURN TO OTHER 3304 5 <br /> ON MATERIALS; UST SHEETS <br /> IV V <br /> � V NOTE WHEINSTALLEN DISPENSERSON DS ARE <br /> U DISPENSERS ON ISI-AND <br /> U � m <br /> Z0� = <br /> a ZuN <br /> Z u <br /> Of <br /> Ujzn ZiVzzo <br /> zN <br /> � z <br /> maO <br /> iL <br /> � 4 Sm _ <br /> 3425 TRACY BOULEVARD <br /> TRACY, CA 95316 <br /> Mum '� EF <br /> Wm .ssmea <br /> 01105/2023 <br /> WuW DESIGN INTENT 3 <br /> MISCELLANEOUS DETAILS <br /> G . 0 . 5 <br />