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10'± <br /> O.D. + 3' <br /> 1' 1 ' <br /> Conform -- Conform Existing Surface Conform 4" X 4" W 1.4 X W 1 .4 <br /> Conform Existing Surface Welded Wire Fabric <br /> 1 11-71 ------ —-- Pour Class B Concrete <br /> Saw cut existing Pavement (Typ.) Collar to connect pipes. <br /> Saw cut existing Pavement (Typ.) <br /> 6" (TYP•) <br /> 6" 6•• � 6" <br /> ° a <br /> *0.50' Asphalt Concrete <br /> 0.50' Asphalt Concrete <br /> w — <br /> Y <br /> V m +0.' a <br /> m <br /> L C ? ° <br /> V C 4 C <br /> _ ° V) a <br /> ° o 030"0 Reinforced Concrete Pressure pipe. <br /> o ° Existing 30"0 Irrigation pipe. <br /> _ o <br /> o 0 m 0 <br /> U E o <br /> X J V <br /> X 0 Surface of pipes shall be <br /> _ cleaned and a bond coat The flowline of the 30"O Reinforced <br /> of <br /> priortoepoxyadhesive <br /> placing applied Concrete Pressure Pipe shall conform <br /> tcollar. to the flowline of the existing 3070 pipe. <br /> i <br /> I 11 II I <br /> I <br /> � N 1 N <br /> / 1 O <br /> ' I PIPE CONNECTION DETAIL <br /> 6,. 6" O.D. ESS <br /> M /X <br /> Existing Pipes to be removed O.D. + 2' <br /> h`�o <br /> Conform to E.P. a v Z <br /> � No. 21258 <br /> SIX 454+40f — EXISTING PAVEMENT AREA <br /> STA. 461 +70 — EXISTING PAVEMENT AREA CAUF� <br /> Structural Section Finished Grade C <br /> (Pavement Widening Area) (Unpaved Area) <br /> Finished Grade <br /> LEGEND' Exist. Width 0.30' Asphalt Concrete over <br /> 12' Min. shape and compacted native <br /> material. <br /> Y — Select native material or Asphalt Concrete used within the limits or Structure Backfill <br /> Structure Backfill material TYPE D <br /> m u w shall be considered as Structure Backfill material <br /> m° � a 95% Relative Compaction <br /> 2 -o °a for payment purposes. <br /> Cf) o <br /> 0 ® Structure Backfill material DRIVEWAY D ETAI L <br /> o 95% Relative Compaction <br /> o0 <br /> :0 <br /> E 'o �_o <br /> ° E ° <br /> W - x <br /> W <br /> 9.1'± to 12'± Southeast 10'± to 11 ' East 0' to 9.1 '± Northeast <br /> 9.7'± to 12.0'± Southwest 9.7'± to 11' West 9.0;± to 11 .0;± Northwest <br /> 2" <br /> o N <br /> f\r <br /> � ex\5 <br /> 2' <br /> I to ek/stin C°�tOC� <br /> o <br /> 4" Class B Concrete <br /> 12" 0.D. 12" <br /> a <br /> O.D. + 24 <br /> 6" X 6" — W 1 .4 X W 1 .4 welded <br /> Wire Fabric. <br /> a <br /> STA. 454+40f & STA 461 +70 <br /> A, The concrete slope protection <br /> OUTSIDE PAVEMENT AREA (ditch lining) shall be constructed <br /> to the face of the retaining wall. <br /> TRENCH DETAILS CONCRETE DITCH LINING DETAIL <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE DAVIS ROAD WIDENING RESURFACING SHEET TOTAL <br /> — %*¢ � -%4 , y ��,2,U s/fie �� GL COUNTY OF SAN J OAQ U I N SCALE: NO SCALE CONSTRUCTION DETAILS SHEET <br /> (Turner Road To Woodbridge Road) 12 13 <br /> c:\davis\wid—xin2 -IbItAM5 I SHIMNo, <br /> Rok� 'D D-2t3 <br />