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Conform <br />I @ EP A EP <br />8' <br />1:1 i 1:1 <br />0.30' HMA A Conform <br />over shaped and <br />compacted native Exist Width <br />12' Min <br />TYPE D <br />NOTE: <br />Var depth HMA <br />over existing paved <br />Dwy or,' frontoges <br />q <br />Const EP <br />I --HMA Overlay 8' <br />Grade <br />Var_ (10% Max) 1(Exist) <br />y <br />I Roadway 0.30' HMA over <br />(Exist) compacted native <br />SECTION A -A <br />must be saw cut to provide a neat joint at the conform line. <br />Sto 46+52 (Lt) <br />Conform <br />EP F -P -B EP <br />i R 8' <br />B Conform <br />Exist Width <br />12' Min <br />TYPE E <br />q <br />Const EP <br />I- HMA Overlay 8' ' E <br />Vor(10% Max) o 0.04' <br />U <br />Var Depth HMA <br />Roadway over existing paved Grade <br />(Exist) Dwy and frontages (Exist) <br />SECTION B -B <br />TYPICAL DRIVEWAY DETAILS <br />/� F Lt,\�--------1---------- <br />RYNAD RIVER ROAD <br />110 11 <br />\� EP (Exist) <br />� , � Sta 10+76 (Rt) <br />\ Iy End 90' Rad <br />7.5EP (New) <br />I <br />Rad=90' <br />I � <br />Sto 9+34 <br />Bridge Deck HENRY <br />29C-317 ROAD RADIUS MODIFICATION DETAIL <br />>>, River Road at Henry Road <br />^ <br />f— (Southeast Corner) <br />DRAWING <br />Corrections Bys <br />No Chan s By <br />Date <br />Any Person Using This Drawing Should Verity <br />All Information By Inspecting The Site Of Work <br />q <br />Const Limits of Clearina & Grubbin <br />12' EP 41 1, <br />Match Exist <br />Vor-Grade <br />—� (Exist) <br />X��-_��..� Shoulder ---- ---- <br />Roadway 0.25' Backing Conform <br />Exist HMA Overlay <br />SHOULDER DETAIL 1 <br />Sto 9+85 to Sto 48+80 (Lt) Sto 9+85 to Sta 15+00 (Rt) <br />Sto 50+80 to Sto 51 +20 (Lt) Sto 26+20 to Sta 61 +27 (Rt) <br />Sta 54+00 to Sto 61 +27 (Lt) <br />Limits of Clearing & Grubbing <br />Const EP <br />�/ 12'- - - <br />Roadway <br />(Exist) <br />E Earthwork <br />° (Misc Areas <br />4'x-2' - ! - 2 "-� 1 ' <br />Shoulder Conform <br />Backing <br />F-Grode <br />I (Exist) <br />Var <br />SHOULDER DETAIL 2 <br />Sto 48+80 to Sto 50+80 (Lt) Sto 15+00 to Sto 26+20 (Rt) <br />Sto 51 +20 to Sta 54+00 (Lt) <br />See N terBelow 0.25' HMA <br />Grade � Overlay <br />(Exist) 0.75' Z- <br />Exc 0.50' HMA <br />PAVEMENT REPAIR (TYPE 2) <br />Sto 9+85 to Sta 11 +00 <br />See Sheet 3 <br />0.50' HMA <br />4' Min Surface <br />See Note Below (Exist) <br />PAVEMENT REPAIR (TYPE 1 ) <br />NOTES: <br />1. Approximate dimensions used for estimating purposes are <br />available upon request. Dimensions and locations are subject <br />to change at the Engineer's discretion. <br />2.Povement Repair (Type 1 & Type 2) will both be paid for <br />under the bid item of Pavement Repair. There will not be <br />any additional or alternate payment amount between the two. <br />-I COUNTY OF SAN JOAQUIN I NO SCALE I CONSTRUCTION DETAILS I RIVER ROAD RESURFACING I Sheet No. <br />(Henry Road to Victory Road) 5 of 6 <br />BY I DATE <br />ENGINEER <br />%-` I6kht I lf%ice IAI_ y" <br />DATE <br />CHECKED I DATE <br />