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CHEMICAL FEED CONDUITS SAMPLE TAP <br />PIPE PENETRATON SEE DETAIL <br />SEE DETAIL <br />B 10 DOUBLE -LEAF HATCH <br />1. REBAR PLACEMENT OF BOOSTER PAD SHOWN IN SPECIFICATIONS C8 (2) CHEMICAL INJECTION TAPS Ala H-20 RATED <br />SEE DETAIL <br />2. CONTRACTOR TO PAVE GENER47OR PAD AREA WITH 3" AC PAVEMENT <br />MATCHING ADJACENT ASPAHLT PAVEMENT IF BID ALTERNATE IS NOT MECHANICAL SEAL FLEXIBLE COUPLING (TYP) 13 PIPE PENETRAT/ON <br />CONSTRUCTED 3/16 <br />V 15E FOR PIPE SIZES > 8" 3/16" PLATE SEE DETAIL M3 <br />t 12' g SEE DETAIL <br />6" <br />TOP B <br />FLEXIBLE „ „ M3 C8 <br />SEALANT 1/4" BV AVER^ 7 B <br />B00MER PUW PAD GDYM70R PAD . <br />W <br />W ; � � I I I .� I 3.00' � c8 imr <br />5' <br />U `� W I I I 5.00' MIN <br />PIPE PENETRATION <br />AB 2.00' SEE DETAIL 1 <br />• • • • • �U L <br />NOTE: SLEEVE DIAMETER71 CEMENT GROUT B 6" 12" CRUSHED DRAIN ROCK <br />AND PIPE SCHEDULE RESTRAINED FLEXIBLE C8 T <br />d AB SHALL BE AS 6.00' COUPLING ADAPTER 1" MINUS COMPACTED TO 95% <br />RECOMMENDED BY THE (4) 2 0 <br />MECHANICAL SEAL DP4IN HOLES PIPE SUPPORT <br />5 TIE 0 24" 5 ®12" OC EW MANUFACTURER SEE DETAIL <br />EACH SIDE TOP & BOTTOM <br />5 <br />M2 <br />CHEM/CAL INJECT/ON VAULT,• CHEMICAL INJECTION VAULT,• <br />^PUMP / GENERA TOR PAD DETAIL n PIPE SLEEVE n PLAN VIEW SECT/ON VIEW <br />C5 SCALE: NONE e8 SCALE NONE CS SCALE l'--4' C8 SCALE: 1 "=4' <br />TRANSFORMER <br />(AS SPECIFIED BY <br />ELECTRICAL ENGINEER) <br />STANDARD PG&E CONCRETE PAD STYLE I10111E <br />6.66'X5.08' PAD 6" THICK WITH 12" MINIMUM <br />FOOT <br />14 REBAR SPACED 12" E.W. <br />NOTE: <br />VERIFY WITH PG&E PAD REQUIREMENTS PRIOR TO TRANSFORMER PAD <br />CONSTRUCTION <br />TRANSFORMER PADo <br />SIDE VIEW <br />C5 SCALE 1'-4' <br />NOTE: <br />15 SPACED 9" E. W. AND T&B <br />V <br />CONTROL PANEL PAD: <br />SECTION VIEW <br />SCALE. 1"--4' <br />WITDH VARIES <br />AS NEEDED <br />NATIVE FILL 90% RC <br />SHOULDER BACKING <br />REDWOOD HEADER <br />SEE DETAIL <br />7 <br />C8 <br />—SLOPE 1.5%-4.0% <br />2 "x8" <br />r TOP OF DIVIDER <br />L FINISH GRAL <br />2-1'x <br />MATCH TO 4:1 MAX 5.5" ASPHALT CONCRETE (NAIL <br />NATIVE SO/L1 KERF <br />2"x4 x24" LONG REDWOOD <br />STAKES <br />NOTE. <br />1. ALL NEW PAVING IS TO RECEIVE SEAL COAT AT END OF <br />PROJECT TO PROVIDE UNIFORM APPEARANCE. <br />C. PA VING SECTION DETAIL <br />SCALE., NONE <br />VARIES <br />PIPE/CONDUIT <br />n PIPE PENETRATION <br />C8 <br />SCALE- 1 " = 2' <br />6" NATIVE FILL 90% RC <br />PACK WITH 1.0 <br />POLYURETHANE AT <br />2"x4 x24" L( <br />STAKES SPA( <br />FvrxrLnaA Rixei TOrr <br />1 <br />HOLD TOP OF <br />STAKES DOWN 2.00" <br />CURVED SECTION <br />TYPICAL REDWOOD HEADER DETAIL <br />OW LG. IVVIVL <br />NOTE: <br />I.D. OF GALVANIZED STEEL PIPE SLEEVE SHALL BE THE NEXT <br />LARGER SIZE ABOVE THE O.D. OF THE SLEEVE PIPE PLUS <br />ONE INCH. <br />n FLOOR SLEEVE <br />C7 SCALE: NONE <br />SEE SPECIFICATIONS <br />FOR REBAR <br />)NCRETE REINFORCEMENT <br />7 STEEL <br />VE <br />TOP OF <br />6" CONCRETE <br />PAD <br />W 12" GUTTER <br />14 REBAR CONT <br />U <br />�O <br />U <br />4 " AB <br />NATIVE <br />FILL <br />10 PAD GUTTER PAN <br />C3 SCALE: 1"-4' <br />COPYRIGHT©2008 NORTHSTAR ENGINEERING GROUP, INC <br />II � <br />QILOFESSIn <br />4F, _ �y <br />* <br />IV. 66583 <br />Eli. 6 -30 -UE <br />Jtgj CIVIL <br />F of CA��� <br />0 <br />w <br />a- <br />w <br />IL <br />ILa <br />w <br />a <br />0 <br />V) <br />z <br />0 <br />N_ <br />7 <br />W <br />N <br />z <br />O <br />t— <br />a <br />o_ <br />U <br />U) <br />w <br />0 <br />6 <br />z <br />W Z <br />is cc <br />OC <br />LLJ <br />� V <br />Z <br />Q <br />r <br />WLu <br />0 <br />Z <br />J <br />1. <br />cn <br />~ <br />oc <br />uj <br />a <br />o' <br />Z <br />O Q <br />O <br />O a <br />N <br />a <br />,/0g • <br />06-470 <br />DATE: <br />03 OS 2008 <br />SCALE: <br />AS SHOWN <br />DRAWN: DJTM <br />DESIGN: <br />GGPC <br />CHK D. <br />JB <br />SHEET <br />NUMBER <br />C8 <br />OF 47 <br />