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z <br />0 <br />q <br />CONST <br />1 a.s <br />NOTES: <br />8" WATER MAIN <br />i <br />0.25' HOT MIX ASPHALT <br />(MISC AREAS) (TYPE A) <br />i-0.50' AB0.63' EXISTING AC SURFACE <br />0.50' EXISTING AB <br />0.83' EXISTING ASB <br />--�—_— <br />I F— <br />T <br />oD/z <br />10° OD 10" <br />MIN MIN <br />OD+20" MIN <br />TRENCH DETAIL <br />COMPACT IN 12" MAX LAYERS <br />TO A MIN RELATIVE COMPACTION <br />OF 95% UNDER PAVEMENT <br />AND 90% OUTSIDE PAVEMENT <br />COMPACT IN 24" MAX LAYERS <br />i0 A MIN RELATIVE <br />COMPACTION OF 85% <br />COMPACT IN 6" MAX LAYERS <br />TO A MIN RELATIVE <br />COMPACTION OF 90% <br />1. RELATIVE COMPACTION OF MATERIALS SHALL BE TESTED IN ACCORDANCE WITH THE <br />STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION TESTING MANUALS, TEST <br />METHOD N0, CALIFORNIA 216 OR 231, <br />2. ALL EXISTING PAVEMENT SHALL BE NEATLY CUT TO LINE PRIOR TO TRENCH EXCAVATION, <br />3. WHEN SHOWN BY SOIL COMPOSITION AND COMPACTABILITY, NINETY PERCENT (90%) <br />COMPACTION MAY BE USED, WHEN APPROVED BYTHE DIRECTOR OF PUBLIC WORKS. <br />4. SPECIAL BEDDING REQUIREMENTS SPECIFIED IN SPECIAL PROVISIONS. <br />5. ALL VERTICAL EDGES OF EXISTING ASPHALT CONCRETE SHALL BE TACK COATED. <br />6. SLURRY CEMENT BACKFILL (SCB) MAY BE USED IN LIEU OF SPECIFIED BACKFILL METHOD. <br />MINIMUM TRENCH MAY BE REDUCED TO 6" CLEAR OF EACH SIDE OF PIPE. <br />7. SELECT NATIVE MATERIAL OR IMPORTED GRANULAR MATERIAL AS APPROVED BY THE <br />DIRECTOR OF PUBLIC WORKS. BACKFILL WITH MATERIALS EQUAL TO OR BETTER THEN <br />THE EXISTING PAVEMENTAND BASE IN QUALITY. <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />c <br />vl)vcmt (�2/ 1 0/// � //s Ii <br />2" BALL <br />RP CHECK VALVE <br />2" STEEL PIPE <br />PIPE ADAPTERS –� <br />TEMPORARY ISOLATION <br />IN THICKNESS = <br />METER FLANGE (3X) <br />z GROUND <br />`^ SURFACE <br />2" TAPPING OR <br />CATE VALVE <br />TAP NOT TO BE MADE <br />CLOSER THAN 18" <br />FROM END OF PIPE <br />-BRASS PLUCS TO BE <br />INSTALLED AFTER BYPASS <br />IS REMOVED EACH SIDE <br />ISOLATION OF NEW MAINS <br />18 AND SMALLER <br />CONSTRUCTI®N DETAILS AND <br />SUMMARY ®F QUANTITIES <br />CHECKED I DATE <br />SUMMARY OF QUANTITIES <br />8" POLYVINYL CHLORIDE PIPE <br />(AWWA C-900) <br />LOCATION QUANTITY <br />THROUGHOUT PROJECT 2,500 LF <br />6" POLYVINYL CHLORIDE PIPE <br />(AWWA C-900) <br />LOCATION QUANTITY <br />THROUGHOUT PROJECT 10 LF <br />4" POLYVINYL CHLORIDE PIPE <br />(AWWA C-900) <br />LOCATION QUANTITY <br />THROUGHOUT PROJECT 20 LF <br />4" TOUCH READ SENSUS ACCUMAG WATER <br />METER WITH CUSTODY TRANSFER OPTION <br />LOCATION QUANTITY <br />STA 20+00 (Rt) 1 EACH <br />STA 33+00 (Rt) 1 EACH <br />Total 2 EACH <br />NORTH 99 FRONTAGE <br />ROAD <br />8" GATE VALVE <br />Sheet No. <br />LOCATION <br />QUANTITY <br />STA <br />11+55 <br />(Rt) <br />1 <br />EACH <br />STA <br />24+12 <br />(Rt) <br />1 <br />EACH <br />STA <br />25+00 <br />(Rt) <br />1 <br />EACH <br />STA <br />35+80 <br />(Rt) <br />1 <br />EACH <br />Total 4 <br />EACH <br />4" TOUCH READ SENSUS ACCUMAG WATER <br />METER WITH CUSTODY TRANSFER OPTION <br />LOCATION QUANTITY <br />STA 20+00 (Rt) 1 EACH <br />STA 33+00 (Rt) 1 EACH <br />Total 2 EACH <br />NORTH 99 FRONTAGE <br />ROAD <br />INTERCONNECTION <br />Sheet No. <br />(SR -99 Frontage Road from <br />Tudor Rose <br />Glen Road to Mosher Drive) <br />I 7 of 7 <br />