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Const. <br /> Place dbl. layer of 1 .5' <br /> 6"x6" —W1 .4xW1 .4 E.P. I E.P. See Note Below <br /> welded wire fabric �6 (Typ•) 12f- 12t <br /> h Existing Surface <br /> with 6" overlap <br /> at joint. ,- <br /> , — — - =2% X08, �% <br /> 12"0 RCP -- <br /> (Class IV) Existing Roadway <br /> 0.50' Asphalt Concrete <br /> Pour Class B Concrete Existing A.C. Surface A.C. Leveling Coarse <br /> collar to connect pipes PAVEMENT REPAIR DETAIL <br /> as shown. Sta. 164+00 to Sta. 175+50 Sta. 221 +00 to Sta. 223+25 <br /> Existing 12"0 RCP Sta. 189+50 to Sta. 196+50 Sta. 226+75 to Sta. 232+00 Note: Width, length and locations to <br /> Sta. 204+50 to Sta. 206+50 Sta. 239+00 to Sta. 241 +50 be determined by the Engineer. <br /> Sta. 216+50 to Sta. 218+00 Sta. 255+00 to Sta. 260+50 <br /> PIPE CONNECTION DETAIL LEVELING DETAIL <br /> (N.E. Corner Copperopolis Road) <br /> Conform ® E.P. Conform ® E.P. R=Conform to <br /> existing radius <br /> o <br /> i <br /> co <br /> o D o ,� '\ P N <br /> C7 <br /> D <br /> � O <br /> a <br /> N <br /> n <br /> w <br /> Place 12"0 R.C.P.(Class IV)—See notes below <br /> ;a rExisting Width <br /> a Conform Conform <br /> o z 12' Min. Existing Width <br /> N 3 Notes: 1 . R & D exist. pipe. Place 40' L.F.-12"0 <br /> m 0.30' Asphalt Concrete over shaped at Sta. 221 +75 Lt. Variable depth Asphalt Concrete <br /> and compacted native material. 2. R & D exist. pipe. Place 48' L.F.-12"0 over existing paved driveway. <br /> Existing A.C. may remain in place. at Sta. 226+08 Lt. <br /> N A 3. Flowline Elev. to be determined by the TYPE E <br /> D TYPED Engineer. <br /> M <br /> M <br /> A TYPICAL DRIVEWAYS <br /> z ESCALON—BELLOTA ROAD RESURFACING Sheet No, <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS (Copperopolis Road to 2.0 Miles North) 5 of 6 <br /> Drawn By Date Project Engineer Date Check d Date Submitted I Dcte A al commended Dcte <br />