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10112/2006 15:49 209-848-0161 MOZINGO CONSTRUCTION PAGE 06/10 <br /> APN;229-170-71 AP t229-200-1 5 <br /> FURTAP0 HOLME5 <br /> APN:229-170-49 1 <br /> SSJiD 50' Road ROW <br /> 5JID LATERAL "5--' <br /> 0—/ APN!229-190-10 <br /> N MEL NAT PROPERTIED LLC <br /> x -x—x x-x 0 <br /> APN!229-170-79 I <br /> EATON <br /> Ui <br /> a� VIEW v <br /> 1"=20' <br /> w <br /> TV <br /> a <br /> EL <br /> w <br /> w <br /> I <br /> w <br /> C/L=147.2' <br /> 150 147.4' 1 c <br /> Ef5=146, <br /> 140 1 <br /> T7i <br /> PROPOSED INV. 50'x (2) 1.8"(GLASS 4) RGRCP <br /> (2)48"=136,3' <br /> COMMENTS: <br /> 1_ REMOVE ASPHALT, <br /> ELATION VIEW 2. DIG DOWN AND REMOVE OLD PIPELINE. <br /> rC 3. MAKE BED EOR R.G.R.C.P, <br /> SSr6LE 4. BACKFILL IN 6" LIFTS, USE VIBRATORY ROLLER <br /> H:1"=20' COMPACTOR TO ACHIEVE +989; COMPACTION. <br /> V:1'=1 0' 5. ROAD DONATE FINAL FILL (ASPHALT) WITH S.J_ CO, <br /> V 1110IE; TMS PLAT IS INSERTED FOR LOC111TON PURPOSES ONLY AND NO RFSPONSIBUTY IS ASSUMED HERMNDER. <br /> SOUTH SAN JOAQUIN IRRIGATION DISTRICT <br /> 20 <br /> ENTERPRIZE ROAD CROSSING <br /> REPLACMENT-LATERAL "B" <br /> SEMON <br /> F LATCRAL"6' 36,T,1S.,R.9E, OWG N0, <br /> ENTERPRIZE RD. 2006_pipingv2.dwg <br /> PROXCT LOCATION PRAWN BY; RAY >aELLSTROM <br /> DATE; MARCH 2005 <br />