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i <br /> C <br /> E �o T . 4N . , R . 6E . M . D . B . BcM . <br /> Existing Telephone Manhole to remain w o E <br /> t <br /> in place. Telephone Manhole adjusted o CD Sta. 454 +20 Salvaged exist. 23' <br /> by others after completion of project. o - 2 Strand Cable & Steel Post Fence. <br /> E Reset 23'L.F. 2 Strand Cable & <br /> o N m Steel Post Fence 43' Lt. <br /> fifo <br /> 7 <br /> E °° 1 o <br /> 0 � '� <br /> m + r + <br /> + LO a +67 - 18' Type D Driveway �j, <br /> � r; u,-,) 2 Relocate existing Pipe Gate 43' Lt. L Survey N O° 2 4' E <br /> o StaLrd—R <br /> 453+14 Place 7n o ° 41"� Oak Tree To Be Removed <br /> Install Cable Anchor Assembly N Sta. 460+70, 20' Rt. Install 18" Storm Drain <br /> (Breakaway Type A)(Typ.) Beam 0 <br /> M Inlet. Refer to S.J.Co. Std. DrawingNo. D-15 <br /> with 175 Const .n S t . N 0° 2 4 ' E <br /> Install Terminal Section 1 r,/,? � r J, r J,>; 7I & D-16 for details. Grate Elev. 32.30 <br /> (Type C)(Typ.) + es. vt <br /> C-4 <br /> +80 - 25' Type D Driveway <br /> a it W.I.D. Lateral Canal <br /> R/W 50 <br /> o /? R W <br /> v ^ E.P. <br /> E.P. ��' • . :`.....:` ... ,_.__ a.....,..._. �. ___I ...,?- ) ...p ... ____, _ .... ..... <br /> �.... __. <br /> 0 -"x"'�'..p.y.. ....m_ x <br /> 452 0 453 454 455 456 457 458 459 460 461 462 463 0 463 <br /> o <br /> t <br /> 0 <br /> 3' <br /> - 3' <br /> �— -. <br /> 0 3 u e G f c G .. i c c ., G c f, e c u f u e G C f. L c G C e C e W C M Yb b ® ® M <br /> a E P. <br /> E.P. 25, Sprinklers & Headerboard to remain in place 0 <br /> R/W t///ZZ1�:%!__�_L1 <_ f a Sto. 460+70, 20' Lt. Install 18" Storm R�W <br /> 100' r ry r` Mfr "'1 -' Drain Inlet Grate Elev. 32.30. +05 - 32' Type D Driveway <br /> Sta. 454+19.85, 3' Lt. Adjust Survey Minor Structure No. W-166, Remove & Reconstruct Sto. 460+70 Install 12"0 X 40' L.F. Alt. Pipe <br /> E E + 08 - 24' Type D Driveway (Type A). Pipe flowline Elev. 30.3 Lt. & Rt. <br /> Monument Frame & Cover. Exact m -0 N Irrigation Facilities. Refer to Sheet No. 8 for Details. Q A1� <br /> location to be determined by the m �° o w w �`� V M. H/Ey <br /> Engineer. Refer to S.J.Co. Std. o C 3 0 C LEGEND: 9 y <br /> r- o r, o No. 21258 <br /> Drawing No. R-28 for details. + u �+ * ¢ <br /> �J'f Construction Easement <br /> ✓_!_/A FCF IV I Q� <br /> , 0 0' 50' 100' c 7 cnuF <br /> PLAN SCALE J E C • 3 2 <br /> 34 34 <br /> 32 32 <br /> Ud <br /> 30 30 <br /> 28 28 <br /> 0' 50' 100' <br /> HORIZONTAL <br /> 26 <br /> PROFILE SCALE 0' 2' 4' <br /> 26 <br /> VERTICAL <br /> SHEET <br /> TOTAL <br /> CU. EXC. 4 6 14 13 8 16 14 11 18 18 17 20 15g <br /> YDS. EMB. 14 7 8 14 10 5 7 7 4 3 3 2 84 z <br /> cn STA. 452 453 454 455 456 457 458 459 460 461 462 463 464 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE D4VIS Road Widening/ sHEEr rornL <br /> �-� °%¢ �, �� ,, ;� sf3�9Q /� / COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN AND PROFILE Resurfacing(if SHEEfS <br /> '/I pt- (Turner Rd. To Woodbridge Rd.) 5 13 <br /> FILE NAME DRAWER SHEET NO. 1 ACAD <br /> W" • C:\DAVIS\PLAN3 <br />