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3 <br />0 <br />LO <br />X <br />U <br />4141 <br />N <br />N <br />t <br />N <br />r) <br />a <br />U <br />I <br />0 <br />N <br />0 <br />/ <br />v <br />n <br />I <br />0 <br />0 <br />/ <br />U <br />0I <br />0 <br />/ <br />0 <br />0 <br />0 <br />/ <br />rn <br />a� <br />3 <br />I <br />v <br />v <br />O <br />ry <br />I <br />41 a� <br />41 <br />C <br />v <br />0 <br />0 <br />0 <br />/ <br />C <br />O <br />Y <br />U <br />O <br />N <br />I <br />U E <br />.v v <br />U LO <br />I� <br />c <br />a� <br />a I <br />Q <br />O N <br />O <br />QI 04 <br />o <br />J <br />I� <br />N +' <br />�O <br />n <br />U W <br />W Q <br />0- p <br />N <br />W 0 <br />J_ J <br />i. n <br />4'x4'x6" THICK <br />CONCRETE PAD <br />OVER 4" AB <br />16" <br />20" <br />4'x4'x6" THICK <br />CONCRETE PAD <br />OVER 4" AB <br />THF <br />AGAIN <br />HYDRANT <br />CUT f <br />SLOPE 16" MIN. <br />X20" MAX <br />FILL <br />SLOPE <br />2 %" TO 4" <br />THRUST BLOCK AREA <br />5 SQ. FT. POUR <br />AGAINST UNDISTURBED <br />EARTH <br />4' <br />4" OUTLET <br />F FACING STREET <br />BREAKAWAY <br />CONNECTION <br />OR BREAKAWAY <br />SPOOL <br />4" CLEARANCE <br />FIRE HYDRANT LOCATIONS ON PLANS ARE APPROXIMATE. <br />FINAL LOCATIONS SHALL BE AS APPROVED BY THE SJCO <br />REPRESENTATIVE AND 4' (TYP.) FROM TRAVELED <br />WAY/FACE OF CURB/EDGE OF PAVEMENT <br />CONNECT FH TO EXIST. <br />PIPE. PROVIDE FLANGED <br />SPOOL AS NECESSARY TO <br />MEET 4' OFFSET. <br />P <br />WATER MAIN (E) <br />a I <br />ELEVATION 6" GATE VALVE (E) <br />CONCRETE BLOCK REMOVE EXIST <br />THRUST BLOCK <br />& BLIND FLANGE <br />FIRE HYDRANT ASSEMBLY CONNECTED TO EXISTING STUB <br />N.T.S. <br />FIRE HYDRANT LOCATIONS ON PLANS ARE APPROXIMATE. <br />FINAL LOCATIONS SHALL BE AS APPROVED BY THE SJCO <br />( ,) 1 FIRE HYDRANT ASSEMBLY <br />N.T.S. <br />1E <br />THRUST BLOCK <br />6" Min <br />(Ty p) <br />3'-0" ' <br />Var <br />OD/2 <br />10" Minim <br />See Note 1 Below <br />1. New pavement shall be 1" thicker than existing pavement, minimum <br />of 0.25 Ft. New base shall be 1 " thicker than existing base, min of 0.50 Ft. <br />2. Select native material or imported granular material as approved by the Director <br />of Public Works. Backfill with materials equal to or better than the existing <br />pavement and base in quality. <br />3. Relative compaction of materials shall be tested in accordance with <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. California 216 or 231. <br />4. All existing pavement shall be neatly cut to line prior to trench excavation. <br />5. Jetting or ponding will be permitted within the street right—of—way with <br />a 3 year bond, when approved by the Director of Public Works. <br />6. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />7. Special bedding and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />Worldim for YOU <br />Approved by: <br />TYPICAL TRENCH BACKFILL �/! W.9& -G <br />No.1 Revision Description I Date <br />(COUNTY OF SAN JOAQUIX <br />]DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 Std. Dwg. No.�� <br />SJCO STANDARD DETAILR-29 <br />N.T.S. <br />Existing <br />6" <br />Pavement � <br />6" <br />6" Min <br />Emu (Ty p) <br />\� <br />See Note 2 Below <br />"IX—Compact <br />in 12" max <br />\ <br />\\ 3 —0 <br />\� <br />layers to a min relative <br />�\ <br />--------------- <br />compaction of 95% <br />- -------------- <br />\ Va r <br />________ <br />\� <br />under pavement and <br />\ <br />-__-- - <br />\\ <br />90% outside pavement. <br />\\ <br />-- <br />Compact in 24" max <br />p <br />\i OD 12" <br />\� <br />layers to a min relative <br />\\ <br />compaction of 85%. <br />Compact in 6" layers <br />to a min relative <br />compaction of 90%. <br />OD <br />10" Min 10" Min <br />OD <br />10" Min <br />OD <br />OD <br />+ 20" Min <br />+ 20" Min <br />RIGID CONDUIT <br />FLEXIBLE CONDUIT <br />1. New pavement shall be 1" thicker than existing pavement, minimum <br />of 0.25 Ft. New base shall be 1 " thicker than existing base, min of 0.50 Ft. <br />2. Select native material or imported granular material as approved by the Director <br />of Public Works. Backfill with materials equal to or better than the existing <br />pavement and base in quality. <br />3. Relative compaction of materials shall be tested in accordance with <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. California 216 or 231. <br />4. All existing pavement shall be neatly cut to line prior to trench excavation. <br />5. Jetting or ponding will be permitted within the street right—of—way with <br />a 3 year bond, when approved by the Director of Public Works. <br />6. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />7. Special bedding and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />Worldim for YOU <br />Approved by: <br />TYPICAL TRENCH BACKFILL �/! W.9& -G <br />No.1 Revision Description I Date <br />(COUNTY OF SAN JOAQUIX <br />]DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 Std. Dwg. No.�� <br />SJCO STANDARD DETAILR-29 <br />N.T.S. <br />