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1 2 3 4 5 6 7 B• 019 10 <br /> 0 <br /> In <br /> m <br /> DgIN"EEATINGON NOTES <br /> m 1. FOR LEGEND. ABBREVIATIONS AND GENERAL <br /> I I <br /> NOTES. SEE DWG G-1. <br /> 2. CONTRACTOR SHALL PROVIDE AND INSTALL FM-1 DURING PHASE I <br /> CONSTRUCTION. 1' PVC SHALL BE INSTALLED FROM A MINIMUM <br /> 1 OF 12" UPSTREAM TO 12' DOWNSTREAM OF F14-1. CONTRACTOR <br /> INFLUENT PUMP SHALL REMOVE FM-1 AND REPLACE APPURTENANT I- PVC WITH <br /> 2" PVC DURING PHASE Ill CONSTRUCTION. <br /> I <br /> I <br /> BFV-12 �- <br /> 2' M 3. FM-2 PROVIDED BY OWNER. <br /> 4. FULL-SCALE SYSTEM WILL BE MODIFIED AS APPROPRIATE <br /> L�\ BV-3 BASED ON PILOT STUDY. <br /> I LSH S. CONTRACT NO. 15 HIGH STRENGTH WASTE TREATMENT <br /> I SYSTEM WILL BE USED TO TREAT FULL-SCALE FLUSHING <br /> INFET 2' W <br /> A q <br /> FV-13 SYSTEM EFFLUENT. A <br /> NHOLDILUNGE S. FIELD VERIFY CONNECTION WITH EXISTING 4' DIA MIXER <br /> L� A STINCI SYSTEM MATER SUPPLY WITHIN WOOD TREATMENT BUILDING. <br /> { FM-2 T 7. CONTRACTOR SHALL FIELD ROUTE PIPING TO THE SATISFACTION <br /> SLL \ CONNECTION WITH 4' DIA OF OWNER AND MODIFY EXISTING NATER SERVICE AS NECESSARY TO <br /> I BFV-14 MIXER SYSTEM WATER SUPPLY ACCOMODATE NEW CONNECTION. <br /> ` LSH WITHIN WOOD TREATMENT BUILDING <br /> CITY WATER <br /> ' <br /> 2ISMS <br /> I EFFLUENT <br /> HOLDING <br /> EXISTING TANK <br /> 12' EFFLUENT (EXISTING) <br /> FORCE MAIN <br /> FROM WATER <br /> TREATMENT <br /> PLANT <br /> B BFV 7 • <br /> IW-) <br /> BFV <br /> 6 <br /> IM-8 IW-10 PATCH ASPHALT ABOVE <br /> \ TO <br /> BFV-9 IM-9 BFV-B / BFV-10 MATCHSEXIST INGNASPHALT <br /> EXISTING ASPHALT <br /> 2" ISM CITY WATER EL 29,00! <br /> IW-6 t" EFM - <br /> BFV-11 <br /> BFV-S PILOT INFLUENTSADDLE FITTING <br /> \ HOLDING TANK CONNECTION <br /> A. M/SS BANDS <br /> 2" W PVC <br /> IW-S TAP EXISTING 12' DIA PVC <br /> 1 1/2" EFM-` ENT FORCE <br /> 1 1/2' EFM 2' ISM MAINUINV ELL 2S OO <br /> ,p pip" <br /> FM-1p op op°J, <br /> C -�— C <br /> /BFV-4 / BFV-3 /BFV-2 / 9FV-1 <br /> IN-4 IN-3 �-V-2 IW-2 I' DIA HOSE IW-t <br /> B <br /> SECTION A <br /> FM-4 NO SCALE G-2 <br /> 3" GW <br /> W-2 -=-T <br /> MW-214 MW-2D6 FM-3 <br /> I tEXISTINGI (EXISTING) <br /> f <br /> TOI EXISTING GROUND <br /> WATER TREATMENT SYSTEM <br /> Q i D <br /> PILOT, FULL—SCALE FLUSHING SCHEMATIC <br /> (SEE NOTES 2 THRU S) ANCHOR BOLTS LOCATIONS PUMP BASE <br /> AND SIZES, AS REQUIRED j <br /> BY EQUIPMENT <br /> PATCH ASPHALT <br /> 2' N PVC I" GROUT IMINJ <br /> TO INFLUENT WATER <br /> HOLDING TANK II II - XI TING ASPHALT <br /> 1' DIA HOSE TO EXISTING MOOD 8' (MIN) II II f <br /> MW-206 DISCHARGE /—TREATMENT BUTLOUZ 11 <br /> 2" X I' REDUCER STEEL PIPE SLEEVE ^ 0 0 0 45 @ 12" G' (MIN) <br /> 2' N PVC FROM O"p.O o0 <br /> EA 4" DIA MIXER ID-2 1/2 0 p°p°p"p ep.c <br /> SYSTEM WATER SUPPLY MELD PLATE TO SLEEVE E <br /> PIPING WITHIN WOOD IMIN 0/2 THICKNESS) <br /> TREATMENT BUILDING— <br /> ExISTING 2' TEE M/ THREADED <br /> ENO CAP. REMOVE ENO CAP <br /> SECTION e <br /> NO SCALE G-2 <br /> EXISTING 2' WELL DETAIL <br /> 2 <br /> PUMP DISCHARGE PIPING NO SCALE G-2 <br /> FROM MW-214 <br /> ISEE NOTES 6 l 7) <br /> PRELIMINARY <br /> DETAIL I NOT TO BE USED FOR CONSTRUCTION <br /> NO SCALE G-1 <br /> f1ATF DF ISSUE <br /> F <br /> F <br /> u <br /> MARLEY COOLING TOWER COMPANY <br /> G-4 <br /> __ STOCKTON , CALIFORNIA <br /> _-_ DESIGNED CAM PROJECT NO. SUBSURFACE SOIL FLUSHING SYSTEM <br /> I JJJ <br /> zT4 0 - -- - DETAILED _ <br /> CONTRACT N0 . 13 ""T Black&veatctl <br /> 3C"N o GENERAL CONSTRUCT I 0 CHECKED �' Engineers — Architects PIPING SCHEMATIC, SHEET <br /> .. <br /> APPROVED__ Kansas City, Missouri 1 1654 .652 SECTIONS AND DETAILS 4 of 7• <br /> a¢o u 'ATE REVISICNS AND RECORC OF ISSUE NO.1 BY CK App DATE <br /> CCS. DWG. NO: CL100692 <br />