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EP <br />Conform 0.30' Asphalt Concrete over <br />® EP 1:1 shaped & compacted native 1:1 4 <br />Existing Width <br />12' Min Conform <br />TYPE D <br />Remove portion of existing concrete driveway. Concrete <br />shall be removed from the edge of pavement to the <br />distance listed below. Concrete shall be saw cut to <br />provide a neat joint at all conform line. <br />Alpine Road: Sta 12+34 (Rt) Sta 122+45 (Rt) — 3'* <br />Sta 47+00 (Rt) — 6'* Sta 123+54 (Rt) — 1.1'* <br />Sta 127+63 (Rt) — 2.5'* <br />Conform <br />@ EP AEP <br />Variable depth Asphalt Concrete <br />4' R over existing paved driveways R Conform <br />and frontages. ® EP <br />_ Existing Width <br />12' Min <br />TYPE E <br />TYPICAL DRIVEWAY DETAILS <br />NOTE: Paved frontages to be paid for <br />as Type E driveways. <br />12" Standard frame & <br />Dia or Sq cover assembly <br />AC Overlay (Refer to SJ CO Std <br />7 6" Drawing CW—M1) <br />Catch Basin (Typ) <br />o <br />Const EP <br />Limits of Overlay <br />1 1 ' 2't <br />Varma 1' F Conform Existing <br />77 V�----4PCC Dwy <br />0.25 Exist Roadway R & D Existing <br />AC Overlay PCC DRIVEWAY DETAIL PCC Strip (1't) <br />Alpine Road: <br />Sta 123+54 (Rt) <br />CL <br />' <br />0.75' <br />Const <br />L. 22' 24' —I <br />18" Modified <br />SDI (New) <br />MID) <br />PCC- <br />EP <br />_ <br />(Exist) <br />3»� <br />------ ------ <br />I <br />2 <br />TYP <br />0.50' Asphalt Concrete <br />3� <br />3' <br />FL <br />_ <br />0 12" CSP (New) S = 0% <br />FL <br />6" Dia Drain hole 2' <br />18" Modified <br />(TYP) <br />0—'TJ <br />. <br />SDI (New) <br />cn <br />1.5' <br />and <br />basement soil <br />18" Modified Storm Drain Inlet <br />1.5' (Min) 1 <br />1/2" x <br />3/4" and Cross Drain Detail <br />undisturbed <br />Clean Crushed Rock <br />under SDI & Cross Drain Installation <br />new 18" Storm Drain <br />Inlet Alpine Road ® Kettleman Lane (N) <br />v <br />Catch Basin (Typ) <br />o <br />Const EP <br />Limits of Overlay <br />1 1 ' 2't <br />Varma 1' F Conform Existing <br />77 V�----4PCC Dwy <br />0.25 Exist Roadway R & D Existing <br />AC Overlay PCC DRIVEWAY DETAIL PCC Strip (1't) <br />Alpine Road: <br />Sta 123+54 (Rt) <br />Sheet No. <br />8 of 10 <br />' <br />4' Min Existing <br />See Note Below rSurface <br />PCC- <br />3»� <br />I �6, <br />0.50' Asphalt Concrete <br />V <br />Exist <br />survey monument <br />Undisturbed <br />PAVEMENT REPAIR DETAIL <br />cn <br />to remain in place <br />and <br />basement soil <br />Note: <br />undisturbed <br />v <br />SURVEY <br />MONUMENT <br />DETAIL <br />Width (4' minimum). Approximate dimensions <br />Alpine <br />Road: Sta <br />90+75 Sta 104+15 <br />used for estimating purposes are available <br />� <br />Sta <br />117+56 <br />upon request. Dimensions and locations are <br />Mackville <br />Road: Sta <br />26+31 <br />subject to change at the Engineer's discretion. <br />I <br />m <br />o <br />COUNTY OF <br />SAN <br />JOAQUIN <br />NO SCALE <br />CONSTRUCTION <br />DETAILS <br />ALPINE ROAD AND <br />MACKVILLE ROAD RESURFACING <br />DRAWN BY DATE <br />PROJE T ENGINEER <br />DATE CHECKED <br />DATE <br />' 3/11 <br />-01 111$),1 <br />1 _LGui1-vf4/2.0hi <br />Sheet No. <br />8 of 10 <br />