|
OVERALL TANK SLAB VARIES WITH
<br /> NUMBER AND DIAMETER OF TANKS
<br /> 2, Tank Slab a b C O n C ® NOTES: UST INSTALLATION CLIENT.
<br /> P. _ 3,_0" _ rete Specifications by
<br /> OSLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br /> O N UNLESS OTHERWISE NOTED ON THESE DRAWINGS: FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br /> 1. a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS O CONCRETE. CONCRETE STRENGTH SHALL BE 4,000 PSI fc AT 28 DAYS, I'
<br /> b. CEMENT - TYPE 1/I1, SULFATE RESISTANT AFTER PLACEMENT. HOWEVER THE
<br /> MINISPEMUM
<br /> SIG (SSTRENGTH
<br /> IS 2,500
<br /> UPGRADE,SIIc TT 28 DAYS.
<br /> fl 4
<br /> 48" DIA. TURBINE t 3 4 c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES)
<br /> / AND VENT/ STAGE II d. 28 DAY CONCRETE STRENGTH (f'c): 4,000 PSI - SLAB NO SPECIAL INSPECTION OR TESTING IS REQUIRED,
<br /> VAPOR RECOVERY MINIMUM DESIGN IS BASED ON (2,500 PSI. THIS IS A VOLUNTARY UPGRADE. THEREFORE NO 6 CONCRETEENUNLESS CRETE (SPE IAL INSPECTIONECTLY FROM , IN ACCORDANCE INTO FORMS. DO NOCH CHAPTER O3
<br /> SUMP (TYP.) SPECIAL INSPECTION OR TESTING IS REQUIRED. REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4"
<br /> SAWED CONTROL JOINTS
<br /> e. SLUMP - 3"+ 1 " - 4" MAXIMUM AT POINT OF PLACEMENT 3 OF THE UBC, IS PROVIDED. FROM SURFACE.
<br /> If. SHRINKAGE - 0.05% MAXIMUM REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) 4 REBAR 60-
<br /> g. ENTRAINED AIR RANGE - 2% TO 4% 7. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, O IN LENGTH FOR LARGE MANHOLES 30" FOR SMALL MANHOLES. PLACE
<br /> J
<br /> Ld TO OWNERCONTROL JOINTS TO
<br /> 'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. REBAR 6" FROM SIDES OF BOX,
<br /> 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES UNLESS OTHERWISE NOTED 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN
<br /> BE "TOOLED" WITH O Y6" & MAX OF %S IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS.
<br /> z 3/8" RADIUS ON THESE DRAWINGS. THICKEN EDGES AT MANHOLES AND SLAB ENDS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S
<br /> . BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, 'jj
<br /> FIELD REPRESENTATIVE.
<br /> z 3. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 2 1/2 9
<br /> 3 1/2, WITH A MAXIMUM 7 DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. O
<br /> 1/2 GALLONS OF WATER PER SACK. ADD 1 .0 TO 1 .5 LB STEALTH FIBER REINFORCING PER CU. TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST lor YD. CONCRETE. COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR
<br /> PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING
<br /> 1 3 4 4. REINFORCING STEEL - SUMP CAGES AT ALL OPENINGS SHALL BE #4 REBAR. 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 INTO TANK. ARCS
<br /> 42" DIA. FILL & SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). O CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE /V'
<br /> g VAPOR VAPOR
<br /> RECOVERY SUMP
<br /> o (TYP ) CORNERS WHERE MEETING CONCRETE. SP WEST COAST PRODUCTS,LLC
<br /> SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND
<br /> w
<br /> n Og ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED
<br /> m
<br /> BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL NOTES: LOCATION SIGN-OFF SHALL BE DOCUMENTED. /�
<br /> A
<br /> o ALL MANHOLE ACCESS COVERS �� -A
<br /> z OPENINGS IN SLAB TO HAVE 1-1/2" TO BELOW GRADE SHALL BE
<br /> CROWN LIQUID TIGHT AND LOCKABLE 7" MIN FIBER
<br /> SLAB. SEE
<br /> FIBER REINFORCED
<br /> w CONCR
<br /> TANK PAD SHALL EXTEND A MINIMUM (TYP.)
<br /> 2'-0" BEYOND OUTSIDE WALLS OF SPECIFICATIONS ABOVE.
<br /> On TANKS, AND MUST COVER THE ENTIRE CONCRETE SLAB DESIGN
<br /> cn
<br /> FOOTPRINT OF THE TANKS. IN ORDER A.C. PAVING n
<br /> 4,000 P.S.I. @ 28 DAYS
<br /> TO PROVIDE FOR PROPER TANK HOLD THICKENED 18" 18" 18" 1,' W
<br /> z I DOWN, AND TO PREVENT ACCIDENTAL CONCRETE EDGE (�P ALL) (TYP ) (�P ) 1-1/2" 18" 2O s
<br /> (TYP. ALL) (TYP.) (IYP.) Cz 5
<br /> I- DRILLING INTO TANK. A.C.
<br /> o N� ENGEN
<br /> —I CHAMFER SLAB CORNERS WHERE " '. ,., n ., �, • * " , _ ,-. w w PAVING
<br /> .. z ?
<br /> w MEETING ASPHALT PAVING ONLY. ¢ 4 4
<br /> a
<br /> SQUARE CORNERS WHERE MEETING w w
<br /> o CONCRETE. .,o° 18215 72ND AVENUE SOUTH
<br /> KENT, WA 98032
<br /> PEA-GRAVEL
<br /> (425)251-6222
<br /> 3" PREVENT LOAD TRANSFER , ; (425)251-8782 FAX
<br /> MIN. TO PREVENT ��° 3" PEA-GRAVEL MIN. TO �
<br /> LOAD TRANSFER
<br /> TO TANK TOP CIVIL TO TANK TOP O
<br /> SURVEYING,GINEERING, LAND PLANNING,
<br /> #4 AROUND ALL ING, ENVIRONMENTAL SERVICES
<br /> CL
<br /> _uL PENETRATIONS NO, DATE REVISION DESCRIPTION
<br /> i 9-6-16 PERMIT SUBMITTAL
<br /> O N � NOTE: NOTE: 3 4
<br /> ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" 2 12-14-16 PERMIT RESUBMITTAL
<br /> CONTRACTOR IS REQUIRED TO THICKEN CONCRETE SLAB AT TANK FILL AND TURBINE
<br /> _ CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION 3 1-31-17 PERMIT RESUBMITTAL
<br /> A THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481 REQUIREMENTS. NOTE 4 8-16-17 CONSTRUCTION RELEASE
<br /> - ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE THAT THE THICKNESS MAY VARY BETWEEN THE FILL AND TURBINE SUMPS AND IS ALSO
<br /> 1 '-0" CHAMFER 7" MIN. FIBER REINFORCED PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB DEPENDENT UPON EXISTING SITE CONDITIONS. CONTRACTOR WILL BE REQUIRED TO 5 11-14-17 REV. FOR CONSTRUCTION
<br /> (TYP.) O CONCRETE SLAB. SEE AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT Q
<br /> SPECIFICATIONS AT RIGHT. MET AS DETERMINED BY THE GOVERNING JURISDICTION. 6
<br /> TYPICAL TANK SLAB REINFORCING CONCRETE SLAB DESIGN SLAB SECTION AT TANKS
<br /> NOT TO SCALE 4,000 P.S.I. @ 28 DAYS \ f SCALE: 1/2" —
<br /> a
<br /> JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY 3/8" EXPANSION JOINT Q --
<br /> 1
<br /> WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 1/4" RADIUS TOOL EDGE 02
<br /> — 3/8" EXPANSION JOINT PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX"
<br /> OR EQUAL. 1-1/2" DEEP INSTALL EXPANSION BOARD SEAL:
<br /> PRODUCT SYMBOLOGY � 1/4" RADIUS TOOL EDGE _ _ CAP SEAL (TYPICAL) eR ESS N
<br /> INSTALL EXPANSION BOARD WESTEC ENVIROSTOP TPE-R" q!�
<br /> JOINT SEALANT INSTALLATION IN PAVEMENT a o OR EQUAL ��� yc
<br /> SHALL COMPLY WITH ASTM C 920 TYPE M, CAP SEAL (TYPICAL) z ° a o
<br /> GRADE P, CLASS 25 PETROLEUM RESISTANT "WESTEC ENVIROSTOP TPE-R" `�� HAL P. GRUBB
<br /> OPTION: OR EQUAL �j ° 3/8" EXPANSION JOINT
<br /> PAINT API PRODUCT SEALANT. USE "SEALTIGHT GARDOX" OR MATERIAL SHALL COMPLY WITH 6 A
<br /> CODE COLOR ON LID EQUAL. 1-1/2" DEEP ° a � w ASTM D1751. JOINT FILLER
<br /> 3/8° EXPANSION JOINT a a b CAST IN PLACE
<br /> SLAB ACCESS BOX � MATERIAL SHALL COMPLY WITH
<br /> q ASTM D1751. JOINT FILLER ° °
<br /> SHOWN WITHOUT LID _ I ID COLLAR CAST IN PLACE qTF CIV 1 ` N
<br /> ° „7 NEW FIBER REINFORCED Op CALF N� 1
<br /> CONCRETE NEW FIBER REINFORCED
<br /> a PER SPECIFICATIONS CONCRETE
<br /> EXPANSION CONSTRUCTION JOINT AT DISPENSER ISLAND (TYPICAL). NEW FIBER REINFORCED
<br /> PER SPECIFICATIONS
<br /> NCRETE
<br /> TEXT SYMBOL COLORS NOT TO SCALE PER SPECIFICATIONS EXPANSION CONSTRUCTION JOINT AT NEW PAVEMENT (TYPICAL).
<br /> 7
<br /> NOT TO SCALE X
<br /> PREMIUM UNLEADED WHITE CROSS ON RED CIRCLE
<br /> GASOLINE JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY 3/8" JOINT
<br /> 6" ACCESS PORT WITH ASTM C 920 TYPE M, GRADE P, CLASS 25
<br /> PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" 1/4" RADIUS TOOL EDGE
<br /> MID—GRADE UNLEADED FILL PORT OR EQUAL. 1-1/2" DEEP
<br /> GASOLINE WHITE CROSS ON BLUE CIRCLE STAGE I VAPOR DEVELOPMENT INFORMATION:
<br /> NEW PAVEMENT ErING PAVEMENT INSTALL EXPANSION BOARD m
<br /> RECOVERY — __,--__ CAP SEAL (TYPICAL) ARCO NTI
<br /> - -
<br /> N _
<br /> _-- o
<br /> REGULAR UNLEADED z ° i RE EQUAL MODIFIED TPE-R" MODIFIED a
<br /> GASOLINE LACK CROSS ON WHITE CIRCLE " ( _
<br /> a CK O r ° A 3/8" EXPANSION JOINT 3000 am/pm
<br /> AREA TO ¢
<br /> Of MATERIAL SHALL COMPLY WITH W/ 26 x65 CAR WASH Q
<br /> AUTO THIS GREY R BLACK REMAIN � ASTM D1751. JOINT FILLER FUEL CANOPY W/ 8 MPD'S
<br /> DIESEL , YELLOW HEXAGON CAST IN PLACE LO
<br /> -
<br /> - —�
<br /> ° ° DRILL EXISTING CONCRETE SITE ADDRESS: co
<br /> • FOR DOWEL PLACEMENT TRINITY PARKWAY N
<br /> VAPOR RECOVERY ORANGE CIRCLE 4 4"x4" HIGHWAY 3/4" DIA. X 18" L. GREASED STEEL
<br /> STAGE I VAPOR RECOVERY REFLECTOR MARKER DOWEL @ 18" O.C. @SCOTT CREEK DRIVE
<br /> FILL PORT FOR PRODUCT STOCKTON,CA
<br /> IDENTIFICATION. E
<br /> OBSERVATION WELL ® COLORED PER API EXISTING PAVEMENT (TYPICAL) FACILITY # TBD
<br /> BLACK TRIANGLE ON WHITE FIELD STANDARDS. EPDXY EXPANSION JOINT AT NEW AND Eo
<br /> MOUNTED INSTALLED NOT TO SCALE
<br /> BY CONTRACTOR DESIGNED BY:
<br /> ALLIANCE Z&DM:
<br /> JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY - - -- - - - -- a
<br /> F: API 1637 - PRODUCT SYMBOLS � CNECKB)DY: DP REPM: a
<br /> (�_/ WITH ASTM C 920 TYPE M, GRADE P, CLASS 25
<br /> PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" DRAWN BY: ALLIANCE PM:
<br /> OR EQUAL. 2" DEEP SAWED JOINT 1/4" X 2" DEPTH WITH
<br /> NOTE: THE ABOVE SYMBOLS REPRESENT INDUSTRY FLARED EDGE EASER VERSION. PRO.ECTNO
<br /> GUIDELINES FOR PRODUCT IDENTIFICATION. CONSULT 1 16700 0
<br /> LOCAL DISTRIBUTION MANAGER FOR LOCAL METHOD
<br /> d - DRAVANG TITLE:
<br /> OF PRODUCT IDENTIFICATION TO BE USED. �� THIS AREA TO N TANK SLAB CONCRETE SPECIFICATIONS
<br /> REMAIN GREY OR WHITE m z m!ia ° 4 Y
<br /> 8" ACCESS PORT TO BE } ° a 4 &IDENTIFICATION MARKING DETAILS
<br /> ORIENTATED TO THE SAME SIDE w a11
<br /> o
<br /> AS TANK LEVEL GAUGE E
<br /> ° 4 o
<br /> ° <7 s
<br /> API STANDARD COLORS a Z� ° SHEET NO:
<br /> a a ° 4 E
<br /> UNLEADED PREMIUM - RED a 4 0
<br /> REGULAR UNLEADED - WHITE
<br /> STANDARD API COLOR AND IDENTIFICATION SYMBOLS ACCESS COVER IDENTIFICATION --
<br /> UNLEADED PLUS - BLUE
<br /> TWO POINT FILL R5,127
<br /> AUTO DIESEL - YELLOWSCALE: NONE SCALE: 1/2" = r-o" CONTROL JOINT (SAWED) CCD
<br /> D
<br /> NOT TO SCALE XX NOTE: INDICATES ITEMS FOUND ON
<br /> MATERIALS LIST SHEET M.5.3.01 & M.5.3.02
<br />
|