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0.25' 50' A.C. 0.35' 50' A.C. 0.25' <br /> A.C. Overlay Trans. A.C. Overlay Trans. A.C. Overlay <br /> 0.08 1 1 <br /> Conform 20'± m ur <br /> Modify Existing Drainage Facilties > <br /> Sta. 47+56 Extend Cross Drain (Lt.) ti o _ + + <br /> Remove 0.5' damaged end & place 7 0.00 0 0 <br /> L.F. of 12" Dia. C.S.P. (0.079" Thick) W/ m <br /> Coupling per S.P. D97A & D97E. o rn `r Const. <br /> o_ a <br /> Const. + I New E.P. (TYP•) <br /> afl <br /> o 01 rn m m m m <br /> DAVIS Exist. E.P. ROAD <br /> _ 47 _ 62 63 <br /> 0 <br /> 64 (Typ.) 94 <br /> m al rn A m m m <br /> 0 <br /> w a <br /> a Sta. 62+91 <br /> Adjust Monument <br /> 6'± (Typ.) Frame and Cover n New E.P. (Typ.) <br /> o Modify Existing Drainage Facilities <br /> n Modify Existing Drainage Facilities <br /> Sta. 47+56 Install S.D.I. (Rt.) in Limits of Earthwork (Mist. Areas Type 2) y g g <br /> R &--6 Existing S.D.I."Extend existing �0 0.00' Sta. 93+77 Install S.D.I. (Rt.) <br /> Cross Drain with 7 L.F. of 12" Dia. o Place new 18" S.D.I. with frame and <br /> C.S.P. (0.079" thick) with coupling grate 21' Rt. Connect to existing 24" <br /> S.P. D97A & D97E. Construct newS(/ S.D.I. with 7 L.F. of 12" Dia. C.S.P. <br /> 18" S.D.I. 21' Rt. and connect with Conform zp'± /% (0.079" thick). 18" S.D.I. grate elevation <br /> o <br /> extended Cross Drain. Relocate existing .08' to match existing 24" S.D.I. cover Elev. <br /> frame and grate to new S.D.I. Maintain �� RYAry Adjust existing 24" S.D.I. frame & cover <br /> In <br /> existing rate elevation. y to rade. <br /> ' 9 9 � �� ®� �! N G W No. C23341 a g <br /> . a A.C. (Misc. Areas) EV, 12-31-05 A.C. (Misc. Areas) <br /> N f Place 10' X 10' X 0.30' deep A.C. <br /> A Apron around new S.D.I. 1_ _L "9lF CI v0. p2� Place 10' X 10' X 0.30' deep A.C. <br /> T _ . Q> Cpl\f Apron around new S.D.I. <br /> COUNTY OF SAN JOA UIN PLAN DAVIS ROAD IMPROVEMENTS sneer Na. <br /> Q NO SCALE (State Highway Route 12 to Turner Road) 4 of 8 <br /> DRAWN BY DATE PROTECT ENGINEER DATE N bVE SUBMITTED IIDATE APPROVAL RECOMMENDED GATE <br />