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a <br />NOTE: Maintenance Hole F&C at Sta <br />184+64 (30' Rt) and Gas Valve F&C <br />at 185+08 (22' Rt) to be adjusted to <br />finished grade by others. <br />41 N <br />Ln <br />•� N <br />� <br />n 0 <br />Cl) <br />Sta 10+9 <br />Sta 10+46 <br />/0 <br />0.30' HMA over shaped <br />1:1 & compacted native <br />COLD PLANE PAVEMENT SCHEDULE (CONFORM) <br />Street <br />Loca— <br />tion <br />Begin <br />Station <br />Planing <br />Depth <br />Width <br />(Measured from �) <br />Loca— <br />tion <br />End <br />Station <br />Planing <br />Depth <br />Width <br />(Measured from �) <br />Lt <br />Rt <br />Lt <br />Rt <br />Turner Road <br />1 <br />183+75 <br />0.25' <br />Co <br />[If <br />2 <br />184+25 <br />0.00' <br />12' <br />12' <br />Turner Road <br />3 <br />238+75 <br />0.00' <br />12' <br />12' <br />4 <br />2.39+75 <br />0.25' <br />12' <br />Turner Road <br />4 <br />239+75 <br />0.25' <br />— <br />Conform <br />5 <br />® <br />EP <br />41 N <br />Ln <br />•� N <br />� <br />n 0 <br />Cl) <br />Sta 10+9 <br />Sta 10+46 <br />/0 <br />0.30' HMA over shaped <br />1:1 & compacted native <br />COLD PLANE PAVEMENT SCHEDULE (CONFORM) <br />Street <br />Loca— <br />tion <br />Begin <br />Station <br />Planing <br />Depth <br />Width <br />(Measured from �) <br />Loca— <br />tion <br />End <br />Station <br />Planing <br />Depth <br />Width <br />(Measured from �) <br />Lt <br />Rt <br />Lt <br />Rt <br />Turner Road <br />1 <br />183+75 <br />0.25' <br />12' <br />12' <br />2 <br />184+25 <br />0.00' <br />12' <br />12' <br />Turner Road <br />3 <br />238+75 <br />0.00' <br />12' <br />12' <br />4 <br />2.39+75 <br />0.25' <br />12' <br />12' <br />Turner Road <br />4 <br />239+75 <br />0.25' <br />12' <br />12' <br />5 <br />240+75 <br />0.25' <br />16.4' <br />27.9' <br />Turner Road** <br />5 <br />240+75 <br />0.25' <br />15.2' <br />N/A <br />6 <br />241+00 <br />0.25' <br />17.8' <br />N/A <br />Davis Road <br />Davis Road <br />7 <br />1 97 <br />9+04 <br />10+46 <br />0.25' <br />0.00' <br />16' <br />17' <br />16' <br />17' <br />8 <br />10 <br />9+54 <br />10+96 <br />0.00' <br />1 0.25' <br />17' <br />16' <br />16' <br />1 16' <br />TURNER ROAD <br />LEGEND <br />Place 0.25' HMA overlay <br /># Sta XXX+XX Begin/End Cold Plane <br />Pavement Location <br />J Sta 240+7 <br />p9oQyo <br />hcNra n Sta 239+75 <br />I`*I <br />3 Sta 238+75 <br />Sto 241 +00 <br />Lt Side Only <br />End Project <br />/IV <br />** From Sta 240+75 to Sta 241 +00 only, begin width measurement for Locations 5 & 6 offset 1.5' <br />left of the and thermoplastic centerline striping and pavement markers are to remain in place. oo <br />1:1 <br />EP <br />f <br />4' <br />V <br />Conform <br />@ EP r► B <br />Variable depth HMA over <br />existing paved or <br />concrete driveway <br />`-P--A RECORD DRAWIN <br />Existing Width C�rrsssns Existing Width <br />12 Min me chstlgs 12 M i n <br />DRIVEWAY (TYPE Di Any ft Using This Dravring should wrlti► DRIVEWAY TYPE E <br />r 411 Information By Inspecting! Th"ite ar wort <br />Const Const <br />EP EP <br />HMA Overlay 4' �-t� HMA Overlay - 8'* — �, <br />Driveway Conform i Driveway Match Match Conform <br />Exist Slope 1 V rMax) Existing I Exist Slope 00% Max) 0.04' <br />Surface r-- Var', <br />Existing J R&D Excavated Existing <br />Roadway J Var depth <br />0.30 HMA Material Roadway <br />HMA over Existing <br />existing surface Surface <br />EP <br />f <br />SECTION A—A <br />TYPICAL DRIVEWAY DETAILS <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER <br />dung No/Shawn Davis 1 64/21 <br />c <br />NO SCALE <br />DATE <br />SECTION B—B <br />PLAN AND <br />CONSTRUCTION DETAILS <br />CHECKED I DATE <br />l C. a. <br />Co <br />o ' <br />G <br />Minor Structure W-142 <br />*Sta <br />199+54 <br />(Rt) <br />— 7' <br />*Sta <br />208+77 <br />(Rt) <br />— 7' <br />*Sta <br />210+36 <br />(Rt) <br />— 6' <br />*Sto <br />214+48 <br />(Lt) <br />— 4' <br />*Sto <br />226+49 <br />(Lt) <br />— 4' <br />*Sto <br />233+71 <br />(Rt) <br />— 9' <br />*Sta <br />238+43 <br />(Lt) <br />— 6' <br />*Sta <br />239+79 <br />(Lt) <br />— 13' <br />�o <br />w <br />W <br />ocl� <br />0 o <br />(pave over concrete dwy) <br />(pave over concrete dwy) <br />4' <br />Minimum <br />Existing <br />Roadway <br />(See Note Below) <br />Surface <br />HMA (Type A) <br />0.50' <br />(0.25' <br />HMA (Type A) where Cold <br />Plane <br />Pavement has occurred) <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available <br />on BidExpress website. Dimensions and <br />locations are subject to change at <br />Engineer's discretion. <br />TURNER ROAD RESURFACING <br />(Davis Road to Lodi City Limits) <br />Sheet No. <br />3 of 4 <br />