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13, 31 , 200 '00: 27 FAX 2092494612 SSJ1D 14004''008 <br /> G <br /> VANDEK C_)CHAEF DOOKENBAL <br /> APN 205- 100- i 2 APN 205- 100-03 <br /> i j w <br /> o i <br /> � � I <br /> r <br /> ANGLE POINT <br /> END OF PIPELINE I j <br /> PROJECT <br /> I j I <br /> I A <br /> li I <br /> I i <br /> I I I <br /> I I <br /> PLAN VIEW I <br /> 1 "=20' I I , w <br /> I I <br /> I <br /> J <br /> N <br /> N <br /> I....... j . <br /> ....... . .'85.0'.._.. �. ....___ L <br /> I I I QO <br /> C/L <br /> I <br /> ELEVATION VIEW j EP=84,9 <br /> EP784,8' <br /> SCALE <br /> H' 1 "=20' <br /> V:1 = 10, <br /> i.. i <br /> I ��,.__ . . .._ ... <br /> Y COMMENTS: 40 { 6 CLA5q4) RGRrP , ......__..,., .? . <br /> 1. REMOVE A5PHALT, <br /> i 2. DIG DOWN AND REMOVE OLD PIPELINE. <br /> a 3_ MAKE BED FOR R.G_R.C_P. <br /> ! 4, BACKFILL IN 6" LIFTS, USE VIBRATORY ROLLER COMPACTOR TO ACHIEVE +98% COMPACTION. <br /> 5. COORDINATE FINAL FILL (ASPHALT) WITH S.J. CO. ROAD DEPT. <br /> VICINITY MAF _UTE: THIS PLAT IS INSERTED FOR LOCATION PURPOSES ONLY AND NO RESPONSIBILITY IS ASSUMED HEREUNDER, <br /> z SOUTH S <br /> AN JOA <br /> QUIN IRRIGATION DISTRICT <br /> z DODDS <br /> LATr L "ef" ZUMWALT ROAD CROSSING <br /> Ro'D CFO 51NG m REPLACMENT—• LATER " " <br /> AL Qfc� <br /> SECTION <br /> 26 T,1 E.,R,8E DWG NO. <br /> 120 H2007xxx.owg <br /> I? DRAWN DY: RAY HELLSTROM <br /> GATE: JUNE 2007 <br />