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.3.>.e. .'sr e.=u,.r,>star., .r.,:;t. .. ,..,.,wa;n .,, =waarmw,%mdes�+.an:' ... . '+7 A9arAaM v'e+'.. wMYMuS•:Mm'gtb"sr,t«,¢rr:r»%wa-..:ee+lrezvVmnasYreRt,"�mw >:-ceesaaWa%a>,st' a'rs:. : ... .. <br />8" 0 GATE VALVE <br />WITH CHRISTY G8 <br />R/W TRAFFIC VALVE BOX FLANGED COUPLING ADAPTOR <br />30' (TYPICAL) <br />(TYPICAL) <br />Nlavcd /B� to iYa�fh <br />17' 6' _ 1XF1 <br />0 GATE VALVE <br />END „ <br />o E WITH CHRISTY G8 <br />TRAFFIC VALVE BOX <br />TRENCH 8" GATE VALVE Existing 8' (TYPICAL) <br />12 (TYPICAL) C.O.S. water main FLANGED COUPLING ADAPTOR <br />(TYPICAL) <br />6" Min. <br />(TYp•) <br />3' <br />10" Min' 1-*-- O.D. <br />(TYP-) + 20" Min. <br />RIGID CONDUIT <br />TYPICAL SECTION i1 <br />SCALE: 1 = 3' � <br />TRENCH PAVING <br />1 0.60' Deep lift A.C. TYP. <br />2 1.00' Deep lift A.C. (TYP.) <br />STA. 9+70 to STA. 10+05 <br />(GREELEY WAY) <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 />Compact in 24' max. layerr- <br />to a min. relative compactic <br />of 85%. <br />— Compact in 6" layers to <br />relative compaction of 9C <br />M <br />EXISTING CURB, GUTTER <br />AND SIDEWALK <br />+ LU 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 tufting will be required wifh'In +he Ci+y of Sfockfon <br />righ+-of-way Per Sec+ion loo -6 of the Cry's Sfanddrd Sprci 'tca+ions. <br />TRENCH DETAIL 6 <br />No Scale <br />?„ <br />' Min. <br />0. D. <br />i <br />LINCOLN ROAD & GREELEY <br />CONNECTION 2 <br />SCALE: 1 = 3' <br />STA. 9+03 <br />8" CHECK VALVE - <br />CLAYTON 81G-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 />Z Gate – <br />Bronze 125 psi <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 />2 1/2 " N PT x 2 %' NH <br />(Brass with Brass Cap) <br />METER TESTING SERVICE <br />SADDLE INSTALLATION <br />No Scale <br />Existing 8" <br />S.J.CO. water main VICKSBURG CONNECTION <br />SCALE: 1 = 3' <br />ROCKWELL NO. 317 <br />SERVICE SADDLE Provide 8" 0 spool <br />See Detail O5 equal to meter length <br />this sheet STA. 9+13 <br />8" WATER METER <br />ROCKWELL NO. W-3500 DR, <br />OR APPROVED EQUAL <br />45 <br />16", MIN. <br />3' t <br />(TYP.) <br />10' 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 />Cut vault <br />to clear pipe <br />1" Drain Rock <br />6" min. depth <br />Class B <br />Concrete <br />H-20 Rated Cover <br />(With Non — Skid Surface) <br />2' Clear, <br />2 — #4 (Typical) Min. <br />O <br />Date __ .. _ �' /p9®! 3 Clear <br />Should VF aE (Typical) VAULT INSTALLATION <br />`t Wr,f <br />Site r <br />Precast <br />Vault <br />(TYPICAL) <br />No Scale 4 <br />' .. x u � � �z e � CQNSTR(/CT/QN DETA/LS <br />---( <br />LINCOLN VILLAGE MASTER <br />C.A.D. ���4's9 / /e/,.. .. i i AS SHOWiv METER ED /NTERCgNNEC T 5 6 <br />� 8/9p 'y�lts�,�,c�iJ �//'o , ®C J� !v <br />3' <br />