ML18208A161

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Revised Site Addendum Item - Chapter 3.0, Figures
ML18208A161
Person / Time
Site: Callaway Ameren icon.png
Issue date: 06/19/2018
From:
Ameren Missouri, Union Electric Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML18207A460 List:
References
ULNRC-06442
Download: ML18208A161 (51)
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Text

{{#Wiki_filter:ESWS PUMP HOUSE FLOOR L.2000.0 PUMP WELL TOP OF WAVE @ EL.1998.80' ..__11--IOO PSF ,.._---CASE 1 WAVE PRESSURE DISTRIBUTION OPSF EL;1969. 3 3' NOT TO SCALE EL 1978. 00' POND BOTTOM EL.1977. ' Rev. OL-0 6186 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3. 4-1 WAVE PRES SURE CASE 1 E.S.W.S. PUMPHOUSE E SWS PUMP HOOSE FLOOR EL. 2000. .. *0 * ., , 0. A *. "0: l , ;* **ca ---PUMP WELL *tr. (j: . ' (j: 0 : .. *p '&I TOP OF WAVE @ E L 2001.00' 343 PSF SWL 1995. 50' -------,__---CASE 2 1969. 33' NOT TO SCALE WAVE PRESSURE DISTRIBUTION POND BOTTOM EL. 1977.5 ' Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.4-2 WAVE PRESSURE CASE 2 E.S.W.S. PUMPHOUSE ' FUEL OIL STORAGE AND VAULTS PN TN l\\\Sl STRUCTURES HOUSING SYSTEMS & COMPONENTS THAT ARE ESSENTIAL IN ATTAINING &MAINTAINING A SAFE SHUTDOWN OF THE PLANT.

  • FOR CRITICAL NON POWER BLOCK STRUCTURES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3. 5-1 TURBINE MISSILE TRAJECfORY FREQUENCY (cps) 80 60 u

., "' ...... *= (.) 0 ...J PERIOD (sees.) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-1 SSE HORIZONTAL GROUND SPECTRA 0.20 G '= u 0 ...J 100 20 15 I() 7 FREQUENCY (cps) 07 05 03 02 015 01 PERIOD (sees.) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7*2 SSE VERTICAL GROUND SPECTRA 0.20 G ,... u .... z c ..... 1-a: 0:: UJ J UJ u u a: 0 ':1 I N 0 0 I N 0 {!) ... 0 N ... 0 aJ I 0 0 ':1 . 0 0 0 .. ------r--.--.-.- .. 0. 10 1. 00 FREQUENCY CHZJ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-3 HORIZONTAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 10% DAMPING .... u ..... z D .... 1-a: 0:: UJ ...J UJ u u a: . (\J 0 0 * (\J 0 CD .... 0 (\J .... 0 co . 0 0 :!' . 0 0 0 0 o. 10 1. 00 FREQUENCY CHZl [ [ 10.00 I II 100. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-4 HORIZONTAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 7% DAMPING "' u .... z t) ... 1-a: a:: UJ .J UJ (.J (.J a: . N 0 0 . N 0 w * ... 0 N ... 0 IXl . 0 0 ::1 . 0 0 0

0. 10 1. 00 FREQUENCY CHZl Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-5 HORIZONTAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 5% DAMPING

,.. 0 .... z t) ... ... cr: a:: IIJ .J IIJ u u cr: 0 N ... 0 0 ... 0 OJ . 0 0 (0 . 0 0 ;:1 . 0 0 N . 0 0 0 0 0.10 FREQUENCY CHZl Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-6 VERTICAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 10% DAMPING "" u .... z 0 .... ... a: a: ILl ..J ILl u u a: 0 N ... 0 0 ... 0 a:l . 0 0 CD . 0 0 :1 . 0 0 N . 0 0 0 0.10 1.00 10.00 10( FREQUENCY CHZl Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-7 VERTICAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 7% DAMPING ,.. (.;) ..... z t:J .... .... a: cr IJJ -l IJJ (..) (..) a: 0 N ... 0 0 ... 0 (Il . 0 0 CD . 0 0 . 0 0 N . 0 0 0

o. 10 1.00 10.00 FREQUENCY

£HZl Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-8 VERTICAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 5% DAMPING -L'l ..... z c .... .... a: a:: w ..J w u u a: . 0 0 0 N . ("') 0 . N 0 (CJ ... . 0 0 0 0.10 1.00 10.00 100. FREQUENCY CHZl Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-9 TYPICAL, FREE FIELD BASE ELEVATION SPECTRA ESWS PUMPHOUSE ,... 0 .... z 0 .... 1-a: Q: UJ .J UJ (.} (.} ct 0 CD . 0 0 If) . 0 0 . 0 0 (") . 0 0 N . 0 0 ... . 0 0 0 0.10 1.00 10.00 100. FREQUENCY (HZ) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-10 TYPICAL, FREE FIELD BASE ELEVATION SPECTRA UHS COOLING TOWER w 0 <( 40 0::: <.9 0 50 w I 60 (/) z I.J... 70 s 80 9 90 I 1 0 0 1'-'-" .............. """"-1-102. 0 w 0 110 120 LAYER MATERIAL THICKNESS (FEET) MODIFIED LOESS 11.5 ACCRETION GLEY 6.5 GLACIAL Tl LL 10.0 GRAYDON 25.5 CHERT CONGLOMERATE BURLINGTON 1 48.5 BUSHBERGJ SNYDER CREEK AND CALLAWAY FORMATION (ROCK) COTTER-BEDROCK JEFFERSON CITY FORMATION SSE= 0.20g TYPICAL SHEAR TYPICAL MODULUS DAMPING G (KSF) FRACTION 430 .057 TO TO 320 .075 540T0380 .060T0.082 960 .056 TO 620 .698 10,940 .037 TO TO 8,990 .043 65,380 .009 --OBE=0.12g TYPICAL POISSON'S SHEAR TYPICAL DAMPING RATIO MODULUS G (KSF) FRACTION 540 .045 TO TO .4 7 400 .059 530T0470 .051T0.066 .47 112 3 0 .048 TO .47 . 063 12,360 .033 .39 TO TO 111050 .037 65,380 .009 .42 ---UNIT WEIGHT (PCF) 126 127 134 138 160 --REMARKS STRAIN DEPENDENT SHEAR MODULUS 1 AND DAMPING. Gmax= 978 (KSF) AT .0001°/o STRAIN. -STRAIN DEPENDENT SHEAR DAMPING. G max= 3,560 (KSF) AT .0001°/o STRAIN

  • DEPENDENT SHEAR MODULUS, AND DAMPING. G max= 5,504(KSF)

AT .0001 °/o STRAIN. STRAIN DEPENDENT SHEAR MODULUS 1 AND DAMPING. Gmax=18 1 900(KSF) AT °/o STRAIN. CONSTANT SHEAR AND DAMPING. RIGID BOUNDARY FOR FLUSH PROGRAM. V 5.:::: 4,000 FPS. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-11 FREE FIELD MEDIA TYPICAL SUBSURFACE PROFILE AND SOIL PROPERTIES SSE ANDOBE 0 N 0 (\J l[) (\J 1::j1) (239) 185 ]201 ]219 --------*--------*-----ll l --------------------------- -1R7 r -------*------*-***----------

2 FINISHED GRADE i17g) 13 25 I 85 \ ',: (1) (13) -----

  • r, (2) -3 1\ 1/ i I --r---r---r--

-!\ / ' 4 \I/ -t ----- --'--0 I I I -r --. -r ------l[) (YJ 0 7 OJ 33 57 81 I) I) I --11 I I I I I I I ------r-----r--------I 12 24 ' Jt -f- /241 '\. __ :; ]I 480 481 482 50' I + I so* -+-50' --265 307 -I* 12971 ' I --_ PUM PHOUSE ,; - \_/-309 390 j I I l I I I I I G05l I I 'r I 1'-(YJ ) 386 408 430 452 I I 1---t-r--* -----+ I " 389 --30' +-30' l 3Q' + 30' 455 I -t-----------460 0 467 fj SPECTRA MASS MODEL TOP OF PEN2_f:1c:JUSE ROO£:___ 4 EL 2038'-6" TOP OF ROOF EL 202 5'-0" TOP OF PUMPROOM FLOOf-1 _ 2 EL 2 000'-0" 469 TOP OF FOREBAY MAT 1 476 516 517 5o' I 2o* I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-12 MATHEMATICAL MODEL FOR ESWS PUMPHOUSE FOR EAST-WEST AND VERTICAL ANALYSIS

53. 0' 50. 5' 1.n 0i 48.0' lrl N 46. 5' f---44.0' Lf) N 41 . 5' "in N 39. 34' 3 7 .17' :----35 .0' ........__

3 2 .0' Q ('f) Ln 28 .5' ('f) iii 25. 0' ('f) 0 0 .... 15. 0' 0 lf) ..-0 .0' 1 2 'ln . ..-12 13 14 (1) 15 @) 26 @ 290 291 10.0' --0 0 0 27 40 @ 43 57 44 58 39 @ @ 292 4.5' '10.0' 10.0' I 10,0' _I 10,0 I 10.0' ----I -0 0 lf) lf) lf) Lf) 0 0 <;]' 7 -.;;t 't N ('f) ('f) ':;]' Lf) U) 132 124---133 125 ----z 152 153 154 155 156 157 158 162 166 10.0' 10.0' 10.0' -' lf) lf) lf) . '3" '3" <;]' f'-.. 00 Q) 140 141 DETAIL OF COOLING TOWER MODEL SEE FIGURE 3. 7-13B 209 222 264 277 (@ 265 --3 240 241 § 276 2B9 @ 8 307 308 4.5' 10.0' 10.0' 10.0' 10.0' I 10.0' 10.0' 10.0' -Ln -lf) lf) lf) 0 0 0 0 . . . <;]' ':;]' ':;]' Q) Q) Q) Q) 0 ..,--{\J ('f) ('f) ':;]' l.f) \.D .. .. ..---..... .. ' .. ...... EL 1997'-6" GROUND LEVEL (ALSO SEE FIGURE 3.7-138) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-13A COMPLETE MATHEMATICAL MODEL UHS COOLING TOWER NORTH-SOUTH ANALYSIS -Lf) '1 co EL 2080'-6" TOP OF ROOF EL 2067'-6" BOTTOM OF MISSILE SHl E LD _J _J w I VJ _J 0 0 lL EL 2035'-0" TOP OF FAN DECK EL 2020'-6" TOP OF POOL WALL 124 125 EL 2 008'-6" BOTTOM OF TOWER LEDGE 126 127 EL 1997'-6" TOP OF BASE MAT & GROUND LEVEL ------------ 43 57 71 85 99 4 4 58 7 2 §571 B 6 100 ' --0 Lf) 0 . '1 '1 '1 co co <0 VJ _j _j _J <( z 0 (!) <( 0 I I I EJ 134 135 113 114 156 157 140 136.0' 141 _j 0 _j w .l 123.0' VJ fX LLI 5 {' ;.:. iD z -_J 0 0 u I i 144 90.5' 145 B 146 76.0' 147 148 64.0' 149 53.0' ---------170 184 198 171 185 199 -------------_J _J w I VJ VJ 0:: _J _j w <( 3 _J 0 _j 1-w _J iD I <( (/) z z ......! c \') <( 0 212 226 240 213 227 241 SPECTRA MASS MODEL Rev. OL-0 (ALSO SEE FIGURE 3.7-13A) 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-138 SUPPLEMENTAL MATHEMATICAL MODEL UHS COOLING TOWER NORTH-SOUTH ANALYSIS 1.1 1.0 ** ,.... en * .I (,D ._, .1 z 0 -.I ... < 0:: .s IJJ ...J *" LLI (.) (.) .3 < .2 .1 0 .l DAMPING VALUES

  • 0300,.
  • osoo. . 0700,. ti /. V/ h ":A!Y /....!. /..4""' r-I \ -\ .....-\ / I II ' I -\ !// m t""'""\ ,---., I' / -I ........ \\. I '" / , . \ I I / \. .\ -I / I ..........

f 1/ L .,., 1.0 10.0 F R E Q U E N C Y c c p s J DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 Rev. OL-0 REF. FIGURE 3.7-12 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-14A SPECTRA -ESWS PUMPHOUSE SSE NORTH-SOUTH DIRECTION TOP OF PENTHOUSE ROOF 100 1.1 1.8 (/) * (.!) ...., 1.2 z 0 1.0 .... 1-< 0::: .I UJ ..J UJ .I u u < *' .z 0 DAMPING VALUES

  • 0300,
  • 0500,
  • 0700, te j;iiiiiii"'

,........ J 1/ !\ J 1/ Fo. ,...._, I I I !\ I I II IT 1 _.._ I I J I I 1-v J _......\ J I I-' \ r N \ -,-r--.. '( " L '" I I '\.. -/ I r 'I V_./ L.-v _r-/ v Y-v: .--1.0 F R E Q U E N C Y 10.0 c c p s ) DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 Rev. OL-0 REF. FIGURE 3.7-12 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-148 SPECTRA -ESWS PUMPHOUSE SSE EAST-WEST DIRECTION TOP OF PENTHOUSE ROOF 100 1.8 t." ..... (/) * (!) 1.2 OJ z 1.0 0 .... 1-< ** 0::: lLI ...J .8 lLI u u < *" .2 0 .1 DAMPING VALUES ...

  • 0300.
  • 0500,
  • 0700, A A .........

J f7 rr 1\ / I iT 7 IJ !\ / 7 I I I 1/ IJ 1/ I 7 -, --, v \ II ( \"""\ _.J'J :; \ \\ I r-m I I \\' / ,, 1\_ .._ j I I \\ \ 7 l7 K\ I / I /// ' v /_./ /. "" t.o F R E Q U E N C Y 10.0 c c p s ) DESIGN FLOOR RESPONSE SPECTRA MASS POINT4 REF. FIGURE 3.7-12 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-14C SPECTRA -ESWS PUMPHOUSE SSE VERTICAL DIRECTION TOP OF PENTHOUSE ROOF 100 1.1 1.0 .9 n (f) * (.!) .e ..., .7 z 0 .... .e .... < a: .s LIJ ..J ... LIJ (.) (.) .s < .2 .1 0 .1 DAMPING VALUES

  • 01 oo.
  • 0200.
  • 0500, ........ ,--I I I ,.... I v J / -/ r J \ I I ... I L" I { \ I __... '-.......::

r ......:-...: _.-1 f f. 7 .,.. ./ / ,._. _. ::;:;..o' 1.0 10.0 100 F R E Q U E N C Y c c p s ) DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 Rev. OL-0 REF. FIGURE 3.7-12 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-140 SPECTRA -ESWS PUMPHOUSE OBE NORTH-SOUTH DIRECTION TOP OF PENTHOUSE ROOF 1.1 t.ll ,.... (/)

  • 1.2 (.!) .... z 1.0 0 .... 1-** < 0::: UJ _J .e UJ u u *' < .2 0 DAMPING VALUES -.0100, .0200, .osoo. ........ -:v If D I I v I l f"'"'""' -I I !/ t1 I ' 'I 1/ ---t I I \ \ lr -.J \ I I I \ / II I I v,..-r-J r I I \Ju r--....,..--,v Ri J / '-v lJ ,/ ..,... !.'""' 1-" ,.., .,.,. 1.0 F R E Q U E N C Y 10.0 c c p s ) DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-12 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-14E SPECTRA -ESWS PUMPHOUSE OBE EAST-WEST DIRECTION TOP OF PENTHOUSE ROOF 10.0
l. " ,.., 1.2 (/) * (.!) z 0 .... 1.0 1-** < 0:: LLI .I ..J LLI u u *' < .2 0 .l DAMPIN6 VALUES * .0100, .0200, .osoo, ,.... .. !/ 1/ It / I I l J .... I J I ' I I' I i/ I / 1/ \ I\ --,-I \ T I] / \\ \ I/ ..... \ '-___. -\.. \ h I [.7 '" _j;--J 7 \ h 1/ / l./ 1'----\ !ll/ __.1 ' t.,... Vj...../ ..... 1.0 10,0 F R E Q U E N C Y C C P S ) DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-12 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-14F SPECTRA -ESWS PUMPHOUSE OBE VERTICAL DIRECTION TOP OF PENTHOUSE ROOF ' : 100 2.8 ,...., (J) * (!) ..... 2.0 z 0 .... 1.8 I-< a: w 1.2 ...J w (.) (.) .e < *" 0 DAMPING VALUES ....
  • 0300,
  • 0500,
  • 0700, ----*--tt ffi ,.-ff \ .l.. -' '\. """"' --.. / -/ _, ,/ 1.0 10.0 F R E Q U E N C Y c c p s ) DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-13A & B Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7*15A SPECTRA-UHS COOLING TOWER SSE NORTH-SOUTH DIRECTION TOP OF ROOF 100 2..1 2.." ..... (/) * (!) ..., 2..0 z 0 M t.t ... < cr. l£.1 1.2 ..J l£.1 (J (J ** < *' 0 .t DAMPING VALUES
  • 0300,
  • 0500,
  • 0700. t\ ' ' ./ /" -./ L t.Q F R E Q U E N C Y 10.0 c c p s ) DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-13A & B Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-158 SPECTRA-UHS COOLING TOWER SSE EAST-WEST DIRECTION TOP OF ROOF l.OO l.O ** ** CJ) * (.!) "" *" z 0 ** 11-4 t-.s < a:: I.U ** ..J I.U (.) *' (.) < .2 .l 0 *' DAMPING VALUES
  • 0300,
  • 0500,
  • 0700, ! '-r-t/ I r I \ \ \ -# 1'--. l '\ I I --,, -/I/ I\ J l' \ I -\ I ./ " " I -I I \' r I , L I / I
  • I / I ' I / \ / /' / ' /I / _, J/ " I ' """ / ""'" IZ !""'-;.-: ./.h /."/ /, ,.. --"" .... l,O 10.0 100 F R E Q U E N C Y c c p s l DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 Rev. OL-0 REF. FIGURE 3.7-13A & B 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-15C SPECTRA-UHS COOLING TOWER SSE VERTICAL DIRECTION TOP OF ROOF 2.11 2.2 2.0 ,.... (/)
  • 1 ** (!) """' 1.1 z 0 s." -.... l. 2 < 0: UJ 1.0 ...J UJ ** 0 0 ** < *" .2 0 .1 OAHPING VALUES .0100, .0200, .osoo, I "' r \ \ *I-I I 1---" \ ' -I \ " v ...... / -.;; ,..., if. ---' .-'I '" r "" ;a ---/ r-.----."V ,... ""' 1.0 F R E Q U E N C Y 10.0 c c p s ) DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-13A & B Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7*15D SPECTRA-UHS COOLING TOWER OBE NORTH-SOUTH DIRECTION TOP OF ROOF 100.

2.11 2.2 2.0 ,... (I) ... t.e (.!) ._, s.e z 0 t.,. .... .... < 1.2 0:: w t.o ...J w *' (.J (.J ** < *" .2 0 .t DAMPING VALUES

  • 0100,
  • 0200,
  • 0500, l '\ ...... ,.-/ cr--\ Ll \ r-v 't. / """ r_ I '" 1/ £ I "" Q .I ,...... L' .......-.: 1.0 to.o F R E Q U E N C Y ( c p s ) DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-13A & B Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-15E SPECTRA-UHS COOLING TOWER OBE EAST-WEST DIRECTION TOP OF ROOF 1.0 ** .... (/) * .II (!) ...., .7 z 0 -.II .... < .s 0::: lJJ ..J *" lJJ u u *' < .z .l 0 .1 DAMPING VALUES .. .0100, .0200, .osoo, -V/ ...,e:,; ...... """ \ I I \ -=F \ -\ I v \ I I I.J -r / r ' \ I ' / ,.--,...... ..... -I ..... -' I I / \ 1 / / ..... -/ ' -r/ .,.. / 1.0 F R E Q U E N C Y 10.0 ( c p s ) DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-13A & B Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-15F SPECTRA-UHS COOLING TOWER OBE VERTICAL DIRECTION TOP OF ROOF 100 rA ES.W.S. PUMPS & HATCH COVERS 12'-0"x12'-0" HATCH COVER ( TYP) LOG SILLCTYP)

B---, -.......---.---------'-----, ...... I I .------j ' I j f I I _I I I I [. ' "r-v7 I : ' -r I L

  • jl : i\---_J I -0 I (J) I'-1-z :::> H.P.EL. il (_I j<fll j f 2038'-'0" J +-=-=" /' I I I (TYP) ='--=--=---, =-

I ', I _r-:, SLOPE SLOPE I 'i-I , , DN ... 1 r --1 1 1 1 , H. p I DN. . -_j I I I I (TYP) '--'-, I lr : : I L '\ I i SLOPE I L I ;_l_ \ I I DN. _ E.sw.s. 1--' *-j 1 I '1:... PUMPHOUSE I ., f-. -r, -I I : l 't I I ,-I L ------, I I . : I I I : I I ,-! LL_ I I I I .-J----1----J \ I 1 1 I I I _____ ---, I I I '! I ?.L __ ::J I I -I DN. DN_. __ j I I I I I : ! i I 1 I 1 l 111 ___ IJ.L _ _I t---_1 __ =:;;__/... \_ s E T-T-L E_M_E_N_T __ P_L_A_T_E-+--- H I z I ct EL 2002-:.2"'(TYP) TO.C. EL. 2025'-0" T.O.C. EL.1969'-4" 8 1-0 11 30 1-2" 1-i---------,__ ____ _ LA 57' 011 I 59'-0" T 116 I 0 II PLAN VIEW-E.S.W.S. PUMPHOUSE TN PN UHS. COOLING TOWER (TYP.) E.S.W.S. PUMPHOUSE I J RETENTION POND L _ _j KEY PLAN NOTE: ROOFS AND HATCHES AT EL 2038'-a*: EL 2025'-0" AND EL 2008'-9Y2' HAVE f'c "' 5000 psi MINIMUM AT 90 DAYS. ALL OTHER CONCRETE IS f 'c

  • 4 0 00 p s i MIN I MUM AT 28 DAYS. .. AIR INTAKE ........,....

AIR EXHAUST Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-1 PLAN-E.S.W.S. PUMPHOUSE . . r---t-----, , z 10-r H. P EL.2038'-8" L.P EL.2038'-6" .-----------, .. p < E.S.W.S. PUMP .. ':------J , ... *.: .. _, ..... L=-:._,2=0.=.2 5:::...'_- 0:::...'_' ___ _ r .. *------t---.-

  • *
  • H.P EL.1989'-9" LONGITUDINAL CROSS SECTION THRU E.S.W.S. PUtviPHOUSE H. P '::L.1969'-6"
  • z ID -2'-0" ( U.N.O.) ----4---<t----

,-DESIGN F'CtlD LEVEL EL.1995'-6" EL. 2000-0 _.,J . -' *j 3-o" ___ ,_, ...... I.".-.-: : .. .. .. .: : . 21 I -6" ---SIDP LOG ..->-SLOT GUt DE 33'-0" 26'-0" I EL.1978'-0" UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT . FIGURE 3.8-2 E-W SECTION E.S.W.S. PUMPHOUSE REV. 5 9/14 EL.2025'-0"( H. P.) 2'-0" (TYP U.N.O. EL. 2000'-0" (H.P.) --.---------.-- Vl _J _J SYM.ABOUT ... ... .. .. ,... '_;_** .. '---. --;-,

  • , ,: _:_ ". ;.",*,' I I .. o. :. o
  • o "
  • I II .*.
  • r , o 'r * ,, .. -

-o*: .. : i .. : : I I I I I I i I I I I I I I I I ' . 3'-0" ----f--I I I I I I I I I I 1 ..._; " X Ow I o a:: EL1978'-6" N[{ 0.: >-1-EL .1969'-6"(H. P.) I I I 1 I I I / "'x7 / "" l,/ -""' i'-1---a:: 0>-; t: : '*' 1-----'------__L._ _ _j *. :. :. L-----L------_L_---l---J""' '. *'-----* : * '*: ** -** -\. 4 .... "' -.: .. _ ;* .... .. :1 ,--.: .. ,_: .. ; . ** .*.*--SECTION A-A SYM. ABOUT E L. 2038'-8 (H. P.) -. EL. 2025'-0"(H.P.) T *L.r--------1

  • L------......1*
    -.

__ ____.t.*'.:...!..; ___ *. :......;**.:, * -r-*** .. -": :_. "--____:!..,--} /. "/' I ::-/-:; . ---* 2'-0" (TYP U.N.O.) <t_ EL.2003'-6"- f--------, .. . : -,'1\ v ..

  • jl i ___ _,
  • I.

I I I I Jl . r-(\J >-._, . EL.2000'-0"( H. P.) .. ' 1 I 1...------:--:-.----...LI \ I :*: ::

  • ,_., .*
  • 0 . .. * .. ** c;: EL.1993'-0" ----+--+--

- --* ... ' I ',. I SECTION B-B Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-3 N-S SECTIONS E.S.W.S. PUMPHOUSE TYP. ELECTRICAL DUCT BANK 3011DIA. INTAKE LINE----*/ (See Note 1) CONTROL BLDG. I 3011DIA. LI NE (See Note 1) 3011DIA. DISCHARGE LINE (See Note 1) Note 1: The ESWS intake and discharge line between the control building and the ESWS pumphouse and UHS cooling tower shown on this figure has been abandoned in place. The new routing of the ESWS intake and discharge line between the control building and the ESWS pumphouse and UHS cooling tower are shown on Figure 3.8-4, Sheet 2. PLAN VI E W -E. S. W S. UN I T 1 Y A R D P I P E L I N E S & ELEC. DUCT BANKS 411DIA. I U H.S. COOLING TOWER UN IT 1 ---t_-1---_J------------/TOP OF U. H.S. RETE NT ION POND SLOPE E.S.W.S. PUMPHOUSE L-...-+----1-J..---"" 36" DIA. DISCHARGE LINE \ 0 01 U) 01 C5 0 ,... z <!;_ E.S. W.S. PIPE Dl SCHARGE STRUCT. BOT. OF U.H.S. RETENTION POND I SLOPE-------1 oi o o: 0 tvij C'i tli gj ol o* U.H. S. RETENTION $2 $2 POND ...... z[-Zj --I \'\, __ UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT Fl GURE 3. 8-4 PLAN UNIT-1 E.S.W.S. PIPES & DUCT BANKS REV. 1 11/10 H G F E M D c B A 8 9ozn-:J WORK POINT NO. N1 N2 N3 N4 N5 N5 N7 NB N9 N10 N 11 N12 N13 N14 N15 N15 N17 N18 N19 N20 N21 N22 N23 N24 N27 N28 N29 N30 N31 N32 N33 Cl_ ELEV. 1993'-o" 1996'-0" 1992'-6" 1987'-6" 1993'-0" 1996'-0" 1992'-6" 1987'-6" 1996'-6" 1992'-6" 1987'-6" 19961-611 8 COORDINATES NORTH EAST 100.252.75 99.473.25 99.507.50 100.218.87 100.202.87 100.111.42 99.504.10 100.096.42 99.712-50 99.717.39 99.728-00 100.067.25 99.757.16 99.788.77 100.234.25 99.473.25 99.498.50 100.218.87 100.202.87 100.109.55 99.495.10 100.079.92 99.678.00 100.015-07 99.678.80 1 DO, 003. 045 99.679.05 99.988.20 99.678.00 99.711-10 100.036.08 99.759.15 99.788.77 100.086.27 99.564.31 100.11 o. 37 100.11 o. 37 99.706.30 99.711.19 99.721-00 100.071.75 99.759.61 99.788.77 99.917.500 99.564.31 99.903.921 99.564.321 E99.473.25 7 PIPELINE WORK REMARKS INTERFACE W/PUMPHOUSE PIPING (TRAIN A SUPPLY) 3Dn-90 DEG. S.R. IS.S. l FITTING IROLLED TO F!TJ 30n S.S. PIPE INTERFACE W/YARD VAULT (TRAIN A SUPPLY) 36" HOPE PIPE INTERFACE W/YARD VAULT (TRAIN A SUPPLY) 36"-45 DEG. FITTING 36"-45 DEG. FITTING 36"-45 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I INTERFACE W/TRANSITION FLANGE !CONTROL BLDG.-TRAIN A SUPPLY I INTERFACE W/PUMPHOUSE PIPING (TRAIN B SUPPLY) 30"-90 DEG. S.R. IS.S. I FITTING !ROLLED TO FITI 30 S.S. PIPE INTERFACE W/YARD VAULT (TRAIN 8 SUPPLY) 36" HOPE PIPE INTERFACE W/YARD VAULT (TRAIN B SUPPLY) 36"-45 DEG. FITTING 36"-90 DEG. FITTING 36"-22-5 DEG. FITTING 36"-90 DEG. FITTING 36"-45 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I INTERFACE W/TRANSITION FLANGE ICONTROL BLDG.-TRAIN B SUPPLY) INTERFACE W/TRANSITIDN FLANGE ICDOLING TOWER-TRAIN Al 36"-90 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I 36"-45 DEG. FITTING 36"-45 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I INTERFACE W/TRANSITION FLANGE !CONTROL BLDG.-TRAIN A RETURN! INTERFACE W/TRANSITION FLANGE !COOLING TOWER-TRAIN Bl 36"-90 DEG. FITTING I ROLLED ELBOW I 6 X 5 CONTROL BUILDING ----------------------4 3 N31nN1oi N41 N22 -----/I I I , I 1 I I ' I I I \ \ I \ I I '* I I I 'I ' I ' I 1 I _.--. --L. _______ ... --*1 / FOR DETAILS, SEE M-23EF01 PLANT NORTH 2 POINT SCHEDULE I , -I I I I I I I *' N30 I /"' ' I I I I , N21 EL.1987'-5" WORK POINT NO. N35 N35 N37 N38 N39 N40 N41 N42 N43 COORDINATES Cl_ ELEV. NORTH EAST 1993'-6" 99.903.512 99.589.516 1992'-6" 99.998.71 99.683.97 99.711.68 100.005.159 99.718.76 100.013.443 99.727.22 1987'-6" 100.040-58 99.753.50 99.788.77 1992'-6" 100.097.42 99.518.10 100.092.92 99.511.73 REMARKS 36"-45 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I 36"-45 DEG. FITTING 36"-22.5 DEG. FITTING 36"-22.5 DEG. FITTING 36"-45 DEG. FITTING INTERFACE W/TRANSITION FLANGE ICONTROL BLDG.-TRAIN B RETURN) 36"-45 DEG. FITTING 30" C.S. TRAIN "B" SUPPLY I ABANDONED I YARD VAULT-----, SEE DETAILS M-UC0321 003-HCC-30" C-U208 / 08 / .J 007-HCC-30" ----._,._---+--F D R C 0 N T * , SEE M-UC0111 & M-UC0911 . ,, ,//,// <vv "' * ' I /"\ "';JI'V co"\ / \ /""' <<: * "'0:> / , (}.. "\ _,. ' ',-,* v "\"" * , , '<.. 0;. <v'v / / "*'. " / N81 v / I / V' (_V* ' I I N29 N_ll_ I I oN28 N5o -,-1 IN27 --1-* I I I I I N65 N 5 '-+t---'7'::.,.."-,'\""-',, 4 N40 1 ' ' ,I w. p. SEE NOTE 8 W.P. W.P. E L

  • 1 9 9 2 ' -5 " ' ' 4:J :1.-\) ' ', /S c., ' ' I ' I EL. 1987' -73/s"-, N68 N16 EL-1992'-5" I I N36',, I ' I I ' I ) , I ' I ' ' ' ----------------------------------t--! N17N18 4 SEE NOTE 8 N54 I '-"o I I I I NO I 0'> I I 0'> I I .,-I , I *o , I lDI _jl :::: I 1 W lD Nl 1 Q'>l N ml en EL.1987'-73,8" ',, ITYP. ,,,,,,, TRENCH W.P. -, ()'> W.P. EL.1992'-5"
  • I ..JO WI I I I I I I I I r::v1 N53, 1 rn ,/N67 _j w ' ' ' ' ,/ / )N71 ,' '( ' ' ' ' ' ' I II 1\. / N66( / EL.1 993 -5::.J YN52 / (N70 ['C) I u N <{ I ('C) 0) 0 J c@ J S I M ------/ ' ', 1/gn ;[ \ II 1 i I ; W. P. ! 1123 -;-*----E L. 1 9 9 5' -6" @, J----1* .. ,_-_ _/ L, """" ,. SEE M-UC0211 N42 N43 UHS COOLING TOWER ' I , E99.561.5 ', 7 '70 ', ' ', ', C\, ', J6' ', -;:.. ',,, -------------------------------+-------<t----------------------1 ' I ' of L[) 0 0
  • 0 0 -z ! I PIPELINE WORK ' ',,,,, ', /W.P. N35y EL. 1 993' -5" /--------, : l I . \ I I '; I I I f I , I I 1 il I N33 w.P. EL-1 996' -6" ' -----T-\ ---/-J -U208 ,--'/ <TYP. ALL CONCRETE STRUCTURE INTERFACES) FOR DETAILS, SEE M-UC0211 POINT SCHEDULE ( CONTi WORK COORDINATES POINT Cl_ ELEV. REMARKS NO. NORTH EAST N62 1993'-6" 100.110-37 99.605.00 36" 45 DEG. FITTING I ROLLED TO FIT w. p. ELEV. I N63 1992'-6 100.089.92 99.625-45 ' N54 ' 99.676.70 36"-45 DEG. FITTING N55 100.110.37 99.697.15 ' 36"-45 PUMPHOUSE 7 0 N '-" N . 0 0 z 6 PLAN VIEW 5 4 N55 N67 N58 N59 N70 N71 N72 1993'-o" N73 ' N74 1996'-o" N75 1992'-6" N75 1996'-0" N77 1992'-6" 100.097.42 99.607.95 DEG. FITTING 100.084.92 99.620.45 ' ' 99.689.77 36"-45 DEG. FITTING 100.096.42 99.701.27 ' 100.092.92 99.602-45 36"-45 DEG. FITTING 100.079.92 99.615.45 ' 100.252.75 99.500-25 30"-22.5 DEG., IS.S.I LR FITTING 100.234.25 99.491.25 ' 100.190.42 99.507.50 36"-45 DEG. FITTING !ROLLED TO FITI 100.185.53 99.504.10 100.190.42 99.498.50 100.185.53 99.495.10 3 2 4 D ) 1 NOTES 1. FOR DETAILS OF THE ABANDONED BURIED ESW PIPING AND THE 36 GRAVITY DRAIN LINES. SEE DRAWINGS C-U201. C-U202 & C-U204. 2. WHERE NOT PROTECTED BY CONCRETE. THE TOP OF THE ESW PIPING SHALL BE BURIED UNDER A MINIMUM OF 4'-6 OF SOIL FOR TORNADO. MISSILE AND FREEZE PROTECTION. 3. THE BURIED HOPE ESW PIPING HAS BEEN DESIGNED FOR A STANDARD AASHTO TRUCK IHS20-44) LOADING OF 400 PSF AT A DEPTH OF 4 FEET. ANY TRANSPORT OF HEAVY LOADS EXCEEDING THE HS20-44 LOADING MUST BE EVALUATED AND MUST NOT EXCEED 1650 PSF AT A DEPTH OF 4 FEET I REF. CALCULATION 2007-16760). 4. ESW UNDERGROUND HOPE PIPING IS TO BE INSTALLED IN ACCORDANCE WITH SPECIFICATION S-1080. 5. THE BURIED PIPING WORKING POINT COORDINATES FOR EAST & NORTH ARE WITHIN +/-12" AND +/-3 FOR WORKING POINT ELEVATION. UNLESS NOTED OTHERWISE. 6. TYPICAL PIPING TRENCH DETAILS ARE PROVIDED IN SECTIONS 1. 2. 3 AND 8 OF DRAWING C-U208. THESE DETAILS SHOULD BE USED AS APPLICABLE WHENEVER OTHER DETAILS ARE NOT SPECIFIED . 7. WELD J 0 I NTS REFERENCED TO THIS NOTE WERE INSTALLED USING BACKING RINGS. 8. IN AREAS "PERMANENTLY REMOVED FROM SERVICE" 9. REFERENCING THIS NOTE: SECURITY BARRIER HAS BEEN INSTALLED IN PIPING PER MP 17-0017 AS GOVERNED BY NEI 09-05: GUIDANCE ON PROTECTION OF UNATTENDED OPENINGS THAT INTERSECT A SECURITY BOUNDARY. DENOTES EQUIPMENT PERMANENTLY REMOVED FROM SERVICE AND MAY NOT BE LOCATED AS SHOWN. REFERENCE DRAWINGS C-U208 ESW REPLACEMENT PIPING TRENCH DETAILS C-U209 ESW SUPPLY LINE YARD VAULT PLANS & SECTIONS C-UC516 UHS COOLING TOWER PENETRATION ROOMS -PLANS M-23EF01 PIPING ISOMETRIC ESSENTIAL SERVICE WATER SYSTEM CONTROL BLDG IA&BlTRAINS M-UC0111 SMALL PIPE SPOOL ORTHOGRAPHIC ESWS PUMPHOUSE M-UC0211 UHS COOLING TOWER PIPING PLANS & SECTIONS M-UC0321 ESW SUPPLY LINE YARD VAULTS PIPING PLANS & SECTIONS M-UC0911 ESWS PUMPHOUSE PIPING SECTIONS & DETALS REV. DATE 1 021010 DRAWN CHKO. SUPV. MAL T JC TWS INCORP. MP 07-0066. FCN-14. FCN-19, FCN-24. REV. DATE 2 02 031 1 DRAWN CHKO. SUPV. MAL T JC TWS INCORP. CAR 201010010. REV. DATE 3 09031 4 DRAWN CHKD. SUPV. MAL RLW DME INCORP. CAR 201404565, ACTION 1. REV. DATE H G F E M D c 4 1 oo917 B fnoiiRAcwwclN "'cH'iK'ii'o _'T-i-Ts uTopvv .-1 MAL RLW DME DRAWN I DATE I N/A CHKD. IDATEI N/A SUPV. !DATE I N/A INCORP. MP 17-0017. REV. O. AS-BUILT E.S.W.S. REPLACEMENT YARD PIPING PLAN FSAR SA FIGURE 3.8-4 SHEET 2 APPD. IDATEI LOCATION N/A CLASS CALLAWAY ENERGY CENTER UNION ELECTRIC COMPANY ST. LOUIS, MO. C-U206 1 4 A CALLAWAY - SA Figure 3.8-5 has been deleted CALLAWAY - SA Figure 3.8-6 has been deleted ww
!a._ z-e-(./) w 0
:: _j w d c5 !---= 0 I b .::: 0 I b UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-7 SECTION THROUGH E.S.W.S. PIPES & DUCT BANKS REV.1 11/10 i> .... .,_ 1. : Jl *. GRADE WOOD CLOSURE PIECE OR APPROVED EQUAL-------, PERFORATE TO RELEASE AIR AS REQUIRED PIPE

/ ,. EL.1994-9 FILLER MATERIAL FOAMED-/ // 7-6 IN-PLACE AFTER PIPE INSTALLATION. // 15,0' C.M.P. GALV.& COATED WITH COAL-TAR ENAMEL, 14 GA.,2S/:tx}2// CORR. 4"",¢ DISCHARGE PIPE PENETRATION-E.S.W.S. PUMPHOUSE Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3. 8-8 PIPE PENATRATION DETAILS SHEET-1 BOOT RTV CAULK (TYP) S.S. HOSE CLAMPS OR 3/4" BANDING EXTERIOR FACE OF WA L l:-------tl--t BOOT PENETRATION SEALS NOTES: 1. Fill sleeve with filler material (RTV foam) with in approximately 2 to 3 inches of exterior end & 1 to 2 inches from interior end. 2. Install approximately 1/2" of RTV caulk on sleeve & filler material interface as shown. UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-8 9 .1/ 4& 30DIA. PIPE PENETRATION DETArLS SHEET-2 REV. 1 11/10 w (j) 0 )> WOOD CLOSURE PIECE. DO NOT (1 :c. ATTACH TO CONCRETE, .* LUBRICATE SURFACE NEXT TO CONCRETE WITH LUBRAPLATE OR APPROVED EQUAL-. . ' . LG. CMP 18GA. WI 3x 1* CORR. ( GALV l WOOD CLOSURE PIECE OR APPROVED EQUAL. Ft. V4" BUTT WELD PREP END OF PIPE. '--:-:::---,---d== (COOLiNG TOWER DISCHARGE TRENCH Cf_36"¢ PIPE & SLEEVE i--lll---'1-19 90 1-(!"__ L1501to RF WELDING NECK FLANGE PER API 605 w; BOLT CiRCLE DRILLED & TAPPED 44 PLACES 7,ti DIA. COARSE THREAD SERIES BOLTS IN ACCORDANCE wj ANSI 81.1, CLASS 2A Fit. 36" cf:> DISCHARGE PIPE PENETRATION-U.H.S. COOLING TOWER O>:D --(I) 0 b 36"4>DISCHARGE PIPE WELD PREP 11'-o" (REF) PENETRATION-U.H.S. DISCHARGE STRUCTUR OUTSIDE WALL OF PRE MOLDED FILLER TO BE REMOVED AFTER CONC. HARDENS. GREASE ING SURFACES. FOR EASY 0.: >-1--REMOVAL. THIS AREA 511 I (TYP) PREMOLDED FlLLER (ALL AROUND AT SLAR ONLY) DUCT BANK ENTRANCE DETAILS AT E.S.WS. PUMPHOUSE SCALE 2" = 1'-0" AROUND) // ./ /-1* PREMOLDED FILLER (ALL AROUND) PVC CONDUIT Rev. OL-0 6/86 __ N __ DUCT BANK ENTRANCE DETAIL AT MANHOLES & U.H.S. COOLING TOWER(SIM.) CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT Fl GU RE 3.8-10 DUCT BANK ENTRANCE DETAILS V} w -0:: <l: > -w -' (\j GRAVEL REMOVABLE MAN HOLE ROOF 0 _, ... WATERPROOF COMPRESSION SEAL( TYP) GALV.STEEL GRTG. A L 0 -' 0 '""" -----1: SECTION A-A ' . ... , .. . * .. 20'-6 11 ... __ CELL A CE LL B *

  • I;------------1 I : ,
  • I I '----*
  • I I I I I I * ---* * ,.-,, I I
  • I I. IL __ jl * * * ---*
  • I I I I I
  • I Ia __ I
  • I 11'-0'1 _j 1----* 1'-6" TYP. COVER Ya"<PANCHOR BOLT ( 14 PLCS) A _j 0 I 0 A LIFTING EYE M.H. COVER I (TYP) L * * * *
  • r---------

,-------, j I I I I I I . I I ..... !

  • 0 I ,, ,, .I I I
  • I I
  • I
  • 0 ., I* * ... I IL __ _!I I I I I I I, l [TT '* -. . . ,.-I IT I I L ----J L_ ___ _j SIM. '""" * * * * * ---------'-LIFTING EYE t M. H. ROOF TYP. ANC. ( TY P) BOLT 20'-6" PLANS-ELEC.MANHOLES NOTE: FOR MANHOLE ROOF AND COVER f'c
  • 5000 psi MINIMUM AT 90 DAYS Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT Fl GURE 3. 8-11 E.S.W.S. MANHOLES

-'-'--------

TRAiN "t> A._j SEE FIG 3.9-13 10"-f.-lTYP.) 7 c 4" (TYP) 4i '-5" (TY?) (TYPJ 11>>'-10 ,yp ! PLAN VlEW-UH.S.

COOLING TOWER POND I I _ __J TN V.H.S , ESWS COOLING TOWER PUNPHOUSE B J SEE FIG 3.8-14 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-12 PLAN-U.H.S. COOL! NG TO\NER REV. 12 11/10 EL1999'-6" '// FAN STACK-r--FAN----. CORBEL 1 1 j I EL.2055'-0" I .. , . . J I 1 0 ....J 0 a:co L U.H.S. COOLING TOWER *D *(r j.:_:F-' SYM ABOUT (U.N.O) r I ----,1.. A T.O.FAN DECK H. P. EL. 203 5'-0 EL.2033'-0 II 2'-0" 3'-o" 5'-0 5'-0" r 2'-0" 1 r : f ELl M I TY P) ill 1 '-O ( r) 1 rJ:CORRUGATED FILL( TYP) +-----+--1----- r-r r : :* . 6

  • 0 lllil!iil*'llill!ll

\2 1---------1: 1111111'; r:Jc+--,.... .*

o::,...*,_'" ___ -. __ ...,_o o . "
  • o. ..... L8"x 12" CONC. B M. 1'-0" SECTION A-A SEE FIG. 3.8-12 NOTE: SLAB AND HATCH COVER AT EL 2069'*6" AND BASE SLAB HAVE f'c
  • 5000 psi MINIMUM AT 90 DAYS. ALL OTHER CONCRETE HAS f'c: 4000 psi MINIMUM AT 28 DAYS. OPEN ..--!--= > a:: I z 0 (/) a.. <( w D.. I-a:: 0:: :!zU) (") z w 0<(U) ..--3 I 0 co -0 uo..<C f-a:>z ('I') u f-1-c:(<[ u3:>-w w (9

(/) z ...J...Jw 0:: -UJ...JLL :::> _j z<(<t (9 0 oUU> -I 0 z _J LL. w u <[ ::::>> z 1.15 Li: I ::> c I (/) (/) I :-f 1\) EL 2020 / -71f2(H.P.) a **v<; EL 2014 / /,-... '.' -6 ...:...:...:..: ,** .. /! .. _.. / 1' / /. 1-0 2-0 (TYP) TYP. El m:::o -co 85:< 0 r 6 EL 1987-Q C'""" HATCH COVER 1 tr' ,I L wr __ ,;-,*-.*: A I q .. 'I I .. ;*A_ "o Cl I ' I >-............ 01 tS L---,....-/ // :4:* .. EL 2000-2 (H. P.) *d *:.c. .. -p ---.... 4

  • t ., . . I ... / . ,' AIR INTAKE \:.!7 -+ AIR EXHAUST SECTION c-c
  • < ?iW lEO<; :)n -:) EL.2081 '-9" I ::J 0 2"'" 0:: <.9
  • .:* *:: ______________________________
  • ,_
    1 z II> *--! _f-.---AB ' SEE NOTE.*16 -lf-4 OFFSET TO rf --THIS SHEET )' -Olll ._1. mz . . ' ... 2 ;;: .... ,, ,. ' . .. , .. .' . MISS AB __ __J T \o (TYP.) 1 '-0" lL

"" *t t* r' h _:.4 @ 3'-o" 1 V " (HOOK TO CROSS AB) #4 STIRRUPS AT

  • _9 4 FOR EACH END

.. "*Qc+: OF BEAM, BALANCE AT

  • 0

' I * "q ** * ::. '.q . . ' . ' .. . . . ::J 0 0:: <.9

  • 4 SPLICE TO VERTICALS N -... 0 ' I N
  • Ill' '-.". . . .. .. . .

CROSSTIES AT INTERSECTION OF HORIZ. & VERTICALS C J I----SEE NOTE41'17 THIS SHEET (TYP.) E.F . 1':--rr--'lr.=J==J=-20-*111@6 EF(USE CLASS'B'SPLICE,ONE 60'BAR SIZE E NOTES CONTINUED FROM DWG. C-UC502, 16. THESE SURFACES SHALL BE Fl NISHED SMOOTH & BE IN PLANE TO +/-

17. THESE SURFACES SHALL BE VERT. PLANE TO + 3js". FLAT & IN 18. HOR. REINF. LAP SPLICES AT VERT. C.J. SHALL BE CLASS "c" AS DEFINED IN A.C.I. 318-71. (PER TABLE VIII ,CRSI REINF. BAR SPLICES) U. N.O.

CROSSTIES AT HORIZONTALS<- .* ::. (V) # 2 PER STIRRUP c--o . (L --........._ SEE NOTE 24 m )J. (TYP) NF & FF ' I @ 1/2 CLR. I (\. ONE REQD. LG, Alt EACH LAYER> EACH DIRECTION, -lll SEE (TYP) HOOK END OF BAR IN OUTER WALL. NOTE "25-liJ 19. HOR. REINF. LAP SPLICES SHALL BE STAGGERED WHERE POSSIBLE. SPLICES (U.NO) WHEN STAGGERED SHALL BE CL.ASS "B" AS DEFINED lN A.C.I. 318-71. (PER TABLE VIII , CRSI REINF. BAR SPLICES) Ol

  • 11 I .11 E.F., SPACE AT 6 FOR 10-0 FROM EACH END -<.Ovj -l t-' "<!' * (V)Z .<.0 I 'to 0.. w w:z: 0<( ,, ., . w , , u m oz "0 u ------T.O. BASE r-

' - 1- _l__--LJ---l-.:__ _ _____,';-- __

  • ____

"--" 4-:. ' . 1-0"' EL.2055'-o" ./ PEN

  • r 28-8 *
  • 8-0 OPEN ' . E L.1997-6-.. _ > . _
>. -** *.**-**-4** ..

... .* *-_ ... __ --.;:*.:. ' . ' . G C,:::LC506 , 5-0

  • 0 (V)+--L-+/--"------L

\ol6 E F(USE CLASS ,B, SPLICE, ONE 60' BAR & ONE REQD LG, ALT EACH LAYER, EACH DIRECTION. HOOK END OF BAR IN OUTER WALL. TYP SECTION THRU ELIMINATOR BEAM SECTION B SCALE '---.--# 2-9 T & B 1./) 0 0:: ... *: lA OF BEAM ,BALANCE AT 2'-o" .. *.*V . t--t-.. o!H---2-*4 AT EA. BEAM INTERSECT ION u #'" ,, 0 ' I N . . ' . . !"* * . . . " u

  • DE T s ( I I . :, -,: " I I 1 4" ( TYP.) *4 SPLICE TO VERTICALS SECTION /c'\ SCALE

,-./ NOTE :SEE PARTIAL PLAN BELOW FOR EMBEDDED PLATES IN CONC. DEEP BEAMS. ' .. 2-0 **/. ' . . . . . . ' . '4 ... 0 I -.--* . ' 1'. -. -.. , -" .. , ir' * ... :: '*;4 USE CLASS 'B'SPLICE, ONE 60' BAR & ONE REQD. LQ., ALT. EACH LAYER, EACH DIRECTION. HOOK END OF BAR IN OUTER WALL. PER CONC DEEP BM)

  • 1 1'2 CLR. (TYP.) DETA:L 1 ' ,-* *** *l:l * * *** .... . :a-* . '6'. :4: .. **.,.*.:.*.. .

.* .. *.* ** .A *..* *:* EL 2018-6' . : 13-o* / ,-._.:....d'+'

"'-"--",..._.._.____., X T.O. INTERIOR / E L, 2010'-o" l .._____

COOLING TOWER PENETRATION ROOM SEE DWG. C-UC516 1,/ 1 1V: II : .. *. &>; *.

  • 5'-o" 3-4 2 -f-f-f-,,1--__j SECTION / D'

/ "' SCALE ,--::,. # 9(Ql12 --.-+---+- --1--. N -I ['. 1\ 0 Ol ,I Ul ::". : ".4 . . : ' .. ----------FOR TYP. REINF. OPNG. SEE DEt ( 1 \ **4 .Q:Z.015 ' .. EL1999-6 ,, 0J 0 , 3'**--, (\J EL. 20 3-\ , ,, * * /-------r-- ,..-T - __ __ +-_____________________ r--..--. --, / 1 * '--."l* *o * ' / " -I _..,-*.

  • , r/7. 'f7* 1 L..::c ' I * * '* ... * '1' 1 ,rf-'T-*-------------/
* *. *: i.....__--:-:

_.c-' *. _____ -t---It------ .. -+--------+-- I E'=-. 1993'-6 "'.'-, -r-----c:;:=# -0 "" 11-----11 ' I (\J a:J ' I " U.H.S. COO LING TOWER SYM. ABOUT ( U N 0 ) , -'\-31 -7 *' 0 ' I *: .( + -+--------------------+I ---+<<"-/-------7------ ..

--=::::::::::::::

..........

    • . 2-6 // .<:-. '<(/ NOTE* FOR EMBEDDED PIPE SEE DWG. M-UC0211.

<t:.. U.H.S. COOLING TOWER SYM. ABOUT L. ;'-o 2'-o* FROM <l OF COOLING TOWER 6" DEEP SILICONE RTV FOAM IN ANNULAR AREA CONCRETE COLLAR AT PIPE --'.,+. -. .. --------------:::-=+--INSIDE FACE OF DETAIL

20. CABLE SUPPORT INSERTS TO BE FIELD CUT AT INTERFERENCES WITH EMBED PLATES. 21. ALL DOWELS (REINFORCING STEEL) EXTENDING FROM THE UNIT 2 BASE SLAB SHALL BE GALV. PER ASTM A123-73 (U.N.O.) 22. CONCRETE FINI SHING,AFTER REMOVAL OF FORMS, SHALL BE IN ACCORDANCE WITH SPECIFICATION C 103 AS FOLLOWS: INTERIOR WALLS & CEILINGS AS PER PARAGRAPH 14.1.1 . INTERIOR FLOORS AS PER PARAGRAPH 13.1.3 EXTERIOR WALLS AS PER PARAGRAPH 14.1.1 EXTERIOR FLAT SLABS AS PER PARAGRAPH 13.1,2 23. DOWELS 16FT OR LONGER EXTENDING FROM THE UNIT-1 BASE SLAB MAY BE CUT & MECHANICALLY SPLICED AT THE CONTRACTOR'S OPTION WITH OWNER'S APPROVAL PROVIDING THE FOLLOWING REQUIREMENTS ARE MET a. SPEC. C-115 (0) b. SPEC. C-112(Q),ESPECIALLY SECT.8.4 . c. SPLICES ARE STAGGERED AT LEAST ONE (1) FOOT FROM SPLICES ON ADJACENT.

REINF. BARS . c. CENTERLINES OF SPLICES ARE . LOCATED NO CLOSER THAN THREE(3) FEET FROM THE CONCR. FACE . 24, CONCRETE CLEAR COVER AT ELIMINATOR BEAMS SHALL HAVE A TOLERANCE OF MINUSO" PLUSV2" 25. DOWELS EXTEND! NG FROM UNIT 2 BASE SLAB MAY BE PAINTED WITH "DIMETCOTE 6" IN LIEU OF GALVANIZING. PRIOR TO PLACING CONCRETE AROUND THE PAINTED PORTION OF REBAR, SANDBLASTING SHALL BE USED TO REMOVE ALL PAl NT F'OR C.Ot-.IIIIJUAIION SEE DW,G. C-UCS04. REFERENCE DRAWINGS *CONTINUED FROM DWG. C-UC502 M*WC0211 U.H.S COOLING TOWER PIPING PLAN & SECTIONS C-2012 C-2020 C-2033 c 2035 C-U001 C-U002 c-uo03 C-U004 C-U005 CIVIL STRUCTURAL STANDARDS l CIVIL STRUCTURAL STANDARDS ANCHOR. BOLT DETS. EMBEDDED FRAME DETS. EMBEDDED SLEEVE DETS. EMBEDDED PLATE DETS. fVIISC. EMBEDS DETS. . 14. MATERIAL RESPONSIBILITY CONTINUED FROM DWG. CUC502. FURNISHING OF HANDFIAILS & TOE PLATES UNDER SPEC. C-131. 15. FURNISHING OF REINFORCING MECHAN.ICAL SPLICES UNDER SPEC. C-114, 16, ANCHOR SLEEVES HIGH DENSITY POLYc. ETHYLENE PLASTIC AS MANUFACTURED BY. WI-LSON PLASTIC SLLEEVE INC, OR APPROVED: EQUAL SHALL BE PROCURED BY OWNER. FOR CONTINUATION SEE DWG. C-UC504. H 1-G 1--F E D c * .. *o / WEST WALL 1---H * *' f-r---,----,--r--+--rr-_L.._---nr-. . ' B 021010 INCORP. MP 07-0066, FCN-24. MAL TJC N/A TWS N17U4 8 I 7 SECTION I' A"j C-UC503 SEE DWG C-UC501 C-UC502 C-UC512 6 5

  • I CONC. DEEP-+< -.. 0 .--' 'I!) BEAMS \ '0 '-+-1--++--f-{EP U 08A) 0 L _ __J L.... ,.. ., : * ... .----., ,--., ,-----',

,........ ll . * * * * * (lo. __ r ' , ___ \_ s"'x12'CONC. BMS.(TYP.) REFLECTED PARTIAL PLAN UNDERSIDE OF ' ,, CONCRETE BEAMS AT EL.2010-6 SCALE: 1'-o* 4 3 I OES PROJ NO. DATE REVISIONS BY CHK s-UPV ENGR ENGR APPR scALENOTEDioATE In/ 1 !loloEsiGNEDTJ CHIE 1/lt.) .. ,;,-BECHTEL GAITHERSBURG, MARYLAND SNUPPS U.H.S. COOLING TOWER CONCRETE NEAT L.INE & REINFORCING SECTIONS & DE TAlL S -SHT 1 UTILITY DRAWING NO. **v AS-BUILT JOB NO. BECHTIIL DRAWING NO. 10884 C-UC503 ( 13 DRAWING APPLICABLE TO UNITS lXI 2 I I::S: ;e:_ XI;&:: . I -I , . z,srTE AE DISTR .. i16FEB76I 1 34x+4 "E"

  • SIZE 1-* A I OUTLET ' STRUCTURE

-::\ SEE FIG. 3.8-16 \ N '0:o <<rcr lOI--mZ Ollj z*a_ FINAL GRADE EL.1999. 50'---MAKEUP WATER LINE E99,010.00 ol 0 0. co Ol Ol_ Ol Ol z z /-E.L.2003. 50 E.L.19 99.50 POND 8. E.SWS. PUMPHOUSE \ -INTERSECTION OF FINISHED POND SLOPE RIPRAP WITH FINAL GRADE FINAL GRADE EL. 2003.50' PLANT ROAD 1 . t--PLACED RIPRAP (SPLAS 1 ZONE) DUMPED RIP RAP -------1i"r"U.'-'-H:':S.'-:-:R::7E":::TE.tJTION POND & 1: OUTLET STRUCTURE -"7"EL.1987. 50' --94'R(TYP. FOR FINAL GRADE EL.199950') !-------BOTTOM OF POND EL. 1977. LRIPRAP & FILTER SEE TYPICAL SECTION -FINAL GRADE EL .1999. 50' E9Q271.2o E9 360.25 Cl DISCHARGE STRUCTURE UNIT 1 BELOW .,__-+----t+,---,-J 25 E.SWS. PUMPHOUSE 0 () N <0 N a 0 z LOCATION PLAN SCALE. 1"=40*-o* 0 0 <0 N <() 0 0 z oo '<1: 2&? " -oz 0<1: ZD.. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-15 PLAN U.H.S. RETENTION POND 'lJ r )> ;r: z f.!> 0 :::0 c fTl ..., ..., r m rn z ..., ..., -(/) 0 ..., z :::0 c 'lJ 0 0 -1 z c 0 :::0 fTl ., -(j) c :::0 fTl w . (l) I (J) SEE FIG_ 3.8-17 "'TJ z c )> z r cnoo l>:J>z "'Tir-m I'Tlr-r- -<:eo J>)>-4 z ::D J>-<o r<;!!o cnz3: :::o-t., f'T1 )> "1J z -< O>JJ --ro co< m. 0 r;-0 ------------- I, WF--__ :::\ -I I / f -__ . 'o <D t' : .* ' I <D --! 1. i :L<?:_L_ r 'm I __ Ll __ -_____1___ ---j-----:_: --__ ft____JJ __ (')I I 5-o 9-o 14'-0" r , I 34'-o" I 3 1 3 1 OUTLET STRUCTURE-PLAN 3' 1 j E99,271.25 EL.1995.oo'

  • '-o'Rr I oo' 4 PER TH--6" MIN. (U.N.O.) EL.1999.507 I FINAL GRADE & SLOPE /FILTER CLOTH V4PER FT 5"MIN.COARSE MATERIAL MIRAFI 140 OR EQUAL BFLOW COARSE FILTER MAT'L SECTION © SEE FIG.3.8-16 (T YP.) EXTENT OF CLOTH Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-17 SECTION) OUTLET STRUCTURE U.H.S. RETENTION POND IU.H.S POND 1 SLOPE I / " ' EL 50 PIPE I ,:;_____ ------_,.L:--1--

CJ. 12'-o" DISCHARGE STRUCTURE-PLAN SCALE 1'-0" 36" 4> PIPE IN PLACE 11-o" SECTION I II 5-0 1'-o" RIPRA? SLOPE AS SHOWN rBOT U.H.S. POND j EL 1977. 50' 6" COARSE Rev. OL-O FILTER MAT' L. 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-18 DISCHARGE STRUCTURE U.H.S. RETENTION POND}}

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