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14" <br />1 WELL ENCLOSURE <br />3 6 SCALE: NTS PLAN <br />MEfAI <br />( <br />L VVCLL tIVI.LUJUKt Ut I HIL <br />6 6 SCALE: NTS SECTION <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />J. Acevedo 11120115 J. Acevedo <br />3 WELL ENCLOSURE DETAIL <br />6 6 SCALE: NTS ISOMETRIC <br />OVERFILL PIPE WITH CONCRETE <br />MOUND 1", SMOOTH <br />�s <br />C CO 4, <br />C <br />Elf w <br />CCj <br />PROBE TOP <br />UNDER PROTECTIVE <br />O <br />! <br />NCLOSURE LID (TYP) 1 <br />J <br />W J <br />W W <br />a 0.w <br />2 <br />c <br />6 6 <br />I N <br />ov <br />z <br />�C <br />m <br />p <br />LOCKING HASP <br />a <br />'go <br />I I <br />1 WELL ENCLOSURE <br />3 6 SCALE: NTS PLAN <br />MEfAI <br />( <br />L VVCLL tIVI.LUJUKt Ut I HIL <br />6 6 SCALE: NTS SECTION <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />J. Acevedo 11120115 J. Acevedo <br />3 WELL ENCLOSURE DETAIL <br />6 6 SCALE: NTS ISOMETRIC <br />OVERFILL PIPE WITH CONCRETE <br />MOUND 1", SMOOTH <br />�s <br />C CO 4, <br />C <br />4" 0 SCH 40 GALVANIZED STEEL <br />PIPE <br />PAINT WITH 2 COATS OF <br />YELLOW RUST INHIBITIVE PAINT <br />2" CONCRETE <br />EXISTING G <br />1 3„ <br />3' <br />N < <br />0 Z Q if 1 6" 6" <br />JRE � <br />4 BOLLARD DETAIL <br />3 6 SCALE: NTS SECTION <br />NO SCALE WELL ENCLOSURE AND <br />PROBE DETAILS <br />DATE CHECKED DATE <br />11/23/15 J. Chandra 11/23/15 <br />Ln <br />Elf w <br />CCj <br />TOP OF ROCK <br />O <br />wN <br />J <br />J <br />W J <br />W W <br />a 0.w <br />c <br />ov <br />z <br />© <br />m <br />p <br />a <br />'go <br />C <br />Lu <br />w <br />com <br />Orf <br />4" 0 SCH 40 GALVANIZED STEEL <br />PIPE <br />PAINT WITH 2 COATS OF <br />YELLOW RUST INHIBITIVE PAINT <br />2" CONCRETE <br />EXISTING G <br />1 3„ <br />3' <br />N < <br />0 Z Q if 1 6" 6" <br />JRE � <br />4 BOLLARD DETAIL <br />3 6 SCALE: NTS SECTION <br />NO SCALE WELL ENCLOSURE AND <br />PROBE DETAILS <br />DATE CHECKED DATE <br />11/23/15 J. Chandra 11/23/15 <br />Ln <br />Elf w <br />_ Uw <br />TOP OF ROCK <br />wN <br />J <br />J <br />W J <br />W W <br />Lu Li <br />Lu <br />ov <br />z <br />a_ <br />p <br />_ <br />U <br />w <br />com <br />w <br />Of <br />0 <br />UiUi <br />REVISION I DATE <br />NT COCK VALVE AND FITTINGS PER <br />LOR CODE <br />THD COCK VALVE <br />4" THD X 3/4" THD RED BUSHING. <br />CURE W/ TEFLON TAPE — SEE NOTE 4 <br />FEMALE ADAPT—REDUCE TO 1/4" WITH <br />SHINGS <br />SCREWS — SEE NOTE 1 <br />4" THREADED ADAPTER ON BACK SIDE. <br />Ya" OD X Ys" ID POLYETHYLENE TUBING, <br />COLOR PER COLOR CODE — SEE SHEET 3 <br />1/8" 0 PERFORATIONS 180' APART OR <br />MANUFACTURE—PROVIDED SLOTS, 0.02" <br />WIDE (TYP) <br />ALTERNATE HOLES OFFSET BY 90' <br />2" SCH 80 PVC PROBE PIPE <br />PERFORATE TUBE — SEE NOTE 2 <br />SNUG TIGHT AND CLAMP WITH 2 J" WORM <br />CLAMPS <br />3/16" SS ROD — 1' LONG WEIGHT <br />2" THREADED PVC CAP <br />BOTTOM OF PROBE PIPE <br />NOTES: 0 HOLE THRU CAP <br />1. INSTALL PARTS WITHOUT SOLVENT GLUE OR PRIMER. <br />2. TUBE PERFORATIONS: &" DIAM HOLE EVERY 6" LENGTH OF TUBE IN <br />PERFORATED SECTION ONLY. VERIFY W/ ENGINEER BEFORE INSERTING. <br />3. PROVIDE Y4" MPT X Y4" TUBE COMPRESSIION FITTING, ATTACH TUBE ON <br />BACK SIDE. <br />5 PROBE PIPE DETAIL <br />3 6 SCALE: NTS SECTION <br />FOOTHILL SANITARY LANDFILL __jSheet No. <br />GAS SYSTEM UPGRADE PHASE 1 6 of 9 <br />