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Eli SCALE: 1" = 10' File: P:\SDSKPROJ\7063\MECHANIC:AL\TANKS\706311C11.DWG Date/Time: 04/26/1999 13:27 Scale: 1=96 stave Xrefs: i , M iT11T�! Constructed , eHier mw R a ♦ 4 Sierra CA 94568 ii . . PRODUCT2 CONTRACTOR TO REINS -TALL (10) TIEN TOKHEIM 262A DUAL HOSE SHOWN.AS DISPENSERS BALANCE«♦► r AND PRODUCTUNDER DISPENSER CONTAINMENT INCLUDING SEE DWGS. TK3-3 AND TK3-4 » TYPICAL INSTALLATION DETAILS. REMOVEDCONTRACTOR SHALL FIELD LOCAlt, INIERCEPI AND CUT EXISTING CONDUIT ROUTED TO DISPENSERS AT A CONVENIENT LOCATION. REMOVE ALL WIRING BACK TO PANEL.r ABANDON ALL CONDUITS NOT BEING REUSED, CHECK CIRCUIT BREAKERS IN PANEL R LOAD SERVICEABILITY 'TO THE DISPENSERS REMOVE ALL BREAKERS REPLACE f ALL ELECTRICAL WORK SHALL CONFORM TO THE UNIFORM ELECTRICAL CODE 1994 EDITION AND TO ALL LOCAL tl "EMENTS. NOTE THAT EXISTING CONDUIT LOCATIONSARE ASSUMED. ONE CONDUIT SHALL i BE COMMUNICATION FOR C 23 24 CONTRACTOR TO PATCH AND REPAIR ALL ASPHALT AFFECTED BY THE NEW TANK AND PIPING INSTALLATION AND ALL OTHER DAMAGED ASPHALT ON SITE, SAWCUT CLEAN ALL ADJACENT ASPHALT IN REPAIR AREAS BEFORE PATCHING. SLURRY COAT ALL ASPHALT ON SITE AND RESTRIPE PARKING SPACES. 25 EXISTING PIC (PAY ISLAND CASHIERS) TO REMAIN, GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM 'THE DIVISION OF INDUSTRIAL SAFETY (STATE OF CALIFORNIA) FOR EXCAVATIONS OF TRENCHES 5'-(Y' OR MORE IN DEPTHM TO DESCEND. ! GENERAL CONTRACTORt PRIOR TO ANY REQUIRED INSPECTIONS. 'A * AT . PRIMARYPHASES AS REQUIRED: 1TANK AND HYDROSTATICALLYOR PNEUMATICALLY TESTED FOR 30 MINUTES. INSPECTION » MANUFACTURER'S INSPECTION3. FINAL DING ALL PORTIONS OF THE LEAK DETECTION ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. THE ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK Y. CHECKLIST OR OWNER'S CONTRACTOR WILL BE P. PRIORTANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PLACED OPERATION. HALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS *N RECOGNIZED NO. ARCO PRODUCTS COMPANY MASTER REVISIONS NO. DATE REVISIONS PROJECT RELEASE JPERMIT +I; General Notes PIPING LEGEND 89 NEW DOUBLE WALL (2" PRIMARY, 3' SECONDARY) FIBERGLASS � PRODUCT PIPING co VR NEW SINGLE WALL FIBERGLASS VAPOR RECOVERY PIPING I� V . - NEW 2" SINGLE WALL FIBERRGLASS VENT PIPING NEW CONDUIT TRENCH OR EXCAVATION LINE 1 • THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS PRIOR TO BID SUBMISSION. 2. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ' ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. 3. INSTALLATION AND TESTING OF PIPING AND SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED BY THE STATE AND LOCAL REQUIREMENTS. CONTRACTOR SHALL, PROVIDE NOTIFICATION TO THE JURISDICTIONAL :. AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS. 4. ALL ELECTRICAL WORK PERFORMED WITHIN CLASS I HAZARDOUS AREAS SHALL BE SEALED PER NEC AND UFC REQUIREMENTS. C 5, THE PRODUCT PIPING LAYOUT SHOWN ON 'THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT Cd INTENDED TO BE AN EXACT REPRESENTATION OF THE PIPING LAYOUT. GENERAL, CONTRACTOR TO RELOCATE, MODIFY AND ADJUST PIPING INSTALLATION TO PROVIDE A SYSTEM CONSISTENT WITH THE. INTENT OF THE DESIGN. l GENERAL CONTRACTOR SHALL PREPARE "AS -BUILT" PLANS UPON THE COMPLf7ION OF THE INSTALLATION. 6, ALL UNDERGROUND PIPING SHALL BE FIBERGLASS UNLESS NOTED OTHERWISE AND SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. THE GENERAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION WHETHER OR NOT THE EQUIPMENT IS PROVIDED BY OWNER OR OTHERS. 8. GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL_ LAWS AND REGULATIONS. 1 INSTALL ONE 20,000 GALLON AND ONE 12,000/10,000 GALLON SPLIT DOUBLE WALL FIBERGLASS TANKS WITH "VEEDER ROOT" TLS -350 TANK AND PIPING M(INITORING AND ALARM SYSTEM. TANKS TO BE SET MIN. 48" RECEIVED BELOW FINISH GRADE. SEE DWGS. TK2-1A & TK2--1B FOR ADDITIONAL INFORMATION. SEE DETAIL #19 ON DWG. TK3--5 FOR TANK ANCHORING IF REQUIRED. SEE DETAIL 10 ON DWG. TK3--2 FOR TYPICAL PIPING ARRANGEMENT AT TANKS. TANK INSTALLATION PER MANUFACTURER'S NSTRUCTTONS. AUG 0 9 1999 NOTE: DUAL FILL PORTS ARE TO BE INSTALLED ON THE 20,000 GALLON ' 87 OCTANE TANK ONLY. 2 ENVIRONMENTAL HEALTH INSTALL A 6" REINFORCED CONCRETE SLAB OVER TANKS. SET MANHOLE COVERS 1-1/r ABOVE SLAB. SEE DETAIL #18 ON DWG. TK3-5. . PERK lT SERVICES INSTALI_ FOUR (4) 4" DUAL POINT FILLS. SEE DWGS. TK2-1A & TK2 -1B. NOTE THE 20,000 GALLON 87 OCTANE TANK SHALL HAVE DUAL FILL PORTS, 4 INSTALL FOUR (4) 3" DUAL POINT` STAGE I VAPOR RECOVERY:, FITTINGS, SEE DWG. TK2--1A & TK2•-1 B. NOTE: THE 20,000 GALLON 87 OCTANE TANK SHALL HAVE DUAL STAGE I FITTINGS INSTALLED. 5 INSTALL NEW 2 HP VARIBLE SPEED TURBINES IN ALL TANKS. TURBINES SHALL BE EQUIPPED WITH 3 GPH ELECTRONIC LEAK DETECTORS. CONTRACTOR SHALL FIELD LOCATE;` INTERCEPT AND ROUTE EXISTING CONDUITS TO NEW TURBINE LOCATIONS PULL_ NEW WIRE FROM PANELBOARD TO SERVE NEW TURBINES. CHECK CIRCUIT BREAKERS IN PANEL FOR LOAD SERVICEABILITY FOR NEW TURBINES, REPLACE IF NEEDED. ALL ELECTRICAL WORK SHALL CONFORM TO THE UNIFORM ELECTRICAL CODE 1994 EDITION AND TO ALL LOCAL REQUIREMENTS. NOTE THAT EXISTING CONDUIT LOCATIONS ARE ASSUMED, 6 INSTALL 3" SINGLE WALL STAGE I[ VAPOR RECOVERY LINE FOR "BALANCE* VAPOR RECOVERY SYSTEM. SLOPE 1/8" PER FOOT MINIMUM,TO,,1AINKS. SEE DETAILS AND SECTIONS ON DWG. TK3-3. INSTALL THREE Z' DOUBLE WALL PRODUCT LINES. LINES TO BE EQUIPPED WITH LIQUID I..EAK MONITOR SENSOR IN PIPING SUMP ATTACHED TO TANK AND WIRED FOR TURBINE SHUT DOWN. SLOPE 1/8" PER FOOT MINIMUM TO TANKS. SEE DETAIL #1 ON DWG. TK4-2 FOR SUMP SENSOR DETAIL. SEE DWG. TK4-1 FOR WIRING DIAGRAM. PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AND INSTRUCTIONS, 8 INSTALL "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL.TLS-350 IN BUILDING SEE DRAWING TK4-�1 FOR LEAK DETECTION AND DISPENSER WIRING DIAG M. " (9D INSTALL NEW THREE (3) 2`° SINGLE WALL FIBERGLASS VENT LINES TO TANKS. TO EXISTING VENT RISERS AT BUILDING. CONTRACTOR TO VERIFY THAT THE TERMINATION POINT OF EXISTING TANK VENTS TO BE A MINIMUM OF 12' ABOVE GRADE, 30 INCHES ABOVE ROOF LINE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON AND IN ACCORDANCE WITH UNIFORM FIRE CODE REQUIREMENTS. SEE DETAIL. #4 ON DRAWING TK3-1. 10 INSTALL TWO (2) ANNULARSPACE MONITOR PROBES. SEE DWGS. TK2-1A & TK2-1B. SEE DETAIL 2 ON DWG TK4-2. (JD INSTALL BALL FLOAT VALVE ASSEMBLY FOR VENT & STAGE II VAPOR RECOVERY, .EXTRACTOR SEE DWGS. TK2-1A & TK --1B, SEE DETAIL #5 ON DWG. TK3-1. 12 SEE DRAWING TK4--2 FOR MONITORING CONDUIT DETAIL AND SENSOR AND PROBE MOUNTING DETAILS. 13 NOT USED. Qq INSTALL TWO (2) IN5PLGIIUN/MQNITUKING WELLS AS SHOWN. SEE DWGS. TK2-1A AND 1x2 --IB, 15 FOR IDENTIFICATION MARKINGS AT TANK MANHOLES, SEE DETAIL #20 ON DWG. TK3-5. i 6 INSTALL 2" DIA. INACTIVE SIPHON' LINES BETWEEN 87 OCTANE TANK AND 89 OCTANE TANK AS SHOWN. SEE DETAILS #6, #7 AND #8 ON DWG. TK3-2. INSTALL STATIC GROUNDING SYSTEM AS PER DETAIL #4 ON DWG. TK4-2. C i , M iT11T�! Constructed , eHier mw R a ♦ 4 Sierra CA 94568 ii . . PRODUCT2 CONTRACTOR TO REINS -TALL (10) TIEN TOKHEIM 262A DUAL HOSE SHOWN.AS DISPENSERS BALANCE«♦► r AND PRODUCTUNDER DISPENSER CONTAINMENT INCLUDING SEE DWGS. TK3-3 AND TK3-4 » TYPICAL INSTALLATION DETAILS. REMOVEDCONTRACTOR SHALL FIELD LOCAlt, INIERCEPI AND CUT EXISTING CONDUIT ROUTED TO DISPENSERS AT A CONVENIENT LOCATION. REMOVE ALL WIRING BACK TO PANEL.r ABANDON ALL CONDUITS NOT BEING REUSED, CHECK CIRCUIT BREAKERS IN PANEL R LOAD SERVICEABILITY 'TO THE DISPENSERS REMOVE ALL BREAKERS REPLACE f ALL ELECTRICAL WORK SHALL CONFORM TO THE UNIFORM ELECTRICAL CODE 1994 EDITION AND TO ALL LOCAL tl "EMENTS. NOTE THAT EXISTING CONDUIT LOCATIONSARE ASSUMED. ONE CONDUIT SHALL i BE COMMUNICATION FOR C 23 24 CONTRACTOR TO PATCH AND REPAIR ALL ASPHALT AFFECTED BY THE NEW TANK AND PIPING INSTALLATION AND ALL OTHER DAMAGED ASPHALT ON SITE, SAWCUT CLEAN ALL ADJACENT ASPHALT IN REPAIR AREAS BEFORE PATCHING. SLURRY COAT ALL ASPHALT ON SITE AND RESTRIPE PARKING SPACES. 25 EXISTING PIC (PAY ISLAND CASHIERS) TO REMAIN, GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM 'THE DIVISION OF INDUSTRIAL SAFETY (STATE OF CALIFORNIA) FOR EXCAVATIONS OF TRENCHES 5'-(Y' OR MORE IN DEPTHM TO DESCEND. ! GENERAL CONTRACTORt PRIOR TO ANY REQUIRED INSPECTIONS. 'A * AT . PRIMARYPHASES AS REQUIRED: 1TANK AND HYDROSTATICALLYOR PNEUMATICALLY TESTED FOR 30 MINUTES. INSPECTION » MANUFACTURER'S INSPECTION3. FINAL DING ALL PORTIONS OF THE LEAK DETECTION ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. THE ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK Y. CHECKLIST OR OWNER'S CONTRACTOR WILL BE P. PRIORTANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PLACED OPERATION. HALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS *N RECOGNIZED NO. ARCO PRODUCTS COMPANY MASTER REVISIONS NO. DATE REVISIONS PROJECT RELEASE JPERMIT "LAND PLANNING AND DMGN SPECIALISTV KENT, WASHINGTON 98032 (425) 251-6222 i. master release praj. exe. drawn by project / facility 4932 sheet / file AB -1 Of +I; co I� ' Cd Co %o :. ca C L_ C Cd 0 l "LAND PLANNING AND DMGN SPECIALISTV KENT, WASHINGTON 98032 (425) 251-6222 i. master release praj. exe. drawn by project / facility 4932 sheet / file AB -1 Of