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L W/ 3/8.0 HILP W/ POUR -ROC gtWi <br />d 6" <br />N eF:� THS !PBG <br />FILL W// "POR -TEEN" <br />k PUNISH FLUSH W / <br />IWt <br />KB -3 ANCHORS Ai 18• ROUGHEN (E) CONIC. SLAB <br />_ <br />=III=1 M! P OG u VAi <br />6 <br />GONG. CURB <br />6 <br />eH1➢ H0 <br />falrYMtiW <br />0 C.. ttP. <br />P3300 GALV. UNISTRUT ® SURFACE, TfP. <br />• • •..• <br />�0 P9 ECMO TLP 6 HIEOI <br />Y3'a2S•tl2'I@i'...�� <br />24" O.C. (� CONCRETE SLAB. <br />901 COPaCTOO FOUL <br />TOP OF CURB <br />(N) /•9 HLTI <br />WORM <br />5(F � RddT f3R-191) f W B6fM.tAT�I D.�.1011i <br />. M, <br />ANCHOR Bpi. /YP. <br />rmO <br />SPfnP1 BA�ECfRI IHCB nR reLn MUMS. <br />I 20 I.O. CALV. STEEL <br />RPE SLEEVE EMBEDDED <br />i. OStJK nEPO:iIO! Rm9 rtR Ian wW'Am. <br />QIN <br />, <br />COS. SUB <br />qq yA <br />9p <br />CONIC. PAD =1" p' 10 <br />ARDRAIL -1/2'-1'-0 7 <br />GENERATOR ANCHOR =' D° 4 <br />TRENCH DETAIL <br />z <br />� <br />— <br />GENERATOR BASE 1/4' GLV. DMMOMD TREAD <br />_ y <br />PLATE. 24' LONG W/ 3/4 ♦ <br />p <br />OPENING WIDTH 12•L <br />1 " UFT HOES EA ENO. <br />z a m <br />FIELD DETERMINE <br />2'-l" (4) 5/16.0%1" S.S. FLAT HEAD <br />a <br />Qi C N <br />1/4" WASHER HEAD TEK <br />24" i'-0' MACHINE SCREWS O 6. O.C. <br />O b <br />SCREWS O 6" O.C. <br />MY TAX <br />EACH SIDE <br />GL m <br />PATH OF NEL 01 RPES <br />20 GA G.I. TDI' W/ ALL <br />�., GUARDRAIL PIPE SLEEVE <br />'� <br />F <br />J U U <br />^ o ^' SOLDERED JONfS. <br />d <br />C <br />SLOPE 1• TO ALL SIDES. <br />NISTRUT P1001 C <br />h3/00 Ian KVW nT <br />WW✓� ! fml �+ <br />NEL L E PATH H 1 <br />SEE DET FOR <br />AACHORS. <br />V ® <br />to <br />1/4 WASHER HEAD TEK TO S CURE AND ALIGN <br />6FIWn <br />_ Ll STEEL L <br />COW, LAB AT (E) 7/ <br />z N <br />O ti <br />SCREWS W/ NEOPRENE NEL LINES <br />WASHERS O 6. OC. _� _ <br />-111=III <br />_ M. <br />GE! P� 2.500 PSI CONT. GONG. <br />e'IOl $y <br />CURB <br />N <br />CONT. /4 BAR TOP & <br />W <br />y <br />3-5/8" x 18 GA. SAM <br />_IIT- <br />BOTTOM <br />STUDS AT CORNERS AND <br />S <br />MID POINTS W/ <br />UNNNCHED TOP AND <br />ED TRACKS <br />SEE OPPOSIT SIDE FOR 1oft <br />REB4R5� SEE FOR A001ilOWY <br />NF O <br />!It <br />SEE <br />20 CA G.I. COVER, tYP. 20 GA G I. COVER ALL <br />AROUND. UP All <br />AmE9 <br />L SEE Ht F4PWT CfR-1fl) f®! H61M1ATHM f6AWm0(li <br />JOINTS 4• MIN. W/ <br />2 HKCVW pOCtiml a09 FR �n M� <br />NOTE: CONSIDER eNSTAWNG GENERATOR BEFORE INSTALUNG <br />0 <br />STITCHING SCREWS AT 6• <br />ADIACEM CONCRETE CURB TO ALLOW ADE WTE WORKING <br />FILLY CUT OUT PORTIONS OC. _ AND SEAL W/ <br />SPACE, VERIFY CO -WE PAD THICKNESS. <br />_ <br />CrTzO <br />E) STEEL ANGEL AT (E) BUTYL SEAANT OR TAPE H FOR NEW' COIL. DDRB 0DAY <br />VOD MULE RUSE 1/1• WASHER NEAR TET( <br />1•=i'-0• <br />TANK ANCHOR 5 <br />TALL TRENCH DETAIL 2 <br />-1/2'=1'�OUT <br />OF CONIC. CURB REWS O 6. OC. <br />NEL Ell PpES. N) Pt000 GALV. <br />GILL <br />3/8• HHTI KB -3 AB.. <br />BALANCE OF 1RENCH (2) Ep SIDE 20 GA GI. NSHMG W/ <br />�_lc <br />W/ <br />,500 PSI CONCRETE HAMMED EDGE, M, <br />SEE PLUMBING WISiRO TAO( WELDED <br />TO t <br />DKLi <br />a 2.500 PSI CONT, CONIC- <br />CURB ALL (4) SIDES <br />ROUNDED k SMOOTH <br />AT TOP, IYP.- <br />,..�,. <br />- ° CONI. /4 BAR <br />° <br />5'0 PAINTED GALV STL <br />3-1/2'. <br />CONSTRUCT THAI$ CURB /4 DOWELS O 16 O.C. SET <br />BOIIARD, PULLED W/ GONG., <br />42 <br />L 2' 1/4' <br />/ / 1/4 <br />4- INTO 3 40 H <br />BOARIER BEFORE FILLING / DIE FILLED <br />TRENCH W/ POUR -ROP GROUT <br />PANTED E OW <br />(E) AC. WING <br />DLV. b <br />g <br />; <br />i <br />c <br />• • <br />3-5 <br />' E 1 <br />NOTE: STL PIPE MAY BE WELDED <br />(E) CONIC. PAVEMENT <br />. <br />PROM Pi000 CROSS <br />E <br />NFPA END OF L H FIELD UN151RIn UNDER PIPES <br />A <br />I <br />CONOTION1 REOUME AS REQUIRED BY RPE <br />• ROUGHEN (E) CONC. SLAB <br />SURFACE k APPLY CONIC. <br />ADHESIVE BEFORE POURING <br />9 <br />11 I I <br />�- <br />MANUFACTURER <br />(N) 3"0 GA.VANIZED p <br />�dcAei <br />CONCRETE, TP'P. <br />9- LONG /4 BAR <br />THROUOI PIPE <br />STEEL PSE m <br />ti <br />DEPTH OG FOOTING MAY aL= <br />REDUCED IF 00STRUCTION IS • <br />(N) 1/20 1/4 <br />HILTI NB -1 <br />$ <br />(E) CONCRETE SUMP <br />PT WALL, - <br />/4 DOWELS O I6' O.C. SET <br />ENCOUNTERED BELOW. <br />NOTIFY ARCHITECT. I' -4b <br />L-1 <br />(N) 121121U/8• Q <br />ANCHOR BOLT, GAL "ED PLATE (D <br />_ <br />Z <br />v i� a s' <br />ROUGHEN <br />(E) CONIC. SLAB 4' INi0 3/4 0 HOF FILLED <br />W <br />" 40219 OC <br />k SIDE <br />OVAL SURFACES. W/ HILn Hlt-HY 100 EPONY < ON (3) SIDES <br />(E) MIN. 5• <br />APPLY <br />CONIC. ADHESWE <br />CONCRETE SLAB V) <br />S2 <br />it -t9-14 <br />BEFORE <br />TPP. <br />POURING CONCRETE. 6" 25" 6• - <br />FIELD VERIFS (n <br />0 <br />PIPE VAULT AND COVER /z=, -p 9 <br />BOLLARD DETAIL 3/1---161 <br />SUPPORT PIPEz-r o 3 <br />a <br />A-3 <br />r <br />