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Place HMA Dike (Type C) Q� 25/231x18 <br />"— <br />as per A87B 0,108" Slotted holes <br />Finished Surface 0 Nominal <br />---------- <br />-1 <br />- -- <br />___ _________________ J_ N <br />----_ <br />Existing Roadway 2Y4"- 8Y2" <br />HMA DIKE DETAIL 1 <br />Sta <br />10+43 <br />n <br />to <br />Sta <br />1 1 +32 <br />Lt, <br />Sta <br />n <br />Rt <br />to <br />Sta <br />oz <br />Rt, <br />Sto <br />56+00 <br />Lt <br />to <br />Sto <br />57+39 <br />Lt, <br />Sto <br />ox <br />Rt <br />om <br />n <br />57+39 <br />Rt <br />to <br />o <br />ooi <br />765 <br />SQYD <br />Staten Island <br />Road <br />m <br />M <br />N <br />m <br />to <br />Sta 9+59 <br />114 <br />Z <br />a <br />D <br />3 <br />? <br />m <br />Place HMA Dike (Type C) Q� 25/231x18 <br />"— <br />as per A87B 0,108" Slotted holes <br />Finished Surface 0 Nominal <br />---------- <br />-1 <br />- -- <br />___ _________________ J_ N <br />----_ <br />Existing Roadway 2Y4"- 8Y2" <br />HMA DIKE DETAIL 1 <br />Sta <br />10+43 <br />Lt <br />to <br />Sta <br />1 1 +32 <br />Lt, <br />Sta <br />10+98 <br />Rt <br />to <br />Sta <br />11 +44 <br />Rt, <br />Sto <br />56+00 <br />Lt <br />to <br />Sto <br />57+39 <br />Lt, <br />Sto <br />56+00 <br />Rt <br />to <br />Sto <br />57+39 <br />Rt <br />Place HMA Dike (Type A) <br />as per A87B <br />Finished Surface. <br />i <br />-------------- <br />Existing Roadway <br />HMA DIKE DETAIL 2 <br />Sta 1 1 +32 Lt to Sta 16+92 Lt, Sta 11+44 <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location <br />Quantity <br />Sta <br />10+00 <br />to <br />Rt <br />to <br />Sta <br />16+92 <br />Rt, <br />Sta <br />54+60 <br />Lt <br />to <br />Sta <br />56+00 <br />Lt, <br />Sta <br />49+35 <br />Rt <br />to <br />Sta <br />56+00 <br />Rt <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location <br />Quantity <br />Sta <br />10+00 <br />to <br />Sta <br />12+20 <br />762 <br />SQYD <br />Sta <br />36+50 <br />to <br />Sto <br />38+70 <br />178 <br />SQYD <br />Sta <br />38+86 <br />to <br />Sta <br />41+06 <br />178 <br />SQYD <br />Sto <br />55+19 <br />to <br />Sto <br />57+39 <br />765 <br />SQYD <br />Staten Island <br />Road <br />Sta <br />9+34 <br />to <br />Sta 9+59 <br />114 <br />SQYD <br />Total 1,997 <br />SQYD <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE <br />2. gorsdorf Date <br />NO SCALE <br />r.. <br />Existing <br />24" <br />Surface - <br />Existing <br />Roadway <br />0.108" Nominal <br />R=1 "to 2Y2" <br />END CAP ..� <br />TYPE A <br />I � <br />4' Minimum - <br />T <br />(See Note) NOTE: Approz�e"'> <br />dimensions and locations <br />used for estimating purposes <br />are available upon request. <br />Dimensions and locations <br />are subject to change at <br />0.50' NMA Engineer's discretion. <br />PAVEMENT REPAIR DETAIL <br />120' <br />Existing <br />1 Roadway Surface <br />100' <br />Existing Bridge Deck <br />or PCC Tractor Crossing <br />----- --___J <br />I-0.20' RHMA Overlay (Typ) <br />0.15HMA Overlay (Typ) 0.35' Depth Planing <br />PLANING AREA OVERLAY DETAIL <br />Sta 10+00 to Sta 12+20, Sto 36+50 to Sto 38+70, David Mendoza <br />RCE 42581 <br />Sta 38+86 to Sta 41+06, Sto 55+19 to Sta 57+39 <br />CONSTRUCTION DETAILS AND WALNUT GR'OV'E ROAD RESURFACING Sheef No. <br />SUMMARY OF QUANTITIES (Sacramento County Line to New Hope Bridge) 6 of 7 <br />CH <br />No <br />