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<br /> PERFORMANCE SPECIFICATION - CONTINUED
<br /> SECTION II INSPECTIONS / TESTING - CONTINUED SECTION II INSPECTIONS / TESTING - CONTINUED SECTION III EARTH WORK - CONTINUED ELE! En
<br /> PART 3 - TANK INSTALLATION INSPECTION PART 5 - STARTUP INSPECTION - CONTINUED PART 3 - EXECUTION
<br /> 3.1 SCHEDULE: CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING SCHEDULE SO TANKS ARE TESTED 5.5.4 ALL BRASS GOODS AND FITTINGS PROPERLY INSTALLED, TIGHT AND SECURE.
<br /> AND SET IN TANK HOLE SAME DAY OF DELIVERY. 3.1 PROTECTIONS: PROVIDE ADEQUATE SHORING, BRACING, PILING AND CRIBBING. COMPLY WITH ALL OSHA AND INFORMATION PROVIDED eY:
<br /> 5.5.5 LEAK DETECTORS INSTALLED. LOCAL REGULATIONS AS IT PERTAINS TO SAFETY.
<br /> 3.2 EXCAVATION: ALL EXCAVATIONS SHALL BE COMPLETED WITH BEDDING MATERIAL IN PLACE AND READY 3.2 LAYOUT: CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK. OWNER RESERVES THE RIGHT TO
<br /> FOR INSTALLATION PRIOR TO TANK DELIVERY. 5.5.6 PROTECTED FLEX LINES PROPERLY INSTALLED WITHOUT TWIST IN INSTALLATION.
<br /> MAKE ADJUSTMENTS IF DISCREPANCIES ARE FOUND BY CONTRACTOR. REPORT DISCREPANCIES TO OWNER'S1Cir
<br /> 3.3 ANCHORS: CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE PREPARATION OF CONCRETE ANCHORS 5.5.7 MANHOLE EXTENDERS PROPERLY INSTALLED AND SCREWED IN FRAME OF MANHOLE LOCAL CONSTRUCTION MANAGER. SET AND MAINTAIN NECESSARY STAKES, BATTER BOARDS AND REFERENCE U9 gPOUpp
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<br /> (DEAD MAN) PRIOR TO SCHEDULING TANK DELIVERY. SUMP/RISERS, PROPERLY SET AND SEALED TO TANK MAN WAY OR FITTINGS AND CLEANED OUT FREE OF POINTS.
<br /> DEBRIS AND CONCRETE. *Architecture
<br /> 3.3 EXCAVATION: EXCAVATE TO LINES, ELEVATIONS AND LIMITS REQUIRED BY THE DRAWINGS, PLUS SUFFICIENT
<br /> 3.4 STRAPS: ALL TANKS TO BE STRAPPED AS PER THESE PLANS. HOLD DOWN STRAPS TO HE INSTALLED DISTANCE AND SPACE TO PERMIT INSTALLATION OF TANKS. EXCAVATE AS REQUIRED, REGARDLESS OF TYPE, *Engineering
<br /> AS PER MANUFACTURER'S SPECIFICATIONS - MINIMUM OF 4 - MORE IF REQUIRED BY MANUFACTURER 5.5.8 TANKS CLEAN AND FREE OF WATER, CONDITION OR MOISTURE CONTENT OF THE MATERIAL ENCOUNTERED. HAUL EXCESS MATERIAL OFF THE SITE *Planning
<br /> (STRAPS SHALL BE SHIPPED WITH APPROPRIATE PADDING MATERIAL. 5.5.9 ISLAND FORM INNER BOXES PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE. AND DISPOSE OF SAME. DIMENSIONS OF TANK EXCAVATION SHALL BE MINIMAL AS ESTABLISHED BY 7-ELEVEN oproject Management
<br /> DRAWINGS UNLESS TANK MANUFACTURER REQUIREMENTS ARE GREATER. IF EXCAVATION MATERIAL IS FROM AN
<br /> 3.5 AIR TEST: TANKS SHALL BE AIR TESTED AS PER MANUFACTURER'S SPECIFICATIONS PRIOR TO 5.5.10 DISPENSERS PROPERLY SET AND SECURED TO ISLAND BOX FRAME AND DISPENSER SUMPS EXISTING GASOLINE FACILITY ALL MATERIALS MUST BE TESTED PRIOR TO REMOVAL. 2322 West third Street
<br /> PLACEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS TO PROVIDE PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE. Los AYgeles,CA
<br /> COMPLETE AIR TEST INCLUDING, BUT NOT LIMITED TO, AIR COMPRESSOR OF SUFFICIENT SIZE AND 3.4 SAW CUTTING: IF PAVING MUST BE REMOVED, THE PERIMETER OF THE TANK HOLE AND ALL TRENCHES SHALL 90057 1906
<br /> CAPACITY, SPECIFIED SOAP MATERIAL AND ACCEPTABLE SOAP APPLICATION EQUIPMENT. 5.5.11 SHEAR VALVES SECURED TO FRAME WITH PROPER HARDWARE. BE CUT WITH A CONCRETE SAW. NOTE: PAVING TO BE CUT 2' BEYOND EDGES OF TANK HOLE IN ALL 90057 (213) 381-7891
<br /> DIRECTIONS IN ORDER TO GIVE PROPER SUPPORT TO NEW SLAB TO AVOID SETTLING. Pax:Pho,w:
<br /> 2 3) 381-7
<br /> 3.6 MINIMUM TESTING: DOUBLE WALL FIBERGLASS TANKS SHOULD ARRIVE AT THE JOB SITE WITH A 5.5.12 PHASE 11 VAPOR RECOVERY LINES STUBBED UP AND SECURED IN PROPER LOCATION.
<br /> 3.5 HAZARDOUS MATERIAL: SHOULD ROCK, WATER OR OTHER HAZARDOUS MATERIALS NOT SHOWN ON SOILS TEST
<br /> MINIMUM OF 4" HG ON THE INTERSTICE. OBSERVE THE VACUUM HOLD TEST FOR AT LEAST ONE (1) 5ELECTRICAL CONDUITS SECURED WITH ALL CONNECTIONS COMPLETED. VERIFY COMPLIANCE WITH BE ENCOUNTERED, LOCAL CONSTRUCTION OFFICE SITE MANAGER SHALL BE IMMEDIATELY CONTACTED FOR fiedlergroup.com
<br /> HOUR PRIOR TO SETTING THE TANKS. SHOULD THE INTERSTICE NOT HOLD A MINIMUM 4" HG VACUUM, REQUIREMENTS
<br /> IREMENTS FOR ISOLATED GROUND WIRING TO JUNCTION BOX CASING. APPROVAL TO PROCEED, CONSULTANT:
<br /> THEN CONTACT THE TANK MANUFACTURER IMMEDIATELY.
<br /> 5.5.14 DISPENSER CANOPIES INSTALLED AND LIFTING LUGS REMOVED WITH PROPER PLUGS INSERTED. 3.6 PROTECTION: CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION WITH EARTHEN BERMS AT ALL TIMES TO
<br /> 3.7 OBSERVATION: 7-ELEVEN'S CONSTRUCTION DEPARTMENT AND/OR REPRESENTATIVE SHALL BE PROTECT TANK HOLE AND TRENCHES FROM DRAINAGE OF SURFACE WATERS. EXCAVATIONS SHALL BE
<br /> RESPONSIBLE FOR INSPECTION OF AIR OR VACUUM TEST, OBSERVATION OF LIFTING, SETTING AND 5.5.15 ALL NOZZLES AND SWIVELS AVAILABLE ON-SITE, INSTALLED PRIOR ONLY IF REQUIRED BY PROPERLY MARKED, PROTECTED AND BARRICADED FOR SAFETY UNTIL BACK FILL IS COMPLETE AND SURFACING
<br /> BURIAL OF TANKS. GOVERNING AUTHORITIES FOR INSPECTION PURPOSES. FINISHED.
<br /> 3.8 TANK INSPECTION REPORT: WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF ALL 5.5.16 ALL INSPECTIONS BY GOVERNING AUTHORITIES COMPLETED AND SIGNED. SIGNED AND 3.7 SHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING REQUIREMENTS FOR SHORING AND
<br /> PROCEDURES. COMPLETED PERMIT CARD ON SITE. PROVIDING SAME SHOULD SITE AND/OR SOIL CONDITIONS WARRANT SAME. REFERENCE SOIL REPORT FOR
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<br /> CONDITIONS WARRANTING SPECIAL REQUIREMENTS.
<br /> PART 4 - TANK AND LINE TESTING 5.5.17 ELECTRICAL DEVICES INCLUDING LIGHTS, SIGNS AND INTERCOMS PROPERLY INSTALLED, SECURED
<br /> AND PLUMB. 3.8 FILLING AND BACK FILLING: PLACE APPROVED FILL MATERIAL IN STRICT ACCORDANCE WITH TANK AND PIPING
<br /> MANUFACTURER'S SPECIFICATIONS. PROVIDE A 12" BED OF APPROVED BACK FILL OVER BOTTOM OF
<br /> 4.1 CONTRACTOR SHALL COMPLETE AND BE RESPONSIBLE FOR THE FOLLOWING PRIOR TO FINAL 5.5.18 ANY WIRING INSPECTION PORTS IN CANOPY COLUMNS COVERED WITH ACCEPTABLE PLATES. EXCAVATION PRIOR TO TANK PLACEMENT, BACK FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 12"
<br /> PLACEMENT OF CONCRETE AND FINAL SYSTEM TEST: LIFTS.
<br /> 5.5.19 VENT LINES PROPERLY SECURED, PROTECTED AND INSTALLED AT PROPER HEIGHT
<br /> 4.1.1 PIPING: ALL PIPING SHALL BE COMPLETED EXCEPT INSTALLATION OF OVERFILL PROTECTION. 3.9 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT
<br /> OVERFILL PROTECTION SHALL BE INSTALLED UPON COMPLETION OF TEST. 5.5.20 VERIFICATION OF COMPLIANCE FOR TANK AND LINE TEST AVAILABLE ON SITE. AT ALL TIMES.
<br /> 4.1.2 VENTS: VENT LINES SHALL BE COMPLETED UNDERGROUND AND STUBBED UP MINIMUM OF 12' 5.5.21 ALL MANHOLES FREE OF CONCRETE AND DEBRIS.
<br /> ABOVE FINISHED GRADE. 5.5.22 MANHOLE COVERS PROPERLY PAINTED.
<br /> 4.1.3 PRODUCT LINES: ALL PRODUCT LINES SHALL BE COMPLETE WITH EMERGENCY SHUTOFF �I /} ` T 7r NO. DATE REVISION DESCRIPTION
<br /> 5.5.23 ALL PAINTING COMPLETE INCLUDING CANOPY, DOWN SPOUTS, METALS AND MISCELLANEOUS SECTION I V TANK INSTALLATION 1 04-01-08 M. Put ME"
<br /> IMPACT VALVE INSTALLED AT DISPENSER BOX WITH MECHANICAL LEAK DETECTOR IN PLACE. METALS. lv INSTALLATION
<br /> 4.1.4 PUMPS: SUBMERSIBLE PUMPS AND LINES SHALL BE COMPLETELY INSTALLED. 5.5.24 CONCRETE AT ISLANDS AND TANK PAD TRUE, PROPERLY SLOPED AND FINISHED WITH 1'
<br /> 4.1.6 SITE PREPARATION: CONTRACTOR SHALL PREPARE TANK AREA FOR WATER OR PRODUCT ACCEPTABLE RISE TO MANHOLES. PARr7 1 - GENERAL
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<br /> DELIVERY AND TANK TESTING PROCEDURES. 5.5.25 ELECTRICAL PANELS PROPERLY COMPLETED TO INCLUDE:
<br /> 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND
<br /> 4.1.7 FILL: CONTRACTOR SHALL PROVIDE 34" MINIMUM BACK FILL OVER TANKS OR PROVIDE (A) ONE BREAKER FOR EACH SUBMERSIBLE PUMP, DISPENSER, CONSOLE AUTO GAUGING, DISPENSER LIGHTS RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE
<br /> ACCEPTABLE INSULATED BLANKETS FOR COVERAGE OF TANKS. (ALL) AND CANOPY LIGHTS (ALL). INSTALLATION OF GASOLINE STORAGE TANKS.
<br /> 4.1.8 WATER: SHOULD WATER BE PRESENT IN TANK HOLE, CONTRACTOR SHALL VERIFY AND NOTIFY (B) GAS PANEL CONTROLLED BY A MAIN BREAKER.
<br /> 7-ELEVEN CONSTRUCTION MANAGER OF STATUS. (C) CONTROL BOXES AND DISTRIBUTION BOXES INSTALLED AND WIRED. PART 2 - PRODUCTS
<br /> 4.2 AFTER PLACEMENT OF CONCRETE, A COMPLETE SYSTEM TIGHTNESS TEST INCLUDING TANKS, PRODUCT
<br /> LINES, STAGE II VAPOR RECOVERY LINES, SECONDARY CONTAINMENT PIPING AND VENT LINES SHALL ( )
<br /> D INTERCOM INSTALLATION COMPLETE AND PROPERLY WORKING. 2.1 TANKS: SHALL BE DESIGNED AND MANUFACTURED SO AS TO BE CORROSION PROTECTED PER
<br /> BE PERFORMED. TESTING SYSTEM SHALL BE AS APPROVED BY 7-ELEVEN. 7-ELEVEN WILL BE BILLED EPA REQUIREMENTS. APPROVED TANKS SHALL BE:
<br /> DIRECTLY FOR TESTS. CONTRACTOR TO COORDINATE & SCHEDULE. RETEST OR STAND AROUND TIME BY (E) ALL APPLICABLE CONSOLE INSTALLATION COMPLETE AND FUNCTIONAL.
<br /> THE TESTING COMPANY TO BE BILLED TO CONTRACTOR. DETAILS FOR THRID PARTY TESTING REQUIREMENTS 2.1.1 DOUBLE WALL FIBERGLASS TANKS -
<br /> LISTED ON G9.X SHEETS. (F) ALL WIRING PROPERLY IDENTIFIED WITH COLOR CODED WIRING. SEAL:
<br /> 2.2 HOLD DOWN STRAPS: SHALL BE SUPPLIED BY TANK MANUFACTURER ONLY. FIELD
<br /> 4.2.1 AFTER ALL UNDERGROUND PIPING AND ELECTRIC CONDUITS ARE INSTALLED AND DURING EXCAVATION (G) CONDUITS PROPERLY IDENTIFIED. FABRICATED UNITS ARE NOT ACCEPTABLE. a�LOPEssIONq
<br /> BACKFILLING AND CONCRETE POURING, A CONTINUOUS HYDROSTATIC TEST SHALL BE PERFORMED y,�\G� O.
<br /> ON ALL SUMPS & SPILL BUCKETS TO ENSURE TIGHTNESS AND PROPER INSTALLATION. (H) ALL BREAKERS IN "OFF" POSITION.
<br /> 5.6 NOTIFICATION: CONTRACTOR SHALL VERIFY ITEMS AS INDICATED ABOVE PRIOR TO SCHEDULING OF STARTUP MONIES PART 3 - INSTALLATION �a AA
<br /> AND/OR TIME LOST AT STARTUP DUE TO NON- COMPLIANCE SHALL BE CHARGED TO CONTRACTOR ACCORDINGLY. 607318-12011
<br /> 4.3 PRODUCT DELIVERY: CONTRACTOR SHALL HE RESPONSIBLE FOR NOTIFICATION TO 7-ELEVEN P�
<br /> REPRESENTATIVE OF TEST DATE AND VERIFICATION OF NEED FOR TANKS TO BE FILLED WITH PRODUCT
<br /> AND TANK MONITORING SYSTEM TO BE OPERATIONAL FOR TESTING PROCEDURES. A MINIMUM OF 72 5.7 LINE TESTING: PRIOR TO SYSTEM STARTUP, A HYDROSTATIC LINE TEST SHALL R PERFORMED ON PRODUCT LINES. 3.1 MANUFACTURING: REFER TO TANK MANUFACTURER'S CRITERIA AND SPECIFICATIONS FOR TANK
<br /> HOURS ADVANCE NOTIFICATION WILL BE REQUIRED FOR PRODUCT DELIVERY. CHECK WITH LOCAL TESTING METHOD SHALL N AS APPROVED BY 7-ELEVEN ENVIRONMENTAL DEPARMENT. TEST SHALL BE PERFORMED INSTALLATION AND ADHERE TO AS REQUIRED. yA IVIS
<br /> WITH 7-ELEVEN REPRESENTATIVE ON SITE. rr W'1F�
<br /> REGULATORY AGENCIES FOR ANY FURTHER REQUIREMENTS. 3.2 CLEARANCES: MINIMUM CLEARANCE FOR TANKS SHALL BE AS FOLLOWS: SHOULD REQUIREMENTS OF
<br /> 4.4 CONTRACTOR SHALL HAVE REPRESENTATIVES ON SITE TO ACCEPT AND RECORD ALL PRODUCT 5.8 CATHODIC PROTECTION SYSTEMS: AS APPLICABLE, SHALL BE TESTED FOR EFFECTIVENESS AND COMPLIANCE WITH TANK MANUFACTURER OR SOIL CONDITIONS DICTATE GREATER CLEARANCE, ADHERE TO ACCORDINGLY.
<br /> DELIVERIES. CONTRACTOR'S REPRESENTATIVE SHALL REMIND DELIVERY COMPANY THAT NO OVERFILL MANUFACTURER'S CRITERIA. CONFIDENTIALITY STATEMENT:
<br /> PROTECTION IS INSTALLED AND TO FOLLOW PROCEDURES FOR DELIVERY AS SITUATION DICTATES. 3.2.1 BOTTOM: PROVIDE MINIMUM OF 12" BEDDING MATERIAL BETWEEN BOTTOM OF r„s ox„NE„i,,,w i„E ,aEoa,uiww „uqN RVAI,,o ro
<br /> 5.9 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT ALL EXCAVATION OR PAD AND BOTTOM OF TANK. .1"sagm Irs q ws I. "E'.m Ix
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<br /> 4.5 PRODUCT REMOVAL: ANY REMAINING PRODUCT IN VENT LINES UPON COMPLETION OF TEST SHALL BE Ww an,) roger mesa OD OR M NE E„eEwr As
<br /> 3.2.2 SIDES: PROVIDE MINIMUM OF 24"-3B" BETWEEN TANKS AND 24" FROM SIDE/END OF .Usa 'u IORIEo wR1. er rIEOLE"FRO.K ANY
<br /> REMOVED BY TESTING COMPANY. K.R rleu Oa coemw.-lox xccgnnc Tws WEI,...
<br /> 1� 7 �v TANK TO WALL OF EXCAVATION. �M o"TO��a,�"TIE REaE���EE"Eo To "^'Vx
<br /> PART 5 - STARTUP INSPECTION 3.23 TOP: PROVIDE 42" FILL MATERIAL OVER TANK PLUS 8" OF CONCRETE DEVELOPMENT iNi ORMAT,GN: - -
<br /> 5.1 SCHEDULING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING STARTUP AND CHECK-OUT. 3.3 TESTING: PRIOR TO INSTALLATION OF TANKS, TESTING PER MANUFACTURER'S INSTRUCTIONS SHALL BE 7-ELEVEN, INC.
<br /> CONTRACTOR SHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT AND APPLICABLE MAINTENANCE DEPARTMENT �T PERFORMED ON TANK(S). ON DUAL WALL TANKS, CONSULT TANK MANUFACTURER FOR TESTING CRITERIA NEW 4 M.P.D. CANOPY
<br /> OFFICE A MINIMUM OF 48 HOURS PRIOR TO INTENDED FINAL STARTUP AND CHECK-OUT DATE AND TIME. SUCTION III EARTH WORK BUT MINIMUM 4" HG VACUUM MUST BE HELD ON INTERSTITIAL SPACE FOR AT LEAST ONE (1) HOUR.
<br /> NEW U.G. STORAGE TANKS
<br /> 5.2 PERSONNEL: CONTRACTOR, PLUMBING SUBCONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLE $ RESTROOM ADDITION
<br /> ON-SITE DURING STARTUP, AS APPROVED BY 7-ELEVEN, INC. ALL STARTUPS ARE TO BE DONE BY AN PART Z - GENERAL 3.4 PLACEMENT:
<br /> AUTHORIZED MANUFACTURER'S CONTRACTOR FOR THAT PIECE OF EQUIPMENT.
<br /> 3.4.1 REFER TO SITE PLAN FOR TANK PLACEMENT AND PRODUCT ROTATION.
<br /> 5.3 STARTUP: PHYSICAL STARTUP AND CHECK-OUT OF SYSTEMS AND EQUIPMENT SHALL BE DONE BY AND AT 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT SITE ADDRESS:
<br /> THE DIRECTION OF 7-ELEVEN REPRESENTATIVE ONLY. CONTRACTOR SHALL NOT START OR ACTIVATE ANY AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO EARTHWORK. 3.4.2 PRIOR TO SETTING OF TANKS, REMOVE ALL FOREIGN DEBRIS, ROCKS, CLODS,
<br /> a EQUIPMENT WITHOUT THE SPECIFIC DIRECTIVE OF 7-ELEVEN REPRESENTATIVE. DAMAGE TO ANY 7-ELEVEN GARBAGE, ETC. FROM EXCAVATION. 3040 BENJAMIN HOLT DR.
<br /> EQUIPMENT DUE TO IMPROPER INSTALLATION AND/OR UNAUTHORIZED STARTUP WILL BE THE RESPONSIBILITY PART 2 - PRODUCTS
<br /> OF THE CONTRACTOR. 3.4.3 PLACE TANKS ONLY ON APPROVED FILL. DO NOT SET ON CONCRETE OR WOOD. T GK GSBY PLACE
<br /> r STOCKTON, CA 95214
<br /> 5.4 SITE COMPLETION: ALL SITE WORK, INCLUDING CONCRETE/ASPHALT PAVEMENTS, SHALL BE COMPLETE. ALL 3.4.4 SLOPE TANKS 1" MINIMUM AND 2" MAXIMUM TOWARDS END WITH FILL OPENING.
<br /> C UTILITIES SHALL BE CONNECTED AND OPERATIONAL. ALL LANDSCAPING, INCLUDING SPRINKLER SYSTEMS, 2.1 FILL MATERIAL: SHALL BE MATERIAL IN COMPLIANCE WITH TANK AND LINE MANUFACTURER'S SPECIFICATIONS. STORE #14113
<br /> SHALL BE COMPLETE. 3.4.5 TANKS SHALL BE BURIED TO MINIMUM DEPTH AS PER ABOVE AND AS SHOWN ON
<br /> Y 2.1.1 PEA GRAVEL: SHALL BE CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX OF GASOLINE DRAWINGS. TANKS MAY REQUIRE GREATER BURIAL DEPTH IF INSTALLED IN REMOTE DesICNED BY: NTP ro PM: KE
<br /> a 5.5 VERIFICATION: PRIOR TO SCHEDULING OF STARTUP, CONTRACTOR SHALL OBSERVE AND VERIFY CORRECTNESS PARTICLE SIZE NOT LESS THAN 1/6" OR MORE THAN 3 4", POSITION TO ALLOW FOR PROPER SLOPE ON VENT LINES,VAPOR LINES, SECONDARY
<br /> / / CHECKED BY: MEP PM:
<br /> AND COMPLIANCE TO 7-ELEVEN'S DRAWINGS AND SPECIFICATIONS FOR THE FOLLOWING, BUT THESE SHALL KE
<br /> u CONTAINMENT PRODUCT LINES. VERIFY DEPTH AS REQUIRED. (IF BURIAL DEPTH EXCEEDS
<br /> NOT COMPRISE THE TOTAL LIMIT OF THE CONTRACTOR'S VERIFICATION: 2.1.2 STONE OR GRAVEL CRUSHING: SHALL BE WASHED MATERIAL WITH ANGULAR PARTICLE SIZE 5'-0" (60"), NOTIFY 7-ELEVEN MANAGER) DRAWN BY: DD CONSULTANT PM:
<br /> 5.5.1 MAN WELLS SHALL BE PROPERLY CENTERED/INSTALLED AT OVERFILLS, SUBMERSIBLES, NOT LESS THAN 1/6" OR MORE THAN 1/2". DATE: PROJECT NO:
<br /> € VAPOR RECOVERY, AUTO GAUGING, OBSERVATION WELLS AND SUMP/RISERS, NOTE: MATERIALS MUST MEET ASTM C-33 PARAGRAPH 7.1 FOR QUALITY AND SOUNDNESS. FILL 04-01-09 12728
<br /> N MATERIAL SHALL NOT HAVE MORE THAN 3% PASSING A #8 SIEVE. DRY GRAVEL DENSITY MUST BE A DRAWING TITLE:
<br /> 5.3.2 PROPER HEIGHT OF GRAVEL BACK FILL AROUND SUMP/RISERS. MINIMUM OF 95 POUNDS PER CUBIC FOOT.
<br /> a 5.5.3 TANK I.D. MARKERS INSTALLED IN CONCRETE AT PROPER LOCATIONS. 2.1.3 SAND: (WHEN APPROVED IN WRITING ON A PER PROJECT BASIS.) MATERIAL SHALL BE SPECIFICATIONS
<br /> E CLEAN, WASHED, INERT, WELL GRANULATED WITH LESS THAN 8% BY WEIGHT PASSING A #200 SIEVE.
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