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{ <br /> HIGH PRESSURE <br /> ;;"" SODIUM SECURITY RESISTANt <br /> (OVER OUTS <br /> . E:,,i S[€l I l(a BUILD 11 16 LIGHT COVER BARBED OUTSIDE <br /> IDE <br /> HORIZONTAL GALVANIZED PERIMETER) <br /> 2-7 a1 END BRACE (TYP.) STEEL POST SLOPED OUTWARD 45' <br /> POST (TYP.) 4" TYP, <br /> POST CAP <br /> (TYP.) <br /> RODS <br /> . _ 1�""�T7C:'--.__.--_-----•---- ---------'-. _ RE€CE / BROWN - <br /> i <br /> SEE FENCE A ( ) LINE POST <br /> DIAGONAL PRIVACY SLATS - <br /> DETAIL - TURN (TVP.) (ALL FENCES AND GATES) <br /> BUKLE <br /> 5'CLEARANCE (TYP-) <br /> FROM FENCE EXISTING ' <br /> ASPHALT <br /> PERSONNEL <br /> GATE w <br /> SEE DET IL <br /> n 10' MAX. TVP. "11'..24' DEEP <br /> CONCRETE i+ 20'-0' _I <br /> PROPERTY LINE PAD O 0 . <br /> PSTEAM q FENCE DETAIL <br /> CLEANER 1/4" - I'-O" <br /> O p <br /> CONCRETE <br /> EXISTING 10 1 BERNCONSTRUCTION <br /> ASPHALT _ - - JOINT (TYP.) <br /> EXISTING PG&E <br /> 1 TRANS. ON PAD DROP 00 NOT SLOPE BARBED <br /> WIRE OUTWARD OVER <br /> POST GATES PostENP <br /> '- <br /> k5C€' POSY (TYP.) <br /> TENSION BANDS ` 5' 5' 5' <br /> & STRETCHER .L <br /> STFjkM EXISTING BAR AT EACH I'-0" <br /> CLEAN€NG ASPHALT FOR (TYPICAL <br /> AREA FOR GATES LOCKING <br /> STEAM EXISTING SHOWN) LATCH <br /> STORM DRAIN <br /> CLEANING DRAINAGE b 14 ,, <br /> 1 SUMP RIM 11.92 SUMP <br /> EMU <br /> INV 5.30 E,W 2' CLEARANCE <br /> HINGE <br /> PI <br /> TY CAL <br /> 2 . <br /> �j <br /> 12"4x12 DEEP TYPICAL CENTER i 18'4x36" DEEP <br /> CONCRETE REST CONCRETE <br /> TRAFFIC CURBTRAFFIC CURB <br /> 6"MIN. CLEARANCE''% <br /> FROM PROPERTY`•`r..;• <br /> LINE g DOUBLE GATE DETAIL <br /> DOUBLE GATE B 1/2 - 1-17' <br /> SEE DETAIL <br /> 65'-6" <br /> STORAGE AND OPERATION COMPOUND (PLAN VIEW) <br /> 1' = 5' <br /> ENDEND <br /> SLOPED RAMP OVER POST 5'-0" POST <br /> CALTRANS STANDARD TYPE AI-1$ <br /> �4 FRONT (SOUTH) BERM 7 <br /> CURB. DIMENSIONS SHOWN ARE CONCRETE CURB FOR TRUCK ACCESS i0 I•_� <br /> TYPICAL FOR ALL BERMS APPROXIMATE STORAGE COMPOUND LOCKING <br /> LATCH/HASP <br /> FENCE LOCATION CONCRETE PAD 17' 4" 12" _ <br /> CONCRETE PAD EXISTING <br /> RESTORE ASPHALT I T KRM (TYp,) ASPHALT �I EXISTING b <br /> AND MATCH TO /4 O 12" EW ASPHALT I <br /> CONCRETE PAD BERM (TYP.) 2 HINGE m <br /> PERIMETER <br /> 1p , , , (TVP.) <br /> r r. ,r <br /> G' MAX. <br /> 1`T <br /> a 17'4x24" DEEP <br /> CLASS €€ AGGREGATE BASE 4,. CONCRETE <br /> CLASS II AGGREGATE BASE 4" (95% RELATIVE COMPACTION) <br /> SCISTIN SIL OMPA% (95% RELATIVE COMPACTION) <br /> EXISTING 501E TO PACT 2 TRAFFIC CURB SECTION C WALK GATE DETAIL <br /> RELATIVE COMPACTION j CONCRETE PAD SECTION N.T.S. 1/2' = V-0" <br /> N.T.S. (FRONT CURB ONLY) <br /> Project o. <br /> REVISION Dtlli& DRAWN NEG1( D f DATE APPROVED <br /> SCALE : AS SHOWN r"III) p� F STORAGE AND OPERATIONS COMPOUND 3966 <br /> - ISSUED FOR BID TAR NNM RWC b/Qa y LINCOLN CENTER Date <br /> FINAL <br /> DESIGN TAB MLEVINEOFRICKE s ��, SEPT, s <br /> €„wean,wwo"%Qwr •&&" sm"Tisn ¢Ro,C04taea Stockton, California STORAGE AND OPERATIONS COMPOUND Shoe( <br /> DRAWN € NNM * Exe3. LWO * L _A. LAYOUT, CONCRETE PAD AND FENCING 3 of 7 <br /> CHECKED I Emeryville, Callfornia 'Ptd 0►V11 �+?Ix,'S R ASSOCI TE NGINEER DATE DETAILS AND SECTIONS Issue <br /> WOW^fNW43�3H4\3*66M ow lF 1f0,. <br />