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r <br />ExlsT►Ns -.SToRm DRAIN A.N. <br />+ To REMAIN IN PLACE <br />L= -- — — — — <br />EXI5TING Z4" 0 •`_— I'I <br />P.V.C. (SPIRAL WOUND) <br />SEWER PIPE 5. <br />I I <br />A M.H. A-4 <br />7e M.H A-3 •� <br />ExisTING 21"8 <br />8e Ductile'Iron Ripe I P.V.C. (SPIRAL. WOUND) <br />(' I SEYVBR PIPE <br />�! II <br />I� <br />PLAN <br />ExISTIM ZI" SMR" Oulu <br />P"V.C. (019" WOUND) <br />SEWER Arps' T0,bE---- <br />&MOVED WITHIN MANHOLE <br />I <br />w - <br />FLEXIBLE <br />Z_ ri JOINT (TYP,) <br />F- <br />J z <br />i z <br />PLUS <br />, <br />r'L �•p,. .. /4a d`�i 114� <br />SECTION A -A <br />RATION MAI <br />4" Y. C. P. Risen <br />STANOARo 48" M.N. CARREL <br />U AzAMe & CoYm <br />Pfade ?0,LF of 6'0 Ductile <br />Iran Pipe <br />r <br />0 <br />��— Variable <br />12' <br />COMBINATOW <br />WYE AND ye" FEND <br />5E1ven. SL*vla6 L►Tza^L (4"ve. <br />A,a Mme. Aesasl <br />Tow" scomm m ansa Existing pent <br />Compact In 12" max. layers 71z to a min. relative compaction, —T_of 90% under pavement , <br />Variable <br />01 <br />ct in 2emax. lay. <br />, . minimum <br />o—, <br />• ���relativecompaction <br />. <br />of %"MM : • <br />..to a minimumjW relative compaction <br />10" O.D. 10" <br />Max" Mox <br />0. D"+ 20" Max. <br />UNDER PAVEMENT OUTSIDE SHOULDER I <br />PLUG END - , <br />COUPLING — AND SHOULDER <br />NoTE : a)1$ A.B.S. PIPE Is UacD Fast 5evvER ` SER- Rom AS REgUIRE j <br />vice LATBRAL. THE CoMR)mxrlori WYQ ,' Va . — NOTES: <br />p MAIN SEWER LINE I. Relative <br />VENA 7ND RISER gl1ALL. SE A.B.S. FACT1,ItY 45° ELBOW AS REgWRFD / _= compaction of materials shall be tested by the State of California, <br />MOULDED FITTING . h) REFER To CITY OFSTOCKTON "T" BRAND. Dept. of Transportation Testing Manual, test method No. California 216 or 231.. <br />,q 2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />STANDARD PLAN 64 FoR ADDITIONAL ReQwaEMENrs. 3. Piny and, jef�i� May bePermiffed with a fhr� ymr �1�rir7f�narrce �r�d. , <br />TYPICAL SEWER. SERVICE LATERAL. = _ -/= �'- A.C"pA U3NWAi�ABLE <br />( NO SALE) TllkkrMM <br />t 0.90�' `'I* ice' ilk <br />AWN BY DATE pROJECT ENGINEER DATE CHECKED <br />ILE INDEX No. S U �(2,11 <br />RUCTION <br />ALLOWABLE ALTERNATIVE PIPE TYPE A VITItIFt CLAY, PtRE EXTRA; <br />'� SfiREN(i1TH. <br />AEAYI.DNITRILE—BUTADIENE—'3TYRENE1 <br />(A.B.3.) SEWER PIPE; SDR 35 <br />— POLYVINYL CHLORIDE (`Ir.V.C,) SEWER <br />PIPE SDR 36 <br />Sk4T DfON 'duCT�t i ' IRON PIPE " <br />-- ASPHALT CONCRETE <br />LOCATIO UA14TITY <br />8" Dia. Alt. Sewer pipe (TYPE A) 316003 Sq.YD.5 <br />(MAIN LINE) <br />4" Dia. Seweripe 300 Sq• rDs <br />(Laterals within 0Ovement area Total 3,900 5Q. YP"5 <br />8' DIA. Alt. SEWER <br />PIPE (TYPE A) <br />UAtVTITY <br />L CO ATION <br />IIUANTITY <br />Clayton'Avenue <br />2008 <br />L.F" <br />b <br />1901 <br />LrF. <br />Mourfield Avenue <br />2691 <br />��— Variable <br />12' <br />COMBINATOW <br />WYE AND ye" FEND <br />5E1ven. SL*vla6 L►Tza^L (4"ve. <br />A,a Mme. Aesasl <br />Tow" scomm m ansa Existing pent <br />Compact In 12" max. layers 71z to a min. relative compaction, —T_of 90% under pavement , <br />Variable <br />01 <br />ct in 2emax. lay. <br />, . minimum <br />o—, <br />• ���relativecompaction <br />. <br />of %"MM : • <br />..to a minimumjW relative compaction <br />10" O.D. 10" <br />Max" Mox <br />0. D"+ 20" Max. <br />UNDER PAVEMENT OUTSIDE SHOULDER I <br />PLUG END - , <br />COUPLING — AND SHOULDER <br />NoTE : a)1$ A.B.S. PIPE Is UacD Fast 5evvER ` SER- Rom AS REgUIRE j <br />vice LATBRAL. THE CoMR)mxrlori WYQ ,' Va . — NOTES: <br />p MAIN SEWER LINE I. Relative <br />VENA 7ND RISER gl1ALL. SE A.B.S. FACT1,ItY 45° ELBOW AS REgWRFD / _= compaction of materials shall be tested by the State of California, <br />MOULDED FITTING . h) REFER To CITY OFSTOCKTON "T" BRAND. Dept. of Transportation Testing Manual, test method No. California 216 or 231.. <br />,q 2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />STANDARD PLAN 64 FoR ADDITIONAL ReQwaEMENrs. 3. Piny and, jef�i� May bePermiffed with a fhr� ymr �1�rir7f�narrce �r�d. , <br />TYPICAL SEWER. SERVICE LATERAL. = _ -/= �'- A.C"pA U3NWAi�ABLE <br />( NO SALE) TllkkrMM <br />t 0.90�' `'I* ice' ilk <br />AWN BY DATE pROJECT ENGINEER DATE CHECKED <br />ILE INDEX No. S U �(2,11 <br />RUCTION <br />ALLOWABLE ALTERNATIVE PIPE TYPE A VITItIFt CLAY, PtRE EXTRA; <br />'� SfiREN(i1TH. <br />AEAYI.DNITRILE—BUTADIENE—'3TYRENE1 <br />(A.B.3.) SEWER PIPE; SDR 35 <br />— POLYVINYL CHLORIDE (`Ir.V.C,) SEWER <br />PIPE SDR 36 <br />Sk4T DfON 'duCT�t i ' IRON PIPE " <br />-- ASPHALT CONCRETE <br />LOCATIO UA14TITY <br />8" Dia. Alt. Sewer pipe (TYPE A) 316003 Sq.YD.5 <br />(MAIN LINE) <br />4" Dia. Seweripe 300 Sq• rDs <br />(Laterals within 0Ovement area Total 3,900 5Q. YP"5 <br />8' DIA. Alt. SEWER <br />PIPE (TYPE A) <br />UAtVTITY <br />L CO ATION <br />IIUANTITY <br />Clayton'Avenue <br />2008 <br />L.F" <br />Downing Avenue, <br />1901 <br />LrF. <br />Mourfield Avenue <br />2691 <br />L.F. <br />Odell Avenue, <br />L721 <br />L.F" <br />Turnpike Road <br />3160 <br />L.F. <br />7 <br />Total 1tI18 <br />I0" DIA. Alt. SEWER PIPE (TYPE A) <br />LCCA' iom-QUANTITY <br />Downing Easement' Area 660 L.F <br />LOCATION <br />UAtVTITY <br />Clayton Avenue <br />4 each <br />4 <br />Downing Avenue <br />3 each ' <br />3 <br />Downing Easement Area <br />I each <br />Mourfield Avenue <br />7 each <br />7 <br />Odell Avenue <br />7 each <br />7 <br />Turnpike Road <br />12 each <br />12 <br />Total <br />34 each <br />SANITARY SEWER <br />No MANHOLE3 <br />(TYPE B) <br />LOCATION <br />QUAMITI <br />Clayton Ave. & Mourfield Ave, <br />' Intersection <br />I each <br />I <br />Downing Ave. & Mourfield <br />Ave. Intergecfion <br />( each <br />I <br />Clayton Ave. & Odell Ave . <br />Intersection <br />I each <br />I <br />Total <br />3 each <br />TDta1 37- <br />SANITARY SEWER LAMPHDLES <br />ocATION QUANTITY <br />Odell Avenue Sta.2•ZO I each <br />TurnpiKe Road Sto.16 •ti(l Ieoch <br />TOU 2 each <br />4" Dia. Sanitary Sewer Lateral Total 153 each <br />DATE SUBMITTED DATE AieM'IIOVAL fmvmMENt1E0 DATE .,,. <br />���y COUNTY OF SAN JOAQUIN !SCALE: NOTES AND DETALSJ I PROJECT <br />TAFT AREA SANITARY <br />SEWER SYSTEM! <br />SHEET TOTAL <br />NO. SHEETS <br />14 IS <br />0 <br />Z <br />