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z <br />0 <br />Existing 4' Min <br />Surface See Note Below Existing <br />Roadway <br />0.30' Hot Mix Asphalt over <br />Conform @ EPS shaped & compacted native <br />6.1i = <br />-0.50' Hot Mix Asphalt V%iWA16 1 <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 />v 18" SDI <br />0.25' thick PCC with <br />(4) #4 Bar Each Way <br />(Typ) <br />Typ <br />CONCRETE PAD DETAIL <br />MINOR CONCRETE (MISC AREAS) <br />Const <br />" See Note Below <br />E <br />Vor ° <br />2% ' (10% max) o Existing <br />U Surface <br />i <br />f — J <br />Existing 0.30' Hot Mix Asphalt <br />Roadway <br />SECTION A—A <br />4' 3' 2'f Existing _ �; ('IFPFa'WNl ��Meh#�n <br />� � Pavement <br />Existing 2' SDI Existing 2' SDI L,xl <br />Var Vol <br />0 <br />Variable depth Hot Mix Asphalt <br />Conform @ EPS over existing paved driveway <br />EP <br />m — <br />�i --Conform <br />Existing Width <br />12' Min <br />14 <br />TYPE E <br />Const <br />Vor EP x 8' <br />E <br />0 <br />1 Vor <br />27 (10% Max) c) � Existing <br />----- — Surface <br />i <br />F Variable Depth <br />Existing Hot Mix Asphalt <br />Roadway <br />SECTION B—B <br />*Sta 9+87 to 11+73 <br />Surface Surface M° ------198+50 to Sta <br />� <br />3' — 6' <br />o <br />Sta <br />n <br />: 5' — 8' <br />Sta 28+39 to <br />Sta <br />30+72 (Rt) <br />8' — 11' <br />Sta 31+41 to <br />Sta <br />32+65 (Lt) <br />: 4' — 8' <br />Sta 147+39 <br />3 <br />Sta 148+22 <br />v <br />m <br />Z <br />o�m <br />z <br />0 <br />Existing 4' Min <br />Surface See Note Below Existing <br />Roadway <br />0.30' Hot Mix Asphalt over <br />Conform @ EPS shaped & compacted native <br />6.1i = <br />-0.50' Hot Mix Asphalt V%iWA16 1 <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 />v 18" SDI <br />0.25' thick PCC with <br />(4) #4 Bar Each Way <br />(Typ) <br />Typ <br />CONCRETE PAD DETAIL <br />MINOR CONCRETE (MISC AREAS) <br />Const <br />" See Note Below <br />E <br />Vor ° <br />2% ' (10% max) o Existing <br />U Surface <br />i <br />f — J <br />Existing 0.30' Hot Mix Asphalt <br />Roadway <br />SECTION A—A <br />4' 3' 2'f Existing _ �; ('IFPFa'WNl ��Meh#�n <br />� � Pavement <br />Existing 2' SDI Existing 2' SDI L,xl <br />Var Vol <br />0 <br />Variable depth Hot Mix Asphalt <br />Conform @ EPS over existing paved driveway <br />EP <br />m — <br />�i --Conform <br />Existing Width <br />12' Min <br />14 <br />TYPE E <br />Const <br />Vor EP x 8' <br />E <br />0 <br />1 Vor <br />27 (10% Max) c) � Existing <br />----- — Surface <br />i <br />F Variable Depth <br />Existing Hot Mix Asphalt <br />Roadway <br />SECTION B—B <br />*Sta 9+87 to 11+73 <br />Surface Surface M° ------198+50 to Sta <br />(Lt) <br />3' — 6' <br />Sta 26+29 to <br />Sta <br />27+50 (Rt) <br />: 5' — 8' <br />Sta 28+39 to <br />Sta <br />30+72 (Rt) <br />8' — 11' <br />Sta 31+41 to <br />Sta <br />32+65 (Lt) <br />: 4' — 8' <br />Sta 147+39 <br />to <br />Sta 148+22 <br />(Lt) 6' <br />199+08 (Rt) 4 — 8 <br />Varma <br />#a Bar TYPICAL DRIVEWAY DETAILS <br />#4 Bar J —Existing SDI 11r�—Existing SDI CONCRETE DRIVEWAY <br />Sto 184+20 (Lt) <br />SECTION C—C Note: Portion of existing concrete driveway shall be removed from <br />SECTION C—C the edge of pavement to the distance listed above. <br />@ HOERL ROAD @ ALPINE ROAD PCC shall be saw cut to provide a clean and neat joint at <br />the conform line. <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS KETTLEMAN LANE RESURFACING <br />(Lodi City Limits to State Highway Route 88) <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Vincenti J <br />Sheet No. <br />Sof 9 <br />