Text

Site Addendum, Chapter 3, Figures
	ML23067A119
Person / Time
Site:	Callaway
Issue date:	12/29/2022
From:	; Union Electric Co, Ameren Missouri
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML23067A139	List: ML23062A606; ML23062A607; ML23062A608; ML23062A609; ML23062A611; ML23062A612; ML23062A613; ML23062A615; ML23062A616; ML23062A617; ML23062A618; ML23062A619; ML23062A620; ML23062A621; ML23062A622; ML23062A623; ML23062A624; ML23062A625; ML23062A626; ML23062A627; ML23062A628; ML23062A629; ML23062A630; ML23062A631; ML23062A632; ML23062A633; ML23062A634; ML23062A635; ML23062A636; ML23062A637; ML23062A638; ML23062A639; ML23062A640; ML23062A641; ML23062A642; ML23062A643; ML23062A644; ML23062A645; ML23062A647; ML23062A649; ML23062A650; ML23062A651; ML23062A652; ML23062A653; ML23062A654; ML23067A108; ML23067A109; ML23067A110; ML23067A111; ML23067A112; ... further results
References
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	v • d • e

ESWS PUMP HOUSE FLOOR L.2000.0 PUMP WELL TOP OF WAVE @ EL.1998.80' -100 PSF

.,._---CASE 1 WAVE PRESSURE DISTRIBUTION OPSF EL;1969. 3 3' NOT TO SCALE EL 1978. 00' POND BOTTOM EL.1977.

Rev. OL-0 6/86 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.

to*.-.o

.,, 0. A

- - - o: l 'J'

. **o PUMP WELL TOP OF WAVE @ EL 2001.00' 343 PSF

,__ ___ CASE 2 NOT TO SCALE WAVE PRESSURE DISTRIBUTION Rev. OL-0 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\\\\\\\\l STRUCTURES HOUSING SYSTEMS &

COMPONENTS THAT ARE.

ESSENTIAL IN ATTAINING &MAINTAINING A SAFE.

SHUTDOWN OF THE PLANT.

FOR CRITICAL NON POWER BLOCK S TRUCTURE.S Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3. 5-1 TURBINE MISSILE TRAJECTORY

8 u

6 cu

=

4

(.)

0

...J w

2 FREQUENCY (cps)

PERIOD (secs.)

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 K

e 6

4

~

..... =

>-t:

u 0

..J w >

,00 80 60 6

4 2;

30 20 15 FREQUENCY (cps)

I()

7 5

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07 05 03 02 015 QI 20 IC

a 6

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3 4

6 e

2 3

e 10 PERIOD (secs.)

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

N 0

0.

N 0

{!)

u z

C M

0 I-N a:

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a:

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o. 10

1. 00 100.

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

N 0

0 N

0 (D

u z

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I-N a:

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UJ

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a:

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0 0

0 o. 10 1.00 FREQUENCY CHZl I I 10.00 I 11 100.

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

N 0

0.

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u z

t) 0 I-N a:

a::

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o. 10

1. 00

10. 00 100.

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

0....

z t)......

er:

a::

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0.10 1.00 10.00 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 lOC

... u -

z 0

~

a:

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FREQUENCY (HZ)

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

c.,....

z t:)...

I-a:

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IJJ

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(..)

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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')

z C....

I-a:

a:: w J

UJ t.)

t.)

a:

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0.10 1.00 10.00 100.

FREQUENCY CHZ>

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...

I-a:

ct:

UJ

..J w

u u

ct 0

CD.

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0.10 1.00 10.00 100.

FREQUENCY CHZ)

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

o ___ _

w 0

<( 40 er.

(9 0

50====

w I

60

(/)

z LL 70 /

S 80 9

~ 90 I

53.5 r 100.......................___102.0 w

0 110

++-+++

+ + + + +

-+ + + + +

MATERIAL MODIFIED LOESS ACCRETION GLEY GLACIAL Tl LL GRAYDON CHERT CONGLOMERATE BURLINGTON,

BUSHBERG, SNYDER CREEK AND CALLAWAY FORMATION (ROCK)

COTTER-JEFFERSON CITY

++ ++-1 FORMATION LAYER THICKNESS (FEET)

11. 5 6.5 10.0 25.5 48.5 BEDROCK SSE= 0.20g TYPICAL SHEAR TYPlCAL MODULUS DAMPING G (KSF)

FRACTION 430

.057 TO TO 320

.075 540TO 380.060T0.082 960

.056 TO 620

.69s 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 1,230

.048 J'ao TO

.47

. 063 12,360

.033

.39 TO TO 11,050

.037 65,380

.009

.42 UNIT WEIGHT (PCF) 126 A,-.. 7 I~

134 138 160 REMARKS STRAIN DEPENDENT SHEAR MODULUS, AND DAMPING. Gmax:: 978 (KSF) AT

.00010/o STRAIN.

STRAIN DEPENDENT SHEAR MODULUS, I\\

AND DAMPING. G max= 3,560 (KSF) AT

.00010/o STRAIN.

STRAIN DEPENDENT SHEAR MODULUS, AND DAMPING. G max= 5,504(KSF} AT

.0001 °lo STRAIN.

STRAIN DEPENDENT SHEAR MODULUS, AND DAMPING. Gmax=18,900(KSF) AT 1"'-._00001 °lo STRAIN.

CONSTANT SHEAR MODULUS, AND DAMPING.

RIGID BOUNDARY FOR FLUSH PROGRAM. V. 2::. 4,000 FPS.

s 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

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467 fj SPECTRA MASS tv10DEL TOP C)_F PE~l_f_:JS)LJ~E ROQF _ _ 4 EL 2038'-6" TOP OF ROOF EL 2025'--0" TOP OF PUMPROOM FLOOI-<

4Ei9 TOP OF FOREBAY MAT 1

476 516 517 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.O'

50. 5' Ul

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46.5' 44.0' UJ N

41.5' in N

39. 34' 37.17'

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I' 140 1 *141 it -------FOR DETAIL OF COOLING TOWER MODEL SEE FIGURE 3. 7-13B 132 I J 133 209 222

/

264 277 152 153 278 154 155 265 r@

156 157 240 241 158 162 30

@)

2B9 166 276

@ 8 307 308 4.5' 10.0'

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EL 1997'-6" GROUND LEVEL Rev. OL-0 (ALSO SEE FIGURE 3.7-13B) 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-13A COMPLETE MATHEMATICAL MODEL UHS COOLING TOWER NORTH-SOUTH ANALYSIS

EL 2080'- 6" TOP OF ROOF EL2067'-6" BOTTOM OF MISSlLE SHlELD EL 2035'-0" TOP OF FAN DECK EL 2020'- 6" TOP OF POOL WALL EL 2008'- 6" BOTTOM OF TOWER LEDGE EL 1997'- 6 11 TOP OF BASE MAT

& GROUND LEVEL 43 57 71 85 4 4 5 8

~ 7 2

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~ 227 241 Rev. OL-0 (ALSO SEE FIGURE 3.7-13A) 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-13B SUPPLEMENTAL MATHEMATICAL MODEL UHS COOLING TOWER NORTH-SOUTH ANALYSIS

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(/)

(!)

u z

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1.0 F R E Q U E N C Y 10.0 C C P S l 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 UIO

(/)

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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

(f) 1.1 1.0

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0

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.1 DAMPING VALUES

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1,0 10,0 100 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 3.7-14D SPECTRA - ESWS PUMPHOUSE QBE NORTH-SOUTH DIRECTION TOP OF PENTHOUSE ROOF

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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

1. 2

(/)

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DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 Rev. OL*O REF. FIGURE 3.7-12 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-14F SPECTRA -

ESWS PUMPHOUSE QBE VERTICAL DIRECTION TOP OF PENTHOUSE ROOF 100

(J)

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0 1.8 I-a:

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DAMPING VALUES

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1.0 10,0 F R E Q U E N C Y C C P S l 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

(/) *

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2.9 2.1 2.0 M

lot er.

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l,O 10.0 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 100

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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 3.7-15D SPECTRA - UHS COOLING TOWER QBE NORTH-SOUTH DIRECTION TOP OF ROOF 100.

2.0

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1,0 10.0 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 3.7-15E SPECTRA-UHS COOLING TOWER OBE EAST-WEST DIRECTION TOP OF ROOF UI0,1

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(/)

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1.0 F R E Q U E N C Y 10.0 C C P S l DESIGN FLOOR RESPONSE SPECTRA MASS POINT4 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

-0 f

t 1-z H. P EL.2008 1-91/2 11 (TYP)

E.sw.s.

PUMPHOUSE SETTLEMENT PLATE B,

~ EL 2002-:i(T Y P)

B B'-0 1' 30'-2" 57' 0"

! rA d E s.ws. PUMPS T & HATCH COVERS 12 1-0 11 X 12'-0" HATCH COYER ( TY P) r I

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E.S.W.S.

~l?i PUi\\tlPHOUSE

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I I RETENTION POND L _ _J KEY PLAN NOTE: ROOFS AND HATCHES AT EL2038'*a*; EL2025'*o" AND EL 2ooa*- 91/,2' HAVE f'c "

5000 psi MINIMUM AT g O DAYS. ALL OTHER CONCRETE IS f 'c

4 0 00 p s i M I N I MUM AT 28 DAYS.

AIR INTAKE

- Al R EXHAUST Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-1 PL AN-E.S.W.S. PUMPHOUSE

r H. P EL.2038'-8"

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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.)

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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 30 11 DIA. INTAKE LINE~----*/

(See Note 1)

CONTROL. BLDG.

DIESEL GEN.

UN IT 1 BLDG.

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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 VIEW-E.S.WS. UNIT 1 YARD PIPELINES

& ELEC. DUCT BANKS E99,473.25 4u DIA.

~ DISCHARGE I \\~INE L[)

l'--

(1)

LO Q,

U H.S. COOLING TOWER UN IT 1

~-. ~~

/TOP OF U. H.S. RETENTION

-+---++--*---~ ~ POND SLOPE E.S.W.S. PUMPHOUSE E99360.25 ---

~

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-*--*---*---.--~

21 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

90Zn-:J WORK POINT NO.

N1 N2 N3 N4 NS N6 N7 NB N9 N10 N 11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N27 N28 N29 N30 N31 N32 N33 Cl_ ELEV.

1993'-o" 1996'-o" 1992 1 -6 11 1987'-6" 1993'-o" 1996'-o" 1992'-6" 1987'-6" 1996 1 -6 11 1992 1 -6 11 1987'-6" 1996 1 -6 11 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 99,728.00 100,057.25 99,757.15 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 99,578.00 100,015.07 99,578,80 100,003.045 99,579,05 99,988.20 99,578.00 99,711.10 100,035.08 99,759.15 99,788.77 100,085.27 99,564,31 100, 11 o. 37 1 oo. 11 o. 37 99,705.3D 99,711.19 99,721.00 100,071.75 99,759.51 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) 30"-90 DEG. S.R. (S.S. l FITTING (ROLLED TD F!Tl 30" S.S. PIPE INTERFACE W/YARD VAULT (TRAIN A SUPPLY) 36" HDPE 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!

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 B SUPPLY) 36" HDPE PIPE INTERFACE W/YARD VAULT (TRAIN B SUPPLY) 36 11-45 DEG. FITTING 35"-90 DEG. FITTING 36"-22,5 DEG, FITTING 35"-90 DEG. FITTING 35"-45 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I INTERFACE W/TRANSITION FLANGE (CONTROL BLDG.- TRAIN B SUPPLY)

INTERFACE W/TRANSITION FLANGE (COOLING TOWER-TRAIN Al 35°-90 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I 36"-45 DEG. FITTING 35°-45 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I 6

X POINT SCHEDULE 5

CONTROL BUILDING WORK POINT NO.

COORDINATES Cl_ ELEV.

NORTH N35 1993'-6" 99,903.512 N36 1992'-6" 99,998,71 N37 N38 100,005,159 N39 100,013,443 N40 1987 1 -6 11 100,040.58 N41 N42 1992'-6" 100,097.42 N43 100,092,92 EAST 99,589.516 99,683,97 99,711,68 99,718.76 99,727.22 99,753,50 99,788.77 99,518.10 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 (CONTROL BLDG.- TRAIN B RETURN) 36"-45 DEG. FITTING iN27

--1-*

I I

N65 ~

W.P.

EL.1992'-5" Wo, ~ J 4

SEE NOTE 8 W,P, c(&J J

SIM

/

FOR DETAILS, SEE M-23EF01

~-W.P.

, N21 EL.1987'-5"

w. p.

W.P.

EL. 1 9 9 2 ' -6 "

UHS

' I 3

4 SEE NOTE 8 PLANT NORTH

', /W.P.

N35y EL. 1 993' -6" I

I 2

CC)

I u N

<i:

I 00 r;:

-~-----,

,r t:'r:=:c==t=l'*,

COOLING TOWER f----------i----,,.

,, 7 I

/ "1::::i::::tj \\ I INTERFACE W/TRANSITION FLANGE I CONTROL BLDG.- TRAIN A RETURN!

INTERFACE W/TRANSITION FLANGE (COOLING TOWER-TRAIN Bl 36"-90 DEG. FITTING

!ROLLED ELBOW!

N72 J N12 SEE NOTE 7 -~C::::::::::::---ill~

N73 N1 N 1 1 PLJMPHOLJSE 0

N lS)

N.

0 0

~

z l

7 3 Q II C.S. TRAIN "B SUPPLY I ABANDONED I YARD VALJL T-~

SEE DETAILS M-LJC0321

<$ioa

_J 007-HCC-30"

~~--FOR CONT.,

SEE M-UC0111

& M-LJC0911 6

_J i I 1

ii, _ __,

\\

'.; 0 %0 :1;;-~-:~'--~, /---

caws z:OETAILC 0

SEE M-LJC0211 N42 N43 PLAN VIEW 5

' I,

E99,551.5

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't_

I

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0 0.

0 0

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' I PIPELINE WORK

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T-

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-L NJ~t----~ EL. 1 996' -6"

/,:.._j C-U208

,/

(TYP. ALL CONCRETE

_/

STRUCTURE INTERFACES)

FOR DETAILS, SEE M-LJC0211 POINT SCHEDULE

( CONT 1 WORK COORDINATES POINT Cl_ ELEV.

NO, REMARKS NORTH EAST N62 1993 1 -6 11 100,110,37 99,605.00 36"-45 DEG. FITTING

!ROLLED TD FIT W,P, ELEV. I N63 1992 1 -6 11 100,089.92 99,625.45 N64 99,676.70 36 11-45 DEG. FITTING N65 100,110.37 99,697.15 N66 100,097.42 99,507.95 36"-45 DEG. FITTING N67 100,084.92 99,520,45 N68 99,689.77 36"-45 DEG, FITTING N69 100,096.42 99,701.27 N70 100,092.92 99,502,45 36"-45 DEG. FITTING N71 100,079,92 99,615,45 N72 1993'-0" 100,252.75 99,500,25 30 11-22, 5 DEG,, IS,S, I LR FITTING N73 100,234.25 99,491.25 N74 1996 1 -0 11 100,190.42 99,507.50 36 11-45 DEG. FITTING IRDLLEO TO FITI N75 1992 1 -6 11 100,185.53 99,504.10 N76 1996'-o" 100,190.42 99,498.50 N77 1992 1 -6 11 100,185.53 99,495.10 4

3 2

4 D )

1 NOTES

1. FOR DETAILS OF THE ABANDONED BURIED ESW PIPING AND THE 36 11 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 (HS20-44) 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 (REF. CALCULATION 2007-16760).

4. ESW UNDERGROUND HOPE PIPING IS TD BE INSTALLED IN ACCORDANCE WITH SPECIFICATION S-1080.

5. THE BURIED PIPING WORKING POINT COORDINATES FOR EAST & NORTH ARE WITHIN+/- 12u 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 JO I NTS REFERENCED TD TH IS NOTE WERE INSTALLED USING BACKING RINGS.

8. IN AREAS "PERMANENTLY REMOVED FROM SERVI CE 11 REFERENCING THIS NOTE:

9.

SECURITY BARRIER HAS BEEN INSTALLED IN PIPING PER MP 17-0017 AS GOVERNED BY NE! 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 (A&B)TRAINS 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 07-0056, 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 100911 B

°'DR~A~WN-H'coK~D.=su+-sP~v,-I MAL RLW DME DRAWN I DATE I N/A

CHKD, IDATEI N/A SUPV.

IDATEI N/A INCORP.

MP 17-0017,

REV, Q.

AS-BUILT E.s.w.s. REPLACEMENT YARD PIPING PLAN FSAR SA FIGURE 3,8-4 SHEET 2 APP. 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

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z-e-(./)

w 0:::

~

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d c5 i---:

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

4~ i::,.....

.,_ 1.

Jl

. ~

,.:JI',

,\\; 1---G~R~A::::.!D:::.!:E=--___%.----

.~~ -

WOOD CLOSURE PIECE OR APPROVED EQUAL

//

7-6 PERFORATE TO RELEASE AIR AS REQUIRED 4'~ PIPE

/

EL.1994-9 FILLER MATERIAL FOAMED-IN-PLACE AFTER PIPE IN STAL LAT ION.

15,0' C.M.P. GALV.& COATED WITH COAL-TAR ENAMEL, 14 GA,121/'3"x1/2'" 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. 8-6 4~&3C{DIA. PIPE PENATRATION DETAILS SHEET-1

BOOT RTV CAULK (TYP)

S.S. HOSE CLAMPS OR 3/4 11 BANDING EXTERIOR 3 //

SLEEVE

-1==:::::r 0£1/2%~r~,~E1----FILLER MAT 1 L

======== = l==:::::J FACE OF WAL l:-----

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

"l 4& 30DIA. PIPE PENETRATION DETAILS SHEET-2 REV. 1 11/10

w CJ'>

~

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WOOD CLOSURE PIECE. DO NOT ATTACH TO CONCRETE, LUBRICATE SURFACE NEXT TO CONCRETE WITH LUBRAPLATE OR APPROVED EQUAL-.---~

ii 42~x14-0 LG. CMP 18GA.

WI 3x 1* CORR_ ( GALV)

BUTT WELD PREP END OF PIPE.

WOOD CLOSURE PIECE OR APPROVED EQUAL.

'----:-c:--,----~=

(

COOLING TOWER DISCHARGE TRENCH Ft. 1/4-, '-----~~-.

11,

* --- ---++--* **----------------

Cf._36"¢, PIPE & SLEEVE

~"'--'>-- -~L 19 901- (?"___

0) :II

-(I) ex:,<

0).

l1 141-0'1 NO PIPE COATING io' icJ 2'-0' 1'-E?°'

OR WRAPPING IN

7 THIS AREA 1'-0" i--------231-1111 L15011> RF WELDING NECK FLANGE PER API 605 w; BOLT CIRCLE DRILLED

& TAPPED 44 PLACES FO~ 7.1," DIA_ COARSE THREAD SERIES BOLTS IN ACCORDANCE w/ ANSI 81.1, CLASS 2A Flt.

36"

DISCHARGE Pl PE PENETRATION-U.H.S. DISCHARGE STRUCTUR. 511' (TYP.) DUCT BANK ENTRANCE DETAILS AT E.S.WS. PUMPHOUSE SCALE 2°' = 1'- 0" ~Wt',TERSTOP(ALL AROUND) // / /-1* PREMOLDED FILLER (ALL AROUND) (i; PVC CONDUIT Rev. OL-0 6/86 0~:.s ~ ~ ~ ::v t LL OF....--U-N-IO_N_E"'.""L_E ..... C ..... T~R~I c::--::c-=o:'.":M:-::'='P":'A':-N:7Y-:--, DUCT BANK ENT RANCE 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: <( !J) (\\J REMOVABLE t-___ -__ -_-_11-' --0--,, _-_-__ 2_0_'-_6_"_ ----- ~-----~-- ---- A I CELL A CELL B L 0 I 0 i1) I . I BOLT I. 11'-0'1 GRAVEL ~ 1/2 11<PANCHOR \\ ( 8 PLCSJ \\ REMOVABLE MANHOLE COVER 1/4 11 NEOPR. WATERPROOF COMPRESSION SEAL( TYP) GALV.STEEL GRTG. SECTION A - A 1'-6" TYP. 3/8 11 <PAN CHOR BOLT ( 14 PLCS) T YP. ROOF A 0 _j 0 0.... I 0 (f_ LIFTING EYE M.H. COVER =;l ( TYP) r---------fili-~:---1 A SIM. I --H--- 1* l r---1 I I I I I

I

1 1*

I ! IL __ _!I ~. I -~-- .I I _._..._,__-+ -- 1

I

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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

0 ,n If\\ ( I y P) PLAN I I I I i 11.. *-10* -- :IE,' Dl'.;Cc4 TO iJHS '<ETC::NTt:::lN FOND,TY A-l SEE FIG 3.9-13 V1EW-U.H.S. COOL!NG TOvVER 1:SO# B J SEE FIG 3.8-14 K~v I t:. l PLAN AIR INTAKE

. AIR EXHAUST UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-12 FLAN - U.H.S. COOL! NG TO\\NER REV. 12 11/10

0

...J 0

===~

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a: co U.H.S. COOLING TOWER Gf FAN~ CORBEL SYM ABOUT~

r i

(U.N.O)

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,.......,,..,... ~o-*~; --------=---.;-' ---=-.L..--E=L=._2=0=6-1 _' -__,9..,...'.:-'.*-=-~--'---------£./

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FAN STACK -----

EL.2055'-0" FAN-----

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EL.2033'-0"

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TO. BASE SLAB

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6'-3" 6'- 3

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.

0 AIR INTAKE Al R EXrlAUST I-

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... 0 I

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1f~ CLR.

1

'11:=+=-20-111@6 EF(USE CLASS B SPLICE,ONE 60 BAR (I. ONE REQD. LG, Alt EACH LAYER> EACH DIRECTION.

HOOK END OF BAR IN OUTER WALL.

~ SEE (TYP) i= NOTE "2 5 -

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11 I

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NOTE :SEE PARTIAL PLAN BELOW FOR EMBEDDED PLATES IN CONC.

DEEP BEAMS.

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AB-U4(TYP 14 PER CONC. ELIM BM)

DIA.

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(TYP.)

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I 1V: II 3:4 2, FOR TYP. REINF. AT,--:---.

OPNG. SEE DEt / 1 \\

,- I 1_

FOR COOLING TOWER PENETRATION ROOM

,,,,--.............,,,,,I SEE DWG. C-UC516 11------"------~--------,

o *

o *

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NORMAL WALL REINF.

SECTION

/ D' SCALE 1/2tf'..O,-,

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0J

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EL. 19931-6

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(.l)

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I 2-6 SECTION A

SCALE 1/4;1~' C-UC503 SEE DWG C-UC501 C-UC502 C-UC512 NOTE: FOR EMBEDDED PIPE SEE DWG. M-UC0211.

U.H.S. COOLING TOWER SYM. ABOUT ~

L. //,,

/1" 2-0 2-0 12~ 9 3/4 FROM q;_

OF COOLING TOWER 6" DEEP SILICONE RTV FOAM IN ANNULAR AREA CONCRETE COLLAR AT Pl PE DETAIL 2

~.,+. ~

-:::-=1--1NSIDE FACE OF SCALE1/2t1~0 -

WEST WALL 1---H * *' ~--~---,---+-~~~~r,-- --~

CONC. DEEP--'-'

BEAMS 0

't!)

'-+-t-----t+-+-1 E PU O 8A

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8 11x12'co C. BMS.(TYP.)

REFLECTED PARTIAL PLAN Ut--lDERSIDE OF CONCRETE BEAMS AT EL.2010-6 SCALE: 1/4*= 1'- O' SIZE E NOTES CONTINUED FROM DWG. C-UC502,

16. THESE SURFACES SHALL BE Fl NI SHED SMOOTH & BE IN PLANE TO +/- 1/4'.'

17.

THESE SURFACES SHALL BE FLAT &,IN VERT. PLANE TO

+/-

3/s".

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.

19.

HOR. REINF. LAP SPLICES SHALL BE STAGGERED WHERE POSSIBLE. SPLICES (U.NO) WHEN STAGGERED SHALL BE C L.. ASS "B" AS DEFINED 1N A. C. I.

318-71. ( PER TABLE VIII, CRSI REINF.

BAR SPLICES)

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 16 FT 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(0),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 ELIM! NATOR BEAMS SHALL HAVE A TOLERANCE OF MINUSO" PLUSV2"

25. DOWELS EXT EN DI 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 PAI NT F'OR C.O\\..lf1NUA110N SEE DW,G. C.-UCS04.

REFERENCE DRAWINGS

CONTINUED FROM DWG. C-UC502 M-wco211 U,H.S COOLING TOWER PIPING PLAN & SECTIONS C-2012 C-2020 C-2033 C 2035 C-U001 C-U002 C-U003 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.

MATERl'AL RESPONSIBILITY CONTINUED FROM DWG. C"UC502.

.14. 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 POLY-'

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

G F

E D

C I---K-,----,--------,---,-,---,-----1 B 13 021010 INCORP, MP 07-0066, FCN-24, MAL TJC N/A TWS PROJ NO.

DATE REVISIONS BY ENGR ENGR APPR

,--~--*-** -*~----~--

SCALENOTED DATE I lib DESIGNEDT DRAWN RS BECHTEL GAITHERSBURG, MARYLAND SNUPPS U.H.S. COOLING TOWER CONCRETE NEAT LINE & REINFORCING SECTIONS & DETAIL

-SHT 1 UTILITY DRAWING NO.

AS-BUILT JOB NO.

BECHTIIL DRAWING NO.

10884 C-UC503 ( G~6) 13 DRAWING APPLICABLE: TO UNITS 2

A 6

5 4

3 2,SfTE AE DISTR.

16FEB76 1

34x44

. "E"

SIZE

FINAL GRADE !-

EL. 1999. 50'::..:_;

I CUTLET STRUCTURE -,

(\\J SEE FIG.3.8-16\\

\\

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0 0

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Q)

O>

MAKEL;P WATER rEL.2003.50

/

EL.1999 50

/

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EL.1987. 50'

--94°R(TYP. FOR FINAL GRADE EL.1999 50')

~-

\\

\\ DUMPED RIPRAP

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INTERSECTION OF FINISHED POND SLOPE RIPRAP WITH FINAL GRADE 61: POND

'f

&. E.SW.S. PUMPHOUSE

\\

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\\

LRIPRAP & FILTER SEE TYPICAL SECTION FINAL GRADE EL. 2003.50'

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0 0

ii_ DISCHARGE

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7J r

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"11 I

11 i:) 7 SWALE

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'-o' RI PRAP-j I

EL199100' FfNAL SITE GRADING I '

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E:XTE1'!I OF

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SECTION SEE FIG.3.8-16 EXTENT OF

-FILTER 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

E 99,369.50 1 U.H. S POND I SLOPE g"

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C.J 12'-o" I

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/-FORM WITH 36" q> PIPE IN PL ACE MIN. WATER.J:L, 11-0" SECTION I

II 5-0 1'-0" RIPRA?

SLOPE AS SHOWN Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-18 DISCHARGE STRUCTURE U.H.S. RETENTION POND

ML23067A119

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