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GROUND <br />o _ <br />- - 12 MIN 18 MIN <br />7 15" MAX F-1 <br />�z 2" DIA WEEPHOLE—,� <br />2' x 2' x 1.25' DEEP <br />3/4" CRUSHED ROCK, <br />WRAP ROCK WITH FILTER <br />FABRIC (MIRAFI 60OX <br />OR APPROVED EQUAL) <br />CONSTRUCTION NOTES: <br />Qi 4" FLANGED ACCUMAG. <br />O2 4" FLANGED COUPLING. <br />O3 PIPE SUPPORT PER DETAIL, THIS SHEET. <br />4O TOP OF VAULT TO MATCH ADJACENT PAVEMENT <br />GRADES WHEN VAULT IS IN PAVED STREET <br />AND SHOULDER <br />OS PRECAST VAULT <br />5' <br />�O <br />BILCO <br />4 _ SAFETY POST (RD EQUAL) <br />Iddo ' SEE PIPE PENETRATION <br />DETAIL THIS SHEET (TYP) �� <br />12" MIN <br />W,;A 9 15" MAX 12" Min BEFORE ANY BENDS, <br />5 VALVES, OR II <br />CONNECTIONS J <br />BLASS 2 AGGREGATE <br />ASE 12" DEEP <br />© INSTALL TWO LEAVES, SKID RESISTANT, FULL TRAFFIC <br />COVER WITH TORSION HINGES. <br />O7 8" to 4" DUCTILE IRON REDUCER. <br />OB LADDER TO BE PLACED INSIDE OF PIT VAULT ON SIDE <br />CLOSEST TO OPENING FOR EASY ACCESSIBILITY AND TO <br />ALLOW FOR ACCESS FROM EDGE OF RIGHT OF WAY. <br />SEE DETAIL THIS SHEET. <br />O9 ROCKWELL 317 SERVICE SADDLE DOUBLE STRAP. <br />WATER METER VAULT VERTICAL DETAIL <br />5' MIN <br />PROVIDE 4" DIA SPOOL <br />EQUAL TO METER LENGTH <br />FR <br />1} <br />2 <br />LHINGE 9 <br />9 <br />i <br />• <br />i- VAULT LADDER <br />—'i ' <br />— <br />— —''— <br />��� _ T' <br />WATER METER VAULT PLAN <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Vincent �2l o1/1s ' e!g Il:; <br />TOP OF HATCH <br />COVER <br />TOP OF SLAB OR <br />WALL (SOFFIT) <br />-BAR 2" X 3/8" <br />RUNNERS <br />-BRACKET SUPPORT 5'-0" OC MAX <br />USE 1/2" GALVANIZED SHELF <br />DRILLING EXPANSION SHIELDS <br />OR EQUAL <br />a <br />El <br />d VAULT FLOOR <br />rod <br />VAULT LADDER WITH <br />LADDER UP DETAIL <br />2" GATE VALVE <br />BRONZE 125 PSI <br />NIPPLE — <br />FIRE HOSE ADAPTOR <br />2 1/2" NPT x 2 1/2"NH <br />(BRASS WITH BRASS CAP) <br />PIPE <br />_FLANGE OD <br />OR PIPE OD <br />(VA(Rj,IES) <br />T ? ,C <br />SADDLE SHALL MATCH <br />ADJUSTABLE PIPE = OD OF PIPE FLANGE <br />OR PIPE <br />SADDLE SUPPORT <br />1" MIN 1/4 <br />NON- <br />SHRINK = 318* PLATE <br />GROUT 8{ X 8" MIN <br />1/2" X 4-1/2" STAINLESS <br />STEEL EXPANSION ANCHORS <br />PIPE SUPPORT DETAIL <br />PACK TICHT LAYERS OF VAULT WALL <br />EXPANDED POLYETHYLENE i (4.5" MIN) <br />OR POLYURETHANE ROPE .. <br />TYPE FILLE DIP OR PVC PIPE <br />ANNULAR SPACE <br />APPLY 1" OF GUN GRADE_ <br />RADE 1" MIN ALL AROUND <br />ELASTOMERIC SEALANT IN <br />ANNULAR SPACE ALL AROUND <br />BOTH SIDES OF OPENING <br />PIPE PENETRATION DETAIL <br />ROCKWELL N0. 317 SERVICE SADDLE (2 INCH) <br />MINIMUM OF i6" FROM METER <br />METER TESTING SERVICE <br />SADDLE INSTALLATION <br />CONSTRUCTI®N DETAILS <br />CHECKED DATE <br />NORTH 99 FRONTAGE ROAD INTERCONNECTION Sheet No. <br />(SR —99 Frontaae Road from Tudor Rose Glen Road to Mosher Drive) 6 of 7 <br />