Laserfiche WebLink
Bride No. 29C-037 <br /> n n <br /> 242 251 252 <br /> — — — ----- <br /> LJ <br /> 17 See Detail A <br /> 37.5' 25' this sheet <br /> Place Terminal System 100• <br /> (Type SRT) Place Wood Posts Std. <br /> Refer to S.P. A77L for detailsEarthwork (Misc. Areas — Type 3) <br /> (Typ. 4 Locations) Approach Railing Transition [To be paid as Earthwork (Misc. Areas — Type 2)] <br /> " Refer to S.P. A77F & A77J Refer to S.P. A77F and Detail 2 on Sheet No. 2 (Typ. 4 Locations) <br /> o for details. (Typ. 4 Locations) <br /> 0 <br /> RAILING DETAILS <br /> g Standard 25' Approaching Backfill cavity from existing rail post removal <br /> Roiling Transition per S.P. End Section with Imported Borrow, placed in 12" lifts <br /> o Connection Detail B thoroughly moistened and mechanically compacted <br /> 3'-1 1/2- 13--1 1/2" per S.P. A771 (Typ.) <br /> Exist. Curb Conform @ E.P. <br /> 4' Minimum <br /> Existing EP <br /> n � Surface <br /> R R ro <br /> i <br /> Wooden Block <br /> V. 0.40' Asphalt Conform <br /> (Shim) Concrete Exist. Width <br /> s1 115 Min. <br /> Exist. Bridge Abutment <br /> PAVEMENT REPAIR DETAIL DRIVEWAYS TYPE E <br /> x, Note: Width (4' minimum). Approximate dimensions Variable depth Asphalt Concrete <br /> 5 DETAIL A used for estimating purposes are available upon over existing paved driveway. <br /> a request. Dimensions and locations are subject to R = Conform to Existing Radii. <br /> _ (Typ. 4 Quad. Locations) change at Engineer's discretion. <br /> COUNTY OF SAN JOA UIN NO SCALE RAILING AND PELTIER ROAD RESURFACING Sheet No. <br /> Q CONSTRUCTION DETAILS (Devries Road to Bender Rood) 5 of s <br /> DRAWN BY DATE I PROJECTNGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />