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011 <br />CHECK VALVE SHALL BE INSTALLED <br />BETWEEN HOT WATER SYSTEM AND - <br />NEXT CLOSEST TEE <br />EXPANSION TANK <br />COLD WATER SUPPLY <br />I <br />I <br />WH <br />1 <br />I <br />GAS VALVE I <br />H.W. SUPPLY <br />f•/ SHUT-OFF VALVE <br />PRESSURE & TEMPERATURE <br />RELIEF VALVE TO FLOOR SINK <br />ROUTE TO EXTERIOR OF BUILDING <br />AND TERMINATE IN APPROVED <br />MANNER <br />SECURE TO WALL W/16 GAGE <br />METAL STRAP <br />PVC PIPES FOR FLUE <br />VENT & COMBUSTION AIR <br />A" CONDENSATE DRAIN TO <br />f FLOOR SINK. <br />PROVIDE NEUTRALIZING KR TO <br />NEUTRALIZE ACIDIC DRAIN <br />BURNER ACCESS <br />DRAIN VALVE FLOOR SINK <br />DRAIN PAN <br />STORAGE TANK GAS WATER HEATER (CONDENSING TYPE) <br />SIDE VIEW <br />(CUTAWAY) <br />i <br />12" MIN. <br />WHEN SUBJECT <br />TO TRAFFICS <br />INLET <br />INVERT <br />5._0. <br />1000 GALLON <br />GREASE INTERCEPTOR <br />MODEL JP1000G <br />TRAFFIC RATED ACCEPTED BY UPC® <br />24" CAST IRON FRAME & COVER <br />WITH GASKET. (TWO STANDARD) <br />24" <br />r------- I r-----_—_� <br />I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />J <br />I I I I <br />1 <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />TOP VIEW <br />(COVERS & RISERS REMOVED) L ---------J L_ ---____J <br />■ LIQUID CAPACITY: 1,000 GALLONS. <br />■TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY <br />SOIL CONDITIONS (WATER TABLE BELOW TANK) <br />EARTH COVER OVER TANK NOT TO EXCEED 6 FT. <br />AS REQUIRED <br />2432 RISE <br />CUTLET <br />INVERT <br />"--4"PVC INLET <br />& OUTLET <br />PIPE AND <br />FITTINGS <br />TANDARD <br />INTIM OICAVATION SEE <br />W -I' X V-2' X DM'1H REOV. <br />• SUITABLE NATIVE OR SUB -BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. <br />THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL <br />BE COMPACTED TO 907 MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT <br />GEOTECHNICAL ENGINEER. <br />Is FOR COMPLETE DESIGN AND PRODUCT <br />INFORMATION CONTACT JENSEN PRECAST. <br />70-01-03 <br />t 000G_JP—W.Cwg <br />® 2003 Jenaen Precast <br />DETAIL SHOWS GENERAL SCHEMATIC REQUIREMENTS. CONTRACTOR SHALL SUBMIT <br />PROPOSED GREASE INTERCEPTOR INSTALLATION PLANS AND SPECIRCATONS TO <br />LOCAL AUTHORITIES FOR THEIR APPROVAL BEFORE ACQUISITION OF INTERCEPTOR. <br />PROVIDE INTERCEPTOR WITH ADEQUATE STRUCTURAL STRENGTH TO ACCOMODATE <br />VEHICULAR TRAFFIC AT INSTALLATION LOCATION. PROVIDE TANK WITH MINIMUM <br />750 GALLON CAPACITY OR LARGER IF REWIRED BY LOCAL AUTHORITIES - VERIFY. <br />PRECAST CONCRETE GREASE INTERCEPTOR <br />NO SCALE <br />SAMPLE BOX <br />WITH PIPE CONNECTORS <br />MODEL 2432-Z <br />24" CAST IRON FRAME <br />& COVER WITH GASKET <br />(GASTIGHT) <br />AS REQUIRED <br />VARIABLE <br />(AT EXTRA COST) <br />ARMET DAVIS NEWLOVE & <br />ASSOCIATES, AIA ARCHITECTS <br />1330 OLYMPIC BLVD. <br />SANTA MONICA, CALIFORNIA 90404 <br />PH 310 452-5533 FAX 310 450-4742 <br />L & D ENGINEERING <br />ENERGY & MECHANICAL SYSTEM CONSULTANT <br />= f <br />24322432-0 <br />TEL: (310) 452-0575 <br />FAX: (310) 450-4742 <br />EMAI L: KAV EH ®LA N D D EN G I N EER I N G. C O M <br />REV. DATE DESCRIPTION <br />2432-06 RISER -6° <br />AND EXISTING CONDITIONS PRIOR TO SUBMISSION OF BIDS. THE <br />CONTRACTOR SHALL NOTIFY TIE DESIGNER'S OFFICE IMMEDIATELY OF <br />ANY DISCREPANCIES, INCONSISTENCIES OR OMISSIONS PRIOR TO <br />COMMENCEMENT OF ANY WORK, AND AWAIT THE DESIGNER'S <br />VARIABLE <br />24" <br />2432-12 RISER -12" <br />USED ORISCLOSED TO <br />ADAPTED <br />REPROOU COPIED. BUTED. HOUT TILE <br />OR OISRNANYONE FOR ANY PURPOSE. NOR WN <br />- <br />36-1/2" <br />DIA. <br />_ <br />MINIMUM <br />jIINNfC. <br />12" <br />17" <br />SIDE VIEW <br />^.,•:_'., <br />37, <br />CUTAWAY <br />jk <br />L~ 32 <br />h' <br />-DIA. <br />PIPE CONNECTOR <br />r. <br />SEE DETAIL <br />BELOW <br />-..�_ "�'.•• <br />COMPACTED FILL <br />7847 TAM O'SHANTER DR. <br />OR UNDISTURBED <br />DATE <br />EARTH <br />JOB NO. <br />I <br />DRAWN BY CHECKED BY <br />FILE NAME <br />(AFI <br />TOP VIEW <br />COVERS = <br />AND RISERS <br />REMOVEDyy' <br />VARIABLE OUTSIDI <br />BOX WEIGHT: 1250 LBS. <br />BOX DESIGN LOAD: H-20 TRAFFIC <br />SAMPLE BOX MUST BE PLACED ON <br />SUITABLE BASE OF COMPACTED SOIL <br />OR UNDISTURBED EARTH IN TRAFFIC <br />CONDITION. FOR COMPLETE DESIGN <br />AND PRODUCT INFORMATION, <br />CONTACT JENSEN PRECAST. <br />SHOWN <br />WITH PIPE <br />DETAIL <br />PIPE CONNECTOR <br />(Z-LOK) <br />PIPE CONNECTOR <br />CAST INTEGRALLY <br />IN WALL. WILL ACCEPT <br />PIPE O.D. (INCHES) <br />MIN. MAX. <br />4.25 6.25 <br />SEE Z-LOK PIPE CONNECTOR PAGE <br />FOR ADDITIONAL INFORMATION <br />Al ':.'FSA <br />a <br />�r <br />ARMET DAVIS NEWLOVE & <br />ASSOCIATES, AIA ARCHITECTS <br />1330 OLYMPIC BLVD. <br />SANTA MONICA, CALIFORNIA 90404 <br />PH 310 452-5533 FAX 310 450-4742 <br />L & D ENGINEERING <br />ENERGY & MECHANICAL SYSTEM CONSULTANT <br />1330 OLYMPIC BOULEVARD, #8 <br />SANTA MONICA, CA. 90404 <br />TEL: (310) 452-0575 <br />FAX: (310) 450-4742 <br />EMAI L: KAV EH ®LA N D D EN G I N EER I N G. C O M <br />REV. DATE DESCRIPTION <br />CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL PORTIONS OF <br />THE CONSTRUCTION DOCUMENTS AND SHALL VERIFY ALL DIMENSIONS <br />AND EXISTING CONDITIONS PRIOR TO SUBMISSION OF BIDS. THE <br />CONTRACTOR SHALL NOTIFY TIE DESIGNER'S OFFICE IMMEDIATELY OF <br />ANY DISCREPANCIES, INCONSISTENCIES OR OMISSIONS PRIOR TO <br />COMMENCEMENT OF ANY WORK, AND AWAIT THE DESIGNER'S <br />CLARIFICATION WHERE APPLICABLE SUBMIT ALL NECESSARY SHOP <br />DRAWINGS TO THE DESIGNER'S OFFICE FOR APPROVAL OF DESIGN <br />COMPLIANCE PRIOR TO FASRICATON. <br />ALL IDEAS, DESIGNS AND SPECIFICATIONS REPRESENTED BY THESE <br />DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF L & D <br />ENGINEERING, INC. NONE OF THESE IDEAS OR DESIGNS SHALL BE <br />USED ORISCLOSED TO <br />ADAPTED <br />REPROOU COPIED. BUTED. HOUT TILE <br />OR OISRNANYONE FOR ANY PURPOSE. NOR WN <br />WRITTEN MISSION OF L & D ENGINEERING, INC. <br />COPYRIGHT C L & D ENGINEERING. 2005 <br />jIINNfC. <br />Y � f <br />�R <br />RGE <br />B� G <br />I <br />LOCATION <br />BURGER KING <br />7847 TAM O'SHANTER DR. <br />STOCKTON, CA 95210 <br />DATE <br />09-25-17 <br />JOB NO. <br />170805 <br />DRAWN BY CHECKED BY <br />FILE NAME <br />PLUMBING DETAILS <br />P5 <br />