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L EP Conform ® E.P. <br /> CO/ISL �±2 12' �Variesl r -- <br /> +4' 1 :1 <br /> Conform <br /> --»� 12' Min. <br /> Existing Width <br /> Refer toS.P. D97A <br /> & 097EE for 0.30' Asphalt Concrete over shaped <br /> coupling details. R&D 2 LF.+ Damaged C.S.P. Place a catch and compacted native material. <br /> and place 5 LF. of 12 '0 C.S.P. basin filter <br /> v According with plans locations. TYPE D <br /> 0 <br /> C.S.P. EXTENSION DETAIL Note: NOTE: Portion of existing concrete driveway from <br /> i The Storm Drain inlet Protection edge of pavement to 4' beyond shall be removed. <br /> n COOLIDGE AVENUE unit (Catch Basin Filter) is to Concrete shall be saw cut to provide a neat straight <br /> remain in place and functioning <br /> H o Sta: +14+50 (12' Lt.) joint at the conform line. <br /> from the beginning of the working Removal of concrete shall be considered as included <br /> days until the end of the project. <br /> m in the contract Lump Sum unit price for Clearing and <br /> o = <br /> PROTECTION FOR Grabbing. <br /> CansL <br /> ut m Concrete Driveway <br /> Limits of Clearing & Grubbir EXISTING DRAINAGE INLET 16 S. Wagner Ave. Sta: 37+65f (Rt.) <br /> 16,0 <br /> 0 <br /> 10' 6' <br /> 0 <br /> Conform ® E.P. <br /> EP <br /> o --- — 4" Min. Existing <br /> Surface _ <br /> R R <br /> Grading Plan Exist Vertical nor Rolled ,,fit i � — — <br /> to remain in placeXj",(f'j j� <br /> LONGITUDINAL PLANING DETAIL p alt R=Oangfora , Conform <br /> 0 50" Ash existing radii <br /> Concrete <br /> DRAKE AVENUE Note: Variable depth Asphalt Concrete <br /> Sta: 0+70 to 21+77 Lt. Width (4' Minimum) <br /> Approximate dimensions used for estimating purposes over existing paved driveway. <br /> v Sta: 25+56 to 26+06 Lt. are available upon request. Dimensions and locations <br /> Sta: 0+70 to 26+06 Rt. are subject to change at Engineers discretion. TYPE E <br /> SIXTH STREET <br /> p r A Sta: o+so to 13+49 (Lt.& Rt.) PAVEMENT REPAIR DETAIL TYPICAL DRIVEWAYS <br /> Note: Contractor is to plane all Asphalt Concrete <br /> �J z Pavement adjacent to Gutter Lip to a depth of 0.08' <br /> p , o below the Gutter Lip. <br /> IN NO SCALE CONSTRUCTION DETAILS EAST STOCKTON STREETS RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN <br /> Adelbert, Coolidge, Carroll, Dawes, Wagner, Drake Avenues & Sixth Street 13 of 15 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Silva 10/04 <br />