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" EHEQQL MELENDEZ 1 . SHOULD A CONFLICT - OCCUR BETWEEN THE SPECIFICATIONS, DRAWINGS CORES. ST AWARDS OR MANUFACTURERS INSTRUCTIONS. _ DESIGN THE MORE STRINGENT OR RESTRICTIVE CONDITION SHALL HAVE _ 2. TEDENCE. FR-UER TO CIVIL DRAWINGS HECDRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED ANDATIODRAINAGEUNDEBASIN50UND UTILIT(E5� PROJECT. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION THE ��/// D Q GROUP CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS. SEQUENCES AND PROCEEDURES IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. ALL TANK AND LINE INSTALLATIONS SHALL BE 3. DIMEN51ONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE PERFORMED BY A LICENSED C61-D40 CONTRACTOR. D&NONC'ONSULTANT/ I ('ONRTRUC•rK)NACAIIAO RHI' CONTRACTOR BEFORE START OF CONSTRUCTION OR FABRICATION. THESE PLANS ARE DIAORAHATIC IN NATURE AND �WVIRC714RNTAL ArIRVIrM ARE NOT INTENDED TO BE AN REPRESENTATION IF 015CREPENCIES ARE ENCOUNTERED, THE CONTRACTOR SHALL OF THE FINAL PRODUCT, THESE PLANS SHALL BE 7035 ORKII "AVP.NIHI P.1)IM)X 17111147 NOTIFY THE MELENDEZ DESIGN GROUP IN WRITING PRIOR TO USED BY THE CONTRACTOR AS AN AID ONLY. IIUOIL70N•CA91776 CONNENCMENT OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE 10.VA 91791 , 4. CONTRACTOR SHALL PERSERVE IN PRE-EXCAVATION CONDITION ACOMPLETE INSTALLATION OF TANKS PIPESAND ALL EQUIPMENT ASSOCIATED WITH SCOPE Nllp (289) 852-0170 W (109) 852.3031 ACTIVE UTILITIES TRAVERSING THE PROJECT SITE. CONTRACTOR OF WORK. SHALL REPAIR DAMAGE TO SUCH UTILITIES CAUSED BY YORK MINI MART GAS STATION AND TRUCK F U E L I N F FACILITY UNDER THIS CONTRACT TO THE SATISFACTION OF THE MELENDEZ ENGINEERS DE51GN GROUP THE LOCATION AND 51ZES OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY FROM INFORMATION OF RECORD AND SITE INVESTIGATION THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND 51ZE5 OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCA55IONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL OF THE INDICATED UNDERGROUND UTILITIES WHICH ARE SHOWN. ^ EE5. UNDERGROUND STORAGE TANK DIMENSIONS SHOWN ON DRAWINGS ARE M M D BASED ON THE BEST AVAILABLE INFORMATION. ACTUAL STORAGE w w TANK DIMENSIONS HAY VARY, 6. CONTRCATOR SHALL PROTECT EXISTING STRUCTURES. TREES AND OTHER PERMANENT OBJECTS. SHOULD ANY FINISHED WORK BE DISTURBED DURING UST REMOVAL OR INSTALLATION THE CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITIONS. F- 1 TITLE SHEET CONTRACTOR: 7. EXCAVATED SOILS TO BE SCREENED AND SEGREGATED ON SITE PRIOR TO STOCKPILING. STOCK PILED SOILS TO BE PLACED IN DESIGNATED AREAS ONLY (VERIFY LOCATIONS �/ OWNERS) F-2 S ITE PLAN B. DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. F-3 PIPING SCHEMATIC 1 PHASE 1 1 F-4 PIPING SCHEMATIC t PHAN 11 , F-5 TANK SECTION t PHASE II , F-6 TANK SECTION t PRASE II , SHEET TITLE F-7 FUEL DETAILS F-8 FUEL DETAILS C O p IE O IF y O Q KF-9 FOUNDTA I ON PLAN t PIusE 1 1 THE OVERALL ORDER OF WORK 15 ANTICIPATED TO PROCEED AS FOLLOWS : F- 10' FOUNDATION PLAN t PHASE II , PHA�� TRUCK FUELING I . INSTALL FOUR (4) NEW VAULTED 10,000 GALLON DIESEL STORAGE TANKS 40.000 GALLON MAXIMUM ABOVEGROUND INCLUDING ALL RELATED PIPING, EQUIPEMENT ACCESSORIES, LEAK MONITOR AND CONTROLS, POWER CIRCUITS, COORDINATE WITH EQUIPEMENT SUPPLIER FOR REGISTER INSTALLATION. PROVIDE '5IHPLX' FUELER CONTROL PANEL F, ALL TT 1�� nn O ^ ^ 2. CONTROL NEW ENGINEERED RE-INFORCED CONCRETE SLAB TO EXTEND A T3 [EMINIMUM OF 3'-0' BEYOND PERIMETER OF TANKS. 3. INSTALL (1) MASTER AND (5) MASTER/SATELLITE . ( 1 ) SATELLITE DI5PE5NER. PROVIDE A COMPLETE ' 3M' INTERCOM SYSTEM. PROVIDE TANK OPENINGS SHALL BE TIGHTLY SECURED WITH ALL NECA55ARY EQUIPEMENT RELATED TO DISPENSERS FOR A COMPLETE AND SHALL BE COVERED WITH FIBERGLASS CAP (HAT) INSTALLATION. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 4. COORDINATE THE INSTALLATION OF ( 1) ONE NEW OVERHEAD UTILIZING WET RESIN. AND ALL RA15EDEQUIPEMCONCENT RETE ISLANDS. RED FOR AVALE75HAND STEEL DUCT. BOLLARDS 2. ALL VERTICAL RI5ER THREADS SHALL BE WRAPPED IN FIBERGLASS - R E V I S I 0 N S 3' MIN ABOVE EXP05ED THREADS IN ACCORDANCE WITH MANUFACTURERS S. INSTALL AIR AND WATER AT EACH ISLAND PLACE AT OPPOSITE SPECIFICATIONS. ENDS OF ISLAND. VERIFY EXACT LOCATION WITH OWNERS. 3. TANKS SHALL BE TESTED AND INSTALLED IN ACCORDANCE WITH No. Dat• By Co"antR 6. INSTALL NEW B• DRIVE -ON SLAB TO EXTEND A MIN OF 2'-0' MANUFACTURES RECOMMENDATIONS AS WELL AS LOCAL ORDINANCES. FROM DRIP LINE OF CANOPY. 4• ALL CONTAINMENT BOX ASSEMBLIES SHALL BE FIBERGLASSED TO 7. PAINT ALL BOLLARDS AND ISLAND VERIFY EXACT COLOR �/ OWNER. TANK RING AND CAPABLE OF WITHSTANDING HYDROSTATIC TEST. S. DIEELECTRIC UNIONS TO BE USED ON ALL UNDERGROUND CONDUITS. 6. ALL CONDUITS TO HAVE SEAL-OFFS PER LATEST EDITION OF THE PHASE I I NATIONAL ELECTRIC CODE. ALL 'J' BOXES TO BE EXPLOSION PROOF AUTO FUELING 7. ALL CONDUITS AND PIPING PENETRATIONS OF THE SUMP BOXES 1 . INSTALL ONE ( 1) NEW DOUBLE WALL 20.000 GALLON FUEL TO BE SEALED BY THE APPROPRIATE 51ZE ENTRY BOOTS. STORAGE TANKZUNLEADED AND (t) AK PREMIUM B. USE CABLE CONNECTOR FITTINGS AT MONITOR 8 LEVEL GAUGE DRAWINGS PREPARED FORS 4K DIESEL INCLUDING A ALL RELATED PIPING, EQUIPEMENT ACCESSORIES, LEAK MONITOR AND. CONTROLS POWER CONNECTIONS TO J-BOXES AND PIPE FITTINGS IN SUMP BOXES. CIRCUITS.000RDINATE WITH EOUIPEMENT SUPPLIER FOR9. CONDUITS TO BE 3/1' PVC COATED RIGID STEEL UNLESS OTHER- REGISTER INSTALLATION. WISE SPECIFIED. SAN JGA111;M COUNTY 2. INSTALL NEW 8• RE-INFORCED CONCRETE SLAB 70 EXTEND A ENVIRONIAENT) L HEALTH DIVISION MINIMUM OF 2'-0' BEYOND PERIMETER OF TANK. 10. ALL PRIMARY STEEL PIPING AND FITTINGS INSIDE SUMP BOXES 31)4 {- Wee rAV third Floor TO BE BLACK IRON SCM 10 PIPE WITH 150q MALLEABLE IRON 3. INSTALL (3) MULTI PRODUCT DISPENSERS ( 1 ) MULTI PRODUCT FITTINGS. t'0 BOX -!",' � t r '. c521)t-03M v ;41_D ESR 3+7 PROVIDE DURING BIDDING PROCESS AN OPTIONAL PRICE FOR I1 . ALL PRODUCT PIPING TO BE 2' -ANERON' DUALOY 3000 PRICE FOR A COMPLETE '3M' INTERCOM SYSTEM. PROVIDE ALL FIBERGLASS PIPE. n n NECA55ARY EQUIPEMENT RELATED TO DISPENSERS FOR A COMPLETE EJAnr�v+.;�' I�UJ //A•� INSTALLATION. 12. VENT AND VAPOR RECOVERY PIPING TO BE 2• FIBERGLASS 4. COORDINATE THE INSTALLATION OF (1 ) ONE NEW OVERHEAD PIPE' ❑ f CANOPY, RAISED CONCRETE ISLANDS. VALETS AND STEEL BOLLARDS ALL CONCRETE TO BE 2500 P51 AT 28 DAYS. AND ALL EQUIPEME14T REQUIRED FOR A FINISH PRODUCT. 13. F S. INSTALL NEW COIN OPERATED AIR AND WATER DISPENSER MACHINE 14. ALL PIPING TO SLOPE DOWN TO TANKS 1/4' PER FOOT MIN. ' VERIFY EXACT LOCATION WITH OWNERS. IS• PIPING FABRIC TRENCHES EQUAL. ALT. 1 LINED LETTTERWITH FILTER 5600 S . H A R L A N ROAD p[� D _ 6. INSTALL NEW 6' DRIVE -ON SLAB TO EXTEND A MIN OF 2'-0' FROM P.E. 1F APPLICABLE. U '�. 1R6 L A T H R 0 P . CALIF 0 RN 1A FROM DRIP LINE OF CANOPY. 7. INSTALL NEW VENT RACK AND STACK PAINT DARK GREY. 16. WRAP ALL STEEL PIPING (UNDERGROUND OR IN CONTAINMENT SUMPS) Approval Dt the is pinr'^ ,9gtands only to that OWNER'5: WITH TWO LAYERS OF 20 MIL PIPE WRAP TAPE, SPIRAL WOUND IN which Is sho`'al a4-,d dsGchbed hereon but DHOOT BROTHERS OPPOSITE DIRECTIONS WITH 50'/. OVERLAP. does not authorize or approve any omission 17. ALL MANHOLES MUST BE LIQUID TIGHT, SECURABLE A RATED FOR or deviation of requirements of State laws or H-20 TRAFFIC LOAD. Local Ordinances. DRAWNBY RM S H E E T THIS SCOPE OF WORK 15 FOR REFERENCE ONLY IB. INSTALL METAL PRODUCT IDENTIFICATION 8 QUANTITY TAGS IN [CHECKED BY CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE FILL BOXES. ATTACHED TO RISERS.REVIEY AND UNDERSTANDING OF ALL DflA4ING5PRIOR TO COMMENCEMENT OF YORK. 19. ALL EQUIPMENT. HARDWARE AND SYSTEM COMPONENTS MUST BE OCTOBER 90INSTALLED CONFORMANCE WITH MANUFACTURE'S INSTRUCTIONS AND SPECIFICATIONS IIJJ 96-1024 I