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Out S& gewrWI TYPICAL DEADMAN & HOLDDOWN STRAP INSTALLATION'. I . l , AB PISA, P Auc�m. see tLEVATl0/.I .7 �FILTEk 6-mk. *10 RiBO-K. ALJc ROe f SEt. tLF VLTIgJ' . 'rh1D taut Gf�.01"1AN TYPICAL DEADMAN & FILTER FABRIC INSTALLATION FOR WET HOLE ;IA l I' -O' F = 0,�" IR LE. {3PpE CAEk-J URN &UGIT S AaLla GL.4sMF1S, SEE. •SE%GS4 . TANK & DEADMAN LENGTHS 60aI-)1JJ& POUCLL WALL Th.WIA)) Td uK 9IZL L/ _ i h15rdLL.. FI BeJ2E�L LkSS HOLO I wI\� 5Tb Ove r�Nlcs AT Li�EA2 FP6 MA121KEp 0\ f C DWT - 4' 550 .. TALI K-5 CtJ LY, i'. r ^". 1. TANKS MUST BE ANCHORED WHERE HIGH WATER -&S-ES EXIST: SURFACE WJ:.TER COULD t�dW�-�Tt2 FLOW INTO HOLE OR OTHER WATER CONDITIONS .7-_D EXIST IN A DRY HPd_E IP TME 0WT -4 IDOO' II'•C*ve I'_�p" OVERBURDEN DIRECTLY ABOVE THE TANK WEIGHS LESS THAN THE BOUYANC`r OF THE N/� O/A I � 1\ I PwT 2P Boco 25� 3'1f TANKS MUST BE ANCHORED UNLESS THE MINIMLY !'DRIED DEPTH FROM TANF. TOP IS AS l0'SId' FOLLOWS: —.a 27-0, Dwr• 2P 10000 90'•9'" 1 - - F c PEdDI-'wJJ L.EiYsT>' TYPICAL DEADMAN & HOLDDOWN STRAP INSTALLATION'. I . l , AB PISA, P Auc�m. see tLEVATl0/.I .7 �FILTEk 6-mk. *10 RiBO-K. ALJc ROe f SEt. tLF VLTIgJ' . 'rh1D taut Gf�.01"1AN TYPICAL DEADMAN & FILTER FABRIC INSTALLATION FOR WET HOLE ;IA l I' -O' F = 0,�" IR LE. {3PpE CAEk-J URN &UGIT S AaLla GL.4sMF1S, SEE. •SE%GS4 . TANK & DEADMAN LENGTHS 60aI-)1JJ& POUCLL WALL Th.WIA)) Td uK 9IZL L/ _ , V I f C DWT - 4' 550 .. L' III/a, 1. TANKS MUST BE ANCHORED WHERE HIGH WATER -&S-ES EXIST: SURFACE WJ:.TER COULD FLOW INTO HOLE OR OTHER WATER CONDITIONS .7-_D EXIST IN A DRY HPd_E IP TME 0WT -4 IDOO' II'•C*ve I'_�p" OVERBURDEN DIRECTLY ABOVE THE TANK WEIGHS LESS THAN THE BOUYANC`r OF THE N/� O/A IJ/A EMPTY TANK IN A WET HOLE CONDITION, IF WA -ER COULD ENTER THE TANK HOLE. PwT 2P Boco 25� 3'1f TANKS MUST BE ANCHORED UNLESS THE MINIMLY !'DRIED DEPTH FROM TANF. TOP IS AS l0'SId' FOLLOWS: 27-0, Dwr• 2P 10000 90'•9'" 1 MIA 0.JRIED DEPTH WHEN ANcmaRING 4' 10" 30'-0" Dwr- ZP 12.E 9L'-3" 10 $'$'' b' -I" 3 SL " 4F__j 38'-oH 1�u_ • �uN . "LT" Fume - 6 6 ume- ! t ' T•✓:O'2/JIL D'EA'.? 1bj ... Our- �+c GAEL GT'1A1.1 - ' .Jwr I'fL'G �.o F ` eo• . ALTERNATE DEADMAN INSTALLATION WITH CONCRETE BASE SLAB V<a" = 1'-0'' t5L 1.- Jr�t r1WLY IF 1412, ff-0 6( LZrAL IGGs. 2. IF CO.I'eac'02 tL[GTS Tp ;Asa- A 51-L,Le 5LAIS 1UCLJG LI6 TRt T6N[ ,li�g eLY,'rwf y_A°S 5.16LL me Toev_ew ED To J2W")v-- r,,E. Sb -'16 G2C_6• S&CT'" b.WZA AS F90VIMP 5Y G(y PF.GR'1NJ I,FA JN1i'HI TIE GEAPrw.J.1 bw .s4ALL DAVE TAE. SAJIT- 57'!X_L Moro L'rt-rlf)z Ac1'1bE'S. -- —A— yy �Ly e6 G p — Q" 6M LL /I• L" I n L ' I P FwPf`- V LS_` -1`S �LQIAR. Fol_ hIlJbLG ' �Ti4P >�k-Hov_ use itb FEL'aL 'T' I E I FOC Pou0L£ Srw ALJGk.�CT� Ear. Ea. Q EQ t•� TYPICAL DEADMAN ELEVATION 4 ' f!n NW_ -5 tr� \s'4x I'-u0grO4? SPAcB RS ASS SAC'W4 TWO TANK DEADMAN PLAN ' ONE TANK DEADMAN PLAN TYPICAL DEADMAN DETAILS 44 x o'-to"GEt�iK SPocEKs 6} sHoWQ Nat: paGr ><` Foe Tn Jt5 Gwr 4-1000 AND vuhL R. 6HAL1. M CAST AG! A 71u9-0- PILLE•OFLCW1E.LJ Foe TANKS DWT-ZP 80co A+Jo Laee,te: Ih.Y era ! ,*. ' lu rh,V PItC'.f5 45 -�OW4 Foe. EGA OF 1+6tvL-Iso. II-KICL= ENGS MInT 5E. -I_N2-YeA FOP_ IDra.TlFic+-TIaN. , IL OEiVE STe-r.PS To HOLO A9" i � lu PLnGt &.SII SID= of UEc>aE5 S.Iir'Cs=S ear Frznl 20xb" "Lw TO 549E Foe!•17 /T Ja1JP5 G 3`� i I j I s✓'RF�vEes oca9 mau1ew- EAeA SIM of b4 ocs _ Z _40 1.._- J I' 2' DEADMAN SECTIONS SLG.GESTEv ntT�o Of OUIL OH.Ys FOerTj FOZ Ve P.CASr HIS MLIF0F., W GOWC DEAPH!!0 AT, 6fzwE Oct'b!'Y. Ltvel. MPA CEQu)vr Foe -•12 M TTa IJCS (s OEA71'I" Q) eJvuk. 10'x 30". 0 NIARKI DATE REVISIONS 93OUBLE WALL FIBERGLASS TANK l ANCHDRAGE DETAILS 4446 N. PERSHING AVISNUI STOCKTON, CA NEW TANK INSTALLATION \' SHELL OIL COMFJ d>'IIY IFDwN By PACJPIC NORTHWEST Cn'NTRIGT RML•48 91 W I.n..204-7624-24_— ,10aEAT H. LEE & ASSOCIATES, ING. I'-ARGIIIiLwn L. y " .•v• 1 Lui TP%U s 1 r 1. TANKS MUST BE ANCHORED WHERE HIGH WATER -&S-ES EXIST: SURFACE WJ:.TER COULD FLOW INTO HOLE OR OTHER WATER CONDITIONS .7-_D EXIST IN A DRY HPd_E IP TME OVERBURDEN DIRECTLY ABOVE THE TANK WEIGHS LESS THAN THE BOUYANC`r OF THE EMPTY TANK IN A WET HOLE CONDITION, IF WA -ER COULD ENTER THE TANK HOLE. TANKS MUST BE ANCHORED UNLESS THE MINIMLY !'DRIED DEPTH FROM TANF. TOP IS AS FOLLOWS: MIA 0.JRIED DEPTH WHEN ANcmaRING _ TANK DIAMETER ISNOT REQUIRED 4' 30- 6'45' 8' 54. 10' 69• 12' 81• 2. THE DETAILS SHOWN HEREON ARE FOR "CAST -CP, -SITE' CONCRETE DEADME-`L.• THE. CONTRACTOR MAY, AT HIS OPTION, USE PRECAST CONCRETE PILE DEADMEN% IN ACCORDANCE WITH CURRENT OWENS-CORNING LITERATURE AND REOUIREMEN-3- PRECAST CONCRETE PILE DEAOMEH MUST BE SIZED TO P✓✓VIDC ADEQUATE HOLD DOWN FORCES.' REFER TO OWENS-CORNING PUBLICATIONS NO. ,-Ps'-6304 AND No. 3 -PE -59c32. 0 NIARKI DATE REVISIONS 93OUBLE WALL FIBERGLASS TANK l ANCHDRAGE DETAILS 4446 N. PERSHING AVISNUI STOCKTON, CA NEW TANK INSTALLATION \' SHELL OIL COMFJ d>'IIY IFDwN By PACJPIC NORTHWEST Cn'NTRIGT RML•48 91 W I.n..204-7624-24_— ,10aEAT H. LEE & ASSOCIATES, ING. I'-ARGIIIiLwn L. y " .•v• 1 Lui TP%U s 1 r