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(0 PENINGS IN SLAB E.G HAVE 1 -- 112" CROWN)
<br /> _ 26`78" L -
<br /> I 5'-2" 1 3'._4" 5' -2" is
<br /> A 3' O" � ANTIULAR I ALI__ MANHOLE ACCESS COVF:fESC
<br /> �X�5
<br /> 16 .....__T %7-- , ACEI SPE.C:TION WIEL._I_. TO BELOW GRACE_ SHALL BE_
<br /> 4932
<br /> 1 K ., 5
<br /> (TYr
<br /> / MC7fdlIFC R /� LIQUID TIGHT AND LOCKABLE
<br /> - I VI1
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<br /> In I I � Iri ' � 11 Ia , Ii I { I ' I ' . cr_a ,�� y - .- SLAE3, 1 ---1/2" C'ONCRE Tk._ TANK( , ) ID)
<br /> 1€�" - 1 - 1/2" VJf 6XE>f4/4 WWM
<br /> (YE . AI_L. /_ / (TYP. AL L) 1.8.a / 1C3"
<br /> . . Ii (1 YF (11F ,) / (n,{_> ) '
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<br /> T . I , , I,, . . A.c. PAVING
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<br /> DIA. 11..1RBll'JE AND
<br /> �- �. ' MIN, �..
<br /> VENT/ `-JAGE II VAPOR
<br /> _ _
<br /> 1
<br /> /
<br /> 7 m
<br /> SUMP (IY[ .) -- - - -
<br /> , I
<br /> I I _OM
<br /> P BOTI
<br /> AI to
<br /> rN
<br /> TO
<br /> J
<br /> I I II 3
<br /> 7.. C-.
<br /> ,,.;�� '
<br /> AROUND AE.J_ PENETRATIONS (1YF�.)
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<br /> . ___
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<br /> 42
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<br /> 1
<br /> WAT : I
<br /> I I _... - �_ VAPOR ARE-COVERY SUM
<br /> I k_�;_- -a P NOTE:
<br /> (TY'I ) Ak_I_ MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1 -1/2" CROWN OF CONCRETE
<br /> A it . �+ E TO PREVENT WATER INTRUSION INTO -THE MANHOLE. THE OWNER'S E )INEER WILL BE REQUIRED
<br /> SLAB- TO SIGN OFF' ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE Qfo
<br /> T P S
<br /> PAID. CONTRACTOR WILL BE REQUIRED 10 REINSTA[..1._ ENTIRE DRIVE ._al_AE3 A, OWN EXPENSE IF R
<br /> I
<br /> �_ CDC
<br /> } �� I ' I ' THIS DE._SIGN REQUIREMENT IS NOT MET.
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<br /> -� - — C E
<br /> - EXPANSIIC)_N Typical Slab at Tanks
<br /> OL
<br /> I I _ 01
<br /> K � f
<br /> I f I
<br /> ; • Ii �. i
<br /> JOTITS
<br /> 70 CF - - - - — - - - — - - - -- -
<br /> L
<br /> ' i I f `. ,
<br /> "TOOLED," WITH
<br /> I I
<br /> 0
<br /> = = E , IIiTd lI I • j ?ifC3" F�A�DIUS NOT (C) SCALE:1 in
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<br /> �Vol y
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<br /> ua v. 4F3" DIA. TURBIryIT AND Tank Slab Concrete Specffications
<br /> I
<br /> VENT/ STAGE II VAFGf; 0
<br /> rill
<br /> C RECOVERY SUMP (1-YP,) ..
<br /> 1 . UNLESS OTHERWISE NOTED ON -THESE DRAWINGS: T �`_.
<br /> . ', 6" x 6 -4 4 WWM _.. . __
<br /> X r f REINFORCING STEEL. FOR TANK SLABS �I1AL(_ BE 6 x C - 4 f 4 WWM WELDED WIRE. EABRIC aj
<br /> '� a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LESS/CU Fl OR S GARS C' C.. —
<br /> r (C.R �J C 1 E.a 0.( .) ) CD 1 6 O.C. EACH I WAY. SUMP CAGES SHALL BE #3 REBAR TOP AND HOIFIOM.
<br /> h. CEMENT - TYPE II, SULFATE RESISTANT _
<br /> C. AGGREGATES - ASTM C33, (MAXIMUM SIZE 5/4 INCHES) 5. MAINTAIN CONCRETE IN A MOIST CONDTC!ON FOR AT LEAST 7 DAYS AFTER PLACEMENT.
<br /> CHAMFE.IR 7 .
<br /> ! d. 28 DAY CONCREf E STRENGTH (f'c):
<br /> ,., .....,..®6 ...,
<br /> TYP. Ea. PLACE. CONCRETE DiRECTL_Y FROM TRUCK INTO FORMS. a
<br /> ( ) 2,500 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRE[--) n I l 0 � UNLESS
<br /> SS
<br /> f_)v NOT P..MP G N ,RETE U
<br /> INSPECTION WEL_.I_--� � ) SPECIAL INSPECTION, CHAPTER 3 Of-- THE UBC, IS PROVIDED.
<br /> - GTIC)N, IN ACCORDANCE WITH Ck-IA
<br /> _ ' - � SLUMP -- ,3 + 1 ' -- 4' MAXIMUM AT POINT OF PLACEMENT 7. SlJF3P✓11T MIX DESIGNS WITH `-7TEZ1:_NUTH AND SE-ER!I�J{<ACaE TEST RESI.,ILTS TO 4p
<br /> A #3 RE13AR CAGE TOP Ax F
<br /> BOTTOM 2" COVER TY'P. h SHRNKAGE_ --- 0.05% Mf'TMUEI OWNER'S ENGINEER
<br /> - > ) �' - _ AT LEAST 7 DAYS BEFORE_ PLACING CONCRETE.
<br /> CONCRETE SLAM DESIGN 2,500) f .5.1. C� 2F3 DAYS TK3�--5 Al_.[_. AROUND PLfvETFZA)7ION5 f. EN�ERAINECD AIR RANGE --- 2`,'a CO 4�
<br /> 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 6.0 INCHES C• CONSOLIDATE CONICRETE IN PLACE. USING A MECHANICAL VIBRATOR.
<br /> Typical Tank Slab Reinforcing (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL_ ANCHOR BOLTS DOWELS,S
<br /> EI TER INSERTS IM POSITION TO PREVENT MOVE=MENT. DC WEE_. , ANG
<br /> Cd
<br /> -____.. ____._ __-___-_ ____._ _ .__..__-- _ _ .__.__ _--._.__-_ ---___-- _- __._.--_ -- — ._.._._-- �.>. CONCRETE SHALL f3E� NORMAL WEIGHT W'iTE-I A MIX 0E- 1 :� 1 f 2 : 3 1 f 2, WITE-f A MAXIMUM
<br /> OTHER
<br /> 7 1/2 GALLONS OF WATER PER SACK. 10. MATERIALS AND WORKMANSFIIP SHALL_ CONFORM TO A.C,I, 31F3 (SPECIFICATIONS OF THE
<br /> NOF TO SCALL: DESIGN AND PLACEMENT OF CONCRETE.-.).
<br /> ASPFIALTP - TANK SLAB
<br /> FILTER FABRIC --
<br /> SEE NOTE
<br /> TANK OCADMAN DEADMAN DEADMAN SLOPE EXCAVATION 1 1/2 1 -._._ .___.__._ «�\ �2 MAGE: I VAPOR RECOVE�P�Y "- ---FIE_L. PORT
<br /> 1 A NOM ,I 1 E N(_ ( f I I_ E:N�� 1 E-I I--I E I G H All
<br /> _E-. W I D_f_E-I r'"" ,`
<br /> - - I�ECCMMENDAIIGR PER SOILS FNEPC;F�T MIN r
<br /> s ... a x � a a N U[J STA _.. -UL
<br /> --- -- - - - -
<br /> ' „
<br /> REr-C)RT `a01(._ THE DIMENSION
<br /> _.
<br /> E3l F_ (AS DEFINED BY OILS-- � �
<br /> MUST BE T FT, F ROM BOTH SIDE
<br /> 10 FT. DIA w - � �, F3
<br /> - f f
<br /> _..__._ FORTH LIFT OF PEA GRAVEL
<br /> >C,000 .37'-- S 3 1" A 1 1 FS`" 12"
<br /> GALLON AND ENDS (WITH FIBERGLASS TANKS) MIPv.II ^ TO 1OP OF TANK
<br /> 1 C) I P. DIA. �< �V �, C,,, ACCESS PC)F�T-._ -_,
<br /> ) -
<br /> Ell12,C)C)C)/"10,()()0 41 - 10 3f4" 42'---10 3f1 „ �, c
<br /> 1 v
<br /> _
<br /> 4. ^GALLON 1 C3 <_. <r I � r t ad
<br /> 12�` THIRD LIFT OF PEA GRAVEL l
<br /> y,r ,a- / .
<br /> ,C _ .. ti..;� cX` 1-t:..:; x J�°:�, .4. ?.�' ? 1�;. ' _ _ _ A�,., -•_lg ,+....'%° �-.
<br /> cara .. 1 �; ,� ,a.,Y; - ,yt'�'';�3 �a..:�' `; r � ',tr� s, Y>= , r� 12 SECOND LIFT OF PEA GRAVEL
<br /> } +}'", ���. ?,'t?'`',rs,,( •:rr- d.+)` "'.'r er_. } 1;`, i?, ° -+ �,, ,'� 4r.�} ,r_. 7 _ _
<br /> d . 4 FIRST (_TF1 OF PEA GRAVEL cd
<br /> Tk :) AREA TO
<br /> FES : RF MAIN BLACK
<br /> (1) ALL ANCHORING SHALE BE DONE IN ACCORDANCE WIT11 M-. -ACTURER'S , 29'--0" MIN 3 E3" PEA GRAVEL BEDDING "
<br /> ( E OC iRE_MELJT.,. � � � �1 farr AND BACK FILL TYPICAL TO � ,. LO
<br /> SUB GRADE SURFACE
<br /> FIL TE:R FABRIC ON BOTTOM-..__. (BOTTOM OF CONCRETE) � m
<br /> (2) FILTER FABRIC (DUPONT TYPAR OR MIFZAFI 5C)OX) I`v; F;F�C?IIIRL�_C) OF i�AFJK HOLE .� g � � ---_-_ 4"x T" E-IIGf-1'✓VAY REFLECTOR MAfFK-E' FOR
<br /> 10 iarneter TanksC f OR
<br /> E�C)R WET FTC)LE INSTAL L.ATIONS. FABRIC MUST EXTEND 1 ABOVE MAX.
<br /> PRODUCT IDENTIFICATION. GCJI_,ORED
<br /> PER API STANDARDS. EPDXY MOUNTED
<br /> HIGH G dA T f- R TA F31 L. AND MAY E3 E ('I N NJ E:D -TO SIDE 01' F I O L E Wil E-I W I I�E��, __-_. _..._._-- ._. .._._..-_- __-_.__ ._._-- -_____ ----___-- _
<br /> W. SEAMS MI.J`�1 BE LAPPED 1 MINIMUM.
<br /> __- --___ ____.__ INSTALLED BY CONTRACTOR ,,,
<br /> STAGE I VAPOR RECOVERY _.__._
<br /> 00 NOT TC ALE: '.
<br /> rn 3 LANK MUST. BE BALLASTED BY FILLING WI1H WATER UNTIL.. BACK FILL_
<br /> CC)MPL( lE. CAUTIQN DO NOT FILL_ FIBERGLASS TANK WITH CONCREmIE "DEADMAN". WIHE:N MORE __.--__._. _ _______.__
<br /> - -
<br /> IOUID UN111.._ BACK Fll..f__ IS EVEN GNl1-11 TOP. SEE SPECIFICATIONS THAN ONE TANK IS I<`JSTALII_ED TI 1E - - %Y ~
<br /> VYHEN INSTALLATION IS COME I..E_TE:D, WATER IS TO BE COMPLETE_I_Y DEADMAN BETWEEN TANKS ,.-HALT ~ � - - _____ / `,
<br /> ,� - �
<br /> PILL PORT
<br /> F, BO TANKS. TETE TANKS t e. � n l
<br /> PUMPED OL1T & MC)F'{'ED DRY 1C) PROTECT F�LJE:L_ INTEGRITY, JBL.E IN �NIDTFI TO ACCOMM (=
<br /> _ C11 cd
<br /> 3'--0 ART MThMI_.1M (S i, T) a� / ]' C_1 I` , __-;.,0 __-STANDARD DETAIL_ FOR 10' 1 " �, ,
<br /> r� - -; OR 14" ACCESS COVERS. O "
<br /> (1) LLk.AL)Mf..N 1O [3E INSTALLED IN A WET f10LE_ OR VdF1EN f�f=C7UIRE_D _ r . N _
<br /> BY OWNERS ENGINEER OR AUTHORITY HAVING Jl_JR1501CTION. c�t,.7 -''// OTHER MARKINGS ARE. PERMITTED.
<br /> SYSTEM S _ �.. / ` I a w.aa
<br /> " �) - 4
<br /> ~ a �`. �I IrJG Y.>TEM aE-IAL1 r~c IN � I� `, � �, �� ; �,
<br /> C.� WL-IE=�N REQUIRED, THE: A,NC�10E� , _ ,
<br /> �- C�UME��LIANC,L WITH AC.JTE-TORI IY HAVING:, JURISDICTION. � ( � I , ,� �
<br /> (5) WFiE[J GROUNDWATER LEVEL ANTICIFATk I7 1Ca E31L `eIT[TIH ;S FT. FIBER S HOLD DOWN AFS I92 OCI
<br /> - f
<br /> OF GRADE CONTRACTOR SHALL_ NOTIFY OWNEWS ENGINEER FI _ TO BY TANK -R. BALLAST TANK UNLEADED � 0E),
<br /> �'� r
<br /> WITH WATER ONLY PREMIUM �`ATI ( ) I
<br /> LSI FUr� DIRECTION ON ANCHORING METHOD CO E3 E_ USED. DEADMAN
<br /> ) - _ _ (DEADMAN
<br /> � & FLAB :L) �N DERER AS L)R',FOUIRED � c� � (IF Rf-.G7UIF�ED � ��
<br /> 1 I I i
<br /> OR ANCHORING STAB I ,.
<br /> � f.3" ACCO-.SS ['O`n'T
<br /> - �I
<br /> SEE NOTE S q 1 �
<br /> UTILIZING E7 WL1Ln.N LNG ` # TO BE ORIENTATED -1,_ -, P I 1 ca I I � � _ ;. THIS AREA TO �
<br /> - S PROVIDED_ I-O THE SAME MDI
<br /> �
<br /> CONDITIONS AND ENGINEERED E�ORWG LAN- L-x111- ��
<br /> �- ( ) ENGINEERED SHORING `� REQUIRED C..)UE TO SITE. I ;
<br /> -- INIE.E�L_C)C,KINC� _�IEE.L. SHEET E IL.ILIG �HAL_l._ ESE_ f k,C)VIDED AND � __. � CL`)
<br /> _ S REMAIN BLACK
<br /> E- SHALL NC;LUDF_ UT_IPPC>RTING ENGINEERING CAL BY
<br /> S 1/4 JI I A.� TANK LEVEL CAl_iCE
<br /> 000
<br /> STATE CERTIFIED ENGINEER. ,"" K
<br /> c> A 7 -
<br /> a ¢
<br /> - --__-_____ �,�_.,.-� I �'' ,�i API STANDARD COLORS
<br /> �
<br /> Gra
<br /> Cr� _._-___._.__ - I _
<br /> o f�F�E 1-10 L D D 0W IN-- �� � �a��� � o ��� ,, '.
<br /> FIBERGLASS
<br /> \ / _ UNLEADED PREMIUM 92 OCTANE. -- RED
<br /> . « U
<br /> r -.______s I I I J � NE.4^J F'E',F_RGL_A`aS, �_-__ 0
<br /> ,^
<br /> >TFFAf,a W GUIDE,
<br /> UNLEADE=D 87 OCTANE= --- WHRE_ 1'�� ",,r., k � -�
<br /> BY TANK �FG, _--____, �.� '�,1 3ff.3" a,7', a�''' d ANK I� �) Y� TANK � I� � _ II �:- I_- PLUS _ � c� _. BLUE
<br /> ,. � ��
<br /> ._.__. 7 '
<br /> F ----- I 1� �( ��. _ -. �' UNLEADED F.LtJ� �3 3 OCTANE (NOT USED) L3L_Ul._ �. CX
<br /> T JRP�J 3(1 < - - WIRE ROPE ----- �. _ ..._ �� a � It
<br /> �7 �)� E I � 11ESE_L (NO USED) �- GREEi�! � ) ,�
<br /> �_ � �-- rURNBU _Ea !( UN(_EADE I� i _ j �� � i % ENO
<br /> ('_0_) NOTE-:: �''..
<br /> CABL_E CLAMPS �� � ,
<br /> WIRE ROPE - ,� (TV P. _ o COd
<br /> C '+ y " ,� "lAh7C7 PLANNING Ad[) CiF.SIC�N Sr'F,(:IALISTS'"'
<br /> AR
<br /> CONSTRUCTION PAINT COVER BLACK, t �,
<br /> "-
<br /> CABLE CLAMPS---,* I _ _ - ��� I ARCO CONSTRUCTION WILL TAC EACH FI `" �f2�5 72ND avLwuc sounl
<br /> ^
<br /> --SINGLE DEADMAN DC)IJBI_E DEADMAN 5 - � � � � I-L� � . "� a� Kt..vT, vYr�aLllydcTor� 68032
<br /> _I (TLP,) End Detail ( 1 T OCTANT-_ RISER WITH THE PROPER PRODI.JC,T I.D. TAG, ,.. �
<br /> IN
<br /> �, ) [:)IC:iTRIE3l.1TI0N IS RE_: � ,r 6 . ul11 (`�2�) 2.>i 6222
<br /> _ RESPONSIBLE IBLE FGR IDENTIFYING SLA
<br /> Vdint
<br /> THE r_ TANKS WITH H A.P. . COLORS.
<br /> L 0 R S.
<br /> d MAID
<br /> rr BCE# 7063
<br /> a ° C _111
<br /> 0
<br /> ah
<br /> NOT TO SCALE:
<br /> �� m_ P -� �i �i ;�
<br /> NOT TO SCALE:
<br /> E
<br /> L.i I _. 4 REBAR CORNER
<br /> )�
<br /> _ _ I
<br /> „
<br /> HOLD REBAR 1 .5" CLEAR CF
<br /> / � 11E-5 AT 16 O.C.
<br /> _ .____ ___._ ---_�. .
<br /> FORMED SL_.JRFACE_>, (Ty R. v - / Y\�. / / 4/6/4 9 SHK
<br /> ��: ` F'� ,HART (=C;F2 DEADMAN ( �
<br /> r '
<br /> DIMENSIONS � c� 2 99
<br /> r� �c J lit
<br /> 2
<br /> .may
<br /> r�_LLJ
<br /> ' 4f 22/99
<br /> � NOT TO SCALE: and Connections Plan View ---------
<br /> '19
<br /> --------------
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<br /> "_.iJ' %'y°�( Dave
<br /> NOT TO SCALE: NOT TO SCALE:
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<br /> ,..; 1L 'I` I''I` I I ` �l I', h�TV11 I }-T 7`, I (;/:A '. rF,•.III` ��r .. I'..
<br /> ' 1 1l'' �, 1009 'I we I Steve
<br />
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