Laserfiche WebLink
� I <br /> 0.30' Asphalt Concrete /\ m <br /> over shaped and <br /> compacted native material Conform ® EP A <br /> Existing d9� <br /> ---- _ EP _ j Drivewy j 6 (Ty //\�/ m Q ' �\ co�v <br /> -I------I-I----- - -I--1-I-I-I,11" /\ <br /> - ---- -- - -I-I-I-- -- ---I-I-I ' / // / // // // // // // // // // // // // // / 45'f <br /> -I-I-I-I-I-I <br /> 4 <br /> -I-I-I-I-I-I-I-I-I-I-I-I-I <br /> Const <br /> Conform <br /> -I-I-I-I-I-I-I-I-I-I-I-I-I-I-I <br /> H A R D I N G W A Y <br /> Conform TYPE D + <br /> 17 18 <br /> Existing Width A <br /> 12' Min CL <br /> Const <br /> 20' Right of Way <br /> Variable depth Asphalt SECTION A—A <br /> Concrete over existing Limits of Clearing 2 4' 10't <br /> paved driveway Conform ® EP Existing and Grubbing 0.25' Shoulder- <br /> Ground and Earthwork Conform Backing <br /> EP_ __ (Misc Areas) 8/ Var <br /> 11 1 <br /> ------------- --- -- z <br /> R R 4' o Existing Roadway <br /> N Total = Approximately 105 LF L ___ I <br /> N <br /> Conform TYPE EEARTHWORK (MISCELLANEOUS AREAS <br /> 0 <br /> D <br /> DRIVEWAYS <br /> Ei <br /> Belvedere Avenue, Harding Way i c <br /> and portions of Golden Gote Avenue and Vine Street 0- i 4' Minimum <br /> Existing Note Below) <br /> "' o Surface <br /> Note: Portion of existing concrete driveway shall be Z to <br /> removed 4' from the edge of pavement. 0.08' Var Conform 00000000 0 0 0 0 0 0000000 ---- <br /> Concrete shall be saw cut to provide a neat 00000000000000000000 <br /> joint at the conform line. <br /> 25' R R 25' <br /> AC Trans 10.50' Asphalt Concrete <br /> a <br /> Concrete Driveways o.00' <br /> BELVEDERE AVENUE Sta 14+14 (Right) Note: Approximate dimensions and locations <br /> used for estimating purposes are <br /> HARD/NG WAY Sta 17+13 Ri h �` K R available upon request. Dimensions <br /> ( g \� - 0 J E C T S T R E E T and locations are subject to change <br /> � Sta 18+70 (Righ4a�,,,-,.= �, � ��^'_ J 9 <br /> e <br /> n J at Engineer's discretion. <br /> m Sta 24+68 (Righ :i 'Ly_ � -, - -�— -- <br /> Sta 25+86 (Right`) TYPicAL INTERSECTION DETAIL PAVEMENT REPAIR DETAIL <br /> Sta 26+72 (Right -- ��i See Plans for Locations) <br /> r <br /> r r r;;,L_rid ` erl <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS ALPINE HEIGHTS & GIANONE PARK AREA RESURFACING S7 of N4. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPR V L RECOMMENDED DATE <br /> L. Aguilar 12110 v it It Ito <br />