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Const. <br /> Earthwork Misc. Areas <br /> (Swale) 17' 2' <br /> EP <br /> 0.5' (Typ•) 2 0.17' A.C. <br /> Overlay — — <br /> r = -J <br /> — — — <br /> Existing Grading Plan Exist. Rolled Curb to <br /> Ground Shoulder Backing Remain in Place <br /> SHOULDER DETAIL 1 LONGITUDINAL PLANING DETAIL 1 <br /> Note: Contractor is to plane oil Asphalt Concrete <br /> Oakwilde Ave. (Sto. 22+25 to Sta, 22+85) Pavement adjacent to Gutter Lip to a depth of 0.10' <br /> (Lt. Side Only) (Swale= 4' wide) below the Gutter Lip. <br /> Cole Drive <br /> Sto. 10+39 to Sto. 17+98 (Both Sides) <br /> Sta. 18+74 to Sto. 21 +83 (Lt.) <br /> D Sto. 18+74 to Sto. 20+32 Rt.) <br /> Const. <br /> m Const. <br /> z <br /> D <br /> New Edge of <br /> Pavement shall Confor9' 2' 9' <br /> to Existing Surface <br /> `v= 0�,5 <br /> 0.17' A.C. <br /> L - - - - - - - - - - Overlay <br /> Exist. Concrete Walk See Planing Detoil 2 — — — — — — — — — <br /> to Remain in Place Exist. Concrete Walk <br /> (0'-1'± from EP) to Remain in Place Grading Plane <br /> N PAVING DETAIL (0'-1 '± from EP) <br /> LONGITUDINAL PLANING DETAIL 2 <br /> X Oakwilde Ave. (Sto. 21 +78 to Sto. 22+42 Lt.) Note: Contractor is to plane (0.35'±) all Asphalt Concrete <br /> Pavement adjacent to Existing Surface to a depth of <br /> X \ 0.17' below the Exisiting Surface. <br /> Ookwilde Ave. (Sto. 21 +78 to Sto. 22+42 Lt.) <br /> z <br /> o <br /> COUNTY OF SAN JOAQUIN NO SCALE Construction Details Oakwilde Avenue and Cole Drive Resurfacing Sheet No. <br /> (Morada Lane to Ashley Lane) 9 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />