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CJENT:
<br /> PERFORMANCE S P E, C D FICATI ON - CONTINUED WNAO
<br /> ELEYEB
<br /> SECTION IVTANK INSTALLATION - CONTINUED SECTION V CONCRETE CONTINUED SECTION VI PIPING ®®
<br /> PART 3 - INSTALLATION - CONTINUED PART 3 - EXECUTION PART I - GENERAL
<br /> 3.5 PLUGS: ALL UNUSED PLUGS SHALL BE REMOVED. APPLY COMPATIBLE NON-HARDENING PIPE 3.1 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS BY MEANS OF 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT INFORMATION PROVIDED &C
<br /> SEALANT TO INTERNAL BUSHING THREADS. PERMANENT METAL PLUGS SHALL BE INSTALLED AT LINE AND GRADE STAKES AND SCREEDS. AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO A COMPLETE
<br /> ALL UNUSED OPENINGS. PLUMBING SYSTEM FOR A GASOLINE INSTALLATION.
<br /> 3.2 FORM WORK: BUILD FORMS TO CONFORM TO SHAPE LINES AND DIMENSIONS OF CONCRETE MEMBERS. 7
<br /> 3.6 THE PLUGS IN TANK OPENINGS WHICH ARE TO BE USED SHALL NOT BE OVER TIGHTENED AS BRACE AND SECURE TO WITHSTAND PLACING OF CONCRETE AND MAINTAIN THEIR SHAPES AND fiedlerPOU
<br /> THIS MAY CAUSE THE BUSHING TO UNSCREW WITH THE PLUG. CARE SHALL BE TAKEN NOT TO POSITIONS. MAKE FORMS SUFFICIENTLY TIGHT AND SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING PART 2 - PRODUCTS p
<br /> CROSS THREAD OR DAMAGE THE NON- METALLIC. BUSHINGS WHEN REPLACING PLUGS OR OR LEAKAGE. ASSEMBLE FORMS IN SUCH A MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE *Architecture
<br /> INSTALLING REQUIRED TANK PIPING. TO CONCRETE. FORMS SHALL BE IN OR NEAR NEW CONDITION; CLEAN, SMOOTH AND WITHOUT 2.1 PRODUCT PIPING: PRODUCT PIPING SHALL BE FIBERGLASS DOUBLE WALL PIPING AS SPECIFIED BY
<br /> INDENTATIONS OR BENDS. INSTALL SLEEVES, MANHOLES, CAPS, BOXES AND POSTS IN PROPER *Engineering
<br /> 3.7 WET HOLE INSTALLATION: SHOULD GROUND WATER BE PRESENT IN TANK EXCAVATIONS, LOCATIONS AND HEIGHTS. EXPANSION JOINTS SHALL CONSIST OF FILLER STRIPS INSTALLED WITH TOP 7-ELEVEN, INC, *Planning
<br /> 7-ELEVEN'S LOCAL CONSTRUCTION ENGINEER MUST BE NOTIFIED. AT ELEVATIONS OF FINISHED CONCRETE. NEATLY FINISH EDGES OF EXPOSED CONCRETE ALONG JOINTS
<br /> WITH A SLIGHTLY ROUNDED EDGING TOOL. 2,2 VENT PIPING: PIPING SHALL BE FIBERGLASS PIPE. VENT LINE RISERS SHALL BE GALVANIZED PIPE Project Management
<br /> 3.7.1 WELL POINT: WATER SHALL BE KEPT AT LOWEST POSSIBLE POINT BY WELL POINT AND EXTEND 4' ABOVE ADJACENT STRUCTURE OR 12'-O" ABOVE FINISHED GRADE. VENT LINE
<br /> 3.3 REINFORCEMENT: FURNISH AND INSTALL ALL REINFORCING STEEL INDICATED ON DRAWING METAL RISERS SHALL NOT HE INSTALLED ON BUILDING UNLESS APPROVED IN WRITING. 2322 West't'hird Street
<br /> SYSTEM(S) AND PROPERLY SIZED PUMP(S).
<br /> REINFORCEMENT AT THE TIME CONCRETE IS PLACED, SHALL HE FREE FROM COATINGS WHICH WILL Los Angeles,CA
<br /> 9oo57-t9b6
<br /> DESTROY OR REDUCE THE BOND. METAL REINFORCEMENT SHALL BE STORED SO AS TO PREVENT 2.3 STAGE II VAPOR RECOVER PIPING: PIPING SHALL BE FIBERGLASS DOUBLE WALL PIPING AND
<br /> 3.7.2 ANCHORS: DEAD MAN AS PER TANK MANUFACTURER'S RECOMMENDATIONS. PLACE Phone: (213)381-7891
<br /> 12" FROM FREEZING FOR A MINIMUM OF 48 HOURS PRIOR TO PLACEMENT ALL REINFORCEMENT SHALL BE PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM DISPENSER .ISLAND TO TANK. Fax:(213) 381-1517
<br /> OUTSIDE VERTICAL LINE OF TANKS) AS DENOTED ON DRAWINGS. FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS OF ACI. METAL REINFORCEMENT SHALL BE
<br /> ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. SPLICES IN ADJACENT BARS SHALL BE 2.5 BACK FILL: ALL MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL AND AS fiedlergroup.com
<br /> 3.7.3 TIE DOWNS: SUPPLIED BY TANK MANUFACTURER. LAPPED 36 DIAMETERS AT CORNERS AND SPLICES, AS REQUIRED. PER MANUFACTURER'S SPECIFICATIONS.
<br /> CONSULTANT:
<br /> 3.7.4 TAKE-UP FIXTURE & TURNBUCKLE: TO REMOVE CABLE SLACK, UTILIZE THE 3.4 MIXING AND TRANSPORTING CONCRETE: CONCRETE SHALL BE READY MIXED AND SHALL MEET
<br /> TAKE-UPFIXTURE FOR 8' DIA. TANK: MIN SIZE 26" MAX SIZE 43". WEIGHT 16 LH. REQUIREMENTS OF ASTM C-94 FOR MIXING AND DELIVERY. FURNISH DUPLICATE DELIVERY TICKETS OF
<br /> EACH TRUCK LOAD TO OWNER'S LOCAL CONSTRUCTION OFFICE WHEN REQUIRED. TICKETS SHALL
<br /> 3.7.5 STRAP PLACEMENT: AS PER TANK MANUFACTURER'S SPECIFICATIONS. SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES, AIR ENTRAINMENT (IF ANY) AND BRAND OF CEMENT.
<br /> NOTE AMOUNT OF WATER ADDED AT JOB.
<br /> 3.7.6 COATING: COVER ALL NON-GALVANIZED HARDWARE WITH PVC. 3.5 PLACING CONCRETE:
<br /> 3.8 LIFTING: TANKS SHALL BE LIFTED ONLY AS PER MANUFACTURER'S RECOMMENDATIONS, UTILIZINGPART 3 - INSTALLATION
<br /> LIFTING LUGS PROVIDED ON TANKS, TANKS SHALL NOT BE ROLLED, DROPPED OR WRAPPED WITH 3.5.1 NOTIFICATION: THE CONTRACTOR SHALL NOTIFY THE OWNER'S LOCAL CONSTRUCTION
<br /> CHAINS. EQUIPMENT OF SUFFICIENT SIZE, DESIGN AND LIFT CAPACITY SHALL BE UTILIZED FOR OFFICE AT LEAST 48 HOURS BEFORE PLACING ANY CONCRETE. THE CONTRACTOR SHALL 3.1 ALL PRODUCT PIPING AND SPECIALTIES SHALL HE INSTALLED IN STRICT ACCORDANCE WITH THE
<br /> SETTING OF TANKS. SHOULD TANKS BE BUMPED, DENTED,DROPPED OR MISHANDLED IN ANY WAY, NOTIFY ALL TRADES AFFECTED BY CONCRETE PLACEMENT AT LEAST 24 HOURS BEFORE MANUFACTURER'S INSTRUCTIONS AND STATE AND LOCAL CODES.
<br /> INSTALLATION SHALL BE HALTED AND TANK MANUFACTURER'S REPRESENTATIVE IMMEDIATELY PLACING ANY CONCRETE IN ORDER THAT TRADES AFFECTED MAY INSTALL REQUIRED
<br /> CONTACTED FOR RECERTIFICATION OF TANKS. CONTACT LOCAL CONSTRUCTION OFFICE OR SITE BLOCKING, SLEEVED, POCKETS, ETC. 3.2 THE DRAWINGS ARE DIAGRAMMATIC AND THE FINAL ARRANGEMENT OF THE WORK SHALL SUIT
<br /> MANAGER IMMEDIATELY UPON NOTICE OF QUESTIONABLE HANDLING OF TANKS OR NOTABLE 3.5.2 PROTECTION: PROTECT ALL WORK OF OTHER TRADES AS REQUIRED. FIELD CONDITIONS, THE CHARACTERISTICS OF THE MATERIALS USED, AND THE INSTRUCTIONS OF
<br /> DAMAGE THERETO. THE CONSTRUCTION MANAGER. VERIFY ALL DIMENSIONS IN THE FIELD. ACCESS AND CLEARANCES
<br /> 3.5.3 WETTING: THOROUGHLY WET FORMS AND DAMPEN SAND CUSHIONS BEFORE PLACING MUST BE PROVIDED AND MAINTAINED FOR THE PROPER OPERATION, MAINTENANCE, SERVICE AND
<br /> 3.9 BACK FILL PLACEMENT: ONCE TANKS ARE PROPERLY SET IN PLACE, CAREFULLY BACK FILL CONCRETE. REPAIR OF THE WORK.
<br /> ENTIRE EXCAVATION, HAND SHOVELING AND TAMPING ALONG BOTTOM OF TANK(S) SO THEY ARE
<br /> EVENLY SUPPORTED AROUND BOTTOM. SPECIAL ATTENTION SHALL BE PAID TO BOTTOM QUARTER 3.5.4 PLACING: PLACE ALL CONCRETE IN ACCORDANCE WITH ACI 614. MINIMUM CONCRETE 3.3 LOCATE, IDENTIFY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK BEFORE rv0. DATE REWSION DESCRIPTION
<br /> POINTS ELIMINATING ANY VOIDS IN FILL AT THESE POINTS. DO NOT DROP BACK FILL FROM HIGH COVER OVER REINFORCEMENT SHALL CONFORM TO ACI 318. USE HANDLING EQUIPMENT AND STARTING EARTHWORK OPERATIONS. IF UTILITIES ARE TO REMAIN IN PLACE PROVIDE ADEQUATE
<br /> DISTANCE ONTO TANKS, TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE DENSITY. METHODS TO INSURE A CONTINUOUS FLOW FROM MIXER TO PLACE OF DEPOSIT SPACE, TAMP MEANS OF PROTECTION DURING EARTHWORK PROCEDURES. i 04-01-99 M. PER CLSNT
<br /> AND MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE TO COMPACT THOROUGHLY AND 3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES HE ENCOUNTERED
<br /> 3.10 AVOID SRIF IF GROUND WATERT PRESENT, TANKS SHALL S FILLED WITH BALLAST (WATER) TO ELIMINATE VOIDS. DO NOT ALLOW FREE FALL OF CONCRETE TO EXCEED 5'. DURING EXCAVATION, CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTIONS AS TO
<br /> AVOID SHIFTING MOVEMENT. COST OF WATER AND REMOVAL SHALL HE CONTRACTOR COST. DO
<br /> NOT INSTALL SUBMERGIBLE PUMPS IN TANKS FILLED WITH WATER. DO NOT BALLAST TANKS ABOVE36 FINISHING CONCRETE: PROCEDURE. COOPERATE WITH THE OWNER AND PUBLIC AND PRIVATE UTILITY COMPANIES IN
<br /> .
<br /> LEVEL OF BACKFILL. KEEPING THEIR RESPECTIVE SERVICES IN SATISFACTORY CONDITION.
<br /> 3.11 PROTECTION: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION FOR 3.6.1S1.ABS SHALL HE A TRUE PLANE SURFACE WITH NO DEVIATION IN EXCESS OF 1/4" 3.5 VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES, VAPOR RECOVERY ADAPTERS AND AUTO
<br /> TANK EXCAVATION FROM SURFACE WATERS WITH DAMS, BERMS, OR OTHER MEANS PENDING WHEN TESTED WITH A 10' STRAIGHTEDGE AT 3' INTERVALS IN BOTH DIRECTIONS. SCREED GAUGING ADAPTATIONS SHALL BE A 4" DIAMETER PIPE.
<br /> COMPLETION OF INSTALLATION. EXCAVATION SHALL BE MARKED AT ALL TIMES WITH LIGHTED AND FLOAT CONCRETE FOR SLAB WITH STRAIGHT EDGES TO BRING SURFACE TO REQUIRED
<br /> BARRICADES UNTIL INSTALLATION IS COMPLETE. WATER SHALL NOT BE ALLOWED TO ACCUMULATE FINISHED LEVEL. WOOD FLOAT CONCRETE WHILE STILL GREEN TO A TRUE, EVEN SURFACE 3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE OWNER
<br /> IN EXCAVATION. DE-WATER AS REQUIRED TO MAINTAIN EXCAVATION AS DRY AS POSSIBLE. WITH NO COARSE AGGREGATE VISIBLE. AFTER SURFACE MOISTURE HAS DISAPPEARED, STEEL OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER, AND THE
<br /> TROWEL SURFACE TO A SMOOTH, EVEN FINISH, FREE FROM BLEMISHES AND TROWEL MARKS. ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICE HAS BEEN PROVIDED.
<br /> AFTER TROWELING, BRUSH SURFACE OF CONCRETE WITH BRISTLE BROOM TO RESULT IN A
<br /> MEDIUM, UNIFORM, NONSLIP TEXTURED SURFACE. STROKE CROSSWISE TO LENGTH. 3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR RUN-OFF
<br /> 3.7 CURING: UTMOST CARE SHALL BE TAKEN TO ACHIEVE A UNIFORM, PROTECTIVE CURE FOR ALL SLAREA. DO NOT USE TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY DRAINAGE DITCHES.
<br /> DO NOT USE CALCIUM CHLORIDE. CURING METHODS SHALL CONFORM TO ACI STANDARD 605-99 AND REMOVE ALL TRASH, DEBRIS AND FOREIGN MATERIAL FROM TRENCHES PRIOR TO PLACING PIPING
<br /> MATERIAL.
<br /> � T ACI STANDARD 306-86. SEAL:
<br /> SECTION V CON CRETE 3.6 ALL PRODUCT', VAPOR RECOVERY AND VENT LINES SHALL SLOPE UP FROM TANKS. A MINIMUM OF
<br /> 3.7.1 ALL SAW CUTS ARE TO HE 1/4" TO 3/8" AND ARE TO BE FILLED WITH UREXPAN 1" IN 8' (1/8" /FT) WITH NO SAG OR TRAPS. LINES SHALL BE 1N TRENCHES WITH A MINIMUM OF
<br /> NR-300 GASOLINE RESISTANT SEALANT. ALL CONTROL JOINTS AND CONSTRUCTION JOINTS OppOFES510kg2
<br /> PART 1 - GENERAL ARE TO BE FILLED WITH UREXPAN NR-300 GASOLINE RESISTANT SEALANT. 6" OF BACK FILL MATERIAL ON ALL SIDES, HORIZONTAL AND VERTICAL. eG� O p� F�
<br /> 1,1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, 3.8 REMOVAL OF FORMS: DOT NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED SUFFICIENT STRENGTH 3.9 SUBMERGED PUMP, FILL PIPE, AUTO GAUGING ADAPTERS AND VAPOR RECOVERY ADAPTER SHALL a
<br /> SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR TO SUPPORT ANY SUPERIMPOSED LOADS. HE LOCATED AT TANK OPENINGS AS SHOWN ON DRAWINGS EPo.331-2011
<br /> PROPERLY INCIDENTAL TO CONCRETE 'f
<br /> n ii C� 3.9 PATCHING: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER. 3.10 FILL PIPE SHALL HAVE OVER SPILL CONTAINMENT SYSTEM INSTALLED A3 SHOWN ON DRAWINGS. 'f
<br /> PART 2 - PRODUCTS CT.7 3.11 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE. FILL PIPE AND VAPOR RECOVERY RISER SHALL OF
<br /> 3.10 TEMPERATURE: BE CUT TO THE PROPER LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN 5" (+ OR -
<br /> 2.1 MATERIALS: 3.10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS 1") OF THE TOP OF THE MANHOLE.
<br /> 2.1.1 AIR ENTRAINING AGENT: ASTM C 260-60-T. "PROTEX" MANUFACTURED BY THAN 40 DEGREES FAHRENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND 70 3.12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS, Cee em.IRI nY I .RF STATEMENT,
<br /> DEGREES FAHRENHEIT FOR MINIMUM OF 72 HOURS. ms DD4UNENr w E> WORENEW NEaEN REAnxc ro
<br /> PROTEX INDUSTRIES OR APPROVED EQUAL. WNnCENCE PCR INE PRN.vE USE or AUTNERBE.
<br /> EDI£P 4PWP,R CpEM NAS BEER NPNISNEO IN
<br /> 3.13 REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LINES UNDER EACH PEas .". ND Pua NEREOr SN4E BE COPIED.
<br /> 3.10.2 HOT WEATHER: MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING, o FLUTED. DiMRRxTE,DiSO ED OR MMC AV TILE TO
<br /> 2.1.2 PORTLAND CEMENT: CONFORM TO ASTM C-150 TYPE 1; TYPE lI WHERE WATER DISPENSER AND SECURED TO THE DISPENSER BOX. THESE VALVES MUST BE INSTALLED WITH THE ,NERS OR USED ,c,a.E.,ENT�N,.oSC. E.oE PS
<br /> FOG SPRAY, SPRINKLING, PONDING OR WET COVERING IN ADVANCE OF PLACEMENT. TAKE E ,e,.111. iN WRHRO BY 1REoJR DRDUP. un
<br /> SUCH PROTECTIVE MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING xmox. PRN OR EOfoOW1ON RECENHC 7HIS DOCURExq
<br /> SOLUBLE SULFATES ARE PRESENT. SHEAR SECTION FLUSH AT THE TOP OF THE DISPENSER SUMP, AS DENOTED ON PLANS. D»l.oars � ., Nm. eE DEEF.N RO N+ve
<br /> OPERATIONS WILL ALLOW. PCR .O RmR.ENII.
<br /> 2.1.3 AGGREGATES: CONFORM TO ASTM C-33. 3.14 AFTER ALL PIPING IS COMPLETE AND PRIOR TO BACK FILLING, ALL PIPING INCLUDING VENT DEVELOPMENT INFORMATION:
<br /> 3.11 TESTING: CONCRETE TESTS SHALL BE ORDERED AT THE DISCRETION OF THE OWNER'S CONSTRUCTION LINES SHALL BE ISOLATED FROM THE TANK AND TESTED PER MANUFACTURER'S TESTING 7-ELEVEN, INC.
<br /> 2.1.4 WATER: SHALL BE CLEAN AND POTABLE. MANAGER. THE OWNER SHALL PAY FOR ALL CONCRETE TESTING. COMPACTION TESTS SHALL HE INSTRUCTIONS. s
<br /> 2.1.5 SAND: CONFORM TO ASTM C-144. REQUIRED PRIOR TO PLACEMENT OF ANY CONCRETE ON GRADE. CONTRACT OWNER'S ENGINEERING3.15 IF SUBMERGED. PUMP RISER IS TO HE LENGTHENED, THE PROPER 4" THIN WALL RISER AS NEW 4 M.P.D. CANOPY
<br /> SERVICES FOR COMPACTION TESTING TESTS. TESTS WILL BE PAID FOR BY OWNER. PRODUCED BY MANUFACTURER SHALL BE USED. NEW U.G. STORAGE TANKS
<br /> 2.1.6 STEEL REINFORCING: CONFORM TO ASTM A-615, GRADE 60 (EXCEPT WHERE 3.12 THICKNESS: 8E RESTROOM ADDITION
<br /> NOTED OTHER WISE) YIELD STRENGTH 60,000 PSI. 3.16 ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL HE AS SHOWN ON EQUIPMENT LIST.
<br /> 3.12.1 SLAB OVER TANKS SHALL BE 6" CONCRETE SLAB WITH #3 REINFORCING BARS AT REFER TO LIST OF MATERIALS SUPPLIED BY OWNER.
<br /> 2.1.7 ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACES, ETC., SHALL BE COLD 12" O.C. EACH WAY ON 2" SADDLES, (CHAIRS). SITE ADDRESS:
<br /> DRAWN WIRE WITH HEIGHTS REQUIRED. BAR SUPPORTS FOR CONCRETE RESTING ON 3.17 OBSERVATION WELLS WHEN REQUIRED SHALL HE INSTALLED. WELLS ARE TO BE POSITIONED IN
<br /> € EARTH OR GRAVEL SHALL BE PRE CAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS NO. EXCAVATION HOLE PRIOR TO PLACING BEDDING MATERIAL AND SUPPORTED TO REMAIN VERTICAL
<br /> V HCP WITH WELDED PLATES ON BOTTOM AS MANUFACTURED BY HOHMANN & BERNARD, 3.12.2 CANOPY SLABS SHALL HE 6" CONCRETE2". REINFORCEMENT SHALL BE #3'S AT 18" DURING BACK FILL OPERATIONS. BOTTOM OF OBSERVATION WELL(S) SHALL BE 12" MINIMUM 3040 BENJAMIN HOLT DR.
<br /> INC. O.C. EACH WAY. REINFORCEMENT SHALL BE ON SADDLES, (CHAIRS).
<br /> BELOW THE BOTTOM OF TANK EXCAVATION PIT. TOP OF PIPE TO TERMINATE IN 12" DIAMETER @ GRIGSBY PLACE
<br /> M OBSERVATION BOX. SLOTTED SAMPLE WELL MATERIAL SHALL BE FURNISHED BY CONTRACTOR. STOCKTON,CA 95219
<br /> a 2.1.0 FORMS: CLEAN, STRAIGHT LUMBER OF MOISTURE RESISTANT PLYWOOD. KNOT 3.13 CANOPY FOOTINGS: CANOPY FOOTINGS SHALL BE INSTALLED BY GENERAL GASOLINE CONTRACTOR AS LOCKING CAPS AND KEYED ALIKE LOCKS PROVIDED TO 7-ELEVEN, INC. REPRESENTATIVE.
<br /> $ HOLES, DEFORMATIONS, ETC., SHALL NOT BE ALLOWED. PER SHOP DRAWINGS SUPPLIED BY THE CANOPY COMPANY. ALL MATERIALS SHALL HE EQUAL TO OR STORE #14113
<br /> BETTER THAN SPECIFIED ELSEWHERE IN THIS SECTION. 3.18 CODES: THE NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, & NFPA 30A AUTOMOBILE
<br /> 2.1.9 EXPANSION JOINT FILLERS: ASPHALT IMPREGNATED FIBERBOARD CONFORMING 3.14 PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND MARINE SERVICE STATION CODE. IS BY REFERENCE MADE A PART OF THIS SPECIFICATION. DESIGNED BY: NTP Pc PM: KE
<br /> TO ASTM D-60-T. USE 1/2" THICK OR AS INDICATED ON DRAWINGS. SAID CODE SHALL DICTATE MINIMUM ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO
<br /> TO PROTECT ALL CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER, INCLUDING EXCESSIVE CHECKED BY: MEP PM:
<br /> 3 LOADING, SHIPPING, CRACKING, STAINING, PAINT SPLATTERS, ETC. THE OWNER EXPECTS EXPOSED UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR MORE STRINGENT REQUIREMENTS NE
<br /> 2.1.10 CALCIUM CHLORIDE: NOT PERMITTED. CONCRETE SURFACES TO BE CLEAN AND OF UNIFORM COLOR AND TEXTURE AT COMPLETION OF THE WHICH DRAWN Br: 00 coNsuLTANT HIM:
<br /> 2.2 CONCRETE PROPORTIONS: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL PROJECT. REPLACE ANY CONCRETE DAMAGE DURING CONSTRUCTION. 3.19 STARTUP: PRIOR TO STARTUP AND CHECK-OUT OF SYSTEM, PRODUCT LINES SHALL PASS DATE: PROJECT No:
<br /> € GUARANTEE CONCRETE STRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS, OR 3.15 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS. HYDROSTATIC LINE TEST. ALL SITE IMPROVEMENTS. INCLUDING PAVEMENTS AND UTILITIES, SHALL OQ•Ot•OB 12728
<br /> N REQUIRED OTHERWISE BY CODES, SHALL BE DESIGNED FOR 4,000 PSI STRENGTH AT 28 DAYS BE COMPLETED PRIOR TO THIS TEST. DRAWING TITLE:
<br /> WITH NOT LESS THAN 5 1/2 HAGS OF CEMENT PER CUBIC YARD OF CONCRETE. NOT MORE THAN
<br /> 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A 4" SLUMP. AIR 3.20 INSPECTIONS: PLUMBING INSPECTION SHALL BE PERFORMED BY 7-ELEVEN, INC.'S APPOINTED SPECIFICATIONS
<br /> CONTENTS SHALL RANGE BETWEEN 4% AND 7%. REPRESENTATIVE.
<br /> 3.21 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING THE
<br /> PREMISES CLEAN AND NEAT AT ALL TIMES.
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