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<br /> 2'-0' LENGTH OP UGI5T
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<br /> MIN. ,
<br /> MIN. P
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<br /> ' r'FNERAL NOT�9 � • .r�My
<br /> FORMS FOR THE EpGEB OF CONC. �
<br /> TANK COVER SLAE5 SHALL LIE IN 1, ALL COVERS, GASKEtS, AND SEALS TO BE IN PLACE AND WATER TIGHT.
<br /> - - TANK ACCESS- COVERS -
<br /> SEE TANK DETAILS UGST A" PLANE TILTED TO SLOPE FOR - 2. CONCRETE SLAB -
<br /> ADEQUATE DRAINAGE. - $HALL HAVE A BROOM FINISH,
<br /> 13T ALL TANK ACSS
<br /> 2. tu
<br /> THIS PLANE N NOTE,ABOVE.RS 1' ABOVE ' 3. UPPER STEEL REBARSHALL BE SUPPORTED BY 6' CHAIRS (DOBE). IHK tY
<br /> 3. CONC, SURFACE 6LOPE FROM THE 4, API COLORED REFLECTORS SHALL 13E INSTALLED AT EHE PILL OLE
<br /> T '
<br /> _ O O I
<br /> RIM OF AE30V _ Np MANHOLE
<br /> 'ACCESS COVERS TO
<br /> THE SLAB PLANE•9HALL' BE 1�2"
<br /> S. TANK SLAB TOEXTEND 2'-2' MINIMUM OUT FROM EDGE OF TANKS4P!
<br /> IN ALL DIRECTIIONS.FOR 12' .
<br /> p
<br /> 4- SEE, 917E PLAN FOR THIS JOB
<br /> VARIANCES.
<br /> LL
<br /> i }xwvi�
<br /> y QpAle OQ�r6 I > `
<br /> Q�K e
<br /> UGST
<br /> ILI
<br /> 71
<br /> y
<br /> <1 P
<br /> Lo
<br /> EDGE OF CONC. TANK COVER SLAB
<br /> �w ytix s �
<br /> U ST CONC. COVER SLAB SURI=,4CE PL ,4N CLIP CORNERS OF OLAB
<br /> IN CONTACT.
<br /> WITH A,C.PAVINCs,
<br /> .i�. TYPICAL ' lY yl�,hx4
<br /> 11
<br /> n -/
<br /> 41A
<br /> \l
<br /> TANK AGGE89 COVERS PLANE OF GONG TANK COVER SLAB z �� 1 yjy
<br /> 2'=0' CTOP SURFACE) ILI
<br /> TYP.
<br /> ap. 23rD
<br /> o �
<br /> 3' 9
<br /> _ , . . . . , . . LAB
<br /> " ' SUBMERGED EMPTY TANK STABILITY CALC C� w :
<br /> 2' =32,3' TANK °
<br /> SLOPE 1 2
<br /> TYPICAL TANK DAT&, DIAMETER =8. 1 '
<br /> LENGTH =32.3
<br /> VOLUME =16Q4QF -
<br /> `,. ' WEIGHT =10.7k I .. , n n '
<br /> SECTION f4 - A. �� ,,fK2�
<br /> QONCiRFT,g AB•. I 1 - - q oli } y„ �"1'S
<br /> VOL=0.67`x12'x36,3 _ - I TANK ' I ,.' S }}�
<br /> 282CF.
<br /> BUOYED WT=150-62=88PCF
<br /> TOTAL WT=292x88�25.7k7.
<br /> 2,_o. L------- W1 P }ts
<br /> LENC3TH OF UGBT 2,_m. QVCABH R-4.17-0.67=3,50'7(DEA GRAVEL) --- ---------�
<br /> MIN.
<br /> MIN. ( / ) ( 2)+3,5 7.6 p1 PLAN
<br /> 6 MAX Bt =ArF 0 oC SLA v N rt •,.
<br /> =12 x36.3'=434SF
<br /> I' 82=PROJECTEDTANK AREA
<br /> =8.I X32.3=262SF '
<br /> V F•TANK VOLUME=.1604CF
<br /> Z' M '�MANHOLE VOWME�24CF
<br /> ' TOTAL VOLUME OF OVERBURDEN_
<br /> =1719CF TANK
<br /> - - BUOYED W7=120-62=38PCF
<br /> "4 m 12 EW - ,TOTAL OVER BURDEN WT=
<br /> ti THRU OUT. =1791x38=103.9k
<br /> r ;t`'?t.lyM'7M
<br /> GRAVIT_ Y FORQ&
<br /> CONC. SLAB = 25.7k TANK
<br /> OVER BURDEN =103.9
<br /> : TANK = 10.7 L7-1 �� r t a #•}
<br /> PUMPS,ETC
<br /> ' TOTAL =1 40.6k
<br /> ,. : BUOYANT FOR"
<br /> . .=62.4xTANK :VOL =100. 1k
<br /> F" GRAVITY BUOYANT, OK
<br /> ,./�ExTRA HOLD DOWN NOT REQUIRED
<br /> EXTRA 8. •4x'12'
<br /> 2. 4x48's4e EW 0ACCES ` U z a'
<br /> 12' O MAX L' LARGER HAN 12'
<br /> .. AGGE89.
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