Laserfiche WebLink
V)En <br />= N <br />MW <br />(� <br />M� <br />Z M <br />1;U <br />N <br />D <br />M0 D <br />Lh <br />M <br />N U r <br />wo <br />M <br />N� Z <br />oN D <br />^' A m <br />;� <br />oZ <br />o/ <br />Z <br />N <br />5 <br />M <br />Ln <br />--Conform <br />@ EP (New) A <br />1_ New EP <br />0.30' Asphalt Concrete over 8,* <br />1:1 shaped & compacted native. 1:1 <br />Existing Width L -Conform <br />rte- _ - ---- <br />12' Min <br />TYPE D <br />Const NewEP <br />L— AC Overlay -- 8'-0 <br />Driveway 0 <br />0 <br />Varma <br />Vo i109, max) <br />Existing--� 0.30' ACJ Exist <br />Roadway Surface <br />F --Conform <br />© EP (New) B <br />New EP <br />Variable depth Asphalt <br />18'* R Concrete over existing paved R <br />driveways and frontages. <br />Conform <br />0.04' B <br />over exist <br />surface. --,-------Existing-----Width --------i, <br />12' Min <br />TYPE E <br />Const New <br />EP <br />---/�—AC <br />Overlay----.-,.--- 8'* CO) <br />Driveway <br />o <br />Var—_ <br />V=ra(�o� 0.04' <br />max) <br />- J Var depth <br />Existing t AC over - Exist <br />Roadway exist surface Surface <br />SECTION A—A SECTION B—B <br />TYPICAL DRIVEWAY DETAILS <br />Concrete Driveways <br />Sta 13+30 Rt, Sta 30+55 Rt, Sta 30+85 Lt <br />NOTE: Portion of existing concrete driveway shall be removed from <br />the edge of pavement to the distance shown above. Concrete shall <br />be saw cut to provide a neat joint at the conform line. <br />Concrete gutter (30 LF) located at Sta 30+85 Lt shall be <br />removed and paid for as part of Clearing and Grubbing. <br />* The following AC driveways shall be extended to 10': <br />Sto 67+10 Rt, Sta 70+95 Rt, Sta 71+95 Rt, <br />Sta 74+05 Rt, Sta 75+40 Rt, Sta 77+72 Rt. <br />COUNTY OF SAN JOAQUIN I NO SCALE CONSTRUCTION DETAILS <br />DRAWN BY <br />DATE I PROJECT ENGINEER I DATE <br />12./ 012. 1 A I• <br />CHECKED DATE <br />VZ.3/r <br />Asphalt Concrete (2" Thk) 12" <br />(3/g max aggregate size) Dia or Sq Survey Monument <br />Mon FFrame & Cover <br />I6"�/ See SJ Co. <br />AC Overlay <br />Std Dwg CW -M1 <br />r- <br />- Line or <br />saw cut S <br />6" 0D <br />H <br />ii <br />PVC pipe <br />Existing Survey Monument - hili <br />1!I Undisturbed <br />(to remain in place) basement soil <br />SURVEY MONUMENT BOX <br />INSTALLATION DETAIL <br />Lammers Road: Sta 23+61 <br />NOTE: <br />Elevation of frame shall match finished grade of pavement Ye"f. <br />Class 3 PCC collar placed around monument frame. <br />E <br />Roadway <br />See Note Below <br />�� j u ..rete <br />PAVEMENT REPAIR DETAIL <br />NOTE: Width (4' minimum). Dimensions and <br />locations will be determined by the Engineer. <br />Existing <br />Surface <br />LAMMERS ROAD AND SCHULTE ROAD RESURFACINGI Sheet No. <br />(Delta Mendota Canal to Schulte Road; Lammers Road to 1,900' east of Lammers Road) 4 of 6 <br />