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10 BACKFILL WITH MATERIALS EQUAL TO OR BETTER THAN THE <br />EXISTING PAVEMENT & BASE IN QUALITY. NEW PAVEMENT <br />SHALL BE 1" THICKER THAN EXISTING PAVEMENT, <br />MINIMUM OF 0.25 FEET. NEW BASE SHALL BE 1" <br />EXIST THICKER THAN EXISTING BASE, MINIMUM OF 0.5 FEET <br />AC <br />PVM'T <br />9 <br />I I I <br />8 <br />s <br />7 <br />0 <br />7 <br />s <br />4 <br />T <br />3 <br />2 <br />NOTE: <br />1. FOR DUAL PIPE TRENCH, <br />SEE PP13 <br />2. BACKFILL MATERIALS MAY <br />BE NATIVE PROVIDED THERE <br />ARE NO ORGANICS, DEBRIS, <br />OR OTHER DELETERIOUS <br />MATERIALS <br />3. SCARIFY, MOISTURE CONDITION, <br />AND COMPACT SUBGRADE TO A <br />MINIMUM OF 90% RELATIVE <br />COMPATION <br />1/2" BALL VALVE <br />W/SPRING RETURN <br />OFF <br />Nil <br />TRENCH <br />DETAIL 1_ <br />NTS <br />6" MIN, EACH SIDE <br />36": COMPACT IN 8" MAX <br />LAYERS TO A MIN RELATIVE <br />COMPACTION OF 95% <br />VARIABLE: COMPACT IN <br />8" MAX LAYERS TO A <br />RELATIVE COMPACTION <br />OF 90% <br />III OD+12": COMPACT IN <br />6" LAYERS TO A <br />MINIMUM RELATIVE <br />1 COMPACTION OF 90% <br />10" MIN, EACH SIDE <br />PIPE CLAMP -FRAMING CHANNEL TYPE 304 SS <br />FRAMING CHANNEL STRUCTURE <br />ATTACHMENT, SEE 4;Uz <br />--------------- ---tet---- <br />It — — — — — — — — — — — <br />3/8" THROUGH 8" PIPE <br />PIPE HANGER <br />DETAIL vaR <br />NOT TO SCALE <br />1%" SQ WASHER <br />FRAMING CHANNEL, UNISTRUT <br />P1000, SUPER STRUT A-1200, <br />OR EQUAL <br />5/a" 0 SS EPDXY ANCHOR, ANCHOR <br />BOLT 4" EMBEDMENT, AT 18" ON <br />CENTER MAX UNLESS OTHERWISE <br />SPECIFIED. 5/a"0 SS BOLTS WHEN <br />MOUNTING TO STEEL BEAMS <br />NOTE: <br />MAXIMUM LOAD CAPACITY SHALL BE AS <br />RECOMMENDED BY THE CHANNEL MANUFACTURER <br />FRAMING CHANNEL STRUCTURAL ATTACHMENT <br />DETAIL 4 <br />NOT TO SCALE <br />DUCTILE IRON TRAFFIC <br />COVER <br />6 MIN CONCRETE PAD AT GRADE <br />PRESSURE SWITCH OR TRANSMITTER TYPI <br />PRESSURE GAGE <br />DIAPHRAGM SEAL <br />Ya/FLUSHING CONNECTION <br />3 <br />W/GAGE COCK & Ya" NPT — z <br />x /a FEMALE HOSE 1/2" BALL <br />THREAD ADAPTER/ VALVE W/ `,*4 <br />r NIPPLE SPRING <br />RETURN <DUCTILE IRON VALVE <br />SEE NOTES 1, 2 & 3 �� OFF BOX <br />TAOPERATING NUT <br />VALVE <br />NOTES: <br />1. USE PIPE SADDLE W/BUSHING DIAPHRAGM SEAL, PRESSURE GAGE ASSEMBLY <br />TO BE FACTORY ASSEMBLED <br />PRESSURE GAGE PG -1 PRESSURE SWITCH/ <br />TRANSMITTER PSG -2 <br />PRESSURE GAGE <br />DETAIL <br />NTS <br />SUBMITTED THIS LINE IS 1 INCH <br />�—i <br />AT FULL SCALE <br />DATE IF NOT SCALE ACCORDINGLY <br />APPROVED SCALE : AS SHOWN <br />DRAWN BY : DTD <br />DATE : DESIGNED BY <br />PROJ. MGR. GJF N0. ZONE <br />6" FM <br />SHALLOW BURIED VALVE <br />DETAIL 5 <br />NTS <br />WEST YOST <br />. 1260 Lake Boulevard <br />kirSuite 240 <br />A S S O C I A T E S Davis, California 95616 <br />( 530) 756-5905 <br />REVISIONS BY DATE Consulting Engineers FAX (530) 756-5991 <br />I <br />CEMENT GROUT <br />2" MIN <br />1/2" <br />PROVIDE SEALANT <br />& BACKER ROD <br />OR TAPE <br />° <br />a °a <br />< o z <br />zQ <br />I I I woo <br />I I ww <br />o CE <br />I rF I I >ga <br />0 <br />a- <br />4 ° <br />CONCRETE WALL PIPE PENETRATION <br />DETAIL s <br />IIY375" MOTOR <br />_ IMMERSIBLE, ABOVE <br />18.16" <br />0 CN <br />L 10 1 <br />0 0 <br />Co SS <br />c1i o ao 00 <br />N N <br />TO <br />,L <br />PLAN <br />GUIDE RAIL <br />'L <br />—�-- <br />11 <br />I b <br />S'S <br />0 <br />r, of <br />L N <br />0 <br />1 L <br />f rrGRINDER <br />SECTION FRAME <br />NOTES: <br />1. ANCHOR BOLTS SHALL BE 1/2"x3-3/4" MIN <br />GRINDER <br />DETAIL 7 <br />C3 <br />SCALE: 1"=l' -O" <br />ff <br />#10 AWG, SINGLE <br />STRAND, SOFT DRAWN VALVE <br />COPPER WIRE; BARE BOX <br />ALONG TOP OF PIPE, <br />4/64" POLYVINYL RISER <br />CHLORIDE INSULATION PIPE <br />OUTSIDE OF VALVE <br />RISER PIPE AND INTO <br />THE VALVE BOX <br />10 <br />A <br />E:? <br />7 <br />R <br />NTS <br />County of San Joaquin <br />Flag City Pump Station & Force Main <br />PUMP STATION <br />DETAILS 2 <br />JOB NUMBER <br />010-00-07-18 <br />DRAWING NUMBER <br />C5 <br />SHEET NUMBER <br />23 OF 44 <br />REVISION <br />WIRE <br />VALVE DETAIL/ <br />5 <br />REQUIREOD <br />BETWEEN <br />i <br />THESE <br />f; <br />VALVES IF <br />WITHIN 10 <br />OF TEE <br />/' COVER <br />SPLICE <br />SPLICE RUNS <br />W/ELECTRICAL <br />TOGETHER <br />/ TAPE <br />4 <br />KEEP CLEAR <br />OF FITTING <br />J� <br />SOLDERED l <br />INSULATION <br />INTO VALVE <br />CONNECTION, <br />BOX (REMOVE <br />BARE WIRE <br />AT SPLICE) <br />ALONG PIP <br />TYPICAL <br />LAYOUT <br />NOTES: <br />1. WIRE TO BE <br />CONTINUOUS BETWEEN VALVE BOXES, <br />EXCEPT AS NOTED <br />2. BARE WIRE NOT TO TOUCH VALVES OR FITTINGS <br />3. LOCATING WIRE TO BE HELD IN PLACE WITH TAPE <br />UNTIL BACKFILLED <br />LOCATOR WIRE INSTALLATION <br />DETAIL <br />2 <br />NTS <br />County of San Joaquin <br />Flag City Pump Station & Force Main <br />PUMP STATION <br />DETAILS 2 <br />JOB NUMBER <br />010-00-07-18 <br />DRAWING NUMBER <br />C5 <br />SHEET NUMBER <br />23 OF 44 <br />REVISION <br />