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EXIST BORING 7£ l
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Tank.l.fJ Tonk shell TO.< El 115.50' rl/.?cw'/ITERA/.10 l?at?S/er: sforaqe Tar1k TYPICAL TANK rOUNDA TIO/\\/
Grode El /IS.o'*
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0 El.RE WAT{~ AA/0 TgAN5FE.E' TANK,.COUND(ITION DETAIL {J'\\
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no.scale ~
Pre v,ous choo es no/ clocUl77enlc-,,/
CH.~NGES APPROVED BY SUPERVISING ENGINEER DESCRIPTION GM BY TABLE OF CHANGES
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FLJ AREA CONT#N'.
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AUX.
TU/?8. GEA!
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KEY PLAN NO.SCALE LOG.
Bolf Circl<:s
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30 1/4e - Primar'f 40*-54* -Condeasofe -
40~ 61/fi.-Reru<:ling -
40-51/1.-f?rewofer t' I. Excavation:
the sand-shown in Transtf:.r
- a. Remove all the natural clays. ¢ expose stone or siltstone bedrock in the area plan.
- b. After the entire area hos been excavated ¢ before any backfill is placed ir shall be inspected by the en9ineer, D
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by.5,-c. 883I DESCRIPTION 74/'¢
- 1~/lon9 We/de-d c;,ac hors-e~l,5,-.::,reed GM TABLE OF CHANGES PPROVED GMl67027 BY 2 Bock////:
- 3.
- a. Excavation shall be back/1l/ed os soon as possible with grayeflv S<7r.clr sill from the planf sife borrow area.
- b. The 6ack/','J/ sl,oll be placed in 8 inch(mal<)hor;'e.
layers and compacted to 95 % of the max.
density obtainable by the ASTM D1557-66 T Cc) merhod of compaction
- 4. Numbers shown as //5.8 on,Pion, are: ex1.s.l-m3 5rau,,d
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S, Mal-eria/ IZ:.r plale ;,-,se?r/s, 60/f"; nw/2.:,;If (ext!'pi o,-,~/4,.,.
.6:-lrs an,:;/ n_ufs)sha,'/-be slo,,;.,k..-s skel,'or ~r,mc,rr-f..,..
ond Re/uelin5 Woler Tani.0 Corban S/e,,./ ror Conden*
sale and Trcnshr Tonks...:;/o,;.,k,-s sf,.,,/ =>hail 6o: A.srM
,4 240 fy_;;,,: $04.
Anc/,c,,.-. b:,l,'s =,e,l nv1's /" A"oi'e-7.
i:. Provide Q G ",...;".6/ocl:ovl 1n /q~.(. l'ah. /or Ian/:
i;ol/on, drol?S-For locol1on see Tonk R'e9'Ll1re117e,;f o'wgs.,Z:/1/ block our w1lh 3rovl <7tler lon/4 111s/c71,fol1on.
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BILL OF' MATERIAL SUPV.8Yf(. Knlt/SS FOUNDATIONS FOR WATER TANKS ORA.WING LIST Q5QQ52 ATE 9-5-,i,9 CALES 11As Nored DIABLO CANYON DEPARTMENT OF ENGi NEERING PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO. CALIFORNIA SUPERSEDES SU PERSEOED BY SHEET NO.
SHEETS DRAWING NUMll£R CHANG 438034 I
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