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- <br />E5" GO, CPLV. PIPE <br />f <br />O� <br />'. <br />HORIZONTAL .GUARDS AT 4" <br />MAY APs' TYP' <br />(N) FUEL PIPES PER i/d' GMV. DIAMOND TREAD <br />C 3� <br />0 <br />MECHANICAL D.G& 24 12- PLATE, 24" LONG W/ 3/4.0 <br />UFT HOLES U END, <br />GONG. SLAB AT (E) NTS.L7 <br />p <br />9 <br />t!P <br />GENERATOR PPD 2.500 PSI CONT. GONG. <br />0036! x n <br />IIBFAp N <br />CURB <br />R <br />HILDV'H <br />O.D. C. POSTS <br />T <br />CONT. /4 BAR <br />O <br />AT EADN <br />[[IfER� PAVW � � • G M <br />At MAX,PIPE <br />At 48. O.C. M <br />!l�EFlMI <br />� Em-Imn <br />III=111 <br />- <br />�. <br />y /4 DOWELS 0 24- o.G. BET <br />�E <br />CONT. 25X2-X1/a' 4- INTO 3/4'0 HOLE FILLED! <br />8A <br />III III III -III <br />GALV. L W/ 3/8°0 HILA W/ POIR-ROC GROUT <br />b :0 t83! N• OC <br />FlLL I/ POR -ROK' <br />& FlNISH FLUSH W/ <br />-111- ®�� ae•NP <br />KB -3 ANCHORS AT 18- ROUGHEN (E) CONIC. SLAB <br />=III=1 <br />OTTI <br />CONC. CURB <br />[a MB P41O VDII"8H <br />h EIIWRHiW <br />DC., �' SURFACE TEP. <br />2 <br />000 Pn LIIC PR! ` NLP ! nfNl <br />M A <br />3'ix!'E•tl2'INN ` <br />6- <br />6 <br />23300 CALV. UNISTRUT 0 <br />24' O.C. (E) CONCRETE SLAB. <br />.....• <br />TR <br />�/� <br />TOP OF CURB <br />(N) r.HO lLnBOL <br />f <br />I <br />�� <br />t SII RY Rd0.T ESR-tNi FII` a6TMSAiOa fiTi <br />. M. <br />ANCHOR BOLT, M. <br />101E <br />2.0 I.D. GALV. S1Ea <br />SPtnN. O ECTON IE09 '� 14LT1 M <br />PIPE SLEEVE EMBEDDED <br />gy <br />Q_ <br />T <br />IN CONC. SLAB <br />3 <br />FF�� g 9g <br />CONIC. PAD r=r-D 10 <br />ARDRAIL r=,' -o 7 <br />GENERATOR ANCHOR =T' D' 4 <br />TRENCH DETAIL yr=r D 1 <br />cv <br />z <br />� <br />- <br />GENERATOR BASE 1/4- GALV. DIAMOND TREAD <br />.. 7 <br />3/40 <br />p <br />OPENING WIDTH 12"t. <br />1 . <br />LIFTPLATE.HOLES EA D. <br />z < <br />FIELD DETER NNE <br />1/4" WASHER HELD TEK <br />2'-7- (4) 5/16"0X1- SS. FLAT HEAD <br />MACHINE SCREWS 0 fi O.C. <br />PA+ <br />SCREWS 0 6" 0 C. <br />PATH OF FUEL OL PIPES - <br />AAY iAKK <br />JB1 NMU <br />24- I'-0- <br />EACH5R <br />_ <br />20 DE G.I. TOP W/ ALL <br />GUARDRAIL PIPE SLEEVE <br />J U <br />ti SOLDERED JOINTS, <br />� <br />Q' v <br />SLOPE 1- TO ALL SIDES. <br />NSTRUT P100T C <br />� �Ep>f <br />i <br />NEL l E PATH I i <br />SEE DET. FGR <br />U m <br />1/4 WASHER HEAD TO CURE PND ALIGN <br />Eta-INn <br />V 1 STEEL L ANCHORS, <br />z ti <br />NEK <br />SCREWS W/ NEOPRENE NEL LINES <br />WASHERS 0 6__21C. <br />N <br />�a�4{�$ <br />-111-III �,I <br />CONE. LAB AT (E) 7j- 4• ny <br />GEN OR PAD - <br />2.500 PSI CONT. CONE, <br />N H <br />0' INN <br />CURB <br />� <br />J9 <br />b C <br />CONT. /d BAR TOP & <br />Gi <br />STU % 18 GA. CAM <br />AT CORNERS AND <br />=NIL_= <br />m s s•.r-4•Nz aN <br />b BOTTOM <br />MID P <br />MIO POINTS <br />mC 5148 Vl1�Im <br />i <br />TO <br />BUNPUNC070M TRA TOP AND <br />BOTTCN TRACKS <br />n � <br />SEE OPPOSIT SIDE FOR <br />RE SEE EOR ADOIICNIPI <br />20 CA. GJ CO/ER, ttP. 20 CA, G.I. COVER 211 <br />N0N9 <br />NF O <br />£ <br />SEE -- <br />AROUND. LAP ALL <br />E ttE ac u>•mF E3!l-1917 FIN aNRLTT 6N RiN®1TU0S <br />!' SP00A a6HIT0H ¢VB FDA IIID Moan <br />0 <br />JOINTS 4" MIN. W/ <br />NOTE: CONSIDER INSTALLING GENERATOR BEFORE INSTALUNG <br />STITCHING SCREWS AT 6- <br />ADJACENT CONCRETE CURB TO AUO. ADEQUATE WORKNG <br />FULLY CUT OUT PORTIONS OCMAX AND SEAL W/ <br />SPACE. VERIFY CONCRETE PPD TNK:KNE55.f <br />�_T_-L: <br />E) STEEL ANGEL AT (E) BUTYL SEALANT OR TAPE <br />H FDR NEW CONC. CURB Q, <br />DAY TANK ANCHOR 1•=1'-0' 5 <br />TALL TRENCH DETAIL vz-r o 2 <br />FUTURE <br />f ONC�CCURB 1/4 -WASHER HEAD TEK <br />OF <br />SCREWS 0 6. O.C. <br />FUEL OIL PIPES. N) Ply GALV. <br />SEE PLUMBING UN LIT TACK WELDED <br />FILL <br />W/ <br />BALANCE Of TRENCH7 3/8" H!R K8-3 AB..— 20 GA GL FLASHING W/ <br />PSI CONCRETE (2) FA 4DE HAMMED EDGE, IYP. <br />,500 <br />DgDS. TO L <br />2,500 PSI CONT. CONE. <br />CURB ALL (4) SIDES <br />ROUNDED k SMOOTH CONIC. <br />IOP, TYP.5 <br />•-.� AlAT <br />CONI. �4 BAR <br />w <br />� <br />$ <br />i4 DOWELS 0 I6' OC. SET <br />_� <br />5'0 PAIYELL <br />L 3-1/2"a 2 $ <br />4 <br />s <br />CONSINICT THIS CURB <br />° a 4" INTO 3/6'0 HOLE FILLED <br />11/2*GAIN. X 1/4 1/4 <br />d BARRIER BEFORE FILLING <br />TRENCH W/ PWR-ROC GROUT <br />PAINTEDOLLAD.YELLOW <br />(E) AC.3'-5" <br />5 <br />- <br />3 <br />V(E) <br />n u \ <br />CONIC. PAVEMENT <br />*MNI-r <br />•INOTE: <br />. iNEAR <br />STL PIPE NAY OE WELDED PROADE PIS CROSS <br />ENO <br />OF L IF FIELD UNI$IRUi UINOER %PESR00GNEN <br />(� CONIC. SLAB <br />] <br />CONOIRpvS REQUIRE AEF REWNlED BY %PESURFACE <br />k P➢PLY CONIC. <br />ADHESNE BEFORE POURING <br />I I <br />1 I•. <br />moi• o 9 LONG #4 BPR <br />�N) 3"0 GALVANIZEDCONCRETE. <br />M. <br />eL� 1HROlKdf PWE <br />STEEL PIPEmOEPM <br />(N) i/2"0 1/a <br />(E) CONCRETE SUMP <br />REDUCED IF OBSTRUCTION IS . <br />ENCOUNTERED SLOW. <br />TERE91EE <br />HILTI KB -3 Of <br />s <br />z <br />%T WALL. TYP, <br />,4 DOWELS 0 16 O.C. SET <br />NOTIFY i' 4 0 <br />(N) 12"%12X3/8" O <br />ANCHOR BOLT, GALVANIZED PLATE li <br />TYP. <br />_ <br />v s� res' <br />(E) CONC. SLAB 4" INTO 3/4'0 HOE FILLED <br />W <br />m 402190C <br />W <br />LBEFN <br />ALL SURFACES. W/ HLD HIT- HY 100 EPDXY a" ON (3) SIDES <br />NIC. ADHESIVE <br />A, <br />(E) MIN. 5- <br />`P•' <br />OURING CDINCRFIE. 6- 25 6 <br />CONCRETESLID.,N <br />FIELD VEM _ <br />a <br />PIPE VAULT AND COVER v2°=,'-0 9 <br />BOLLARD DETAIL 3/4= 0 6 <br />SUPPORT PIPE <br />