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F( FB F(: <br />Conform ® EP 0.30' HMA over shaped & Conform ® EP Variable depth HMA over Con m ® EP 0.30' HMA over shaped & <br />compacted native existing paved driveway compacted native <br />EP EP EP <br />1:1 <br />VCon*f( <br />rm � � Conform Conform <br />Existing Width I Existing Width <br />Existing Width <br />1 12' Min 1 12Min 12' Min <br />e <br />TYPE D TYPE E TYPE F <br />Const Const <br />Const <br />I _ Var EP**4' i Var EP *4' I Var EP *2' *2' <br />� Var <br />or _ (10% Max) o- rExisting <br />1LDwy <br />so <br />a� r— <br />m a Existing Roadway 0.30' HMA <br />nm no <br />SECTION A -A <br />yon **BELVEDERE STREET <br />rt m 6' ® Sta 14+97 (Lt) <br />E STREET <br />1' ® Sta 23+60 (Lt), 5' ® Sta 21+62 (Rt) <br />E 6' ® Sta 22+52 (Rt) <br />WILLIAMS STREET <br />6' ®Sta 11+56 (Rt), 7' ®Sta 16+54 (Lt) <br />COUNTY OF SAN JOAQUIN � NO SCALE <br />E <br />Var o <br />70%Max)ar 7 / / Ma U <br />ting Roadway <br />Variable Depth HMA <br />Exis <br />SECTION B—B <br />BELVEDERE STREET <br />6' ® Sta 15+32 (Lt), 7' ® Sta 12+07 (Lt) <br />8' ® Sta 12+55 (Lt) <br />E STREET <br />1.5' ® Sta 25+25 (Rt) <br />2' ® Sta 10+90 (Rt), Sta 23+82 (Rt) & Sto 24+99 (Lt) <br />5' ® Sta 10+85 (Lt) <br />WILLIAMS STREET <br />6' ® Sto 14+24 (Lt) <br />i � Existing <br />xisting Var 4% Var _LDwy <br />r <br />I' <br />r— J <br />30' HMA <br />Existing Roadway <br />A oA <br />SECTION L'rrt <br />E St: Sto 19+18 (Lt), Sto 19+48 (Lt), Sta 19+74 (Lt) <br />Sta 21+95 (Lt) & Sto 22+91 (Lt) <br />*1.4' ® Sta 22+91 (Lt); R&D AC Surface <br />Existing <br />Surface <br />4' Min <br />See Note Below <br />xisting <br />Roadway <br />L0.50' Hot Mix Asphalt <br />PAVEMENT REPAIR DETAIL <br />Note: Approximate dimensions and locations used for <br />estimating purposes are available upon request. <br />Dimensions and locations are subject to change <br />at Engineer's discretion. <br />CONSTRUCTION DETAILS I BELVEDERE AREA STREETS RESURFACING 2015 I Sheet No. <br />(Belvedere Avenue, E Street &Williams Street) 6 of 7 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />�ncentc�i �o/�s l <br />TYPICAL DRIVEWAY DETAILS <br />CONCRETE DRIVEWAY NOTE <br />Portion of existing concrete driveway shall be removed <br />from the edge of pavement at the following locations: <br />Belvedere Ave : 4' ® Sto 10+83 (Lt) <br />o <br />8' @ Sto 12+61 (Lt) <br />E St : 4' ® Sto 14+62 (Lt) <br />Concrete shall be saw cut to provide a neat joint at <br />rrn <br />the conform line. <br />COUNTY OF SAN JOAQUIN � NO SCALE <br />E <br />Var o <br />70%Max)ar 7 / / Ma U <br />ting Roadway <br />Variable Depth HMA <br />Exis <br />SECTION B—B <br />BELVEDERE STREET <br />6' ® Sta 15+32 (Lt), 7' ® Sta 12+07 (Lt) <br />8' ® Sta 12+55 (Lt) <br />E STREET <br />1.5' ® Sta 25+25 (Rt) <br />2' ® Sta 10+90 (Rt), Sta 23+82 (Rt) & Sto 24+99 (Lt) <br />5' ® Sta 10+85 (Lt) <br />WILLIAMS STREET <br />6' ® Sto 14+24 (Lt) <br />i � Existing <br />xisting Var 4% Var _LDwy <br />r <br />I' <br />r— J <br />30' HMA <br />Existing Roadway <br />A oA <br />SECTION L'rrt <br />E St: Sto 19+18 (Lt), Sto 19+48 (Lt), Sta 19+74 (Lt) <br />Sta 21+95 (Lt) & Sto 22+91 (Lt) <br />*1.4' ® Sta 22+91 (Lt); R&D AC Surface <br />Existing <br />Surface <br />4' Min <br />See Note Below <br />xisting <br />Roadway <br />L0.50' Hot Mix Asphalt <br />PAVEMENT REPAIR DETAIL <br />Note: Approximate dimensions and locations used for <br />estimating purposes are available upon request. <br />Dimensions and locations are subject to change <br />at Engineer's discretion. <br />CONSTRUCTION DETAILS I BELVEDERE AREA STREETS RESURFACING 2015 I Sheet No. <br />(Belvedere Avenue, E Street &Williams Street) 6 of 7 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />�ncentc�i �o/�s l <br />