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FLOAT CHECK VALVE ___ �� �C�; y;�J(��;�7 <br /> OVERFILL PROTECTION 1" DIA, VENT <br /> REFERENCE PIPE, <br /> DEPAR <br /> SLOPE 1/6 PER F IMENT <br /> PRESSURE VACUUM FOOT. 100 FOOTAIR BREATHER ASSEMBLY <br /> VALVE VENT CAP MAX DISTANCE, 9330 BALBOA AVENUE <br /> (DO NOT PAINT) SAN DIEGO, CA 92123 <br /> (5),3 <br /> DIESEL. UPDRAFT 1" Dilk Oc 1999 Jack in the Box Inc. <br /> VENT CAP --l" DIA. BLADDER -these drawings and specifications <br /> are the property of Jack in the Box Inc <br /> VAPOR INLET ASSEMBLY <br /> (DO NOT PAINT) L SYPHON and shall not be copied or reproduced <br /> without its previous written consent. <br /> :-7 <br /> .1 11 TT 1 <br /> SYPHON TUBE ADAPTOR <br /> r <br /> SEE NOTE PLUG dates <br /> RELEASE: OCT. 25, 2004 <br /> P.M.(JIB ONLY): <br /> BALL VALVE <br /> BLADDER SUPPORT <br /> ASSEMBLY z PERMIT: <br /> IVENT PIPES BID: <br /> > <br /> M CONSTRUCTION: <br /> D <br /> VAPOR 1 revisions <br /> > <br /> A <br /> W SUBMITTED 5Z8Z2�__ <br /> A <br /> ul <br /> v LJ <br /> CL <br /> AIR SYPHON 'RJBE Lj- <br /> 0 <br /> ul <br /> C <br /> BALL VAi 400 GALLON BLADDER <2) <br /> 'N <br /> SEE NOW "B" <br /> i ��, IL...__.1 _ ...._..._..............a......._......... <br /> > <br /> '60 !:tl <br /> 4.00 GALLON TANK, Uj <br /> 36" Q.D. x 93" LONG M <br /> 1" DIA CONDENSATE <br /> BALL VALVE,- N DRAIN <br /> SEE NOTE "B" <br /> PLUG <br /> TANK SLAB, SEE <br /> DETAIL 11/F6.0 <br /> I VA / <br /> ,...,-,._'--_-...,..-r--,-_._.....,....7 <br /> 7 � <br /> A-I'll'' I <br /> NOTES: NQ-Ti BALL VALVE LOCKED OPEN <br /> PADLOCK FEA'T`URE. DURING NORMAL OPERATION <br /> I� ALL BALL VALVES TO HAVE tlQTE-3: BALL VALVE LOCKED CLOSED <br /> 2, PASSIVE. 'TANK PRESSURE CONTROL - NO ELECTRICAL <br /> POWER REQUIRED, DURING NORMAL OPERATION <br /> 3- ALL 1" PIPING SHALL BE GALVANIZED, FURNISHED AND <br /> INSTALLED BY G.C. <br /> E <br /> 4. ALL BALL VALVES, FLOAT CHECK VALVE, AIR BREATHER <br /> ASSEMBLY AND BLABBER TANK SHALL BE FURNISHED BY JIB <br /> AND INSTALLED BY G.C. HL <br /> (0 <br /> C) 5. ALL CLEAN AIR SEPARATOR COMPONENTS SHALL BE PRIMED <br /> C) <br /> Ili AND PAINTED WHITE BY G.C� CGRoup Mic. <br /> F-,DT044.DWj16 <br /> E 05 (D CLEAN AIRSEPARA"r0li NO SCALE AR(MCTIRE <br /> LANDSCAPE ARafrECTI)RE <br /> CL EN(kiEUNG <br /> 7 DMONMENTAL SRVICES <br /> TANK & FOOTING e31 Dmos Blvd #210 <br /> Rosevilli CA 95661 <br /> 3E"o ------ <br /> Tell: 9%--771-255 <br /> 1°-0 11/16. 5 <br /> Far 9%-771-9255 <br /> E <br /> Web: Ndeskmcom <br /> (TYP.) <br /> Malift CA WrOm, CA Rom*, CA <br /> m B*vue,WA i CA <br /> Ul <br /> 5/8" 1 X 6" HILT1 i BOLT RHL JOB#: JIB05002,2 <br /> 0 4" EMBEDMENT MIN, <br /> E <br /> ----- -- 31-C 710-1--- (4 PLACES) (ICBG ER4 <br /> /4- CHAMFER 627) C> <br /> it site information <br /> E 0 <br /> 3 - <br /> FINISH GRADE <br /> MK TYPE: 8ECBRLN68 <br /> 2" MAX 11/16"0 <br /> 00 X <br /> ups �a <br /> JIB #: 4374 <br /> _ III— <br /> 3" CLR 2 <br /> LO 11 -'- _Z <br /> .........77- -- <br /> CLR (TYP,) 30"o ADDRESS: <br /> mg <br /> a) X �:lj <br /> CD TY PKY. <br /> a 10858 TRINI <br /> V) <br /> BASE <br /> 11/16-0 2! TO C KT 0 N, CA 95219 <br /> 2#-0" 2�—O <br /> 4 HOLES ON <br /> Q N 32" DIA.a = DRAWN BY: Wi <br /> m (6) #4 EACH WAY 1Y), 2'--0" 2'-0- <br /> 0 <br /> 0 SCALE: AS NOTED <br /> m <br /> 1 0 TYPICAL HOLD DOWN CLIP <br /> SECTION m TANK SLAB BASE PLAN ----------- <br /> --------------- --- <br /> n- <br /> CRITERIA <br /> SOIL BEARING 1000 PsC ADJ, VAPOR BLADDER <br /> 0 -& <br /> SEISMIC ZONE 4 1 <br /> 1. MIN. CONCRETE COMP STRENGTH = 2500 psi <br /> Ca=0,44No <br /> 2. MIN, Ri YIELD STRENGTH = 40000 psi SYSTEM <br /> 01� 8 CLEAN AIR TANK MOUNTING SLAB DETAILS NO SCALE F6mO <br />