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0.25' A.C. Overlay 100' A.C. Trans. _. ._ _ 0.17' A.C. Overlay_ <br /> Const. 24"Dia. S.D.I.m <br /> Place 24"Dia. Frame and Csvie o <br /> Approx. Grate Elev. 98.50 + Place Q9 LF.x12"Dia. <br /> Exist. C.G.& S. to (Conform to finish A.C. surface.) a0 � Alt. Pipe <br /> Q� remain in place (Typ.) c� o N <br /> QQ 3� Cons. \� - - - - - - mwN \ <br /> $ (TYPO / OT Vj j Q r8' x —* a E.P. <br /> 0.08 — - - — <br /> � 0.00 - - -. - '� - - - ,- -- n �, -- - - - - - - - - -- - - G - - - - - - - - � -: <br /> . . . . _�. . r - ------ -- - - _ <br /> - - - - - - o.00' - - - - - - - - - - O � 53 <br /> — Type G <br /> 1 48 49 50 / 51 <br /> o . . <br /> I- - - -� - - - - - 0.08' _ <br /> • /� Exist. TP to <br /> Exist. C.& G. to 8 urn Bench Mark % Place Tx10' remain in place. - - E.P. <br /> remain in place (Typ.) Painted square / 9u A.C. ramp <br /> T.O.C.=99.36 + <br /> - r. <br /> a D � <br /> o. D a..c 102 <br /> m v - <br /> P <br /> c <br /> m <br /> XX <br /> XXX_ rxist <br /> o m _ Existing _ <br /> o - x� Utility Vault Conform 100 <br /> - - - - - - - - <br /> J — — 1 <br /> Inv =97.80 - at Dwy. I <br /> e <br /> Note: Existing S.D.I and <br /> cross drain not shown '. <br /> N ;T <br /> N <br /> -- or clarity 98 <br /> gn0 p036 \ <br /> QTeL.,Cable (Location..`. pprox,) <br /> Approx. Elev. Inv.=97.COnSt. /i00 <br /> (Conform to existing crossdran flowline) 96 <br /> p <br /> A50 51 52 53 <br /> Vertical Scale: 1 "=2' Shape existing ditch to flow to pipe <br /> A G Horizontal Scale: 1 "=100' inlet. Payment for shaping ditch shall <br /> be at Force Account. <br /> M NOTE: Contractor shall be responsible for verifying the location of all <br /> Z existing underground utilities and shall contact the respective <br /> Utility Companies prior to commencement of work. <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN AND PROFILE TUdt ROAD RESURFACING sheet 10 <br /> (Brandt Road to Hammond Street) 5 of 10 <br /> DRAWN BY DATE I PROJECT AENGINEER DATE CHECKED DATE I SUBMITTED DATE APPR A 5KOMMENDED I PArE <br /> TrawN Gtr C � 6/alae M�/�ap O 4,514 W <br />