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8 7 6 5 4 3 2gh1 <br /> EXT'G CONCRETE ' <br /> RESERVOIR <br /> D EXT' TOWER FOUN ATION D <br /> C� 120 FT DIA,) <br /> N <br /> PIPELINES REMOVED PIPELINES REMOVED <br /> TO BUILDING FROM TRENCHES <br /> SOIL <br /> STOCKPILE <br /> EXT' ELEC. <br /> VAULT <br /> � 1 PILE 2 <br /> 003 #2 <br /> 11-PH :_____-------------= - 'p================= -------------- _ -_-- ----- ---- <br /> C 10-PH 9-PH ---------- -- --- -- -- --- - = 001 3 ',� C <br /> 8W 7M 6E L- - ' <br /> ' --- PILE�1 <br /> #1 2 <br /> '4E <br /> 4 <br /> EXT'G CURB 5W- "--- <br /> 12-PH <br /> 13-PH <br /> PILE 5 PILE 3 <br /> SOIL OUTLINE OF <br /> STOCKPILE EXT'G EXCAVATI❑N PILE 4 <br /> CLOSURE IN PLACE BY <br /> 14-FDN CONCRETE GROUTING <br /> B 1 - 3" PIPELINE 6' LONG SEE NOTE 1 B <br /> 1 - 3" PIPELINE 9' LONG 2 FORMER RIVETED STEEL TANKS <br /> 1 - 1 1/2" PIPELINE 6' LONG 9' DIA X 18' L (-8500 GAL) <br /> NOTE: <br /> ACCESS ROADWAY 1, EXCAVATI❑N BEYOND CURB LINE <br /> SHOWED NO PIPE C❑NTINUATI❑N <br /> FROM TRENCH, <br /> S❑IL SAMPLE L❑CATION <br /> EXT'G <br /> BUILDING <br /> CHOW ENGINEERING, INC. <br /> 7770 PARDEE LANE. 5111E 100 OAKLAND CA <br /> DESIGNED BY: A <br /> DRAWN BY: <br /> CHECKED BY: C, <br /> APPROVED BY: CALIFORNIA WATER <br /> REVISIONS 1602 E. LAFAYETTE ST, STOCKTON <br /> S O I'n\\I V ❑ R 1/�/�\I. S T R E ET- ZONElFiEVI DESCRIPTION DATE APPROVED - <br /> SIZE PRI N0. DWG NO. REV <br /> B 11R-120 FIGURE 3 _ ;1 <br /> - SCALED <br /> 1/16" : i'-0" SHEET 1 OF 1. <br /> 8 7 6 5 4 3 2 1 <br />