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I A ~ ~ ~ Ooeninq *. I'-[' v v/SEE DWG. 053093, £.IG, 344,/'7-' ~ /Openi/vri--.. ~ r---- 'l)f; "J Alvm. Handrail I, liemovc,ble I v~z*¢ X G. Holes -,-,--,H,--:---:---:-:-.,....,/mr"t--/--'- F/e/d Drilled . I I,,, id ! I !.J - TEMP GRA8 RAIL One for No eoch floor Scale 0 " H { .f' I I I I /-{~ r-. I I
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- _-:i L--- ___ j l_\\ ____ _J l_ __ --- __ _J L _____ ~ L ______ _J ~---J L_ __ _ I lyp. \\ L*-----** 3/,"0 S.S. 316 HDI W/COUNTER-SUNK SCREW ITYP 4 PLCSI I 14-6 PL JIN-TOP DeCI< A REil 1 ' \\_/BOTTOM OF SCREEN ~- WASH GUTTER/TROUGH ..,,-/*:,~
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/_,(,!,-<,,(,!,,( + --~..___ .,.,,z z z.,, -PL. 1/4 x 2'-0"x 2'-4" S.S. 316, DETAIL N. T. S. 8 -.r-COPED AROUND PIPES 0 " I If' 14* 6 BOTT. OF GUTTER !19'8"
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/4~6 11 14'-6" /4~6* 8"~/11/4/" 9~81,,J," --+~--"'---*.... +------'-------- FOR HANDRAILS AT ALL OPENINGS OVER _/ BAR RACKS SEE DWG.6023229-99 NOTES: I. FOR EMBEDDED STEEL, PIPING, GROUND CABLES, ANCHOR BOLTS, ETC, THAT MAY NOT BE SHOWN, SEE APPROPRIATE DRAWINGS.
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TOP DECK EL. (+JI 7. 5' IS NORMAL ELEVATION. FOR HIGH AND LOW POINT ELEVATION, SEE DRAINAGE PLAN, SEE DWG 438087. AREA No.,1~ P-1!,.lt--'A~.R_E~A~N=o~.... ~----- see Dwg. 59460
- 3. FOR EMBEDDED PIPING SEE DWG. 57743 & 501034 *
- 4. ALL PROJECT ING FLOOR SLEEVES AS L /STED ON DWGS, 049047 & 049048 ARE TO BE COATED INSIDE AND OUTSIDE TO A LENGHT OF I' -0". COAT ING TO BE PITTSBURG PLATE GLASS CO.
"COAL COT" UC-40101. COAL TAR EPOXY. DRY FILM THICKNESS 15 MILS.
- 5. [i:::J © DENOTES CATHODIC PROTECTION JUNCTION BOX (SEE ELECTRICAL DWGS.
500816 & 50081 7. J
- 6. PE-J-T-2-/0 & ALIKE RIGGING PAD EYE !.D. NO.
SEE DWG. 063652 & DWG. 4004960. 0 " DATE 03-06-2019 RNJU R, E, FAZI I. V. N/A
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N/A 'f roe 0 -\\, DWG 59452 .!i: . ~.-.i ll~' i 1 11 _I' RAIL =.------, Ro,/ Clomps, 1: 1 11
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~T..J 0 DETAIL 7 460 ""'":,5=",-o/,~e'-:'-:37."::..::/=:-,o"" f-:=,ks--!*9. I ,See. plan, rGue,rdrail ~ I I_/ 08 I
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/ PIPE W/ It 3'l,x3'l,x'I, / ALUM. 6061-1651 For xht1tusf Ian see ~ 596/"f fJETAIL 6 \\ 55 316 L3x2x3/4,LLV typ-o I I around opnq., 55 316 Hi/ti Kwik-Bolt If, 1/2"ff w/min embed*4", typ. 4 sides, tock we Id at each corner, Gafvanox after weld. s" e C TSI-,nach. screw.s ( SS~) @G"C.C.-t 3"C.C. ror Det SA on/y / I i-.-_.-- ( Alum) Ix z bcir Cont.Def ~ Drill a"d tap angle in 45? f"ie/d. I" i ~ ** .l~ ~ht,k<'redll!. (,r/vm-) I 3/4 " Casket compressed to1/2" Def. @only L3x3x'/41 A /um! DETAIL @ 8~ 1 @ 4&o 4"14&2 459 ~ .,. ~ ' S I 3 " 'o" co e : =I* SEE PLAN FOR OPENING SIZE t_conduit Recessed VENTILATION SHAFT MODIFICATION STRUCTURAL STEEL AND RE/NF. CONC. BASE PL. DET. FOR CWP ROTOR STAND VENTILATION SHAFT MODIFICATION UN IT-I 438050 4380 73 438085 438087 4380 76 59465 500816 438082 438077 4380 70 053093 DC 6003 729 SHTS 6& 7 061338 SHTS 17 THRU 21 468490 AND 468491 4004966 STRUCTURAL STEEL AND RE/NF. CONC. UN/T-2 468494 AND 468495 INTAKE STRUCTURE MOD. 061338 INTAKE RIGGING PADEYE 063652 RIGGING DEVICE SCHEDULE 4004960 CONCRETE LIFT 683864-40,56,58, 156 THRU 159,259,315 THRU 310323 THRU 326-99A REBAR 663370-57 THRU 62, 65, 66, 69, 70, 1039. I 194. 1280 THRU 1316, 1372 THRU 1402, 1403, 1427, 1458, 1464, 1465, 1473 THRU 1515. 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, 83, 92, 93, 98. TSFB EMBEDDED ANODES HANDRA !LS AT BAR RACK OPENINGS SEAWALL EMBEDDED ANODES REVISION DESCRIPTION Revised Per DFT-7*4767 061338-98 THRU 6023229-99 393127 UNIT I & 2 CIVIL CONCRETE OUTLINE PLAN AT TOP DECK AREA I INTAKE STRUCTURE OIABLO CANYON POWER PLANT 121 PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 0 " DWG SCALE: BILL OF MATL: SUPS OS: SUPS BY: DRAWING 59459
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