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1 2 3 i S I 8 7 8 8 10 <br /> R <br /> 0 <br /> o STOCKTON <br /> 01 DIVERTING NOTES: <br /> CANAL <br /> CD 'T' 1'-6' x 3'-6' EXISTING 1. FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES, <br /> 1 B I CONCRETE INFLUENT CONCRETE SEE DRAWING 9-1. <br /> N G_4 I PVP PRO CURB <br /> SEE SECTION B ON 2. FOR FULL-SCALE PIPING SCHEMATIC. SEE DRAWING 0-4, <br /> I NFORMATION G-4 FOR ADDITIONAL 3. CONTRACTOR SHALL REMOVE ANC1 REPLACE MW-206 PUMP <br /> AND PUMP MOTOR AS CESCR18ED IN SPECIFICATIONS. <br /> X X -- - x x x x _ _ x _i <br /> [--------- ------ -- -- 9' RT---� 3' CONCRETE <br /> II <br /> 2- W PVC I RETAINING WALL I SANK JCK UNLOADINGAREA <br /> IANCHOI�� ON TOP I I:' 2" W PVC (WALL) CONCRETE z <br /> 1 i T"Tice ON TOP OF WALL) I 1 ✓ PULL BOx G-4 <br /> G-4 OF CURB) I I 6.�0 Cir 1 1 <br /> I <br /> w I • <br /> A <br /> EXISTING 12" DIA I 1 - <br /> EFFLUENT FORCE i I 1 CITY <br /> MAIN FROM WATER 1 I NATER <br /> TREATMENT PLANT I 1 <br /> I <br /> RECOVERY 0 <br /> I II I <br /> GUARD POSTS AND HORIZONTAL TANK I 1 <br /> RAILS SIMILIAR TO DETAILS 01 <br /> 0 <br /> I AND 3. DWG G-3r I 1 1 <br /> MIX TANK I <br /> 4 i <br /> EXISTING TANK WILLwDOD <br /> 2' ISM PVC BE USED AS INFLUENT I TREATMENT BUILDING <br /> WATER HOLDING TANK <br /> 1 <br /> r-------- ---- EXISTING TANK WILL 1 I <br /> BE USED AS EFFLUENT I CAP CONNECTION <br /> HOLDING TANK E E <br /> I I I <br /> I HIGH STRENGTH I X15TING II I I EXISTING EMERGENCY <br /> WASTE I PIPE/CONDUIT I SHOWER AND EYEWASH <br /> TREATMENT Pill <br /> SYSTEM NRNK TANKICONTRACT NO. ISI I NO. I NO. 2L ------- 2' ISM PVC / / ASPHALT SURFACE--7 \\ <br /> P-235 ?' EFM PVC YY 1 \ <br /> MT-10 9 IW-7 RETORT PIT _ �I I MT-11 IW_IO ! P-231 <br /> -- 0 L-246, 247. 248 I ' <br /> �_B I I i , L-303. 304 <br /> 1YP 8 Iw-6 f <br /> REMOVE ]' CIA HOSE. <br /> 3 PLCS G_S - CITY WATER <br /> I <br /> � I Mr-t2 I <br /> /r RETORT NO. 1 I <br /> I I I <br /> I I I CONCRETE SURFACE <br /> C CONCRETE SURFACE <br /> IW-1I I <br /> 1N-S ONTRRC TIM SHALL FIE``D -CONppUIT BRIDGE I <br /> RETORT PIT ROUTE 2' EFM PIPING BELON 1 I INSTALLED DURING 1 C <br /> MALL- RETORT NUMBERS 1 AND 2 I PHASE 1 CONSTRUCTION ' <br /> —�� <br /> REMOV <br /> I <br /> I I 1 1/2" EFM PVC FLUSHING <br /> MT-9 RETORT N0. 2 I I 1' DIA HOSE <br /> 2" ISM PVC I I AND CAP EXISTING REMOVE PILOT INFLUENT <br /> I I REDUCERS WATER HOLDING TANK <br /> IW-4 [W-3 I I BIW-2 BIW-1 <br /> L-301, 302 I I I + L-243.242 I <br /> MT-8 I MT-7 E Mi-6 MT-S '�- -� <br /> ((�/ <br /> ____44 <br /> 1� I E F----- ------ <br /> I + <br /> LL <br /> R I I 2' ISM PVC <br /> MW-214 MT-11 MW_ <br /> TYP I E I PIPING TO REMAIN I m <br /> G-3 8 PLCS EM-2 <br /> REMOVE ENO CAP AND REMOVE 2' ISM BETWEEN <br /> /ASPHALT SURFACE I EXTEND 2" ISM TO PHASE I PILOT <br /> I I I THE NORTH SYSTEM IS SHOWN HOLDING TANK AND ISM <br /> O '�y I I ON DRAWINTO <br /> G C-1 M1_1 CONNPILOTCT 0N ISM ICONNECTIDN. • <br /> I , 3 REFERENCE PIPING <br /> G-3 SCHEMATIC ON OWG G-4 p <br /> I <br /> G33 PRELIMINARY <br /> I <br /> I NOT TO BE USED FOR CONSTRUCTION <br /> Mt I <br /> DATE 0= ISSUE <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> bMW-6 -F }I <br /> r-------_-_ _.-- -------___-------- ---------I-------_ 4 w------- <br /> J <br /> E I <br /> I <br /> I E <br /> I H <br /> I y <br /> I ' <br /> I � 4 <br /> I <br /> ) <br /> (� I <br /> —._— - 24" SS <br /> I -- IB" SS--J <br /> I <br /> I <br /> I <br /> I N <br /> e <br /> F PLAN I F <br /> .I. <br /> 10' 0 10' 20' • <br /> rl <br /> MARLEY COOLING TOWER COMPANY <br /> Ste„ <br /> ' 10 STOCKTON, CALIFORNIA <br /> SUBSURFACE SOIL FLUSHING SYSTEM <br /> 0,-U. - _ - DESIGNED._ MRW.CAW- <br /> r_� PROJECT N0. <br /> Z_¢ — - — — <br /> elack X Vleatch <br /> N o - CONTRACT NO. 13 DETAILED �'T A PHASE I I I CONSTRUCTION <br /> GENERAL CONSTRUCTION CHECKED Engineers-Archihech FULL-SCALE SYSTEM PLAN SHEET <br /> DATEROVED Kansas CITU, Missouri 11654 .652 2 OF 7 <br /> U=E U u <br /> PATE REVISIONS AND RE:ORD OF ISSUE N0. BY CK AP • <br /> CCC. DWG. NO: C0000762 <br />