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TO TANK FIELD
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<br />4 4" 4'-4"
<br />2440
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<br />TO BUILDING -
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<br />DISPPL DISP.
<br />8 EXISTING PIC UNITS
<br />1 2 TO REMAIN
<br />EXISTING 1UBMLAR STEEL
<br />COLUMN TO 1 EMAIN (TYP.)
<br />1 SAW CUT LINE 4
<br />DOWELING (TYP.)
<br />J—_
<br />t 70�
<br />B-SIDE T �T t -.- t _ r I t B-SIDE _.
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<br />5 I OSAW CUT LINE J
<br />DOWELING (TOP.)
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<br />NEW
<br />6H .K qjjCONCRETE DRIVE SLAB
<br />W/ 6 X - W1.4 X 1.4 WWF
<br />1 2
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<br />B-SIDE -
<br />'—LINE OF
<br />ABOVE f
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<br />LINE OF LIGHTING
<br />SYSTEM ABOVE (EXISTING)
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<br />—NEW
<br />1/2" EXPANSION
<br />JOINT (TYP.)
<br />EXTEND AS REQUIRED
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<br />-SAW CUT LINE GD
<br />DOWELING (PYP.)
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<br />• • - _ - I L B-SIDE .Y-- --_
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<br />0 BUMPER POST
<br />WITH SIGN
<br />TYPICAL OF 4
<br />OMULTI -PRODUCT I I EXISTING 3" 0 PVC SAW CUT LINE 1
<br />5 — DOWNSPOUT & CAST IRON DOWELING (TYP.
<br />DISPENSER W DRAIN PIPE TO REMAIN
<br />INTERCOM (TYP. OF 3) k INSTALL NEW
<br />TYP. OF 4 DISPENSER ISLANDS
<br />(TYP. 4 PLCS.)
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<br />L_ _ _
<br />22'-0" CANOPY
<br />- - -
<br />REF. ---
<br />36'-0' DIVE SLAB
<br />REF.
<br />Revised Floor Plan at Existing Canopy '�L
<br />SCALE: 1/4" = l' --O" - 'D'/4 4" MAX...
<br />P N cLV400()\MECHAfrra \1 N-.CAap :L_I.'vASo UJI2L LIn, 0211 I,�19'd9 06+:43 Scale 1=0 Slee Xrefs,
<br />4 a
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<br />EXISTING SLAB
<br />W/ 6 X 6 - W1.4 X 1.4 WWF
<br />1
<br />SAWED GROVE, WIDTH 3/16" MIN.
<br />AND 5/16" MAX. JOINT TO BE
<br />FILLED TO APPROXIMATELY 1/4"
<br />OR SURFACE OF PAVEMENT
<br />General Notes
<br />PIPING LEGEND
<br />------ --- NEW 2" F.G. DOUBLE WALL PRODUCT PIPING (LOCATIONS ASSUMED)
<br />-'- - - --- - - - NEW 2" OR 3" F.G. SINGLE WALL VAPOR RECOVERY PIPING (LOCATIONS ASSUMED)
<br />REROUTED OR NEW CONDUIT (LOCATIONS ASSUMED)
<br />x PIPING OR CONDUIT INTERCEPT POINT (CONTRACTOR TO DETERMINE)
<br />1. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK.
<br />ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE
<br />PROCEEDING WITH THE WORK.
<br />2. INSTALLATION OF PIPING AND DISPENSERS SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED
<br />BY THE STATE AND LOCAL. REQUIREMENTS. CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE JURISDICTIONAL
<br />AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS.
<br />3. ALL ELECTRICAL WORK PERFORMED WITHIN CLASS I HAZARDOUS AREAS SHALL BE SEALED PER NEC AND UFC
<br />REQUIREMENTS.
<br />4. THE PRODUCT PIPING LAYOUT SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT
<br />INTENDED TO BE AN EXACT REPRESENTATION OF THE PIPING LAYOUT. GENERAL CONTRACTOR TO RELOCATE,
<br />MODIFY AND ADJUST PIPING INSTALLATION TO PROVIDE A SYSTEM CONSISTENT WITH THE INTENT OF THE DESIGN,
<br />GENERAL CONTRACTOR SHALL PREPARE "AS—BUILT" PLANS UPON THE COMPLETION OF THE INSTALLATION.
<br />5, ALL UNDERGROUND PIPING SHALL BE FIBERGLASS UNLESS NOTED OTHERWISE AND SHALL BE INSTALLED PER
<br />MANUFACTURERS SPECIFICATIONS. SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, NOT GRAPHICALLY.
<br />ALL PRODUCT PIPING SHALL BE DOUBLE CONTAINMENT PIPE WHILE ALL VAPOR RECOVERY PIPING SHALL BE
<br />BE SINGLE WALL.
<br />6. THE GENERAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION WHETHER OR
<br />NOT THE EQUIPMENT IS PROVIDED BY OWNER OR OTHERS.
<br />7. GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL
<br />LAWS AND REGULATIONS.
<br />Installation Notes
<br />1 CONTRACTOR TO INSTALL 3" IND WA STA II VAPOR RECOVERY O T SINGLE LL GE 0 RECO ER HEADER FOR "BALANCE" VAPOR RECOVERY SYSTEM.
<br />SLOPE 1/e" PER INET MINIMUM .0 TANKS. SEE DETAILS AND SECTIONS N RUC TK3-3.
<br />PIPING SHALL R INSTALLED PER MANUFACTURER'S RECOMMENDATION AND INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE
<br />CONNECTORS FROM THE DISPENSER SUMP TO THE VAPOR RECOVERY MANIFOLD.
<br />/��� LD
<br />C°J CONTRACTOR TO INSTALL. TWO 2" DOUBLE WALL PRODUCT LINE HEADERS. LINES TO BE EQUIPPED WITH LIQUID LEAK MONITOR
<br />SENSOR IN PIPING SUMP ATTACHED TO TANK AND WIRED FOR TURBINE SHUT DOWN. SLOPE 1/8" PER FOOT
<br />MINIMUM TO TANKS, SEE DETAILS AND SECTIONS ON DWG. TK3-3.
<br />PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AND INSTRUCTIONS, CONTRACTOR SHALL USE FLEXIBLE
<br />CONNECTORS FROM THE DISPENSER SUMP TO THE MAIN PRODUCT LINES.
<br />O CONTRACTOR TO INSTALL NEW STEEL DISPENSER ISLAND FORMS AND CONCRETE PUMP ISLANDS.
<br />SEE DETAIL #17 ON DWG. TK3-4.
<br />O CONTRACTOR TO INSTALL NEW CONCRETE DRIVE SLAB AND REINFORCING AS SHOWN.
<br />CONTRACTOR TO DOWEL INTO EXISTING CONCRETE DRIVE SLAB AT EXISTING PIC UNITS W/ #4 x 18" STEEL BARS AT 16" O.C.
<br />SEE DETAIL #1 AND CONCRETE SPECIFICATIONS ON THIS SHEET.
<br />OS CONTRACTOR TO INSTALL (4) FOUR GILBARCO 378, SINGLE HOSE PER SIDE, BLENDING MULTI -PRODUCT DISPENSERS
<br />AS SHOWN DISPENSERS TO BE FITTED WITH BALANCE STAGE II HOSES AND NOZZLES, BREAKAWAY VALVES AND
<br />UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES AND MONITORING SENSORS.
<br />SEE DWGS, TK3-3 AND TK3-4 FOR TYPICAL INSTALLATION DETAILS.
<br />CONTRACTOR SHALL FIELD LOCATE INTERCEPT AND CUT EXISTINGN IT T
<br />CO DU ROUTED TO REMOVED
<br />DISPENSERS AT A CONVENIENT " T
<br />LO.,A IOP1. REMOVE ALL WIRING BACK TO PANEL. CAP AND ABANDON ALL CONDUIT NOT
<br />OT
<br />BEING REUSED. INSTALL NEW CONDUITS AS REREQUIRED.CHECK CIRCUIT BREAKERS IN PANEL FOR LOAD SERVICEABILITY
<br />TO THE NEW DISPENSERS REMOVE ALL BREAKERS NOT BEING REUSED. REPLACE BREAKERS IF NEEDED,
<br />ALL ELECTRICAL WORK SHALL CONFORM TO THE UNIFORM ELECTRICAL CODE 1994 EDITION AND TO ALL
<br />LOCAL REQUIREMENTS. NOTE THAT EXISTING CONDUIT LOCATIONS ARE ASSUMED.
<br />ONE CONDUIT SHALL BE USED FOR NEW DISPENSER POWER AND COMMUNICATION AND ONE CONDUIT FOR DISPENSER
<br />INTERCOM. REROUTE CONDUIT AT BUILDING TO ACCOMMODATE INTERCOM LOCATION AT SALES COUNTER.
<br />DISPENSER START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE
<br />MINIMUM. ANY AIR POCKETS OR START UP PROBLEMS DCL TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT
<br />DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR.
<br />© CONTRACTOR TO '`TOUCH-UP/REPAIR ANY DAMAGE TO CANOPY COLUMNS FROM THE REMOVAL OF STEEL OVERHEAD HOSE
<br />RETRACTOR BARS SPANDREL SIGNS AND OVERHEAD INTERCOM SYSTEM AS REQUIRED.
<br />O7 CONTRACTOR TO INSTALL (4) NEW ISLAND BUMPER POSTS. SEE DETAIL #16 ON DWG. TK3-4.
<br />® EXISTING PIC UNITS TO REMAIN
<br />O CONTRACTOR TO PATCH AND REPAIR ALL ASPHALT AFFECTED BY THE NEW TANK AND PIPING INSTALLATION AND ALL OTHER
<br />DAMAGED ASPHALT ON SITE, SAWCUT CLEAN ALL ADJACENT ASPHALT IN REPAIR AREAS BEFORE PATCHING. SLURRY COAT ALL
<br />ASPHALT ON SITE AND RESTRIPE PARKING SPACES.
<br />Drive Slab Concrete Specifications
<br />1, UNLESS OTHERWISE NOTED ON THESE DRAWINGS:
<br />o. CONCRETE — REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT)
<br />L. CEMENT TYPE 11, SULFATE RESISTANT
<br />c. AGGREGATES — ASTM C33, (MAXIMUM SIZE 3/4 INCHES)
<br />d. 28 DAY CONCRETE STRENGTH (f'c).
<br />3,000 PSI — SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED)
<br />e. SLUMP — 3"+ 1" — 4" MAXIMUM AT POINT OF PLACEMENT
<br />f. SHRINKAGE — 0,05% MAXIMUM
<br />2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 6.0 INCHES
<br />(UNLESS OTHERWISE NOTED ON THESE DRAWINGS)
<br />3, CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM
<br />7 1/2 GALLONS OF WATER PER SACK.
<br />4. REINFORCING STEEL FOR DRIVE SLABS SHALL BE 6 x 6 — 1.4/1,4 WVJM WELDED WIRE FABRIC
<br />OR #3 BARS 0 16 O C EACH WAY. SUMP CAGES SHALL BE ((3 DEBAR TOP AND BOTTOM.
<br />@ MAINTAIN CONCRETE INA MOISiCONPITION -FOR AT LEAST 7 DAYS AFTER. PLACEMENT.
<br />1 /6 PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS
<br />7 SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER
<br />AT LEAST 7 DAYS BEFORE PLACING CONCRETE.
<br />8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR.
<br />9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND
<br />OTHER INSERTS IN POSITION TO PREVENT MOVEMENT,
<br />10, MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.I.C. — 318 (SPECIFICATIONS OF THE
<br />DESIGN AND PLACEMENT OF CONCRETE).
<br />Compliance Notes
<br />GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR NOTIFICATION TO GOVERNING AGENCY
<br />PRIOR TO PIPING TESTING OR INSPECTION,
<br />TANK SYSTEM TO BE INSPECTED BY OWNER'S ENGINEER & GOVERNING AGENCY AT THREE (3)
<br />SEPARATE CONSTRUCTION PHASES AS REQUIRED:
<br />1. PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES.
<br />2. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. - �/�, W�
<br />3. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM.. /f.'I
<br />ALL UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH �VALWI
<br />STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. THE OWNER'S �eq ,-,, -,18065
<br />ENGINEER
<br />ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR IMLL BE PAID. % P�
<br />TANK SYSTEM, LEAK DETECTORS AND MCNITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING O` qE1
<br />AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION.
<br />GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH THE DEPARTMENT
<br />OF INDUSTRIAL SAFETY (STATE OF CALIFORNIA) FOR EXCAVATIONS OF TRENCHES '
<br />5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND.
<br />ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS
<br />PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES.
<br />NO., ARCO PRODUCTS COMPANY MASTER REVISIONS
<br />L NEW SLAB NO. DATE REVISIONS
<br />GREASE COATED STEEL DOWEL
<br />;)4„ BARS x 18" (SMOOTH) ON W/ 6 X 6 - W1.4 X 1.4 WWF 1 /4/99 REVISED PER CIN OF STOCKTON PLAN CHECK
<br />16 CENTERS. GROUTED INTO PLACE.
<br />Slab Construction Joint Detail
<br />1_1/2.,_1,-D.•
<br />PROJECT RELEASE
<br />ISSUED FOR
<br />2/10/99
<br />PLAN CHECK
<br />BID
<br />2
<br />2/10/99
<br />RELEASE
<br />CONST.
<br />RELEASE
<br />0211111111
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<br />SAND PLANNING AND DESIGN SPECVLISTS'
<br />18215 72ND AVENUE SOUTH
<br />KENT, WASHINGTON 98032
<br />(425) 251-6222
<br />BCE# 4009
<br />3/4/98
<br />prof. axe. drawn by
<br />1/29/99 SHK
<br />project / facility
<br />2133
<br />TK2-1
<br />of
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