ML21194A342
| ML21194A342 | |
| Person / Time | |
|---|---|
| Site: | Callaway  |
| Issue date: | 06/22/2021 |
| From: | Ameren Missouri |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML21195A333 | List:
|
| References | |
| ULNRC-06673 | |
| Download: ML21194A342 (1) | |
Text
{{#Wiki_filter:ESWS PUMP HOUSE FLOOR L.2000.0 TOP OF WAVE @ EL.1998.80'
..__11--IOO PSF
,.._---CASE 1 WAVE PRESSURE PUMP WELL DISTRIBUTION POND BOTTOM EL 1978. 00' EL.1977. '
Rev. OL-0 OPSF 6186 EL;1969. 3 3' UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3. 4-1 NOT TO SCALE WAVE PRES SURE CASE 1 E.S.W.S. PUMPHOUSE
E SWS *tr. (j: PUMP HOOSE . ' (j: 0 :..*p TOP OF WAVE @ E L 2001.00' FLOOR '&I EL. 2000.
,~*o*.. *0
* ., , 0. A
*. "0:
;* **ca l ,
-- 343 PSF SWL 1995. 50' PUMP WELL
,__---CASE 2 WAVE PRESSURE DISTRIBUTION POND BOTTOM EL. 1977.5 '
Rev. OL*O 6/86 1969. 33' UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.4-2 NOT TO SCALE WAVE PRESSURE CASE 2 E.S.W.S. PUMPHOUSE
TN PN FUEL OIL STORAGE AND VAULTS l\\\Sl STRUCTURES HOUSING SYSTEMS & COMPONENTS THAT ARE ESSENTIAL IN ATTAINING &MAINTAINING A SAFE SHUTDOWN OF THE PLANT.
- FOR CRITICAL STRUCTURES NON POWER BLOCK 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 6~~~~~~~~-r~~~~~~~,~~~~~~~7P~~~~~~~~~~~~~~~~~~
.,u
- = 4h4~~~~~~~~~~~~~~~~~~+r~~~~~~~~~~~~~~r.r~~~~
(.) 0 ...J ~ 2~~~~~~~~~~47~+h~~~~~~~~~~~~~~~~~~~~~~~~~~L¥~~~~~~ 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
FREQUENCY (cps) 100 20 15 I() 7 07 05 03 02 015 01 '= u 0 ...J ~ 2:~~~~~~~~~~~~-+hYnM~~~~~~~~~*~~-x~~~~~~~~~~~~~~+L~~~~~~ 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
0
':1 I
N 0 0 I N 0 {!) u z c ..... 0 1- N a: 0:: ... UJ J UJ u u 0 a: aJ I 0 0
':1 0
0 0 a:+------.--.--.-.-r,-~r-----~--~~-r~~. . ------r--.--.-.-..-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
(\J 0 0 (\J 0 CD u z D .... 0 (\J 1-a: .... 0:: UJ ...J UJ u u 0 a: co 0 0 0 0 0 0 [ [ I II
- o. 10 1. 00 10.00 100.
FREQUENCY CHZl Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-4 HORIZONTAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 7% DAMPING
N 0 0 N 0 w ....u"' zt) 1-0 N a: a:: ... UJ
.J UJ
(.J (.J 0 a: IXl 0 0
- 1 0
0 0 0+-----.---~-r-r,-~~----~--~~~~~rrr-----~--.-.-.-~-r~
- 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 N 0 0 0 OJ 0 0 z t) 0 cr: a:: (0 0 IIJ .J IIJ u u 0 cr:
;: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
0 N 0 0 0 a:l 0 u z ....0 0 ...a: a: CD 0 ILl ..J ILl u u 0 a: :1 0 0 N 0 0 0 a+-----~--~~~~~~----~~~--~~~~~----~--~~~~~~ 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
0 N 0 0 0 ,.. 0 (Il (.;) z ....t:J 0 a: cr CD 0 IJJ -l IJJ (..) (..) 0 a: ~ 0 0 N 0 0 0 a'+-----~--~~~~~~-----r--.--r-r,-rrrr-----r--11-r-r-rrTII
- 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
~
0 0 0 N L'l ("') z ....c 0 a: a::
~
N w ..J w u u 0 a: (CJ 0 0 0 ci+-----.---~-r-r.-~~----~~~--~~~~~----~--~~-r~~~ 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 CD 0 0 If) 0 0
~
0 ....0 z 0 .... 0 1-a: Q: (") 0 UJ .J UJ (.} (.} 0 ct N 0
...0.
0 0 0 0+-----.---~-r-..-rT~----~--~--r-~-r~~----~--~-r-r~~~ 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
SSE= 0.20g OBE=0.12g LAYER TYPICAL TYPICAL UNIT MATERIAL THICKNESS TYPICAL TYPICAL POISSON'S WEIGHT REMARKS SHEAR SHEAR RATIO (FEET) MODULUS DAMPING MODULUS DAMPING (PCF) G (KSF) FRACTION G (KSF) FRACTION MODIFIED LOESS 430 .057 540 .045 STRAIN DEPENDENT SHEAR MODULUS 1 11.5 TO TO TO TO .4 7 126 AND DAMPING. Gmax= 978 (KSF) AT ACCRETION GLEY 6.5 320 .075 400 .059 540T0380 .060T0.082 530T0470 .051T0.066 960
.47 127 - .0001°/o STRAIN.
STRAIN DEPENDENT SHEAR MODULUS~ GLACIAL Tl LL .056 112 3 0 .048 ~AND DAMPING. G max= 3,560 (KSF) AT J~o 10.0 TO TO .47 134 .0001°/o STRAIN
- 620 .698 . 063 w GRAYDON 25.5 10,940 .037 12,360 .033 .39 138 ~STRAIN DEPENDENT SHEAR MODULUS, 0 CHERT TO TO TO TO AND DAMPING. G max= 5,504(KSF) AT
<( 40 CONGLOMERATE 8,990 .043 111050 .037 .0001 °/o STRAIN.
0::: <.9 STRAIN DEPENDENT SHEAR MODULUS1 0 50 AND DAMPING. Gmax=18 1900(KSF) AT w ~.,...,....,...,....,.+53.5
~.0001 °/o STRAIN.
I 60 BURLINGTON 1 48.5 65,380 .009 65,380 .009 .42 160 (/) BUSHBERGJ CONSTANT SHEAR MODULUS~ AND z SNYDER CREEK DAMPING. I.J... 70 AND CALLAWAY FORMATION s 80 (ROCK) 9 ~ 90 I ~ 10 0 1'-'-"..............""""-1-102.0 w COTTER- BEDROCK - - - - - -- RIGID BOUNDARY FOR FLUSH 0 110 JEFFERSON CITY PROGRAM. V5 .:::: 4,000 FPS. FORMATION 120 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
SPECTRA MASS 1::j1) (239) MODEL 185 ]201 ]219 TOP OF PEN2_f:1c:JUSE ROO£:___ EL 2038'-6"
---- --*---- - ~-
4 ll l 265
----- --*------ *-***---------- -- --- ------- - ~-
1R7 r 307 ---- ------ TOP OF ROOF EL 202 5'- 0" I* 12971
- -I
------------ ----------- --- _PUM PHOUSE
*r, FINISHED GRADE i17g)
I 2 (1) 13 (13) --- 25
~~--- ~- ~~§!:Ri+
~ 85 \ ',:
~ -
~r11
\_/-309 j
390 (39~ 45~ 460 TOP OF PUMPROOM FLOOf-1 469 2 EL 2 000'- 0" 0 I 3 (2) - 4 (~) 1\ 1/ I I
- - r--- r--- r--
!\ /
~--f-- - -~
i '
~~
l I I
\I/ -t I
I TOP OF FOREBAY MAT 1
- -- - - ~~---
I 0 I I I ~0~ -r G05l I
'r I
~~
33 57 81 I) l[) 0 I) (YJ 7
~
OJ
~I
~
r -- ---- I 1'-
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)
386 408 430 452 476 I I I 0 I I I N I I I 0 (\J 11 -~ - - ---- r--- ~-
-- r--- - ~
I I
---- 1--- ~-
t- r--* -----
' ]IJt
~
+
12 24 - 1-- f-389 -- 455 467 l[) (1_~) /241
'\. __ :; ,8~) 6~~ ~5~ fj I
(\J ~
~ "
480 481 482 516 517 50'
+
I 50'
-+- I so* 30' +- l30' 3Q' +30' +_3_Q'--i-----~* I
-t-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
140 141
~FOR DETAIL OF COOLING TOWER MODEL SEE FIGURE 3. 7-13B 132 124- -- 133 125 209 222
- 53. 0' 1 14 27 40 ~z 264 277 EL 1997'-6" G~ ~~
1.n
- 50. 5' 0i 2 (1) 152 153 GROUND LEVEL 48.0'
- 46. 5' lrl N
f--- 'ln . 15 @ 43 57 154 155 156 157 240 265
-- (@ 3 Lf) 44.0' N @) 44 58 241 "in 158 41 . 5' N
- 39. 34' ~
3 7 .17' :---- 35 .0' ........__
~~
Q 162 3 2 .0' ('f) Ln 28 .5' ('f) iii
- 25. 0' ('f) 12 0
0
§
- 15. 0' 13 2B9 26 39 166 276 0
lf)
@ @ @ @ 8 0 .0' 290 291 292 307 308 Rev. OL-0 (ALSO SEE FIGURE 3.7-138) 6/86 4.5' 4.5' 10.0' '10.0' 10.0' I 10,0' _I 10,0 I 10.0' 10.0' 10.0' 10.0' 10.0' 10.0' 10.0' 10.0' I 10.0' 10.0' 10.0' UNION ELECTRIC COMPANY
-0 -0 -0 -I - -lf) - -0 CALLAWAY PLANT lf) lf) lf) Lf) lf)
'lf) lf) lf) Ln lf)
. 0
. 0 0
. FINAL SAFETY ANALYSIS REPORT
't '3"
~I 0 0 0 <;]' 7 -.;;t '3" <;]' <;]' ~ ':;]' ':;]'
Q) Q) Q) Q) FIGURE 3.7-13A N ('f) ('f) ':;]' Lf) U) f'-.. 00 Q) 0 ..,-- {\J ('f) ('f) ':;]' l.f) \.D
...... COMPLETE MATHEMATICAL MODEL UHS COOLING TOWER NORTH-SOUTH ANALYSIS
Lf) 0 Lf) 0
~I SPECTRA
~~
'1 '1 '1 '1 co co co <0 MASS MODEL EL 2080'- 6" TOP OF ROOF 140 136.0' ------- ------
141 w _j _j 0 _J _J EL 2067'- 6" BOTTOM OF MISSILE SHl E LD .l 123.0' w VJ I VJ VJ fX VJ _j LLI _J 0:: _j w 5 _j _J _J ~ {'
;.:. _J
<(
~
3 0 w _J _j 1-I <( iD w _J VJ z z- I <( iD 0 _J (/) z z _J 0 (!)
<( 0 ......!
c
\')
~
0 0 <( lL 0 u I I 0 EL 2035'-0" TOP OF FAN DECK I I i 144 90.5' 145 B EL 2020'- 6" TOP OF POOL WALL 124 146 76.0' 125 147 EL 2 008'- 6" BOTTOM OF TOWER LEDGE EJ ~ 126 134 148 64.0' 127 135 149 EL 1997'- 6" TOP OF BASE MAT 53.0'
& GROUND LEVEL Rev. OL-0 43 57 71 85 99 113 170 184 198 212 226 240 (ALSO SEE FIGURE 3.7-13A) 6/86 UNION ELECTRIC COMPANY 44 58 ~ 7 2 §571 B6 100 114 156 157 171 185 199 213 ~ 227 241 CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-138 SUPPLEMENTAL MATHEMATICAL MODEL UHS COOLING TOWER NORTH-SOUTH ANALYSIS
DAMPING VALUES
- 0300,.
- osoo. . 0700,.
1.1 r- ~ 1.0 ti I
\
,.... ** \
\ /
en (,D .I II
' I I ._, \
m
!//
.1 z
0
.I 0::
IJJ
.s
/
I I
/
,---., I' t""'""\
........ \\.
'",\.
...J LLI
*" I / \.
I
.\
~
(.) I
/ I
(.)
.3 ..........
f
< 1/ L
.2 .,.,
/.
V/ h
":A!Y
.1 /....!.
/..4""'
~
0
.l 1.0 10.0 100 F RE Q UE NCY cc 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
DAMPING VALUES
- 0300,
- 0500,
- 0700, 1.1 J
1/ !\ 1.8 J 1/
~ Fo. ,...._,
~ 1.~ I (/) I I !\ I (.!) 1 I II _.._ IT 1.2 I I J I I z 1- v J _......\ 0 I-' J I \ .... 1.0 r N 1- \ 0:::
.I -,- r--..
UJ '( L ..J UJ .I I
~
u I '\.. u /
- I
~
*' r V_./
'I L.- v _r-
/ v ~
.z
~
~
,........ j;iiiiiii"'
te - Y- v: .- 0 1.0 10.0 100 F RE Q UE NCY cc 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
DAMPING VALUES
- 0300.
- 0500,
- 0700, 1.8 J
f7 t." rr ..... 1\ (/)
/ I
(!) 1.2 iT 7~ OJ IJ !\
/ 7 z I I I 1.0 1/ IJ 0
.... 1/ 7 -,I 1-( v \
< ** II \"""\
_.J'J :; \ \\ 0::: I m lLI ...J .8 I I
/
r-
\\'
1\_ .._ lLI j I I \\ \
*~
u 7 l7 K\ u I / I ~
///
I~ v /_./ '
/. ""
.2 A ~
A ~
~~
0
... ~
.1 t.o 10.0 100 F RE Q UE NCY cc p s )
DESIGN FLOOR RESPONSE SPECTRA MASS POINT4 Rev. OL-0 REF. FIGURE 3.7-12 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
DAMPING VALUES
- 01 oo.
- 0200.
- 0500, 1.1 ........
1.0
.9 n
(f) (.!) .e
.7 ,--
z 0 .... .e I .... I I
< I v
.s a:
LIJ
/
J
/ - ~
..J ... r I I I J \ LIJ L" ~ I { \ (.) (.) .s __... I
< r ......:-...:
_.-1 -......~
~*
.2 f
- f. ~
7
.1 /
./
_. ::;:;..o'
~
~
0
.1 1.0 10.0 100 F RE Q UENC 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
DAMPING VALUES
.0100, .0200, .osoo.
1.1
- v t.ll
(/) (.!) 1.2 If z 1.0 D 0 I .... I v 1- I l f"'"'""' < ** I I I !/
'I t1 0:::
UJ 1/ I I ---t
\ \
_J .e l r -.J \ UJ I I I \ u / II I ~.-...... u I v,..- r-J \~ r I I \Ju < *' r-- ....,..--,v Ri
~ J / '-
v lJ
.2 ,/ v~
..,... ~
,.., !.'""' 1-"
0 - 1.0 10.0 10.0 F RE Q UE NCY cc 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 3.7-14E SPECTRA - ESWS PUMPHOUSE OBE EAST-WEST DIRECTION TOP OF PENTHOUSE ROOF
DAMPIN6 VALUES
.osoo,
.0100, .0200, l.
" !/
,.., 1.2 (/) (.!) 1/ It
/
1.0 I z I 0 l .... J .... 1- ** I J I I 0:: I
' i/ I' I 1/
LLI ..J
.I
--,- I
/ \ I\
\ ~
LLI T I] / \\ \ u I/ ..... \ '- u *' I ___. ~I' [.7 - \.. \ h 1/ / _j;--J l./ 7 '" \ h 1'----\
.2
~~
t.,... ~
~ .....
!ll/__.1 Vj...../
0
.l
* ,.... 1.0 10,0 100 F R E Q UE NC Y CC 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 3.7-14F SPECTRA - ESWS PUMPHOUSE OBE VERTICAL DIRECTION TOP OF PENTHOUSE ROOF
DAMPING VALUES
- 0300,
- 0500,
- 0700, tt 2.8 ffi ~
2.~ (J) (!) ..... 2.0 z 0 .... 1.8 I-a: w 1.2 ...J w ff (.)
\
(.)
.e .l..
' '\.
/
/ """"' -
,/
0 1.0 10.0 100 F RE Q UE NC Y cc p s ) 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*15A SPECTRA- UHS COOLING TOWER SSE NORTH-SOUTH DIRECTION TOP OF ROOF
DAMPING VALUES
- 0300,
- 0500,
- 0700.
2..1 ..... 2.." (/) (!) ..., t\ 2..0 z 0 M t.t cr. l£.1 1.2 ..J l£.1 (J (J ** ~
~
/"
./
L
./
0
.t t.Q 10.0 l.OO F RE Q UE NCY cc p s )
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 3.7-158 SPECTRA- UHS COOLING TOWER SSE EAST-WEST DIRECTION TOP OF ROOF
DAMPING VALUES
- 0300,
- 0500,
- 0700, l.O
'-r-
** t/
I ~ CJ)
** r I \
(.!) \
\
"" *" 1'--. z # l '\
~ I 0 ** I
/I/ I\
11-4 J l' \ t- I \ I
.s I I I
./
"- "\'
a::
,r L I
I.U
** I I /
I I ..J I /
/
'\
I.U
/I
/ /'
_,/
/
(.) (.)
*' J/
I "'
/
.2 ""'"
IZ !""'-
./.h
/."/
.l ,..
/,
/~
~
0
*' F RE l,O Q UE NCY cc p s l 10.0 100 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
OAHPING VALUES
.0100, .0200, .osoo, 2.11 I
2.2 2.0 (/) r \ 1** (!)
\
"""' 1.1 I I z *I-s." 1--- " 0 .... l. 2
\
< I
\
0: 1.0 UJ ...J UJ ** 0 0 v
'~ m~
,...,/ if.
"~
~
---' . -~
*" r
'I
'""" ;a
.2
...... ~
~
r- ---,....---- ~
."V
/
0
.1 1.0 10.0 100.
F RE Q UE NC Y cc p s ) DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 Rev. OL*O REF. FIGURE 3.7-13A & B 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
DAMPING VALUES
- 0100,
- 0200,
- 0500, r~
2.11 l '\ 2.2 2.0
,... ~
(I) (.!) t.e s.e z 0 t.,. .... 1.2
/
0:: w t.o ...J w (.J *' (.J cr--\ < ** r-Ll v
\
't.
/
r_ """~'\.
*" 1/ £
~
I I
'""" Q
~
,...... ~ .I
.2 ~ L'
.......-.: ~ ~
0
.t 1.0 to.o F RE Q UE NCY ( c p s )
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 3.7-15E SPECTRA- UHS COOLING TOWER OBE EAST-WEST DIRECTION TOP OF ROOF
DAMPING VALUES
.0100, .0200, .osoo,
\
1.0 I .... I (/) \ (!)
.II z
.7
=F
\
0
.II
.s I
I - r I v I.J -r
\
\
0:::
/
' \
lJJ
/
I ..J lJJ
*" ~
u u *' ~~ - I
- I .....
I / \ < 1
/ /
.z .....
/
.,.. r/
/
.l
- ~
~
0
.1
.. ...... V/
...,e:,;
~
1.0 10.0 100 F RE Q UE NCY ( c p s ) DESIGN FLOOR RESPONSE SPECTRA Rev. OL-0 MASS POINT 4 6/86 REF. FIGURE 3.7-13A & B UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-15F SPECTRA- UHS COOLING TOWER OBE VERTICAL DIRECTION TOP OF ROOF
rA ES.W.S. PUMPS TN
~
& HATCH COVERS UHS. COOLING TOWER PN (TYP.)
12'-0"x12'-0" E.S.W.S. HATCH COVER ( TYP)
~!~ PUMPHOUSE B---, ~';S'~xH~ T9; P) 1 1
~STOP LOG SILLCTYP) ~~U.H.S.
- . . . .I. . . - - - . - - - - - - - - - I~ '-- -
il--"~ .-- -- - -j - -~ - ,' -r"'I----,.L/--------.-r----~-~ ...... I J RETENTION POND H.P.EL. ril _I (_I I I I L
~
---~j<fll I [.
*jlj
' "r-f:
v7 I j
~ I i\---_J f
I I I KEY L_ PLAN _j J I I I
~~ ='-- =--=---, =- -~---/"~
1- 2038'-'0" +-=-=" /' NOTE: ROOFS AND HATCHES AT z (TYP) I ', I EL 2038'-a*: EL 2025'- 0" AND EL 2008'- 9Y2' HAVE f'c "'
- > I~ _r-:,SLOPE SLOPE I =-=-I=~ 'i- I 5000 psi MINIMUM AT H. p EL.2008'-9j/2"-~
I DN. DN
. - _j ...
I r- - 1I I 1 1 1 1 , I 90 DAYS. ALL OTHER CONCRETE IS f 'c
- 4 0 00 p s i MIN I MUM 0 (TYP) '--'-, I lr ~ :: IL ~~ //~- '\ I iI SLOPE I AT 28 DAYS.
I (J) I'- _ E.sw.s.
'1:... PUMPHOUSE L I I ., 1--
f-.
;_l_
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~T- : ~ ~~ }-~ l 't I I ........,.... AIR EXHAUST
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\_
T.O.C. EL.1969'-4" 1-i---------,__ 8 -01 11 ____30 _ 1
- 2" 57' 011 LA I 59'-0" T Rev. OL-0 116 I 0 II 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-1 PLAN VIEW- E.S.W.S. PUMPHOUSE PLAN-E.S.W.S. PUMPHOUSE
r H. P EL . 2038'-8" L.P EL . 2038'-6"
. . r---t-----, . - - - - - - - - - - - ,p..
~ , z 10-
',.!.~
< E .S.W.S. PUMP 1-----:~*:*<**:_* ':------J L---~-' , ~**... *.: . . _, ..... ~~c_--l---===i"_.!..!:H-c..:..:P.'--.!::.:EL=-:._,2=0.=.25:::...'_-0:::...'_'____
r _--~..1--=.*
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~----~~------------,LJ
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----4---<t----
, - DESIGN F'CtlD LEVEL EL.1995 '-6" EL. 2000-0
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~
--- SIDP LOG
..->- SLOT GUt DE H .P EL.1989'-9"
~ ~-0
3-o",_. ,. . ___ ~---~r-.--~ I ~~r---- LONGITUDINAL CROSS SECTION EL.1978'-0" THRU E.S.W. S. PUtviPHOUSE H. P '::L .1969'-6" I: .. ~ ~ .. r---------------~ UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT . FIGURE 3 . 8-2 21 I -6" 33'-0" E-W SECTION E.S.W.S. PUMPHOUSE REV. 5 9/14
SYM. ABOUT ~ SYM.ABOUT ~ E L. 2038'-8 (H. P.) EL.2025'-0"( H. P.)
~~o-~:*-~-~-~,------------~-.07.-:-::,~ ...-.~0~~------------o~ ...-,*~.;-*..~
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EL. 2025'-0"(H.P.)
~~-..:..;.
T *_:;r-'-~l_ _____.t.*'.:...!..;;....:..*~*~-;_ _ _*. :......;**.:, *~-r-***--------'---~--'.. -"::_.*~_!.:~ _:_;;,*,~*;"--____:!..,--} /. '~ 2'-0" (TYP U.N.O.
---* 2'-0" (TYP U.N.O.)
EL. 2000'-0" (H.P.) "/'
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* : * '*: ** - ** -\. 4 .)~- . . . . "'
~ ~- -.: ~ .. _ ;* .... .. :1 ,--.: .. ,_: ~ .. ; . ~ ** Rev. OL-0
.*.*-- 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT SECTION A-A FIGURE 3.8-3 N-S SECTIONS E.S.W.S. PUMPHOUSE
Note 1: The ESWS intake and discharge line between the control building and the ESWS pumphouse and UHS cooling tower shown on this figure CONTROL BLDG. 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. 30 11 DIA. DISCHARGE LINE (See Note 1) TYP. ELECTRICAL DUCT BANK 30 11 DIA. INTAKE L I N E - - - - * / (See Note 1) I
**+*----~*-+
30 11 DIA. DISCHARGEf--- LI NE (See Note 1) PLAN VI E W - E. S. W S. UN I T 1 YA R D P I P E L I N E S
& ELEC. DUCT BANKS 4 11 DIA.
~DISCHARGE U H.S. COOLING TOWER UN IT 1 I \~INE
~-. ---t_-1---_J---- -------
- / T O P OF U. H.S. RETE NT ION
--+---++------~ ~ POND SLOPE E.S.W.S. PUMPHOUSE
~
L-...-+----1-J..---"" 36" DIA. DISCHARGE LINE E99360.~---- ~----~--~-----
\
0
~--~ <!;_ E.S. W.S. PIPE Dl SCHARGE STRUCT.
01 BOT. OF U.H.S. RETENTION POND I SLOPE-------1 UNION ELECTRIC COMPANY
--I U) oi o 01 o: 0 CALLAWAY PLANT C5 tvij C'i ol$2 $2o*
tli gj 0
,... FINAL SAFETY ANALYSIS REPORT z
U.H. S. RETENTION Fl GURE 3. 8-4 POND ...... z[-Zj PLAN UNIT-1
\'\, __
E.S.W.S. PIPES & DUCT BANKS REV. 1 11/10
8 7 6 5 4 3 2 1 9ozn-:J NOTES
- 1. FOR DETAILS OF THE ABANDONED BURIED X CONTROL ESW PIPING AND THE 36 GRAVITY DRAIN LINES. SEE DRAWINGS C-U201.
H BUILDING PLANT C-U202 & C-U204. H N31nN1oi N41 N22 NORTH
- 2. WHERE NOT PROTECTED BY CONCRETE.
~---------------------- ---------------------- -------------------------~~/J~~~~+~=~=~=~~~~~{f-==-==-==-=-~-~-==-=-==-==-==-=-==-==-==-=-==-==-==-=-==-==-==-=-==-==-==-=-==-==-=1- ----- THE TOP OF THE ESW PIPING SHALL BE
/I 1 I I '
I I I I I \ BURIED UNDER A MINIMUM OF 4'-6 OF
\
I I I I'
'I SOIL FOR TORNADO. MISSILE AND FREEZE PROTECTION.
\ I I
'* -~I I I'
/ FOR DETAILS, SEE M-23EF01
. --L. _______ ... --*1 I ,- I 1 I _.--
I I I I
- 3. THE BURIED HOPE ESW PIPING HAS PIPELINE WORK POINT SCHEDULE ~-W.P.
I I I
*' N30 I
/"'
I I , N21 EL.1987'-5" BEEN DESIGNED FOR A STANDARD
' I WORK POINT NO.
Cl_ ELEV. COORDINATES REMARKS WORK POINT NO. Cl_ ELEV. COORDINATES REMARKS
~? . _. ._o,'D~ ,, ,//,//
N40 1
' ' ,I AASHTO TRUCK IHS20-44) LOADING OF 400 PSF AT A DEPTH OF 4 FEET.
NORTH EAST NORTH EAST <vv "'
- w. p.
100.252.75 INTERFACE W/PUMPHOUSE PIPING N35 99.903.512 99.589.516 36"-45 DEG. FITTING
~I
~/
' ~~ ANY TRANSPORT OF HEAVY LOADS N1 1993'-o" 99.473.25 1993'-6" I ROLLED TO FIT W.P. ELEV. I I /"\ "';JI'V (TRAIN A SUPPLY) 3Dn-90 DEG. S.R. IS.S. l FITTING co"\ / \ /""' EXCEEDING THE HS20-44 LOADING N2 1996'-0" 99.507.50 IROLLED TO F!TJ N35 1992'-6" 99.998.71 99.683.97
<<: * "'0:> '
/ ,
(}.."\ MUST BE EVALUATED AND MUST NOT
"\"" * , , '<.. 0;.v N3 100.218.87 30n S.S. PIPE INTERFACE N37 99.711.68 36"-45 DEG. FITTING <v'v / / "*'. " EXCEED 1650 PSF AT A DEPTH OF G
N4 100.202.87 W/YARD VAULT (TRAIN A SUPPLY) 36" HOPE PIPE INTERFACE W/YARD VAULT (TRAIN A SUPPLY) N38 100.005.159 99.718.76 36"-22.5 DEG. FITTING /
/ / N8V' 1 I
(_V* v SEE NOTE 8 4 FEET I REF. CALCULATION G I N29 N_ll_ I 2007-16760). N5 1992'-6" 100.111.42 99.504.10 36"-45 DEG. FITTING N39 100.013.443 99.727.22 36"-22.5 DEG. FITTING N5 100.096.42 99.712-50 36"-45 DEG. FITTING N40 1987'-6" 100.040-58 99.753.50 36"-45 DEG. FITTING I oN28 N5o -,- I
- 4. ESW UNDERGROUND HOPE PIPING IS TO N7 99.717.39 N41 99.788.77 INTERFACE W/TRANSITION FLANGE ICONTROL BLDG.- TRAIN B RETURN)
IN27
--1-*
1 BE INSTALLED IN ACCORDANCE WITH 99.728-00 36"-45 DEG. FITTING N42 1992'-6" 100.097.42 99.518.10 36"-45 DEG. FITTING I I I W.P. SPECIFICATION S-1080. NB I ROLLED TO FIT W.P. ELEV. I N5 ~', '-+t---'7'::.,.."-,'\""- I I N43 99.511.73 N65 ~ W.P. EL
- 1 9 9 2 ' -5 "
N9 1987'-6" 100.067.25 99.757.16 100.092.92 ',, 4 EL. 1987' -7 3/s"-,
- 5. THE BURIED PIPING WORKING POINT N10 99.788.77 INTERFACE W/TRANSITION FLANGE ' ' ', ~~-4:J :1.-\) \.~* '
COORDINATES FOR EAST & NORTH
,:_~}~
!CONTROL BLDG.- TRAIN A SUPPLY I /S c., '
' ~
ARE WITHIN +/- 12" AND +/- 3 FOR N11 1993'-0" 100.234.25 99.473.25 INTERFACE W/PUMPHOUSE PIPING (TRAIN B SUPPLY)
~',, I N68
' I 4 WORKING POINT ELEVATION. UNLESS N12 1996'-0" 99.498.50 30"-90 DEG. S.R. IS.S. I FITTING '
I N16 EL-1992'-5" I I N36',, I SEE NOTE 8
----------------------------------t-- NOTED OTHERWISE.
I
!ROLLED TO FITI ') II ----~---,~-*N19 100.218.87 30 S.S. PIPE INTERFACE N13 W/YARD VAULT (TRAIN 8 SUPPLY) N54 I '-"o
' I N17N18 ~',
I I I 36" HOPE PIPE INTERFACE N14 100.202.87 W/YARD VAULT (TRAIN B SUPPLY) I I NO 0'> I
~I EL.1987'-7 3, 8" ',,
- 6. TYPICAL PIPING TRENCH DETAILS ARE
.,-I I 0'> I PROVIDED IN SECTIONS 1. 2. 3 AND 8 F N15 1992'-6" 100.109.55 99.495.10 36"-45 DEG. FITTING ,, II I
lDI _jl ::::
*o ITYP. AL~ DRA~NAGE ,,,,,,, OF DRAWING C-U208. THESE DETAILS F N15 100.079.92 99.678.00 36"-90 DEG. FITTING I 1 W lD TRENCH CROSS~NGSl Nl Q'>l N 1 SHOULD BE USED AS APPLICABLE N17 100.015-07 99.678.80 36"-22-5 DEG. FITTING ml en ', 7
'70 WHENEVER OTHER DETAILS ARE NOT
',','-1'~
-, ()'>
N18 1 DO, 003. 045 99.679.05
*I
..JO SPECIFIED .
W.P. WI I _j w ', C\, N19 99.988.20 99.678.00 36"-90 DEG. FITTING I ', J6' 36"-45 DEG. FITTING EL.1992'-5" I I ', -;:..
- 7. WELD J 0 I NTS REFERENCED TO THIS N20 99.711-10 I ROLLED TO FIT W.P. ELEV. I I ',,,
N21 1987'-6" 100.036.08 99.759.15 I I I NOTE WERE INSTALLED USING r::v1 N53, 1 BACKING RINGS. N22 99.788.77 INTERFACE W/TRANSITION FLANGE ICONTROL BLDG.- TRAIN B SUPPLY) INTERFACE W/TRANSITIDN FLANGE rn ,/N67 4 N23 1996'-6" 100.086.27 99.564.31 ICDOLING TOWER- TRAIN Al
, /'
' / )N71
- 8. IN AREAS "PERMANENTLY REMOVED FROM SERVICE" REFERENCING THIS NOTE:
N24 100.11 o. 37 36"-90 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I W.P. ' ,' '(
' / ' ' SECURITY BARRIER HAS BEEN INSTALLED IN 1\. / ' N66('
I II EL.1 993 -5::.J YN52 / PIPING PER MP 17-0017 AS GOVERNED BY (N70 ' NEI 09-05: GUIDANCE ON PROTECTION OF Was~ J E N27 1992'-6" 100.11 o. 37 99.706.30 36"-45 DEG. FITTING c@ ',,,,, UNATTENDED OPENINGS THAT INTERSECT A SECURITY BOUNDARY. E J SI M
', /W.P.
N28 99.711.19 ['C) I UHS COOLING N35y EL. 1 993' -5" 9. DENOTES EQUIPMENT PERMANENTLY 1/gn 36"-45 DEG. FITTING u N29 99.721-00 I ROLLED TO FIT W.P. ELEV. I N ------ ' ', /--------, : REMOVED FROM SERVICE AND MAY NOT BE LOCATED AS SHOWN. TOWER
<{ /
F==y/i~9' 1987'-6" I N30 100.071.75 99.759.61 INTERFACE W/TRANSITION FLANGE ('C)
- 0) ;[ \
';. \ lI I N31 99.788.77 !CONTROL BLDG.- TRAIN A RETURN!
0 II 1 f I I I REFERENCE DRAWINGS
~ I
, I I N32 1996 1 -6 11 99.917.500 99.564.31 INTERFACE W/TRANSITION FLANGE
!COOLING TOWER- TRAIN Bl iI ' 1 il I N33 w.P.
N2;-------t--r~-- , E99.561.5 M ;
--o,l-N+3~tm-~
I N33 99.903.921 99.564.321 36"-90 DEG. FITTING I ROLLED ELBOW I W. P. ! 1123 - ;-*---- --------- ----------------------+-------<t------------- --------- -----T-' EL-1 996' -6" C-U208 ESW REPLACEMENT PIPING M 30" C.S. TRAIN "B" SUPPLY E L. 1 9 95' -6" @, J----1*..,_-_ _/ 1 I
\ ---/-J -U208 TRENCH DETAILS I ABANDONED I ' ,--'/ <TYP. ALL CONCRETE C-U209 ESW SUPPLY LINE YARD VAULT of STRUCTURE INTERFACES)
L, """" ,. L[) PLANS & SECTIONS YARD VAULT-----, C-UC516 UHS COOLING TOWER PENETRATION SEE DETAILS 0 FOR DETAILS, M-UC0321 SEE M-UC0211 0
- SEE M-UC0211 ROOMS - PLANS 0
D 003-HCC-30" ~ - 0 M-23EF01 PIPING ISOMETRIC ESSENTIAL D
~08 ~08 z
SERVICE WATER SYSTEM CONTROL
*~ C-U208
/
~/
N42 ! BLDG IA&BlTRAINS N43 I 08 / 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
.J PIPELINE WORK POINT SCHEDULE ( CONTi D) 007-HCC-30" M-UC0911 ESWS PUMPHOUSE PIPING E99.473.25 WORK POINT COORDINATES SECTIONS & DETALS Cl_ ELEV. REMARKS NO. NORTH EAST
----._,._---+-- F DR c c 36" 45 DEG. FITTING C0 NT * , N62 1993'-6" 100.110-37 99.605.00 I ROLLED TO FIT w. p. ELEV. I SEE M-UC0111 REV. DATE
& M-UC0911 N63 1992'-6 100.089.92 99.625-45 1 021010 DRAWN CHKO. SUPV.
MAL TJC TWS N54 99.676.70 36"-45 DEG. FITTING PUMPHOUSE INCORP. N55 100.110.37 99.697.15 MP 07-0066. FCN-14. N55 100.097.42 99.607.95 36"-45 DEG. FITTING FCN-19, FCN-24. N67 100.084.92 99.620.45 REV. DATE 2 02 031 1 DRAWN CHKO. SUPV. N58 99.689.77 36"-45 DEG. FITTING MAL T JC TWS N59 100.096.42 99.701.27 INCORP. CAR 201010010. N70 100.092.92 99.602-45 36"-45 DEG. FITTING REV. DATE 3 09031 4 N71 100.079.92 99.615.45 DRAWN CHKD. SUPV. MAL RLW DME 0 N72 1993'-o" 100.252.75 99.500-25 30"-22.5 DEG., IS.S.I LR FITTING INCORP. N CAR 201404565,
'-" N73 100.234.25 99.491.25 ACTION 1.
N B 0 0 N74 1996'-o" 100.190.42 99.507.50 36"-45 DEG. FITTING !ROLLED TO FITI REV. 41 DATE oo917 fnoiiRAcwwclN"'cH'iK'ii'o_'T-i-TsuTopvv.-1 B z N75 1992'-6" 100.185.53 99.504.10 MAL RLW DME 100.190.42 INCORP. N75 1996'-0" 99.498.50 MP 17-0017. 100.185.53 99.495.10 REV. O. N77 1992'-6" PLAN VIEW AS-BUILT A DRAWN I DATE I N/A A CHKD. IDATEI E.S.W.S. REPLACEMENT YARD N/A PIPING PLAN SUPV. !DATE I FSAR SA FIGURE 3.8-4 SHEET 2 N/A APPD. IDATEI LOCATION CLASS N/A CALLAWAY ENERGY CENTER UNION ELECTRIC COMPANY C-U206 ST. LOUIS, MO. 4 8 7 6 5 4 3 2 1
CALLAWAY - SA Figure 3.8-5 has been deleted
CALLAWAY - SA Figure 3.8-6 has been deleted
(./) w 0:::
~ 0 I
_j b w ~ d c5
!---=
ww ~a..
- !a._
z-e-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
GRADE 4~ i> ....
.,_ 1.
WOOD CLOSURE PERFORATE TO
- Jl *. ~
PIECE OR APPROVED RELEASE AIR AS EQUAL-------, REQUIRED 4'~ PIPE
~~~~~~~~~~~r=~~~~
/~
EL.1994-9 FILLER MATERIAL FOAMED-IN-PLACE AFTER PIPE INSTALLATION.
//
/ // 15,0' C.M.P. GALV.& COATED 7-6 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 4~&3C{DIA. 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. UNION ELECTRIC COMPANY CALLAWAY PLANT
- 2. Install approximately 1/2" of RTV caulk on sleeve FINAL SAFETY ANALYSIS REPORT
& filler material interface as shown.
FIGURE 3.8-8 9 .1/ 4& 30DIA. PIPE PENETRATION DETArLS SHEET-2 REV. 1 11/10
42~x14-0 LG. CMP 18GA. BUTT WELD PREP END WI 3x 1* CORR. ( GALV l OF PIPE. COOLiNG TOWER DISCHARGE TRENCH WOOD CLOSURE PIECE. DO NOT ~ ( 1 :c. ( WOOD CLOSURE PIECE '--:-:::---,---d== ATTACH TO CONCRETE, .* A~ OR APPROVED EQUAL. LUBRICATE SURFACE NEXT TO CONCRETE WITH LUBRAPLATE OR APPROVED EQUAL-.----~ Ft. V4" Cf_36"¢ PIPE & SLEEVE
~~L 19 90 - (!"__
1 i--lll---'1-L1501to RF WELDING NECK FLANGE PER API 605 w; BOLT CiRCLE DRILLED
& TAPPED 44 PLACES FO~ 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 w (j)
~
0 )>
~--~BUTT WELD PREP O>:D 11'-o"
--(I)
~:< (REF) 0 b 36"4>DISCHARGE PIPE PENETRATION-U.H.S. DISCHARGE STRUCTUR
OUTSIDE WALL OF PUMPHOUSE~", 0.: 1-- PRE MOLDED FILLER TO BE REMOVED AFTER CONC. HARDENS. GREASE ADJOIN-ING SURFACES. FOR EASY REMOVAL. THIS AREA ONLY--4~*""-- PREMOLDED FlLLER (ALL AROUND AT SLAR ONLY) DUCT BANK ENTRANCE DETAILS AT E.S.WS. PUMPHOUSE SCALE 2" =1'- 0"
~Wf',TERSTOP(ALL AROUND)
//
./ / - 1
- PREMOLDED FILLER (ALL AROUND)
PVC CONDUIT Rev. OL-0 6/86 511 I (TYP) 0 ~~~~~~tLLoF~--U--N-IO __N__E_L_E_C_T_R_I_C_C~O~M~P~A~N7Y~-, DUCT BANK ENTRANCE DETAIL AT CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT MANHOLES & U.H.S. COOLING TOWER(SIM.) Fl GU RE 3.8-10 DUCT BANK ENTRANCE DETAILS
20'- 6 11
... 11'..~ o~ __
A CELL A CE LL B ~ LIFTING M.H. COVER EYE I L
- I;----- -------1
- A L.
- r---------
(TYP)
~I 0
-'0
- I I :,
I
*
- A 0I I
- I I
I ,, 1*,-~-,* I* I I
.I I
- I I
I
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'---- ,.-,, *
- II I
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*
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*I I. I* I L ---- J L_ _ _ _ _j I 0 I IL __ jl I '""" * * * *
- I I
__I Ia
~ LIFTING EYE M. H. ROOF
( TY P) t TYP. ANC. BOLT _j 20'- 6" GRAVEL I 1 - - - - *~ 11'-0'1 REMOVABLE MAN HOLE ROOF COVER PLANS-ELEC.MANHOLES
~"NEOPR Ya"<PANCHOR BOLT NOTE: FOR MANHOLE ROOF AND COVER f'c
- 5000 WATERPROOF ( 14 PLCS) psi MINIMUM AT 90 DAYS COMPRESSION SEAL( TYP) 1'- 6" V}
TYP. w 0:: <l: Rev. OL-0 6/86 GALV.STEEL UNION ELECTRIC COMPANY 0 GRTG. _, CALLAWAY PLANT
... .... ,' FINAL SAFETY ANALYSIS REPORT
-----1:
w Fl GURE 3. 8-11 (\j E.S.W.S. MANHOLES SECTION A- A
POND I I TN '~-- _ __J V.H.S COOLING TOWER
, ;~
~
ESWS PUNPHOUSE B J SEE FIG 3.8-14 TRAiN "t> 10"- f.- A._j lTYP.) 7 4 c " SEE FIG 3.9-13 (TYP) (T~P 4i '-5" (TY?) (TYPJ 11>>'-10
,yp !
UNION ELECTRIC COMPANY CALLAWAY PLANT PLAN VlEW-UH.S. COOLING TOWER FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-12 PLAN- U.H.S. COOL! NG TO\NER REV. 12 11/10
0
....J ..--
0
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a:co > (])- a:: I z 0 (/)
<(
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L U.H.S. COOLING uo..<C co f-TOWER a:>z 1-c:(<[ ('I') u f-u3:>- w w SYM ABOUT ~ (9 FAN~ CORBEL (U.N.O) UJ<(~ (/) z
...J...Jw 0:: -
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1 1 1 j ~,; *D FAN STACK- ----------- *(r ~ EL.2055'-0" j.:_:F-' r-- I .. ,I .. J FAN----. I T.O.FAN DECK H. P. EL. 203 5'- 0 EL.2033'-0 II r
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----,1..
A 2'-0" 3'-o" 5'-0 1---t----t-~-~~~-+~---+-+--JooJr-- 5'-0" r 2'-0" r:f DRIFT~ 1 ELl M I NA~OR( TY P) il 1
'-O ( r) 1
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+-----+--1----- r- r r 6
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- o.
L8"x 12" CONC. B M. 0
- OPEN
~
1'-0" EL1999'-6" '// *'/~ 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.
tr' C'""" HATCH COVER 1
,I
/
EL 2020 -71f2(H.P.)
~
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I *d *:.c. (/) .. El 1993-0~H.P, --- p - I
....,.....4. .
- t
/ ~
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(/) m:::o
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1\) 6 SECTION c-c
SIZE E
*< ?iW lEO<; :)n -:) 1--
- J NOTES 0 CONTINUED FROM DWG. C-UC502, 1-- 0::
- J <.9 0 .r--~=~1---------.." ~-AB 16. THESE SURFACES SHALL BE Fl NISHED EL.2081 '-9" I 2"'" SMOOTH & BE IN PLANE TO +/- Y4~,
~-~(V):If=~::::::::::::::::~"e*E'*-~**-{v~*4 0::
<.9
- ! _f-.--- AB =-~ SPLICE TO VERTICALS
- 17. THESE SURFACES SHALL BE FLAT & IN H
EL.2080~5"-,(~Hr.P'felo-----......~~---~---....1 :*.:* *:: ______________________________ *:__c.~: *;,_: -~--~---;_____:E=L=*-2_:_0_80_'_'-_3.-e"(_L.-'-P-'--) ~ ' SEE NOTE.*16
*~m z . .'
1
-lf-4 OFFSET TO ~t=t=::t;.,;f;. rf - ~~f THIS SHEET
- VERT. PLANE TO + 3js".
Ill' '-.". T II> *-
...~ 2 ;;: . . ,, MISS AB _ _ \o (TYP.) 1'- 0" ...
~ lL ~'----------.rl- 1'--~*~ 18. HOR. REINF. LAP SPLICES AT VERT. C.J.
__J r' h lr--~- _:.4 V " (HOOK TO CROSS AB) 3'-o"
*t t*
1 ' 0 N I
~**. ~* .
.~
CROSSTIES AT INTERSECTION OF HORIZ. & VERTICALS C J SHALL BE CLASS "c" AS DEFINED IN A.C.I. 318-71. (PER TABLE VIII ,CRSI REINF.
)' *~ "q * *
#4 STIRRUPS AT
- _9 I----SEE NOTE41'17 THIS BAR SPLICES) U. N.O.
- * ::. '.q
' 4 FOR 7~0~FROM EACH END :~;' ."*Qc+:+-----~-'- SHEET (TYP.) E.F .
- 19. HOR. REINF. LAP SPLICES SHALL BE 1-OF BEAM, BALANCE AT 15~ ~ ~'.
- 3~CLR. 0 Olll
._1. ~
mz
=~~"4 CROSSTIES AT HORIZONTALS<- .*::.
-->f-J--o--'--"'~
~YP.)
' I (V) #
N
- 1':-
1/2 CLR.
-rr--'lr.=J==J=-20-*111@6 EF(USE CLASS'B'SPLICE,ONE 60'BAR
(\. STAGGERED WHERE POSSIBLE. SPLICES (U.NO) WHEN STAGGERED SHALL BE 2 PER STIRRUP c--o . (L ~;;: --........._ SEE NOTE 24
~
~
lll SEE (TYP) I ONE REQD. LG, Alt EACH LAYER> EACH DIRECTION, - HOOK END OF BAR IN OUTER WALL. CL.ASS "B" AS DEFINED lN A.C.I.
~ NOTE "25- ~ 318-71. (PER TABLE VIII , CRSI REINF.
' I m (TYP) NF & FF Ol EL.2069~6 ~t
)J.
liJ *
~-+-cl-l---21 E.F., SPACE AT 6 FOR 10-0 FROM EACH END 11 I .11 BAR SPLICES)
~ ~~nr- =,or~~
1./)
~
- (V)+--L-+/--"------L 0 0::
... *: lA OF BEAM ,BALANCE AT 2'-o" 20. CABLE SUPPORT INSERTS TO BE FIELD CUT
--~~~~=~~==~=~~~=--
' . . *.*V .
r-L6-'~~"10 \ol6 u . .' . 1-E F(USE CLASS ,B, SPLICE, ,, . . !"*.
- AT INTERFERENCES WITH EMBED PLATES. G 0
n.bL~-~-~-~~~~~~--~~~~=~~~~~-=~~=--d ONE 60' BAR & ONE REQD LG, ALT EACH LAYER, EACH DIRECTION. HOOK N I t--t-..o!H-- *4 AT EA. BEAM INTERSECT ION 21. ALL DOWELS (REINFORCING STEEL) END OF BAR IN OUTER WALL. " u EXTENDING FROM THE UNIT 2 BASE SLAB _l__--LJ---l-.:___ _____,';--_ _*_ _ _ _"~----~--"--"'-..l"c------ " - - ""'\\j\'----'----~-----S'.._'"~-'--,_1_ TYP SECTION THRU ELIMINATOR BEAM * +-t===~C~.J~.~~~t-o.~:~~:;~~-~~5;'1*i~S~EE DE T ~ SHALL BE GALV. PER ASTM A123-73 (U.N.O.)
- 22. CONCRETE FINI SHING,AFTER REMOVAL OF
~-------------------~
EL.2055'-o"
~'
s ( I I . :, -,: ~ FORMS, SHALL BE IN ACCORDANCE WITH SPECIFICATION C 103 AS FOLLOWS:
~~- ./ SECTION B " I I '.'<l*:.~- .
SCALE 1~f-o<- ' - - INTERIOR WALLS & CEILINGS AS PER 1 PARAGRAPH 14.1.1 1-- G 4" INTERIOR FLOORS AS PER PARAGRAPH 13.1.3
-<.Ovj EXTERIOR WALLS AS PER PARAGRAPH 14.1.1
"<!' t-'*
(V)Z
- l
'o.c-~*-0 PEN
- r C,:::LC506
~
( TYP.) *4 SPLICE TO VERTICALS NOTE :SEE PARTIAL PLAN BELOW FOR EXTERIOR FLAT SLABS AS PER PARAGRAPH 13.1,2
- 23. DOWELS 16FT OR LONGER EXTENDING FROM THE UNIT-1 BASE SLAB MAY BE SECTION /c'\
EMBEDDED PLATES IN CONC. CUT & MECHANICALLY SPLICED AT THE 4-:. 0~ *
- SCALE 1~1~0 , - . / DEEP BEAMS. CONTRACTOR'S OPTION WITH OWNER'S F 28-8 8-0 APPROVAL PROVIDING THE FOLLOWING 2-0' .. REQUIREMENTS ARE MET
- a. SPEC. C-115 (0)
- b. SPEC. C-112(Q),ESPECIALLY
**/.
' . . . .~.
SECT.8.4 . 2- 9 T & B . ' . '4 . .. c. SPLICES ARE STAGGERED AT USE CLASS 'B'SPLICE, ONE 60' BAR & LEAST ONE (1) FOOT FROM SPLICES 0 . ..
* . ' 1'.
ON ADJACENT. REINF. BARS .
, ONE REQD. LQ., ALT. EACH LAYER, EACH I
- .-- ir' *...~ :: c. CENTERLINES OF SPLICES ARE .
'*;4 DIRECTION. HOOK END OF BAR IN OUTER WALL.
f-f-f-LOCATED NO CLOSER THAN .- THREE(3) FEET FROM THE CONCR.
.<.0 1
- FACE .
I PER CONC DEEP BM) 1 '2 CLR. -
'to 24, CONCRETE CLEAR COVER AT ELIMINATOR (TYP.)
BEAMS SHALL HAVE A TOLERANCE OF MINUSO" PLUSV2" DETA:L
- 25. DOWELS EXTEND! NG FROM UNIT 2 BASE SLAB MAY BE PAINTED WITH "DIMETCOTE E
1'
,- ,,1--__j 6" IN LIEU OF GALVANIZING. PRIOR TO PLACING CONCRETE AROUND THE PAINTED PORTION OF REBAR, SANDBLASTING SHALL BE USED TO REMOVE ALL PAl NT
* *** *l:l * * *** ....
- 4: .. **.,.*.:.*..
. :a-* . '6'.
. :"~*'_ .*
EL 2018-6'
.:-~-*2:K
.. *.* ** .A * . . * *:*
0.. w DW,G. w:z: F'OR C.Ot-.IIIIJUAIION SEE C-UCS04.
,, 0<( 13- o*/ ,-._.:....d'+'-----"'-"--",..._.._.____.,
., . w ' , ~
SECTION / D' REFERENCE DRAWINGS
,, u m 1-0"' 5-0 oz 11.1!..~ / "'
"0 X SCALE ,..~=1-0 ,--::,.
/~
*CONTINUED FROM DWG. C-UC502 u
M*WC0211 U.H.S COOLING TOWER PIPING T.O. INTERIOR W~L ~FOR
/
COOLING TOWER PENETRATION ROOM PLAN & SECTIONS
/ E L, 2010'- o" l . _____ ~'---~ SEE DWG. C-UC516 1,/ C-2012 CIVIL STRUCTURAL STANDARDS D
- .. ~- *.
- 5'-o" 1
3-4 2 1V: II 9(Ql12 C-2020 C-2033 c 2035 l CIVIL STRUCTURAL STANDARDS
&>; *. ~.-.u:*-
C-U001 ANCHOR. BOLT DETS. C-U002 EMBEDDED FRAME DETS.
*0 OPEN
~
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Ol
- ". : ~:.
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- I
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,,0 c- uo03 C-U004 C-U005 EMBEDDED SLEEVE DETS.
EMBEDDED PLATE DETS. fVIISC. EMBEDS DETS.
,I -------- -- EL1999-6 0J T.O. BASE E L.1997- 6-.. _
Ul _ _-:S"=L.,._A"=B'---1--c--,...,.-+---------------,~~-;-;--------------~*** :;
.~
FOR TYP. REINF. AT~
... ~~;:~ .*
**-4** . "*'">*~-
-.--;,**~* OPNG. SEE DEt ( 1 \ , 3'**--,\ MATERIAL RESPONSIBILITY
' .' . **4 EL. 20 0 3- (\J
__tE::JL=.1_t_::9"-"9'-"3~-_~,-0.____ ~_ _
+-_____________________r--..--. --, /
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1 * '-- ~-
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.Q:Z.015
- t - - - I t - - - - - -. . - + - - - - - - -*o-*+ - - I E'=-. 1993'- 6 "'.'-,-r-----c:;:=# -
0 ""a:J 11-----11 CONTINUED FROM DWG. CUC502.
. 14. FURNISHING OF HANDFIAILS & TOE c
' / " - I _..,- *. ,..,*~a.,. *, r/7. 'f7* ' I 1 L..::c ' I * * '* ... * ~~ '1' (\J PLATES UNDER SPEC. C-131.
*'0 1 ,rf- 'T-*----- --------/ : * *. ~)) *: i.....__--:-:_.c-' *.,--:':~'-p..*--_0_t&q_'*""_q_ _ _ _ _ "G&_q_*q-~~'<t I
- 15. FURNISHING OF REINFORCING
' I *: . ( + - + - - - - - - - - - - - - - - - - - - - - + I---+<<"-/-------7------ .. ~_Jt:::-:-:.:::--=::::::::::::::. . . . . ........-:.:::=::::~ MECHAN.ICAL SPLICES UNDER SPEC. C-114,
~ U.H.S. COO LING TOWER 2-6
. ~
//.<:-.'<(/
NOTE* FOR EMBEDDED PIPE
<t:.. U.H.S. COOLING TOWER L. ;'-o 2'-o*
6" DEEP SILICONE RTV FOAM IN ANNULAR AREA 16, ANCHOR SLEEVES HIGH DENSITY POLYc. ETHYLENE PLASTIC AS MANUFACTURED SYM. ABOUT ~ ( U N 0 ) SYM. ABOUT ~ 12~9 3.4 FROM <l BY. WI-LSON PLASTIC SLLEEVE INC, SEE DWG. M-UC0211. OR APPROVED: EQUAL SHALL BE OF COOLING TOWER PROCURED BY OWNER.
, -'\-
CONCRETE COLLAR AT PIPE FOR CONTINUATION SEE DWG. C-UC504. 31 -7 DETAIL ~"2'
- - '.,+.-. .. - - - - - - - - ------:::-=+--INSIDE FACE OF SCALE'\.-2t1~0\.-.,~
*.. *o / WEST WALL 1---H * *' f-r---,----,--r--+--rr-_L.._---nr-
.. ' ---~
~~~------------,-,-,-----~
;{~ 021010 INCORP. MP 07-0066, FCN-24.
B
* . MAL TJC N/A TWS SECTION I' A"j 0 SCALE}.4;1~0' C-UC503 'I!)'
SEE DWG C-UC501 OES PROJ C-UC502 - NO. DATE REVISIONS BY CHK s-UPV ENGR ENGR APPR
~
C-UC512 scALENOTEDioATE In/ 1 !loloEsiGNEDTJ ~R~W-N-RS CHIE 1/lt.)..,;,- CONC. DEEP-+< I '-+-1--++--f-{EP U08A) 0 BECHTEL 1-* GAITHERSBURG, MARYLAND BEAMS
'0\
L---~ ~-~
<----~
L _
~--~
__J L.... SNUPPS U.H.S. COOLING TOWER ll . * *
* * * (lo.
CONCRETE NEAT L.INE & REINFORCING
~~~-*~*~:li___~'--'--~--~11~---~~*~~~
SECTIONS & DE TAlL S -SHT 1 r ' , ___ \_ s"'x12'CONC. BMS.(TYP.) UTILITY DRAWING NO. **v AS-BUILT A REFLECTED PARTIAL PLAN UNDERSIDE OF
' ,, JOB NO. BECHTIIL DRAWING NO. R~
CONCRETE BEAMS AT EL.2010-6 SCALE: 1/4~= 1'- o* 10884 C-UC503 ( G~6) 13 DRAWING APPLICABLE TO UNITS lXI 2 I I::S: ;e:_ XI;&:: . I -I N17U4 8 I 7 6 5 4 3 I , . z,srTE AE DISTR .. i16FEB76I 1 34x+4 "E"
- SIZE
MAKEUP WATER LINE ~-
----------------~~-- E99,010.00
~* PLANT ROAD 1
/ - E.L.2003. 50
~-~-+--r'~--- E.L.19 99.50 -INTERSECTION OF FINISHED POND
\ SLOPE RIPRAP WITH FINAL GRADE POND
- 8. E.SWS. PUMPHOUSE FINAL GRADE EL. 2003.50'
. ----------+--I----=E=-=9-=-9::.:~8:c::2:.:.::.2::.::5'--
-PLACED RIPRAP DUMPED I OUTLET t- (SPLAS 1 ZONE) RIP RAP
' STRUCTURE - ::\
SEE FIG. 3.8-16 \
-------1i"r"U.'-'-H:':S.'-:-:R::7E":::TE.tJTION POND & E9Q271.2o 1: OUTLET STRUCTURE
-"7"EL.1987. 50'
!-------BOTTOM OF POND EL. 1977. 50'-~
--94'R(TYP. FOR FINAL GRADE EL.199950')
E9 360.25 FINAL GRADE EL.1999. 50'---
-FINAL GRADE EL .1999. 50' LRIPRAP & FILTER SEE TYPICAL SECTION Cl DISCHARGE BELOW STRUCTURE .,__-+----t+,---,-J -----------------t--------------------+--+----"E§!~,'F3. 25 UNIT 1 E.SWS. PUMPHOUSE o~
N oo 0~ '<1: '0:o <<rcr 2&? lOI-- ol 0 0 () 0 0
"oz 0<1:
mZ 0. Rev. OL-0
~_I N <0 ~_j Ollj co <0 N ZD..
z*a_ Ol Ol_ N a
<()
0 6/86
~I Ol 0 0 ~ z Ol z z z UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT LOCATION PLAN FIGURE 3.8-15 SCALE. 1"=40*-o*
PLAN U.H.S. RETENTION POND
3 1 3' 1 I, WF-- __: :\ - f -__ . j I / I E99,271.25
'o ~~-1--~
SEE FIG_
<D
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3.8-17 ! 1. i -~~
- L<?:_L_
r 'm I ~
- r
- z
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)>
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c z _ Ll _ - _____1___ ~1110'-o" ~~ ~! r f.!>
- 0 0 (j) cnoo l>:J>z c..., c "'Tir-m
- --j- - --- --~- :_: -- __ ft____JJ _ (')I
...,fTl r
- 0 I'Tlr-r-fTl ~)>m r I 5-o
, 9-o 14'-0" m rn -<:eo
...,z ..., J>)>-4 I 34'- o" - .w z ::D J>-<o I 3 1 0 ..., (/) (l) r<;!!o z :::0 I ~)>0 c
~
(J) cnz3: OUTLET STRUCTURE-PLAN 'lJ 0 :::o-t., f'T1 )> 0 -1 "1J z z c ~ -< O>JJ
--ro 0 :::0 ~
co< m. fTl 0 r;- 0
FINAL GRADE & SLOPE EL.1999.507 EL.1995.oo' V4PER FT
*'-o'Rr I 5"MIN.COARSE MATERIAL FILTER-~
I EL1~~j oo' 6" MIN. /FILTER CLOTH (U.N.O.) MIRAFI 140 OR EQUAL
---~"8C>'?*,---- --~---t' BFLOW COARSE FILTER MAT'L (T YP.)
-2F_~ ~!.':~ ~: . . .=!ISN.!. .I~!. . !E=- -~-~-~' 4 PER FT;~,i~if'c~6 TH- - SECTION © EXTENT OF
~FILTER CLOTH SEE FIG.3.8-16 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
12'-o" DISCHARGE STRUCTURE- PLAN SCALE 1jz"~ 1'-0" IU.H.S POND 1 SLOPE I 36" 4> PIPE IN PLACE 1'-o" RIPRA?
/ SLOPE AS SHOWN
" ' EL '9Z~* 50 36"~ PIPE I rBOT U.H.S. POND
,:;_____ - - - - -- _,.L:--1-- j EL 1977. 50' CJ. 7,~'/i<"'-W/?!/
6" COARSE Rev. OL-O I II 5-0 FILTER MAT' L. 6/86 UNION ELECTRIC COMPANY 11-o" CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT SECTION FIGURE 3.8-18 DISCHARGE STRUCTURE U.H.S. RETENTION POND}}