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. .: K4i'.rl....vA'S"..' ., ,.-�N: .:,e.-. :.:r .3. v{F.... ..., r. .e?.. "Fi®4i!5.. :.. .. ., �Y.$kRf.✓... r8"{'a, . r'l+fi��. �� ..., .:. :. .,, >-.-::... .. b.,.-.. <br />8" 0 GATE VALVE <br />WITH CHRISTY G8 <br />R/W TRAFFIC VALVE BOX FLANGED COUPLING ADAPTOR <br />30(TYPICAL) <br />(TYPICAL) <br />. <br />17, 6, 11 BE g" GATE VALVE <br />oIWO <br />F PE WITH CHRISTY G8 <br />TRAFFIC VALVE BOX <br />TRENCH Existin 8" (TYPICAL) <br />12' 8 GATE VALVE g FLANGED COUPLING ADAPTOR <br />(TYPICAL) C.O.S. water main <br />(TYPICAL) <br />... LINCOLN ROAD & GREELEY <br />EXISTING CURB, GUTTER CONNECTION <br />AND SIDEWALK 2 <br />SCALE: 1 = 3' Existing8" <br />S.J.CO. water main VICKSBURG CONNECTION <br />TYPICAL SECTION SCALE: 1 = 3 <br />1 <br />7 <br />P" AAin <br />1C <br />{IYP.) <br />SCALE: 1 = 3' U <br />TRENCH PAVING <br />1 0.60' Deep lift A.C. <br />2 1.00' Deep lift A.C. <br />STA. 9-f-70 to STA. <br />(GREELEY WAY) <br />TYP. <br />TYP. <br />10+05 <br />Compact in 12" max. layer <br />to a min. relative compact <br />of 95%* under pavement c <br />shoulders, and 90% outsid( <br />shoulders. <br />ompact in 24" max. layers <br />a min. relative compactic <br />F 85%. <br />Compact in 6" layers to <br />relative compaction of 9C <br />M <br />+ 2U"' Min. <br />RIGID CONDUIT <br />+ 2U__ Min. <br />FLEXIBLE CONDUIT <br />NOTES: <br />1. Relative compaction of materials shall be tested by the State <br />of California, Dept of Transportation Testing Manual, test method No. <br />California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to <br />trench excavation. Saw cuffing wfll be required wi#h'in fhc C ify of Sfockfon <br />2" <br />Min. <br />STA. 9+03 <br />8" CHECK VALVE - <br />CLAYTON 8 1 G-02, <br />OR APPROVED EQUAL <br />CHRISTY R33 PIT <br />(4' x 5' x 3' Deep) <br />45 <br />Z to 21/2 it <br />Adaptor <br />2" Ga <br />Bronze 12.'_ <br />Nipple <br />Flanged Coupling <br />Adaptor (TYP.) <br />8" GATE VALVE J <br />POINT OF CONNECTION & <br />Limit of City — Maintained <br />Water Line. <br />Fire Hose Adaptor <br />9 1/0 " N PT Y? 1/' 1' N H <br />Cap) <br />ROCKWELL NO. 317 <br />SERVICE SADDLE <br />See Detail 5� <br />this sheet <br />Provide 8" 0 spool <br />equal to meter length <br />16", MIN. <br />3' f <br />(TYP.) <br />STA. 9+ 13 <br />8" WATER METER <br />ROCKWELL NO. W-3500 DR, <br />OR APPROVED EQUAL <br />10'owl CHRISTY R33 PIT <br />(4' x 5' x 3' Deep) <br />TYPICAL LAYOUT 3 <br />SCALE: 1 3' <br />ROCKWELL NO. 317 <br />SERVICE SADDLE (2" ) <br />min. 16" from meter <br />1" Drain 1 <br />6" min. c <br />Class <br />Concr( <br />2 — #4 (Typical) <br />0- <br />righ+--of-way Per Scc}lon 100-6 of +ke C� y's Sfaranddrd Spec 'icaf ions . <br />TRENCH DETAILSERVICEL <br />`u .'13 i,�t�c ___ <br />____. <br />6 METER TESTING <br />(Typi) - r.;¢.: ww Should Ve hcal <br />No Scale SADDLE INSTALLATION 4 `}' "� E I �° ' r,f -itlt v <br />5 <br />F No Scale <br />�F 1 <br />T.R. ! % C. ' �s9 N CWSTRIX TtON DETAILS <br />A.D. Z/i wF� i AS SHOWN <br />45 <br />H-20 Rated Cover <br />(W;+h KInn .— CI<irl qi irfnna} <br />VAULT INSTALLATION <br />(TYPICAL) <br />No Scale <br />L ANC OLN <br />METERED <br />a <br />