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FINISH GRADE <br />OPERATIONS SOIL MATERIAL \\/�\/ SOIL BACKFILL <br />BACKFILL. MACHINE \ \ / <br />VARIES 1 FT TO 2 FT <br />COMPACTION WITHIN 6" OF <br />FORCE MAIN <br />CONDUITS IS NOT PERMITTED \ <br />6" DETECTABLE WARNING 211 SAND <br />TAPE 1'-0" (MIN.) FROM <br />TOP OF CONDUCTORS 2" (TYP) <br />4" HDPE SDR 17 <br />FORCE MAIN <br />FINISH GRADE TRENCH FOR FORCE MAIN <br />SECTION 1 A <br />-IONDUIT (TYP) �� �� �� ��PIPE SCALE: N.T.S. 11 13 <br />SEE NOTE 1 j\\\j j�\� \� BEDDING 24" <br />\/�\\/�\\ \\ l <br />6" MIN. <br />2" <br />1" <br />1 12" 2» <br />TRENCH FOR FORCE MAIN AND ELECTRICAL CONDUITS <br />SECTION 1 <br />SCALE: N.T.S. 11 13 <br />NOTES: <br />1. MAINTAIN 12" (MINIMUM) <br />SEPARATION BETWEEN <br />CONTROL AND POWER <br />CONDUITS. <br />2. DISTANCES AND <br />CLEARANCES ARE <br />MINIMUM REQUIREMENTS <br />FILL PIPE <br />W/CONCRETE <br />2" <br />5 <br />FINISH 3" <br />GRADE <br />4" DIA. STEEL PIPE, x.. <br />SCH. 40 GALVANIZED <br />I 3 <br />»T �ONCRETE <br />3 BACKFILL <br />1'-6" DIA. <br />STEEL POST BOLLARD <br />SECTION 2 <br />SCALE: N.T.S. 0,11 13 <br />C"t-1117' AI(lTC <br />EYE FOR PI <br />LIFT CABLE (INS <br />24" DIA. HDPE BLIND <br />FLANGE FABRICATED FOR <br />18" DIA. HDPE RISER PIPE <br />ELECTRICAL CONNECTI01` <br />VENT <br />LEACHATE PUMP <br />DISCHARGE <br />FINISH GRADE <br />MINI L.1 CFT P FFS IN <br />2 FT \�/A\ I <br />CONDUITS (TYP) <br />SAND <br />2" o:..• <br />12" <br />2" (TY ) <br />ELECTRICAL TRENCH <br />SECTION 1 e <br />SCALE: N.T.S. 11 13 <br />RISER SUPPORT <br />S! <br />I <br />STEEL f <br />CORROSION RESISTANT FLEXIBLE <br />3/4" PLASTIC NCGB (TYP.) CONDUIT (TYP.) <br />TO <br />CONTROL CABLE BREAKOUT <br />TO SUMP PUMP BOX <br />POWER CABLE—�� TO <br />TO SUMP PUMPBREAKOUT <br />3/4" STRAIGHT WELD; OR USE BOX <br />COUPLER FITTINGS (TYP.) <br />1 " THICK BLIND FLANGE <br />7_ <br />ELECTRICAL CONNECTIONS <br />SECTION c <br />SCALE: N.T.S. 13 13 <br />WELD; OR USE FITTINGS <br />2" NPT FOR LEACHATE <br />EXTRACTION PIPE <br />;K BLIND FLANGE <br />O <br />TLEACHATE EXTRACTION PIPE CONNECTION <br />LEACHATE EXTRACTION RISER PIPE CAP <br />0 <br />4 <br />SECTION <br />DETAIL D <br />SCALE: N.T.S. 13 13 <br />SCALE: N.T.S. 1,1 13 <br />n <br />.1 INOTE: PROVIDE ALL FLANGES WITH STAINLESS STEEL BOLTS, WASHERS (2 PER BOLT), NUTS, AND FLANGE GASKET. <br />n� <br />P 90 <br />LJ11� I 1 11 ILL LjL_I I'M <br />PIPE RISER SUPPORTS <br />SECTION 3 <br />SCA = 3''L113 <br />, <br />EDGE OF BERM <br />LIMIT OF LINER <br />44 STEEL TUBING <br />SCH 40. FILL WITH <br />CONCRETE <br />DI BERM <br />GRADE <br />)E, DIAM. <br />I <br />8.0 <br />>TEM <br />FLOW <br />ROUTING <br />VALVES <br />WELD STEEL <br />6" ROPE <br />CLEAT <br />.RISER PIPE <br />(TYP.) <br />WELD GALVANIZED 3/8" <br />STEEL CHAIN <br />TO POST AND <br />PROVIDE BOLTED <br />CONNECTION <br />TO TUBE <br />FILLET WELD <br />ALL AROUND <br />a 4 <br />j 1.5"X1.5" 11 GAUGE TUBE. <br />a \\ \ <br />WELD 4X4 STEEL TUBING <br />BRACE. BRACE LENGTH <br />SHALL HAVE 1" <br />CLEARANCE FROM PIPE. <br />CONCRETE BACKFILL <br />�I— 1.5 FT <br />J <br />4" AND 6" DIA. PIPE SECTION A <br />SCALE: 1 " = 3' 13 13 <br />5.0 <br />0 <br />2 STEEL POST BOLLARD (5 TYP) <br />13 1� LOCATION STAKED IN THE FIELD BY <br />ENGINEER <br />QROFE SAO <br />� <br />69219 m G) <br />z <br />v>�0 EXP. a-ct <br />���m <br />*srgTe OF CAL�FOR \P* <br />LEACHATE CONNECTIONS <br />DETAIL 5 <br />SCALE: 1" = 2' 1,1 13 <br />4x4 STEEL TUBING <br />SCH 40. FILL WITH 3" (TYP) <br />CONCRETE <br />RISER PIPE (TYP) <br />Z—B—LINE B2400 PIPE STRAP <br />OR EQUIVALENT. BOLT STRAP <br />BERM ON BRACE <br />GRADE WELD 6" STEEL ROPE <br />CLEAT <br />8.0 4X4 STEEL BRACE. WELD <br />TUBING TO POSTS. WELD ALL <br />/\� a AROUND. <br />5.0 <br />9 i-3" (TYP) <br />ua 1 Jau <br />1.5 FT (TYP) --�-� <br />CONCRETE <br />12" AND 18" DIA. PIPE SECTION B <br />SCALE: 1" = 3' 13 13 <br />GENERAL NOTE: <br />1. ALL WELDS SHALL BE FILLED WELD ALL AROUND <br />2. PRIMER ALL SUPPORTS AND ATTACHMENTS AND <br />THEN PAINT WITH TWO COATS OF YELLOW RUST <br />INHIBITIVE PAINT IN FIELD. <br />3. TIE WIRE ROPE ON CLEATS <br />ELECTRICAL CONDUITS <br />BELOW GRADE <br />FLEXIBLE CONDUIT <br />USE ANGLE CONNECTORS <br />LIMIT OF LINER <br />18" DIA. HDPE PRIMARY <br />LEACHATE EXTRACTION <br />RISER PIPE <br />EDGE OF BERM <br />— FEE� 0RISER PIPE CAP <br />0 0 I <br />1 LEACHATE COLLECTION SUMP <br />13 15 PUMP CONTROL STATION <br />TO FLOW ROUTING VALVE. CONNECT ABOVE GRADE. USE 2"X 36" L <br />SS FLEX HOSE WITH FEMALE NPT END CONNECTORS. <br />ANCHOR ABOVE GRADE DISCHARGE PIPING AT SUMP. USE 5FT LONG <br />BUMPER BLOCK, S.S PIPE CLAMPS AND S.S. CONCRETE WEDGE <br />ANCHORS. <br />Shaw Environmental, Inc. <br />- A CB&I Company <br />This drawing represents intellectual property of CB&I, Inc. Any modification to the <br />original by other than Shaw Environmental, Inc. personnel violates its original purpose <br />and as such is rendered void. CB&I, Inc. will not be held liable for any changes <br />made to this document without express written consent of the originator. <br />RON <br />UNISTRUT P-1001 <br />UNISBOLT IT PU 000 <br />BRA <br />BOLT WITH U BRACKETS <br />1' <br />2' <br />a. <br />CONCRETE <br />2.5' ° <br />CONDUIT SUPPORT <br />SECTION <br />K-57 <br />SCALE: N.T.S. 13 13 <br />LEACHATE FACILITIES DETAILS <br />CONSTRUCTION OF AREA 5 <br />DETAILS <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />LSAN JOAQUIN COUNTY, CALIFORNIA <br />COUNTY, CALIFORNIA <br />I <br />DWG. <br />N0. <br />13 <br />of <br />18 <br />PROJECT NO. <br />150040 <br />0 <br />0/31/2014 <br />AGENCY REVIEW <br />ES <br />ES <br />ES <br />DT <br />REV <br />DATE <br />DESCRIPTION <br />DWN BY <br />DES BY <br />CHK BY <br />APP BY <br />DATE OF ISSUE DO By E. S_CHNE.IDER CHK Ry E. SCHNEIDER <br />to 31/2ot4 DFS RY E. SCFLNEIDER APP Ry D. THOMPSON <br />Shaw Environmental, Inc. <br />- A CB&I Company <br />This drawing represents intellectual property of CB&I, Inc. Any modification to the <br />original by other than Shaw Environmental, Inc. personnel violates its original purpose <br />and as such is rendered void. CB&I, Inc. will not be held liable for any changes <br />made to this document without express written consent of the originator. <br />RON <br />UNISTRUT P-1001 <br />UNISBOLT IT PU 000 <br />BRA <br />BOLT WITH U BRACKETS <br />1' <br />2' <br />a. <br />CONCRETE <br />2.5' ° <br />CONDUIT SUPPORT <br />SECTION <br />K-57 <br />SCALE: N.T.S. 13 13 <br />LEACHATE FACILITIES DETAILS <br />CONSTRUCTION OF AREA 5 <br />DETAILS <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />LSAN JOAQUIN COUNTY, CALIFORNIA <br />COUNTY, CALIFORNIA <br />I <br />DWG. <br />N0. <br />13 <br />of <br />18 <br />PROJECT NO. <br />150040 <br />