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Last modified
7/15/2024 8:50:57 AM
Creation date
1/23/2016 12:38:06 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Copperopolis Road Resurfacing
Limits
Duncan Road to Hewitt Road
Year
2001
Project Engineer
Dwayne Sabiniano
Roads Worked
Copperopolis Rd.
Red Lines
No
Federal #
STPL-5929(112)
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP2252 - SP2263
Type
Resurfacing
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See Note Below EP Conform ® E.P. EP Conform 0 E.P. <br /> T _ <br /> Existing T <br /> Surface 1 .1 11.1 8 lP <br /> Conform R =Conform to \ / <br /> Note: Conform <br /> Existing Width existing radii. <br /> Width, length and locations 0.40' Asphalt Concrete 12' Min. <br /> to be determined by the <br /> i <br /> Engineer. 0.30' Asphalt Concrete over Variable—depth Asphalt Concrete <br /> n 9 shaped and compacted native over existing paved driveway. <br /> PAVEMENT REPAIR DETAIL TYPE TYPE E <br /> TYPICAL DRIVEWAYS <br /> Note: <br /> 0 <br /> o Sto. 469+70 (Lt.) — Portion of concrete driveway shall be <br /> A Const. Var. Depth Pipe removed from the edge of pavement to the nearest joint <br /> $ o Shld. Backing Length 9'± as directed by the Engineer. Where required, concrete shall be <br /> N <br /> m �2, saw cut to provide a neat and straight line. <br /> n a - - - - <br /> IStructure Backfill Ste. 482+72 <br /> ° <br /> Place A.C. Misc. Areas Existing <br /> i (0.40' Thick) Surface <br /> $ Refer to S.P. D97A <br /> & S.P. D97E for <br /> 0 6" 957 Relative <br /> 8 coupling details. Flow Line to be7 �(T PJ <br /> _ Y Compaction <br /> level with exist. pipe. <br /> PIPE EXTENSION <br /> Remove approximately 2 L.F. of damaged pipe O <br /> at specified locations and connect to existing. <br /> Crass Drain Extensions _ , 1 0 D-�.�1 <br /> Duncan Road (North) — Place double —30"0 X 10 L.F. C.S.P. (0.109" Thick) Il[ <br /> Fine Rood (Northwest car.) — Place 22" X 13" X 12 L.F. C.S. Pipe—arch O.D. + 2'� �14yk <br /> (0.109" Thick) L <br /> � o Fine Road (North side/Southeast car.) — Place 2-22" X 13" X 10 L.F. <br /> TRENCH DETAIL <br /> o C.S. Pipe—Arch (0.109" Thick) <br /> Various Locations * Dip. 3731/02 f <br /> f Sta. 483+11 , 21' Rt.t — Place 12"0 X 9 L.F. C.M.P. (0.109" Thick) Refer to S.J. Co. Imp. Std. No. R-29 <br /> A 9th. CMI Xyl <br /> `w Cross Drain Replacement Op CAUEO <br /> A z Ste. 482+72±, CE — Place 18"0 X 68 L.F. R.C.P. (Class V) <br /> o to replace existing C.M.P. <br /> COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION DETAILS COPPEROPOLIS ROAD RESURFACING Sheet No. <br /> Q (Duncan Road to Hewitt Road) 10 of 12 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE DATE SUB ITTED DATE APP OMMENDED DATE <br /> I2, 5abnlano 8/ 00y.ea '�A2or �n�l r0 /�e f W"/ <br />
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