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0 <br />0 <br />i3ackf ill with materials aquas to or <br />better than the existing pavement <br />in quality and thickness. <br />Existing Pavement <br />a .. �. I�B" Min. [Typ.) <br />-„•� Compact in 12" layers <br />to a minimum <br />relative compaction <br />Compact in 12° layers <br />> to a minimum <br />p• relative compaction <br />of 90 °%. <br />Compact in 6" layers <br />to a minimum <br />relative compaction <br />0. 0. + 20" Max. <br />Of 90 �`.. <br />UNDER PAVEMENT <br />AND DRIVEWAYS <br />Iol o. D. 14" <br />Aax. Max <br />0. D. + 24" Max, <br />OUTSIDE SHOULDER <br />I,�¢TES: <br />I. Relative compaction of materials <br />shall be tested by the <br />State <br />of California, <br />Dept. of Public Works, Division <br />of Highway, test method Na. <br />California <br />216 or 231 <br />2. All existing pavement stroll be <br />neatly cut to line prior to <br />trench excavation, <br />3. No jetting or pondinq shall be <br />permitted within the street <br />Right <br />of Way. <br />4.* When shown by soli composition <br />and compactibiiity, ninety percent <br />(90 %) <br />compaction may be used, when <br />approved by the Director of <br />Public <br />Works. <br />90% compaction under driveways. <br />TYPICAL TRENCH BACKFi LL <br />THRUST <br />CAST .IRON BEND <br />, BLOCK DETAILSMiin.-� <br />�} 450 Max, <br />r" TYPICAL SECTION THRU <br />TEE OUTLET DEAD END THRUST BLOCK Ce <br />4-0 <br />THRUST BLOCK <br />DIMENSIONS <br />FITTINGS <br />A <br />8 <br />FITTINGS A <br />8 <br />6p LINE <br />10" LINE <br />22 i/ • <br />l - 6 <br />22 1 ' <br />3'- 0" <br />2' - 0 <br />450 <br />2 - <br />2- <br />456 <br />41- <br />31- 0 <br />90' <br />3- <br />2-6 <br />900 <br />5-8 <br />4-0 <br />TEE OUTLET <br />- 0 <br />2'- 0 <br />TEE OUTLET <br />4' - <br />4 - <br />DEAD END <br />- 0 <br />DEAD ENO <br />8 LINE <br />12 LINE <br />zz I <br />z' - on <br />2`- o' <br />22 I/ ' <br />3` - o' <br />3'-- ON <br />45• <br />3- 0 <br />-5 <br />43• <br />4- <br />4 -- 0 <br />TEE OUTLE <br />3 - fs <br />3- <br />TEE OUTLET <br />3'- 6 <br />gTES, I. All thrust blocks shall be poured <br />against undisturbed soil and shall <br />be Clad "13" Concrete. <br />2 Thrust block dimensions were <br />calculated to allow a sail <br />bearing valve of 1,000 pounds <br />per square fad. <br />%-0-21- 0 <br />5 $are On side <br />RLAN opposite thrush <br />Cast Iron Wo11 Blesr►e � "•"" <br />,•RNINFORCING DETAIL <br />Nub or Flares EMs •';t <br />ELEVATI <br />. T <br />FILE NAI E DRAVVER k1t l: f <br />FOR N <br />3" Arc. placed at time <br />of street construction <br />Extensions <br />Cost iron Lid <br />tile- proal <br />se , machined <br />"at" sur ace <br />« a« <br />Typ. <br />Wsh*4 Grade <br />30 <br />FOR -EXIST, ;TREETS <br />N <br />NEW STR9ETS <br />Concrete Bast to be <br />around Valve Box • <br />Concrete Basenot <br />necessary when Valve <br />Sox is located in back <br />m of sidewalk. <br />NOTE <br />I. Valve box and Lid shall be Christy Na 0 5, Brooks No: I R T or 4- TT, or equal . <br />2. An Lids and Grade Rings shall hove machined seating surfaces . <br />3. Extensions shall be as manufactured for the Valve Box supplied or A.C. Pipe of correct <br />size can be used. See Note S. <br />4. If Volve Sae placed after roadway is paved, construct concrete base to finish grade. <br />S. Steel Sleeve Extensions with 2" steel logs (min. of 3) welded to a steel sleeve and <br />embedded in concrete may be as an alterools. If used in streets, the top 9" shall <br />be as shown above. <br />- <br />Valve Box, Fro" OW Lid, <br />Christy 6-0 Traffic Valve Box or equal. <br />• •e • •a• •e• • �' ..:' <br />i..y •Q. <br />' •'• Coecrets <br />Asbestos ' • , SlOck <br />2' GOIX Nlpple <br />Cement Pips <br />2' Sig. Street Val" 1Vut <br />a Gale. Street Eli <br />: • <br />2" Brame Gate Volvo <br />Cost Iron Pips ' : • <br />2" Bronze Nipple <br />e ':; • <br />Cast Iron Pkg tapped 2" <br />Refer -to TRUST EL.00K DETAILS for Size. <br />ELE ATI N <br />E.P <br />Street R/ W <br />tiraWN! tee Future Rockwell 3 Metero: <br />Satte�+e of DWA t• <br />"'t 36" Reber with <br />Odom .. 2 how clomps 12" *part <br />Carperetl*m 2" Min. Cove Uelow bottom <br />R or ditch (it any) <br />ServIco <br />CkkWq (I" or larger) <br />.MLI.Lwi <br />I. <br />Phzstic <br />pipe <br />for I" I.D. service shall be ultra high molecular weight { UHMW ) <br />Polyethylene <br />as manufactured <br />by "Driscopipe", "Orangeburg" or approved equal <br />with minimum <br />pressure rating <br />of 160 psi. <br />2. <br />Plastic <br />pipe <br />for 2' I. D. service shall be IDS 2110 Polybutylene or approved <br />equal <br />with <br />minimum pressure <br />rating of ISO psi. <br />36 <br />Corporation <br />stop shod have <br />corporation cock threads. <br />4 <br />Angle <br />shall <br />have wAvW rut <br />and lock wings. <br />5. <br />Rime <br />shall <br />be vertically pknrtbed. <br />6. <br />Service <br />so."* shall be required <br />for the 2" service tap. <br />7. <br />Mueller <br />Instt-Iih <br />oonnek.•tion <br />shall conform to ASTM Designation D 209. <br />C?M <br />I Conc. Th <br />6' jg A. C. I <br />by Ring -Tito Adaptor <br />squired ) <br />fed or Flanged by <br />is Gate Val". <br />... A .da I I Tat or Equai. <br />o VALVE Sox DETAIL <br />inC! � Break -Off <br />Concreti 00 <br />Anchor Block <br />Conk. Thrust BIaCk- <br />Refer to Thrust <br />Block Detail <br />� ` Hydrants droll be placed with '*4;J"outlet facing <br />directly towards the street. <br />2 Fire Flydrants shill be clean and free of concrete. <br />3. Residntiah Flre Hydrantto be "Rich 960" (2- 2i» <br />!3 I - 4 � outlets ) or approved equal . <br />4' Or other size os required by the local Fire District. <br />W <br />ATER_ SERVICE FIRE HYDRANT <br />PUBLSHEET NO, <br />IC <br />WATER LINE EXTENSION IN <br />COUNTY SERVICE AREA N0. 12 <br />DEPARTMENT OF <br />WORDS <br />SAN JOAQUIN CALIFORNI <br />FL'(NN -- a_LIN U A T E__—Z.=Rv SCALE ____._...------------__-----� APPROVED BY: DATE - <br />ENGINEERING <br />DESIGNED BY C.W.F. <br />—�—SUi�`�I'rYING .�. <br />234• WESTHAR®INS WAY DRAWN BY J.D.L. <br />cwlAR�.>ws W. FLYNN�._.. .�.._._.._�.. _ ----- —,i0B NO.STC?CKTG¢, CALIFORNIA _TRACED BYS _ DIRCTOR OF LIC WORKS ao�2 <br />P`' C-24692 AN JOADUIN COUNTY <br />i209) 46�-0245 CHECKED BY � �I <br />