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OVERALL TANK SLAB VARIES WITH CLIENT:
<br /> NUMBER AND DIAMETER OF TANKS 4. NOTES. UST HSTALLATO
<br /> ,
<br /> 2
<br /> T2' Tank S0ab Concrete Specifications bp
<br /> _ SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br /> UNLESS OTHERWISE NOTED ON THESE DRAWINGS: FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT%
<br /> 6 O N ° 1. a. CONCRETE — REGULAR WEIGHT HARD ROCK CONCRETE 150 LBS CU FT 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS CONCRETE. CONCRETE STRENGTH SHALL BE 4,000 PSI fc AT 28 DAYS, .
<br /> ( / ) AFTER PLACEMENT. HOWEVER THE MINIMUM DESIGN STRENGTH IS 2,500 PSI fc AT 28 DAYS.
<br /> b. CEMENT — TYPE 1/11, SULFATE RESISTANT THIS CONCRETE SPECIFICATION IS A VOLUNTARY UPGRADE, THEREFORE
<br /> 48" DIA. TURBINE 1 3 4 c. AGGREGATES — ASTM C33, (MAXIMUM SIZE 3/4 INCHES) NO SPECIAL INSPECTION OR TESTING IS REQUIRED.
<br /> AND VENT/ STAGE II d. 28 DAY CONCRETE STRENGTH (f'c): 4,000 PSI — SLAB 6• PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4"
<br /> VAPOR RECOVERY MINIMUM DESIGN IS BASED ON 2,500 PSI. THIS IS A VOLUNTARY UPGRADE. THEREFORE NO CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER O FROM SURFACE.
<br /> SUMP (TYP.) SPECIAL INSPECTION OR TESTING IS REQUIRED. 3 OF THE IBC, IS PROVIDED.
<br /> e. SLUMP — 3"+ 14" MAXIMUM AT POINT OF PLACEMENT REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) 4 REBAR 60"
<br /> " — SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, q. IN LENGTH FOR LARGE MANHOLES 30" FOR SMALL MANHOLES. PLACE
<br /> f. SHRINKAGE — 0.05% MAXIMUM 7• "
<br /> SAWED CONTROL JOINTS TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. REBAR 6 FROM SIDES OF BOX.
<br /> g. ENTRAINED AIR RANGE — 2% TO 4% USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN
<br /> CONTROL JOINTS TO OY" & MAX OF -Y," IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS.
<br /> L-I BE "TOOLED" WITH 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES UNLESS OTHERWISE NOTED 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S
<br /> 3/8" RADIUS ON THESE DRAWINGS. THICKEN EDGES AT MANHOLES AND SLAB ENDS. FIELD REPRESENTATIVE.
<br /> 9. BEFORE PLACING CONCRETE SECURE REINFORCING STEEL ANCHOR BOLTS
<br /> Y 3. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM 7 DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. 9 6 TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST „m
<br /> z 1/2 GALLONS OF WATER PER SACK. ADD 1.0 TO 1.5 LB STEALTH FIBER REINFORCING PER CU. COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR
<br /> YD. CONCRETE. PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING
<br /> 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. — 318 INTO TANK.
<br /> ARCO
<br /> u' 42” DIA. FILL & 4. REINFORCING STEEL — SUMP CAGES AT ALL OPENINGS SHALL BE #4 REBAR. (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). O CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE
<br /> 1 3 4 CORNERS WHERE MEETING CONCRETE.
<br /> VAPOR VAPOR 0?t` 00MIT FRm=LLC
<br /> g RECOVERY SUMP SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND
<br /> �(TYP.) g ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED
<br /> o
<br /> BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL
<br /> M LOCATION SIGN—OFF SHALL BE DOCUMENTED.
<br /> w
<br /> Q
<br /> m ALL MANHOLE ACCESS COVERS
<br /> NOTES: 7" MIN. FIBER REINFORCED
<br /> z CONCRETE SLAB. SEE
<br /> o_ OPENINGS IN SLAB TO HAVE 1-1/2" LI -
<br /> V) LI BELOW GRADE SHALL
<br /> TIGHT AND LOCKABLE CROWN (TYP,) SPECIFICATIONS ABOVE.
<br /> TANK"PAD SHALL EXTEND A MINIMUM CONCRETE SLAB DESIGN
<br /> 0
<br /> 2'-0" BEYOND OUTSIDE WALLS OF 4,000 P.S.I. ® 28 DAYS ®
<br /> m TANKS, AND MUST COVER THE ENTIRE A.C. PAVING 18" 18" 18" 18" 2
<br /> FOOTPRINT OF THE TANKS. IN ORDER THICKENED 1-1/2 1-1/2" O ��
<br /> DOWN,TO OAND TO PREVENT ACCIDENTALVIDE FOR PROPER TANK (TYP. ALL) (TYP.) (TYP•) (TYP. ALL) (TYP•) (NP') A.C. z�4�
<br /> CONCRETE EDGE
<br /> DRILLING INTO TANK. o Vo— PAVING ��©�
<br /> CHAMFER SLOB CORNERS WHERE < � a d ° " V a a � . ,:p .
<br /> MEETING ASPHALT PAVING ONLY. KENT, W
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<br /> 18215 72ND AVENUE SOUTH
<br /> SQUARE CORNERS WHERE MEETING Q �g �$e�o ���o�g $p �o°°<g: ae� °' °°°°°
<br /> > CONCRETE. °° — — — — as PEA—GRAVEL oa ` (425)2511-62222
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<br /> �$ 3 PEA—GRAVEL MIN. TO
<br /> MIN. TO PREVENT PREVENT LOAD TRANSFER (425)251-8782 FAX
<br /> LOAD TRANSFER TO TANK TOP
<br /> CML ENGINEERING, LAND PLANNING,
<br /> TO TANK TOP
<br /> �4 AROUND ALL SURVEYING, ENVIRONMENTAL SERVICES
<br /> PENETRATIONS NO. DATE REVISION DESCRIPTION
<br /> IV
<br /> i
<br /> J NOTE: NOTE: z
<br /> ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CONTRACTOR IS REQUIRED TO THICKEN CONCRETE SLAB AT TANK FILL AND TURBINE a
<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
<br /> 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 A
<br /> A ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE THAT THE THICKNESS MAY VARY BETWEEN THE FILL AND TURBINE SUMPS AND IS ALSO
<br /> _ PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB DEPENDENT UPON EXISTING SITE CONDITIONS. CONTRACTOR WILL BE REQUIRED TO
<br /> s
<br /> 1'-0" CHAMFER REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT 7" MIN. FIBER REINFORCED AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET.
<br /> (TYP.) CONCRETE SLAB. SEE MET AS DETERMINED BY THE GOVERNING JURISDICTION.
<br /> O Q
<br /> SPECIFICATIONS AT RIGHT.
<br /> TYPICALTANK SLAB ��� ��� CONCRETE SLAB DESIGN *1 B SE�T�Od 9 � TANKS A
<br /> NOT TO SCALE 4,000 P.S.I. ® 28 DAYS SCALE: 1/2" - 1'—O" Q
<br /> A
<br /> ELECTRICAL CONDUIT CAULK WITH "VULKEM 116" OR 1/2" EXPANSION JOINT AJOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY
<br /> POUR CONCRETE WITHIN OTHER SUITABLE HYDROCARBON WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 1/4" RADIUS TOOL EDGE
<br /> THE ELECTRICAL OFFSET RESISTANT CAULK PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" SEAL:
<br /> OPENING STEEL FRAME
<br /> BETWEEN DISPENSER DISPENSER OR EQUAL. 1/2" DEEP INSTALL "SNAP CAP" OR QR®FESS/ R�� �l
<br /> SUMP, SEAL WHERE EQUAL, REMOVE AFTER �® M re
<br /> PRODUCT ®N,�
<br /> SYMBOLOGY CONCRETE OR CONDUIT p o FILL JOINT WITH SEALANTCONCRETE HAS CUREED 5
<br /> MEET STEEL. SEAL THE DISPENSER p_
<br /> DOWNSIDE OF THE SLOPE }: BASE MOUNT g A o ° 1/2" EXPANSION JOINT cD
<br /> La
<br /> AND THE CONDUIT AREA — w MATERIAL SHALL COMPLY WITH 1
<br /> OPTION: WITH "VULKEM 116" Q � ASTM D1751. JOINT FILLER
<br /> PAINT API PRODUCT SLOPE CONCRETE > �' a CAST IN PLACE
<br /> CODE COLOR ON LID 1/2" EXPANSION JOINT
<br /> UDC FRAME
<br /> SLAB ACCESS BOX 1/4" RADIUS TOOL EDGE / V i F
<br /> _ _ OF' c��`
<br /> SHOWN WITHOUT LID I ID COLLAR INSTALL "SNAP CAP" OR NEW FIBER REINFORCED NEW FIBER REINFORCED
<br /> JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLYCONCRETE CONCRETE
<br /> WITH ASTM C 920 TYPE M GRADE P, CLASS 25 CONCRETE HAS CUREED EQUAL, REMOVE AFTER AND PER SPECIFICATIONS PER SPECIFICATIONS
<br /> PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" FILL JOINT WITH SEALANT
<br /> OR EQUAL. 1/2" DEEP a EXPANSION CONSTRUPMONAT CAL).
<br /> TEXT SYMBOL COLORS a 1/2" EXPANSION JOINT
<br /> p Q MATERIAL SHALL NOT TO SCALE
<br /> COMPLY WITH ASTM
<br /> D1751. JOINT FILLER
<br /> PREMIUM UNLEADED ° , CAST IN PLACE JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY 1/2" JOINT
<br /> GASOLINE WHITE CROSS ON RED CIRCLE 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 EXPANSION CONSTRUO'dON JOINT AT DISPENSER ISLAND �`YPICAp NEW FIBER REINFORCED OR EQUAL. 1/2" DEEP INSTALL "SNAP CAP" OR DEVELOPMENT INFORMATION:
<br /> 10 L). CONCRETE NEW PAVEMENT EXISTING PAVEMENT-�---- EQUAL, REMOVE AFTER ARCO
<br /> GASOLINE WHITE CROSS ON BLUE CIRCLE NOT TO SCALE - - ---------- -
<br /> CONCRETE HAS CUREED AND
<br /> o 6" ACCESS PORT a FILL JOINT WITH SEALANT 30000 am/pm
<br /> REGULAR UNLEADED FILL PORT a FUEL CANOPY
<br /> LACK CROSS ON WHITE CIRCLE STAGE I VAPOR wO_ , p 1/2" EXPANSION JOINT ��9�
<br /> GASOLINE RECOVERY d MATERIAL SHALL COMPLY WITH
<br /> >w 4 ASTM D1751. JOINT FILLER
<br /> °- a' a CAST IN PLACE
<br /> AUTO ° a
<br /> DIESEL YELLOW HEXAGON 10o ( o A DRILL EXISTING CONCRETE SITE ADDRESS:
<br /> FOR DOWEL PLACEMENT E ALON A
<br /> THIS AREA TO REMAIN °
<br /> VAPOR RECOVERY YMUE
<br /> GREY OR WHITE 3/4" DIA. X 18" L. GREASED OR °K AYtO
<br /> ORANGE CIRCLE COATED STEEL DOWEL ® 18" O.C. ESUL011 CA
<br /> EXPANSION JOINT AT NEYN AND EYIS'nNQ PAVEMENT TICAL) FAOIlL TBD
<br /> OBSERVATION WELL BLACK TRIANGLE ON WHITE FIELD 4 4"x4" HIGHWAY NOT TO SCALE DESIGNED BY: AWANCE Z&DM:
<br /> STAGE I VAPOR RECOVERY REFLECTOR MARKER AL
<br /> FILL PORT FOR PRODUCT JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY (NECKED BY: OV BP REPM:
<br /> IDENTIFICATION. WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 DRAW BY: AWANCE PM:
<br /> REF: API 1637 - PRODUCT SYMBOLS COLORED PER API PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" SAWED JOINT 1 4" X 2" DEPTH AL
<br /> STANDARDS. EPDXY / SON: PROECT NO-
<br /> MOUNTED
<br /> aMOUNTED INSTALLED OR EQUAL. 2" DEEP WITH FLARED EDGE EASER V-12.0
<br /> BY CONTRACTOR 12/14/2015 17223
<br /> NOTE: THE ABOVE SYMBOLS REPRESENT INDUSTRY a
<br /> DRAWING TITLE:
<br /> GUIDELINES FOR PRODUCT IDENTIFICATION. CONSULT
<br /> LOCAL DISTRIBUTION MANAGER FOR LOCAL METHODz �' a a p a TANKSUBCONCRETE SPECIFICATIONS
<br /> OF PRODUCT IDENTIFICATION TO BE USED. THIS AREA TO REMAIN W p4. &IDENTIFICATION MARKING DETAILS
<br /> GREY OR WHITE p
<br /> 8" ACCESS PORT TO BE wa
<br /> ORIENTATED TO THE SAME SIDE 4 4a . p SHEET NO:
<br /> AS TANK LEVEL GAUGE p - a
<br /> p Q 4
<br /> p
<br /> API STANDARD COLORS a 4
<br /> UNLEADED PREMIUM — RED
<br /> ACCESS COVER DE"FICA-ON REGULAR UNLEADED — WHITE Mm5i,3o,23
<br /> STANDARD AM COLOR AND IDEM n 'M_fi H SYMBOLS STANDARD TWO POII�1V� FILL UNLEADED PLUS — BLUE
<br /> SCALE: NONE
<br /> SCALE: 1/2" = V-0" AUTO DIESEL — YELLOW CONTROL JOINT (SAWED) XX NOTE: INDICATES ITEMS FOUND ON
<br /> NOT TO SCALE MATERIALS LIST SHEET M.5.3.01 & M.5.3.02
<br />
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