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v <br />_ _E_P Conform ® EP- B <br />--- Cpnst EP <br />` <br />I—/- HMA Overlay -- 6'** -- E <br />6'** Driveway <br />Varma (10i o Var � Existing <br />- --- - - L7 rr�px O <br />Conform B l -Z JI \�� -� ) Iv — ( Surface <br />- 12 min <br />n <br />ExistingwidthR & D Excavated Material <br />0.30 Existing Roadway HMA over shaped and --0.30' HMA over shaped and <br />compacted native material compacted native material <br />DRIVEWAY C PE D) SECTION B --B <br />** NOTE; Portion of existing driveway shall be removed 6' or as noted below from the edge of pavement. <br />Concrete driveways shall be saw cut to provide a neat joint at the conform line. <br />CONCRETE DRIVEWAYS: RECORD DRAWING <br />**Sta 77+14- (Lt) --4' ** Sta 40+70 (Rt) -4' Corrections By� <br />No ChmWe By <br />EP Conform 0 EP i -r.- A J, Date to -?. - W <br />Any PrUNnp This Drawing should <br />.�n i �arr Wrlt� <br />1 --,/,-HMA OverlayiEP inq ctkM The Site Of Wnrl <br />f— -- '°'rN"` <br />6 R R Dwy f Frontage L- <br />- 0.04' <br />Conform Van X10/0 n7axi !v - Existing <br />A ��� -a - _ Surface <br />12' min ' <br />Variable depth HMA over ' - <br />Existing width _ <br />' p r r � - Var depth HMA over <br />existing paved driveway Existing Roadway existing surface <br />DRIVEWAY (TYPE SECTION A --A <br />TYPICAL DRIVEWAY DETAILS <br />SHOULDER BACKING <br />Location Quantity (TON) <br />Sta 10+04 to Sta 88+40 (Lt & Rt) 819 <br />PENETRATION <br />TREATMENT <br />ASPHALT <br />Location <br />West <br />Quantity <br />(SQYD) <br />Begin Conform <br />Quantity <br />(TON) <br />Sta 10+22 to Sta <br />10+58 <br />(Lt) <br />47 <br />Sta 9+74 to Sta <br />10+58 <br />(Rt) <br />50 <br />Hibbard Road <br />83 <br />Mainline Paving <br />Sta 14+37 <br />Sto 9+38 to Sta <br />10+58 <br />(Lt) <br />46 <br />Sta 9+38 to Sta <br />10+58 <br />(Rt) <br />52 <br />End QQ_nform <br />Sta <br />87+90 <br />786 <br />Sta 87+40 to Sta <br />88+40 <br />(Lt) <br />58 <br />Sta 87+40 to Sta <br />88+40 <br />(Rt) <br />54 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />1/9/23 <br />Z—,E��--L- <br />DRIVEWAY (TYPE D) <br />Location Quantity (SQYD) <br />15 Locations Total 284 <br />DRIVEWAY (TYPE E)��� <br />Location Quantity (SQYD) <br />31 LocationsTotal 718 <br />ASPHALTIC EMULSION (FOG SEAL COAT) <br />Location Bridge No. Quantity (SQYD) <br />Begin Conform <br />Sta 11+44 to Sta 12+57 (Bridge 29C--342) 405 <br />Sta 38+17 to Sta 39+02 (Bridge 29C-341) 294 <br />Total 699 <br />NO SCALE DRIVEWAY DETAILS AND <br />SUMMARY OF QUANTITIES <br />DATE CHECKED DATE <br />1/9/23 - -- -x 1/9/23 <br />HOT <br />MIX <br />ASPHALT <br />(TYPE A) <br />West <br />Location <br />D.gck Conform <br />(29C--342) <br />Quantity <br />(TON) <br />Begin Conform <br />Sta 11+44 <br />496 <br />East <br />Sta 10+04 to <br />Sta <br />11 +44 <br />83 <br />Mainline Paving <br />Sta 14+37 <br />596 <br />West <br />Sta 12+57 to <br />Sta <br />38+17 <br />1,162 <br />Sta 39+02 to <br />Sta <br />87+90 <br />786 <br />2,203 <br />Cross Stregt Conforms <br />Deck Conform <br />(29C--341) <br />Stn <br />Hibbard Road <br />Sta 41 +32 <br />703 <br />29 <br />End Conform <br />Hibbard Road <br />Sta <br />Sta 87+90 to <br />Sta <br />88+40 <br />Harney_ <br />42 <br />Tgpered Edge <br />Sta <br />87+90 to <br />(both sides of <br />roadway) <br />254 <br />66 <br />Driveway (Type <br />D) <br />Total <br />3.011 <br />15 Locations <br />62 <br />Driveway(Type <br />E) <br />31 Locations <br />76 <br />Pavement ReQair <br />47 <br />Total <br />3,893 <br />COLD PLANE ASPHALT CONCRETE <br />Location <br />Quantity (EA) <br />Quantity <br />(SQYD) <br />West <br />of Bridge <br />D.gck Conform <br />(29C--342) <br />Sta <br />10+04 to <br />Sta 11+44 <br />496 <br />East <br />of Bridge <br />Deck QQnform <br />(29C-342) <br />Sta <br />12+57 to <br />Sta 14+37 <br />596 <br />West <br />of Bride <br />Deck Conform <br />(29C--341) <br />Sta <br />35+67 to <br />Sta 38-+-17 <br />786 <br />East <br />of Bridge <br />Deck Conform <br />(29C--341) <br />Stn <br />39+02 to <br />Sta 41 +32 <br />703 <br />Harney <br />Lgng !2 <br />Hibbard Road <br />Sta <br />9-4-38 to Sta 9+88 <br />176 <br />Harney_ <br />Lane ® <br />End G.Q.nform <br />Sta <br />87+90 to <br />Sta 88+40 <br />254 <br />Total <br />3.011 <br />PAVEMENT REPAIR <br />Location Quantity (SQYD) <br />4 Locations Total 257 <br />ADJUST FRAME AND COVER (MONUMENT) <br />Location <br />Quantity (EA) <br />Sta 36+20 <br />(CL) 1 <br />Sta 42+73 <br />(CL) 1 <br />Sta 62+40 <br />(CL) 1 <br />Tota 1 3- <br />HARNEY LANE RESURFACING <br />(State Route 88 to Jack Tone Road) <br />Sheet No. <br />5 of 5 <br />