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Conform at E.P. <br />8y �. <br />Existing Conform <br />Width <br />0.30' Asphalt Concrete over <br />shaped and compacted native material. <br />TYPE D <br />Conform at E.P. <br />>k *R — Conform to <br />existing radii <br />Existing Conform <br />Width <br />Variable depth Asphalt Concrete <br />over existing paved driveway. <br />TYPE E <br />TYPICAL DRIVEWAYS <br />PLAN <br />)PE PROTE( <br />See Note Below <br />Existing Surface <br />----- ----- * * ------- -------- <br />1.00' Asphalt Concrete <br />PAVEMENT REPAIR DETAIL <br />NOTE: Width, length and locations <br />to be determined by Engineer. <br />dw 6'f <br />Dncrete <br />Top of Existing Bank <br />4 4 A <br />A a ` <br />F rt a4 41aa <br />• Conform to4:_ <br />existing slope —� 2 <br />ete a>, <br />SECTION A <br />ION DETAIL <br />RECORD DRAWING <br />Comwtlons By <br />No Changes By ' <br />Date -/1-- -7-1?z <br />Any Person Using This Draw��nh Site Of Worhould k <br />All Information By Inspecting <br />RECONSTRUCT PULL BOX <br />Location Quandt <br />Sta. 375+55 (Rt.) 1 Each <br />PAVEMENT REPAIR <br />Location Quandt <br />104 sites throughout project 2)321 S.Y. <br />PLANING ASPHALT <br />CONCRETE PAVEMENT <br />Location <br />Quandt <br />Sta. <br />239+50 to Sta. 240+00 <br />178 <br />S.Y. <br />Davis <br />Road Intersection <br />178 <br />S.Y. <br />U.P.R.R. Xing <br />444 <br />S.Y. <br />Sta. <br />302410 to Sta. 302+50 <br />142 <br />S.Y. <br />Sta. <br />314+75 to Sta. 315+25 <br />178 <br />S.Y. <br />West <br />Lane Intersection <br />922 <br />S.Y. <br />Sta. <br />401 +50 to Sta. 402+00 <br />178 <br />S.Y. <br />Tota <br />EARTHWORK <br />2,220 S.Y. <br />(ROADWAY WIDENING) <br />Location Quandt <br />Sta. 343+70 to Sta. 348+20 (Lt.) 4.5 Sta. <br />Sta. 343+70 to Sta. 349+10 (Rt.) 5.4 Sta. <br />Sta. 351 +00 to Sta. 355+40 <br />(Lt. & Rt.) 8.8 Sta. <br />Total 18.7 Sta. <br />SHOULDER BACKING <br />Location Quandt <br />Sta. 249+50 to Sta. 402+00 4,115 Tons <br />ASPHALT CONCRETE DIKE <br />(TYPE C — LOW DIKE) <br />Location Quanht <br />U.F.R. R. 51n7 1.940 I.. F. <br />DRIVEWAYS (Type D) <br />Location Quandt <br />4 sites throughout project 117 S.Y. <br />DRIVEWAYS (Type E) <br />Location Quandt <br />26 sites throughout project 1,431 S.Y. <br />ASPHALT CONCRETE <br />(Type B) <br />Location <br />Quantity <br />Roadway <br />7,204 <br />Tons <br />Davis Road Intersection <br />204 <br />Tons <br />West Lane Intersection <br />237 <br />Tons <br />Ham Lane Intersection <br />25 <br />Tons <br />Leach Road Intersection <br />6 <br />Tons <br />Roadway Widening <br />875 <br />Tons <br />Driveways — Type D <br />30 <br />Tons <br />Driveways — Type E <br />160 <br />Tons <br />Pavement Repair <br />1,667 <br />Tons <br />A.C. Dike (Type, C — Low Dike) <br />13 <br />Tons <br />Total <br />10,421 <br />Tons <br />PAVEMENT REINFORCING <br />FABRIC <br />Location <br />Quandt <br />Sta. 240+00 to <br />Sta 265+27 <br />6,739 <br />S.Y. <br />Sta. 266+40 to <br />Sta. 302+10 <br />9,520 <br />S.Y. <br />Sta. 315+25 to <br />Sta. 401+50 <br />23,000 <br />S.Y. <br />Total <br />39,259 <br />S.Y. <br />SACKED CONCRETE <br />SLOPE PROTECTION <br />Location '. Quantit <br />Stc. 348-60I (Rt.) 9 C.}'. (F) <br />(F) —denotes final pay quantity <br />Location Quandt <br />Intersection of Eight Mile Rd. <br />and West Lane Lump Sum <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE r SHEET TOTAL <br />�qz ,o �% GQUNTY �F SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS EIGHT MILE ROAD IMPRO�itMENTS No SHEETS <br />4192 Of (/-1—( ¢�9Z '�� � 9�s/�i �� ��� AND NOTES Davis Road to Pearson Road <br />7 7 <br />FILE NA E DRAWER SHEET NO. ACAD <br />D:\EIGHT\NOTES <br />