Laserfiche WebLink
4' Min Existing <br />1 See Note Below rSurface <br />L0.30' Asphalt Concrete <br />PAVEMENT REPAIR DETAIL <br />Note: <br />Width (4' minimum). Approximate dimensions <br />used for estimating purposes are available <br />upon request. Dimensions and locations are <br />subject to change at the Engineer's discretion. <br />Conform <br />(� EP EP <br />0.30' Asphalt Concrete over �* <br />1:1 shaped & compacted native 1:1 4' <br />Existing Width _ <br />r- 12' Min , Conform <br />TYPE D <br />NOTE: Portion of existing concrete driveway shall be <br />removed from the edge of pavement to the <br />distance listed above. Concrete shall be saw <br />cut to provide a neat joint at all conform line. <br />Orford Road: Sta 23+25 (Lt) - 6'* <br />Sta 24+00 (Lt) - 5.5'* <br />Section Avenue: Sta 23+53 (Rt) <br />Sta 24+30 (Rt) <br />Conform <br />EP EP <br />Variable depth Asphalt Concrete <br />4' R over existing paved driveways R <br />and frontages. <br />„ ^ Existing Width _ <br />v, Conform r! 12' Min <br />TY. P E E <br />o <br />TYPICAL DRIVEWAY DETAILS <br />NOTE: Paved frontages to be paid for <br />as Type E driveway. <br />r <br />m <br />z <br />9 <br />q_ <br />Const <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE PRO ECT ENGINEER DATE <br />611 T 6-il-M <br />9 - <br />Const <br />Limits of Clearina & Grubbin <br />EP o <br />Limits of Earthwork <br />(Miscellaneous Areas) <br />Limits of <br />Place AC (Misc Areas) <br />1'o 1'o n1' <br />_\_\ _\_\_\_\_\_\\\\ r <br />Asphalt <br />... - <br />Var DeDth —TEX—is—t <br />AC Leveling AC Overlay Roadway• - - <br />Shoulder <br />SHOULDER QUAIL 3 EeaaG ad <br />o Mechanical Compaction required <br />E Earthwork (Miscellaneous Areas) as required to <br />prepare subgrade for Shoulder Detail 3 and shall <br />be paid for Place Asphalt Concrete (Misc Areas) <br />Sta 19+45 to Sta 21 +83 (Lt) <br />Sta <br />10+90 <br />to <br />Sta <br />11+60 <br />(Rt) <br />Sta <br />21+80 <br />to <br />Sta <br />22+44 <br />(Rt) <br />Sta 32+00 to Sta 33+60 (Lt) <br />Sta <br />14+32 <br />to <br />Sta <br />14+75 <br />(Rt) <br />Sta <br />22+73 <br />to <br />Sta <br />24+00 <br />(Rt) <br />Sta 39+27 to Sta 39+95 (Lt) <br />Sto <br />17+40 <br />to <br />Sto <br />17+55 <br />(Rt) <br />Sta <br />24+30 <br />to <br />Sta <br />24+93 <br />(Rt) <br />Sto <br />18+23 <br />to <br />Sta <br />19+39 <br />(Rt) <br />Sta <br />26+11 <br />to <br />Sta <br />26+50 <br />(Rt) <br />Sta <br />19+60 <br />to <br />Sto <br />19+84 <br />(Rt) <br />Sto <br />35+30 <br />to <br />Sta <br />36+25 <br />(Rt) <br />Sta <br />20+20 <br />to <br />Sta <br />21+02 <br />(Rt) <br />Sta <br />43+50 <br />to <br />Sta <br />44+05 <br />(Rt) <br />Sta <br />21+10 <br />to. <br />Sta <br />21+72 <br />(Rt) <br />Sta <br />44+85 <br />to <br />Sta <br />45+15 <br />(Rt) <br />Limits of <br />Clearing & Gru <br />ng <br />EP 2'* 2'* <br />Exist Roadwa—y ShouAC lder <br />Overlay Backing <br />SHOULDER DETAIL 1 <br />Orford Road: <br />Sto 9+70 to Sta 28+95 (Lt & Rt) <br />Section Avenue: <br />*Sta 10+12 to Sta 25+02 Lt & Rt) <br />*with Penetration Treated Top Soil <br />Existing <br />_ Grade <br />Conform <br />NO SCALE CONSTRUCTION DETAILS <br />AND SHOULDER DETAILS <br />CHECKED I DATE <br />VWy,� 116/1-7/�, <br />rt <br />Const Limits of Clearing & Grubbing <br />EP 1' 1' <br />0,21 • 2' 0 <br />37� 890 0 <br />Ver, o <br />r 0.15' — Exist J S�houlder > <br />0.10' AC Overlay Roadway Backing <br />AC Leveling SHOULDER DETAIL -2 Existing e <br />Marfargoa Drive: <br />Sta 12+50 to Sta 47+09 (Lt & Rt) <br />Except as noted in <br />Shoulder Detail 3 <br />Q Sta 29+15 to Sta 29+75 (Rt) <br />Top Soil over grass frontage <br />® Sta 10+20 to Sta 12+50 (Lt & Rt) <br />ROAD DISTRICT 2 RESURFACING 201 11 S9heeot No. <br />