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Conform <br />�@ EP (New) f A <br />\0.30 Asphalt Concrete over <br />1:1 shaped & compacted native. 1:1 <br />�►A <br />Existing Width Conform <br />12' Min <br />TYPE D <br />Conform <br />EPI @° EP (New) B <br />Variable depth Asphalt <br />R Concrete over existing paved <br />driveways and frontages. / <br />C nst New <br />I EP Driveway <br />�° AC Overlay — 8' k o <br />0 <br />0 <br />Varma B <br />f�i <br />Var\(�a% max)g 0.30' AC Exist <br />Roadway Surface <br />SECTION A—A <br />Conform <br />@ 0.04' <br />over exist L <br />surface. <br />Existing Width <br />12' Min <br />TYPE E <br />Asphalt Concrete (2" thick) 12" <br />ew EP (3/8" max aggregate size) Diameter Survey Monument <br />q on Frame & Cover <br />AC Overlay 1 Ir6" See SJ Co. Std <br />Drawing CW—M1 <br />NOTE: <br />Elevation of frame shall <br />match finished grade of <br />pavement Y8"±. 8„ <br />Class 3 PCC collar <br />placed around <br />New monument frame. 3" <br />Const EP Driveway <br />�AC Overlay— 8'* o <br />0 <br />0 <br />Varma B <br />- maX 0.04 — <br />J tde <br />Existing ACr oveprth Exist <br />Roadway exist surface Surface <br />SECTION B—B <br />r <br />M <br />TYPICAL DRIVEWAY DETAILS <br />locations will <br />Concrete Driveways <br />determined <br />by the Engineer. <br />Naglee Road: Sto 48+15 Lt, Sto 48+60 Lt <br />NOTE: Portion of <br />existing concrete driveway shall be removed from the point <br />nearest edge of pavement to 10't into the driveway (at weakened plane <br />joint). Concrete shall <br />be saw cut to provide a neat joint at the conform line. <br />The following <br />Type D Driveways shall be extended (to length noted): <br />Naglee <br />Road: Std 19+08 Rt (93), Sta 29+46 Rt (10'), <br />Sta 30+15 Rt (109), Sto 46+70 Lt (10'), <br />Sto 49+25 Lt (10'), Sto 51+11 Lt (10') <br />* The following <br />Type E Driveways shall be extended (to length noted): <br />N <br />Larch Road: <br />Sta 18+26 Rt (9'), Sto 19+45 Rt (9'), Sta 21+08 Rt (10'), <br />Sto 22+25 Rt (9'), Sta 23+40 Rt (10'), Sta 24+25 Rt (10'), <br />o <br />n <br />Sto 24+60 Rt (102) <br />M <br />Naglee Road: <br />Sta 11+20 Lt (9'), Sto 18+44 Rt (9'), Sta 25+47 Lt (9'), <br />Sto 41+20 Lt (101), Sto 49+57 Lt (10') <br />z <br />0 <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT EN NEER DATE <br />rz. gorsdovf i0/2013 1 S (1 IJ2 to (13 <br />Existing ' <br />Ground <br />1' <br />Conform <br />EP <br />arthwork <br />sc. Areas) <br />3' <br />Variable Depth <br />Shoulder Backing (Typ) <br />— — �V <br />Existing Survey Monument / 1I1 <br />(to remain in place) <br />Line or <br />saw cut <br />6" OD <br />PVC pipe <br />Undisturbed <br />basement soil <br />SURVEY MONUMENT BOX <br />INSTALLATION DETAIL <br />Naglee Road Sta 18+43 <br />(IP of Middle Road and Naglee, Road) <br />iECORD DRAWN <br />.orre Ions By. <br />NC Changes By aozv <br />M1y Perebn U3ina P 0u�- nrgMWnq .01h6+1 Varity <br />See Note Below <br />� Surface <br />I/ar <br />Existing 0.30' Asphalt Concrete <br />Roadway <br />SHOULDER DETAIL <br />h (4' minimum). Dimensions and <br />EARTHWORK (,MISC. AREAS <br />Naglee Road: Sta 60+00 Lt to Sto 66+89 Lt <br />CONSTRUCTION DETAILS <br />CHECKED DATE <br />,�.�- lzlrol3 <br />PAVEMENT REPAIR DETAIL <br />NOTE: Widt <br />locations will <br />be <br />determined <br />by the Engineer. <br />NORTHWEST TRACY STREETS RESURFACING I Sheet No. <br />(Bethany Road, Larch Road, Naglee Road) 5 of 6 <br />