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~ REPLACE ALUM.
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.I! Crane Rall SST r1/2xr1/2x1/4 -... TI /' ' /, " , GRAT' G W/GAL V.
STEEL l1/4"x o/$" SEE NOTE!,
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_ DWG 59452 I , I ' -41/1" I 21'- 8" Ro,/ Clomps,
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CRANE STOP DETAIL \ I, I
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'(lt"YJ<Jt cross bars@ 4" SEE DWG'S. 438069
& 438085 FOR J..,..L
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- o. c. , pressure or equal I ock, ADDITIONAL INFORMATION
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t-- Anchor Bolt 3/4"ff x I' -6" Long with ,,_--- .... C\l . 2 hex. nuts spaced @ 3' -O" c to c. apply a protective coot of bituminous * *
,~ paint to top of bolt & Jock nut after 9" 1_8" ..j ROl)QHN" setting of roi I and before grouting.
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D SECT DETAIL 7 460 55 316 L3x2x3/4,LLV typ-o I I around opnq., 55
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- For xht1tusf Ian see ~ 596/"f 316 Hi/ti Kwik-Bolt If, 1/2"ff w/min embed*4",
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- Water Pur??p5 I
I I_/ rGue,rdrail ~ 08 fJETAIL 6 \ typ. 4 sides, tock we Id at each corner, Gafvanox after weld. Et Aux. 5olf Water .0 umps I* I
- r21/z"0 x 0'-6" SCH. 40 s"
e C TSI- ,nach. screw.s ( SS~) 0 / PIPE W/ It 3'l,x3'l,x'I, @G"C.C.-t 3"C.C. ror Det SA on/y
' / ALUM. 6061-1651
/ " , ,, Drill a"d tap angle in 45 ?
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FOLD -f-----------.,--- -----+ FOLC cdqe of Roorcl 1 I C\j 3/4" Casket compressed to1/2" Def. @only L3x3x'/41 A /um! C DETAIL @ 8~ 1 @ 459 ~ .,. ~ 4&o 4"14&2 S co Ie : 3 " =I* 'o" t_conduit Recessed SEE PLAN FOR OPENING SIZE
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438050 B i 4380 73 438085
~ --1-----'-. ,t._ Gale Guide _. 438087 Q..- ,~ '
4380 76
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'\,,. 3 .rpl:?~ .~!j..!~-~ 17~°--.~ 59465 "1 -../_ ~ --..,. , ',t c-,,n,- Ra11 - 500816
*~ /.. . . ,;/ *~---I r--i--*-- , 438082
~, **,Ju ,, / - I . ---- 438077 4380 70
- r------=~---1 - - - ---, .c: 053093
..._ I DC 6003 729 SHTS 6& 7
~ ~I = ~ +-+-l*~+++-1* ~. I 061338 SHTS 17 THRU 21 rr Ref4 lfiln_j Wal/ I ~ ,9'::o~ '--H-+-,,h~f'~-,.,7).i1_ _A 6;, T;,p, '.? ..-,12' -6" (TYP, I /--10* PIPE SLEEVE I 'l!ar~~c.:7 ;?':~" : ; I VENTILATION SHAFT MODIFICATION
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~ I I .. - - I I STRUCTURAL STEEL AND RE/NF. CONC. UN IT- I BASE PL. DET. FOR CWP ROTOR STAND 468490 AND 468491 4004966 054 \ \i,i! ---- j ;_ ______ J :... __ ~':._~ __ J L_ ____- _-:i L - - - ___ j l_\ ____ _J l_ __ --- __ _J L_____ ~ L ______ _J ~---J L_ __ _
VENTILATION SHAFT MODIFICATION STRUCTURAL STEEL AND RE/NF. CONC. UN/T-2 INTAKE STRUCTURE MOD. 468494 AND 468495 061338 INTAKE RIGGING PADEYE 063652
-----+-------- RIGGING DEVICE SCHEDULE 4004960 I
*-* - CONCRETE LIFT 683864-40,56,58, 156 THRU 159,259,315 THRU 310323 THRU 326-99A
!19'8" REBAR 663370-57 THRU 62, 65, 66, 69, 70, 1039. I 194. 1280 THRU 1316, 1372 THRU 1377,
-----+-------:----,--~~--::-*-,---~--::-....., 1402, 1403, 1427, 1458, 1464, 1465, 1473 THRU 1515.
14-6 I 14* 6 If'
/4~6 11 14'-6" /4~6* 8"~/11/4/" 9~81,,J," EMBEDDED METAL 663385-211 12 THRU 16,21,23 THRU 27,58,59,62,64,67,69, 77, 78,
--+~--"'---*....+------'-------- 88, 89, 92, 93, 95, 96,105, I 12,124,125, 678606-35, 36, 37, 81, 82, FOR HANDRAILS AT ALL OPENINGS OVER _ /
"' 83, 92, 93, 98.
0 N PL JIN-TOP DeCI< A REil 1 BAR RACKS SEE DWG.6023229-99 TSFB EMBEDDED ANODES 061338-98 THRU 121
' 6023229-99
'° 0 A r---- NOTES: HANDRA !LS AT BAR RACK OPENINGS SEAWALL EMBEDDED ANODES 393127 C') 'l)f; "J Alvm.
o I. FOR EMBEDDED STEEL, PIPING, GROUND CABLES, ANCHOR BOLTS, ETC, THAT C CJ> Handrail I
\_/BOTTOM OF SCREEN MAY NOT BE SHOWN, SEE APPROPRIATE DRAWINGS. AREA No.,1~ .lt--'A~.R_E~A~N=o~. ...~-----
v~z*¢ X G. Holes P-1!,
- C +- '1) I, liemovc,ble I
~- WASH GUTTER/TROUGH 2. TOP DECK EL. (+JI 7. 5' IS NORMAL ELEVATION. FOR HIGH AND LOW POINT see Dwg. 59460 o CJ>
'DO 0 -,-,--,H,--:---:---:-:-.,....,/mr"t--/--'-
.. .,; . . F/e/d Drilled lyp. \
,, . ELEVATION, SEE DRAINAGE PLAN, SEE DWG 438087.
UNIT I & 2
. I I , 'I * . .,,-/*:,~ 3. FOR EMBEDDED PIPING SEE DWG. 57743 & 501034
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' -.: :,; :,; " :,.; 4. ALL PROJECT ING FLOOR SLEEVES AS L /STED ON DWGS, 049047 & 049048 ARE DATE REVISION DESCRIPTION DWG SCALE:
"'- z id * * !.J - :+- /_,(,!,-<,,(,!,,( + --~..___
.,. ,,z z z.,, -PL. 1/4 x 2'-0"x 2'-4" S.S. 316, TO BE COATED INSIDE AND OUTSIDE TO A LENGHT OF I' -0". COAT ING TO BE 03-06-2019 Revised Per DFT-7*4767 CIVIL BILL OF MATL:
.,. ' 0: . CONCRETE OUTLINE O') O'l ** U1u-, L II '<;J'" (I) 0:"' (0 WU1:::J TEMP GRA8 RAIL 3/,"0 S.S. 316 HDI W/COUNTER-SUNK SCREW ITYP 4 PLCSI DETAIL 8 COPED AROUND PIPES
... BOTT. OF GUTTER 5.
PITTSBURG PLATE GLASS CO. "COAL COT" UC-40101. COAL TAR EPOXY. DRY FILM THICKNESS 15 MILS. [i:::J © DENOTES CATHODIC PROTECTION JUNCTION BOX (SEE ELECTRICAL R, E, RNJU FAZI PLAN AT TOP DECK AREA INTAKE STRUCTURE I SUPS OS: SUPS BY: DRAWING SHEET PAGE REV DWGS. 500816 & 50081 7. J OIABLO CANYON POWER PLANT f- " One for eoch floor PE-J-T-2-/0 & ALIKE RIGGING PAD EYE !.D. NO. SEE DWG. 063652 & DWG. 4004960. I. V. N/A PACIFIC GAS AND ELECTRIC COMPANY V>ZO <( (') <( o:ou No Scale N. T. S. -.r- 6.
- p. E. N/A SAN FRANCISCO, CALIFORNIA 59459 0 45 5NPG 0 0 0 0 5 Sia
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