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OVERALL. TANK SLAB VARIES WITH
<br /> NUMBER AND DIAMETER OF TANK .._._.. ..e,_,_....�._..__..� ._... , .._. ....__.._._._ _...__._.. ...._. ,_ ..,..._._,__._.. ................. ... __.._...
<br /> CLIENT: _
<br /> 2' NOTES:
<br /> STI ti ION
<br /> TYP. bp
<br /> Tank Slab Concrete Specificaflons _.. __ _
<br /> _-...__-______,_.___,._-e..___
<br /> 1 SLOPE CONCRETE AWAY FROM ALL, MANHOLES 1" RISE OVER 12" RUN.
<br /> CL UNLESS OTHERWISE NOTED ON THESE DRAWINGS: FIBER REINFORCEMENT TO BE USED, PREMIX UNIFORMLY THROUGHOUT
<br /> _ UL.AR WEIGHT HARD ROCK CONCRETE. (150 LBS/CU FT) 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS
<br /> CONCRETE, CONCRETE STRENGTH ;h�Al_!_ ESE:: �„t�c)C) r�C>I fc AT �. DAYS,
<br /> 1. r . CONCRETE RF(3 _ , r
<br /> ka. CEMENT -_ TYPE: 1f II„ SULFATE RESISTANT AFTER PLACEMENT. HOWEVER THE MINIMUM DESIGN STRENGTH IS 2,500 PSI fc AT 28 DAYS.
<br /> ' „' DIA. TURBINE 1 � THIS LCCONCREI E INSPECTION O ICN IS A VOLUNTARY UPGRADE, TT EREFORE
<br /> .” _ c, AGGREGATES - ASTM C33F (MAXIMUM SIZE 3/4 INCHES` ECIAL R TESTING IS REQUIRED.
<br /> AND VENT/ STAGE 11 d, 28 DAY CONCRETE STRENGTH (f'c): 4,000 PSI - SLAB ......
<br /> _
<br /> 6, PLACE PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP REINFORCING k3AF�5 TO BE NO LESS
<br /> VAPOR RECOVERY MINIMUM DESIGN IS BASED ON 2,500 PSI. THIS IS A VOLUNTARY UPGRADE. THEREFORE NO CONCRETE UNLESS ,_SPECIAL INSPECTION, S TI-IAN 2" AND NO MORE THAN 4"'
<br /> SUMP (TYP,) SPECIAL INSPECTION OR TESTING IS REQUIRED. � ON, IN ACCORDANCE WITH CHAPTER FROM SURFACE.
<br /> O F THE IBC„ f,� PROVIDED.
<br /> e. SLUMP' _ "� 1" 4" MAXIMUM AT POINT OF PLACEMENT" __._...._..._.__._... _.
<br /> 4 REINFORCE
<br /> FOR CONCRETE
<br /> A TE: SLAB AROUND MANHOLES WITH 4 4. REBAR 60""
<br /> AWED CONTROL JOINTS --- - f. SHRINKAGE - 0,05% MAXIMUM 7� SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS„ LARGE MANHOLES 30" FOR SMALL. MANHOLES, PLACE
<br /> 0 ENTRAINED AIR RANGE 2 TO 4 TO OWNER'S ENGINEER AT' LEAST 7 DAYS BEFORE PLACING CONCRETE.
<br /> �® REBAR 6 FROM SIDES OF BOX.
<br /> CONTROL. JOINTS rC} .._._ _.. ...._ __._
<br /> USE PEA GfAVEI.. CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN
<br /> L(_ BE "TOOLED" WITP-1 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES UNLESS OTHERWISE NOTED F3. CONSOLIDATE CONCRETE IN PLACE l.1SINC� A ME C 5 �" & MAX OF /4" IN SIZE:, FREE OF CLAY, SLAG" CINDERS, OR DEBRIS.
<br /> CHANI.,AL_ VIBRATOR. AL.I._ SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S do OWNE=R'S
<br /> 3/6S RADIUS ON THESE DRAWINGS. THICKEN EDGES AT MANHOLES AND SLAB ENDS" FIELD REPRESENTATIVE,
<br /> CCTNCRE:TE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM 7 C3. BEFORE PLACING CONCRETE, SECURE: REINFORCING STEEL., ANCHOR BOLTS,
<br /> PREVENT TANK PAD MINIMUM 2'--O"" OFF OUTSIDE WALLS„ OF TANKS, AND MUST
<br /> .i 1/2 GALLONS OF WATER PER SACK. ADC} 1.0 TO 1.5 LB STEALTH FIBER REINFORCING PER CU. DOWEL., AND OTHER INSERTS IN POSITION TO PREVENT MOVE MENlm, 6
<br /> FOOTPRINT' OF THE TANKS, REQUIRED TO PROVIDE FC}R
<br /> YD. CONCRETE, COVER THE PROPER TANK HOLD [.SOWN, AND TO PREVENT ACCIDENTAL. DRILLING
<br /> W 10, MATERIALS AND WORKMANSHIP SHALL, CONFORM TO A,CJ, -- 318 INTO TANK.
<br /> " REINFORCING STEEL. SUMP CAGES AT ALL OPENINGS SHALL BE 4 REBAR. (SPECIFICATIONS OF" THE DESIGN AND PLACEMENT OF CONCRETE),
<br /> VAP' DIA. FILL CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. aQUAREARCO�
<br /> � �- -__--VAPOR VAPOR 1 3 � ._- � .__�.__...
<br /> RECOVERY SUMP' CORNERS WHERE MEETING (CONCRETE.
<br /> _ __._______,_ _„____ __.._____.._, _ ___ ,____._,_ __,._,___.... __._ _____.____.._.... T U.
<br /> 0 (TYPO SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT AND
<br /> 0 a ORIENTATION” FINAL SITE SPECIFIC: 'TANK LAYOUTS SHALL BE APPROVED
<br /> BY THE LOCAL. DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL
<br /> LOCATION SIGN--OFF SHALL BE DOCUMENTED,
<br /> TO BELOW GRADE SHALL_NOTES:
<br /> AI_I-_ MANHOLE ACCESS COVEBERS --_.
<br /> T OPENINGS IN SLAB T --
<br /> O HAVE 11 /2„' LIQUID TIGHT AND LOCKABLE, 7” MIN. FIBER REINFORCED
<br /> CROWN
<br /> TANK PAD SHALL EXTEND A MINIMUM (1YP •)
<br /> CONCRETE SLAB. SEE
<br /> SPECIFICATIONS ABOVE, _ M
<br /> 2'--0"° BEYOND OUTSIDE WALLS OF CONCRETE SLAB DESIGN
<br /> TANKS„ AND 01T COVER THE ENTIRE 4,000 P"S"I. C 28 DAYS „ m
<br /> FOOTPRINT OF 7THE TANKS, IN ORDER -A.C. PAVING -_-1. 1/2" 18," 18"
<br /> � - THICKENED - � 1_-1/2" I 18" 18 ) I20
<br /> TO PROVIDE FOR PROPER TANK FiOi.._D (1YP,) _--
<br /> DC)WN, AND TO PREVENT ACCIDENTAL CONCRETE EDGE (-TYP, ALL} ('IYP='") (TYP. ALC_,) (TYP,) (TYP.
<br /> ,..._
<br /> DRILLING INTO TANK.
<br /> Ims
<br /> PAVINGENGO
<br /> Cf TAMPER SLAB CORNERS WHERE -
<br /> " ;�
<br /> r
<br /> MEETING ASPHALT PAVING ONLY, �- _ __- � � .� -
<br /> __.__
<br /> _,.
<br /> 4 hr w
<br /> _ •--° 5215 72ND AV
<br /> E
<br /> N
<br /> UESOUTH> SQUARE CORNERS WHERE MEETINGCy
<br /> co
<br /> KENT, WA 98032
<br /> 0 CONCRETE. Q�_ eoe71",�7� °
<br /> 3" PEA-GRAVEL3
<br /> PEA-GRAVEL. MIN. TO
<br /> (425)251-
<br /> .6222
<br /> P
<br /> MIN. -TO PREVENT PREVENT LOAD TRANSFER (425)251-8782 FAX
<br /> LOAD TRANSFER TO TANK -TOP 5
<br /> TO TANK TOP CIVIL_ ENGINEERING, I.-AND PLANNING,
<br /> SURVE-YING„ ENVIRONMENTAL. SERVICES
<br /> AROUND ALL _
<br /> PENETRATIONS NODATE REVISION DE CRIP'nON
<br /> 25/16 Ptm F?m comm
<br /> __ _._
<br /> 6 NOTE:: NOTE: 3 � EVS
<br /> ,2�
<br /> P 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
<br /> 7�a/ �i ActNc�/r�u�Nnsa s
<br /> .._,�._ �.. . �_...�..... .. .. ... .. _ ., - �o/z7,�7s AGENCY Revs
<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 /> A
<br /> THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM
<br /> OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB--2481 REQUIREMENTS, NOTE
<br /> _ TTHAT TriE THICKNESS MAY VARY BETWEEN TETE FILL AND TURBINE SUMPS AND I S ALSO
<br /> - -- ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL, BE -
<br /> DRIVE SLAB AT OWN EXPENSE IF THIS DE
<br /> BE REQUIRED T
<br /> CONTRACTOR WILL T._ O REINSTALL ENTIRE DRIVE SLAB DEPENDENT UPON EXISTING SITE CONDITIONS, CONTRACTOR WILL BE. REQUIRED TO
<br /> 1 '--O" CHAMFER - - __.._.._.__ REQUIREMENT IS NOT MEI. L_. ENTIRE DRIVE REQUIREMENT IS NOT
<br /> (1�,P-�.) 7 MIN. FIBER REINFORCED PAID
<br /> CONCRETE SLAB. RREINSTALL.
<br /> BY THE GOVERNING JURISDICTION,
<br /> 7 SPECIFICATIONS AT RI AT OWN EXPENSE IF THIS DESIGN MET AS D
<br /> RIGHT. -w�
<br /> AA
<br /> TYPr. L ._,_... _._ CONCRETE SLAB DESIGN '°�^�°
<br /> --
<br /> REINFORCING-. .._._,_ 4,DOC} F'.S.f. C� 2.8 DAYS
<br /> NOT TO SCALE SCALE: 1/2" =- V0"
<br /> ELECTRICAL CONDUIT
<br /> WITH "VI.1L_KEM 116" OR .._-- ,d2"" EXPANSION JOINT
<br /> POUR CONCRETE WITHIN - OTHP=R SUITABLE: KEM HYDROCARBON
<br /> JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY 1
<br /> --- ?? .
<br /> THE. ELECTRICAL. OFFSET RESISTANT CAULK WITH ASTM C 920 'TYPE. M, GRADE P, CLASS 25 RA
<br /> _. -- 1/4" DIUS TOOL EDGE is
<br /> OPENING STEEL FRAME a `� " , .[mTIGL-4T C:`ARPJOX'" ,�°°'°'� _
<br /> _ PETROLEUM RESISTANT ,SEALANT. USE SEA � ,EAS:
<br /> BETWEEN DISPENSER ° ---_-W._-�..----_C")ISPENSER OR EQUAL. 1/2 DEEP � � INSTALL_ "SNAP CAP" OR � � �S f�
<br /> AW ___.._..,.,..,-_......,.,
<br /> ' SUMP, SEAT_ WHERE
<br /> CONCRETE OR CONDUIT _ ___.^.__ _..-._ - °'._w__._. EQUAL, REMOVE AFTER
<br /> �� H�.___......-__.._._._ �, HAS CUR N D ~
<br /> MEET STEEL, SEAL THE - �mmMDISPENSET� � �" c"
<br /> CONCRETE EEC A �� / l
<br /> _- ° '_ i�I ......._ � �._. ._.�._.__� '� .� � FILL_ JOINT WITH SEALANT C �.
<br /> L)ANDTHE OWNSIDE OF
<br /> CONDUIT AREA E- BASF MOUNT _ __ . -..__1/2 EXPANSION JOINT CHRIS w Ti BA ..�
<br /> -ION.OPI
<br /> WITH NULKEM 116" , """ > MATERIAL_ SHALL COMPLY WITH _x S4 f "
<br /> PAINT API PRODUC T _ - ASTM D1751, JOINT FILLER
<br /> CODE C(.�I.....` R ON LIDSLOPE rONC;RETE- � _ 1/2" EXPANSION JOINT i - � CAST IN PLACEUDC FRAME---
<br /> I AE ACCESS 130X -------
<br /> .
<br /> 30 —__- ---
<br /> / �" ` O Y r'''`te /
<br /> -10UT LID1 -. 1/4" RADIl1S TOOL EDGE _ ._,.__-__. ._ _,__.. _ _ _._._ ..w___.mm. ... �____..__ ..-...__...... _. _...
<br /> -�` �.w I I D C O L EA R
<br /> ^ JOINT SEALANT INSTALLATION IN PAVEMENT SHAL...L COMPLY - INS�T-ALT._ "SNAP CAP"" OR NEW FIBER REINFORCED `--_NEW FIBER REINFORCED " - - - "
<br /> "` '` EQUAL_ REMOVE AFTER CONCRETE
<br /> WITH ASTM C� 920 TYPE MF GRADE P, CLASS 25 ''`��..., _ PER CONCRETE___._ CONCRETE HAS CUREED AND
<br /> PER SPECIFICATIONS SPECIFICATIONS
<br /> PETROLEUM RESISTANT_ SEALANT. USE "SEALTIGf-ET GARDC7X" ., , �-.__._--_, -_ _.
<br /> �..� Flf._L �.IOINT WITH SE�L..AN r
<br /> OR EQUAL. 1/2" DEEP 31 16
<br /> TEXT IJOINT
<br /> Y E (J .. C( EC) 1/2 " E'.X PAN S I O N JOINT �._.. _... _ __..._ I _._ . PAVEMENT (TYPICAL).
<br /> .�-.. �
<br /> COMPLY SI-RAIL_ NOT TO SCAI_Em
<br /> µ MATERIAL P L_Y WITH ASTM
<br /> PREMIUM UNLEADED 4 D1151 . JOINT FILLER
<br /> NI-11 CROSS ON RED CIRCLE 4 CAST IN PLACE JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY --- 1/2'" JOINT
<br /> GASOLINE WITH ASTM C 920 TYPE M, GRADE P, CLASS 25
<br /> > '
<br /> _-_ DISPENSER
<br /> PEROLEUM RESISTANT SEALANT, USE "SEAL
<br /> TIC<��r GAR
<br /> DOX>
<br /> � '1/4 RADIUS
<br /> TOOL EDGE UNLEADED _------__.-----._._ OR EQUAL.. 1/2 ' DEEP
<br /> M
<br /> ,Cc �ENr_
<br /> sNtcRMA17cNEXPANSIONI I � I � I p NEW FIBERREINFORCED E
<br /> CONCRETE WHITE CROSS ON BLUE CIRCLE NOTTO SCALE NEW PAVEMENT' EXISTING PAVEMENT INSTAL__ 'SNAP CAPEOR
<br /> __ EQUAL, REMOVE AFTER�E HAS CJREECAND ACCESS PORT CONCRv
<br /> REGULAR UNLEADED PILIJOINT WITH SEALANTFILL 'ORT 3000 am/pm
<br /> :
<br /> _ _...-
<br /> � � � __w_... __
<br /> GASOLINE FUEL CANOPY
<br /> STAGE I VAPOR _, ca _��.,�, _ � . � / _-. _
<br /> _ __1 2" EXPANSION JOINT
<br /> mm, .'j
<br /> RECOVERY - - MATERIAL_ SHALL. COMPLY WITH
<br /> ,�UTC� _ - _ "'`�.,, �f�, ASTM D1751 , JOINT FILLER
<br /> _._--
<br /> CAST IN PLACE
<br /> DIESEL YELLOW HEXAGON
<br /> Ly - �-
<br /> � >
<br /> 7 .
<br /> SITE ADDRESS:DRILL EXISTING CONCRETE
<br /> THIS AREA TO REMAIN FOR DOWELPLACEMENT
<br /> ESCALON AVENUE
<br /> VAPOR REC OVERYRAN C.a E CIRCLE GRE`( OR WHITE_�_ 3/4" DIA. X 18" L. CREASED OR is H~1
<br /> �
<br /> COATED STEEL DOWEL @ 113" O.C. ESCALOR
<br /> A
<br /> ,f
<br /> EXPANSION JOINT AT NEW AND EXBTING PAVEMENT OYMCAL) FACIL17Y # TBD
<br /> OBSERVATION E C-_E BLACK K TES1ANGLE ON `WV N I ITME_ E.wl E G_.D �-_—_ " ....___._-- ��PA�4'® H IC�1-IWAY N(a.r -r0 SCALE .,.�.
<br /> STAGE I VAPOR RECOVERY — REFLECTOR MARKER DESIGNED BY: AWANr�: Z&DW
<br /> „ _
<br /> � ,�i_��-• FOR PRODUCT m .., .� �,.
<br /> PILI_. PORT --_-
<br /> IDENTIFICATION. JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY - este 13v BP REM
<br /> ° ISI 1637 G E� , WITH ASTM C 920 TYPE M GRADE P, IAS 25 � _-_. _____ __. _,__v
<br /> "� COLORED PER AFI _ P CLASS�' Lf�A �r: �I.�aNe
<br /> STANDARDS. EPDXY PETROLEUM RESISTANT SEALANT. USE. "'SEALTIGHT GARDOX"" SAWED JOINT 1/4"" X 2"' DEPTH � AL
<br /> MOUNTED INSTALLED OR EQUAL, 2 DEEP WITH FLARE EDGE EASER
<br /> N01-E; THE ABOVE SYMBOLS REPRESENT INDUSTRY BY (,ON"rRACrC?FR ���N. V-12 0 a
<br /> 17223
<br /> i _ _ _._
<br /> GUIDELINES FOR E E� D�J C���� IDENTIFICATION. (�C�N`��...a I._.T � � �RA�N� �,��: ... .... .._
<br /> 12/14/265
<br /> m
<br /> LOCAL DISTRIBUTION MANAGER E"C�E� I._C.�C�A�_ METHOD ,4, -� `� <, TNKSLASCCNCRIaTFSPFC►FIAT
<br /> SPECIFICATIONS
<br /> CSE PRODUCT T IEE_NTIE ICT9CN TO BE USED,
<br /> w
<br /> --- THIS AREA TO REMAIN � `1 a IDENTIFICArm MARKING DETAILS
<br /> GREY OR WHITE Ly
<br /> M
<br /> ACCESS PORT -r0 C-3E. Lid
<br /> <' �
<br /> ORIENTATED TO THE SAME SIDE CL
<br /> AS TANK LEVEL GAUGE 41HEFT NO
<br /> <r
<br /> <7 '.1 4
<br /> API STANDARD COLORS g7
<br /> ACCESS COVER I I UNLEADED PREMIUM --- RED
<br /> REGULAR UNLEADED --- WHITE
<br /> I I I POINTI .. UNLEADED PLUS BLUE
<br /> SCALE: NONE Mo5113i,23
<br /> 1 2" _ 1>__O>„ AUTO DIESEL -- YELLOW " I �.__ ..
<br /> C�( r INDICATES ITEMS FOUND ON
<br /> NOT TO SCALE MATERIALS LIST SHEET M.5.3,01 & M.5.3.02
<br />
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