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12" Standard frame and Conform ® E.P. <br /> Dia. or Sq cover assembly EP <br /> A.C. Overlay (Refer to SJCO Std. <br /> 6" Dwg. CW—M1.) <br /> 4. See Note Below <br /> Existing <br /> 6" Surface Conform <br /> � 3�� 6 / Existin Width <br /> PCC <br /> / ; 12' Min. <br /> TYPE <br /> Undisturbed �. Exist. survey monument 0.65' Asphalt 0.30' Asphalt Concrete over shaped <br /> basement soil Concrete and compacted native material. <br /> to remain in place and P P p <br /> . ,_ undisturbed. <br /> PAVEMENT REPAIR DETAIL ' Sta. 31+33 (Lt.) = 10' <br /> SURVEY MONUMENT DETAIL Nate: Width (4' minimum), length NOTES FOR TYPE D DRNEWAYS <br /> and locations to be determined <br /> by the Engineer. Sta. 31+20(Rt.) — Saw Cut and Remove Concrete <br /> a --,. 17'± from centerline of const. (Approx. 13 S.Y.) <br /> Sta. 32+10(Rt.) — Saw Cut and Remove Concrete <br /> J. QasPpr 17'± from centerline of const. (Approx. 13 S.Y.) <br /> 9 Sta. 34+42(Lt.) — Saw Cut and Remove Concrete <br /> 25'± from centerline of const. (Approx. 14 S.Y.) <br /> o — — —e" ---- — Total: 40 S.Y. <br /> z Const. A Conform <br /> g , K zs f� Conform O E.P. <br /> om e' , EPAll— <br /> x 5• <br /> o ' t 10 g R R <br /> 1 Elev. <br /> Confo m Im9Ebv. <br /> 1 <br /> A EP Ilk Conform <br /> T i fisting Roaewoy Conform O E.P. <br /> 0.25' Asphalt Concrete Existin Width <br /> Place 20' x 12" diameter C.S.P te' (Lt.) <br /> 0.30' Aeplwx Concrete 0.25' Asphalt Concrete 12' Min. <br /> Existing ditchrn PE C <br /> SECTION A—A Variable depth Asphalt Concrete <br /> Ajo over existing paved driveway. <br /> > NOTE: The contractor is to excavate two areas 10' north and south of the new 12" Dia. CSP, similar in shape to the existing ditch. R = Conform to Existing <br /> f The ditch flow line is to be the some as the pipe elevation. The cost for this work is to be included in the cost of 12" g <br /> n Dio. Corrugated Steel Pipe item. <br /> Radii. <br /> 44 M, DRIVEWAY DETAIL <br /> 31 +33 (Lt.) TYPICAL DRIVEWAY DETAIL <br /> COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION DETAIL POCK LANE RESURFACING Sheet Na. <br /> Q .(1,100'± S/0 Carpenter Road to 300'± N/O Eleventh St.) 5 of 6 <br /> DRAWN BY DATE /PROJECT ENGINEER DATE CHEC ED DATE SUBMITTED DATE APWOYAL AtCQMMENDED COTE Ye <br />