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41100' A.C. Trans. 100' A.C. Trans. <br /> I <br /> W <br /> +° <br /> --- <br /> _ ----� t_ N rape Vine/Post <br /> Sta. 368+'5t - Place Storm <br /> `,, z -_ Drain Inlet. Refer to Sheet No. 15 for <br /> 0 �✓ �' Storm Drain Inlet Details. Refer <br /> Place 12"0 x 74 L.F. C.S.P. '� ` ; V to S.J.Co. Std. Drawing No. D-16 <br /> (0.109" thick). Connect to 1 m cn e� N \ for Frame & Grate Details. <br /> exist. pipe (Standard Joint). `,p i Grate Elev. 64.40. <br /> Invert Elev. 61.50. `',� A +45-Relocate P <br /> `s, \ - 1 $ i Existing Pipe Grape vines, anchors and wire to <br /> Place 18"0 X 90 L.F. C.S.P. `sJ is a Gate 135' Lt. ao6ti� be removed within channel R/W. <br /> (0.0109" thick). (Standard ✓✓✓✓✓✓ <br /> Joint). Invert Elev. 62.50. \ `, xist. sigqn to �` `` lace 18"0 X 76 L.F. C.S.P. <br /> Exist. bride to remain remain in place <br /> 1 9 0.109" thick). Standard <br /> / - in place. Refer to Sheets �L ( ) <br /> 'H <br /> Const.St. No. 13 & 14 Bride Rail �, s y Joint. Invert Elev. 61.95. +I <br /> e hove exwst- Removal & Replacement `t, ex!tRePlopBate > s. a <br /> R/W �12 0 Oak Tree Gate 115' Lt P 9 �- RfW <br /> Details. <br /> V ; Sta. 366+60tE.P ,or__ _ ._-, Place Storm Drain Inlet <br /> Grate Elev. 65.00. \ 3aR <br /> r <br /> 366 /, 1 ,/r t-. ?367J ' - 368 / 369 <br /> LAI <br /> xist Traffic Counter Facilities FT p p <br /> to remain in place. 1 30' `L P. <br /> _.._....... __.... _..._ .....__..------ <br /> Controller <br /> _.-_Controller Irrigation VaIv <br /> * R/W�--,.------ ,� ....� — — = — —`_ ...- -` - -- - _ . . . lace 18"0 X 38 L.F. C.S.P. 0 �R/W i1 <br /> Irrigation Valve �� Pull Boxes to be relocated N. . HV. ,� n Connect to exist. pipe eou1l9")� N <br /> -� - by others. 36"0 Standpipe IN $' I^ P P coupling <br /> + ,' + band (Standard Joint). Refer to S.P. <br /> LEGEND: Exist. 36"0 Standpipe D97A, D97C & D97E for Details. Refer <br /> \ o / to Trench Detail Sheet 15. Invert <br /> Exist. 10"0 Standpipe <br /> n � 0.10' A.C. Overlay. �� o `Service Pole 4a Elev. 61.80. <br /> y a_ m Remove 48' exist. 18"0 Irrigation Pipe. <br /> ® Dwy. (Type A) 0.17' A.C. over Place 18"0 X 48 L.F. Reinforced Conc. Pressure Pipe <br /> 0.50' Class 2 Aggregate Base - " / (Rubber Gasket)(Closs III). Connect to exist. pipe <br /> I Dwy. (Type C) 0.33' Class at each end. Refer to SP D97H, Sheet No. 16 for Pipe <br /> Aggregate Base. r _ _ Connection Detail and Sheet No. 15 for Trench Detail. <br /> Dwy. (Type C) Var. Depth ?� (7 -_ _-+y0� +05 Relocate existing <br /> TI 0 !3 � Pipe Gate 80'f Rt. <br /> .. Class 2 Aggregate Base. N _ <br /> r ta: 0 1 =___ 1 Irrigation Valve <br /> rr'I ---► Direction of Surface Drainage. �_ rn x' 1 .- - __-_ \ ) <br /> z (Slope to Drain) <br /> 3 Note 1. Finished surface of driveways shall bei t oFSSI <br /> sloped to drain See Sheet No. 15 Q <br /> fT1 for Driveway Typical Section. o �___ /" ��, � y�9 <br /> 2. Finished grades for Driveways and 0. 21258 <br /> "Slope to Drain" areas will be <br /> established by the Engineer. Exp. 9-30-97 <br /> D 3. Existing Irrigation Facilities to remain C1V1` <br /> £ in place, unless otherwise shown. FBF <br /> • M <br /> z MARIPOSA ROAD RESURFACING Sheet No, <br /> COUNTY OF SAN JOAQUIN N❑ SCALE PLAN Austin Road To Gawne Road 7 of 18 <br /> Drawn B Date Project Engineer Date Checked Date Submitted Date A a commended Pate <br />