W912P522B0002 TPlans_RTA-Certified Final_KYL Gearbox Heater System 2022-01-12.pdf

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PLAN - LAND WALL RECESSES G3

CURRENT

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PLAN - RIVER WALL RECESSES G2

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TOP OF LOCK WALL

A

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DRAIN

SECTION 8-8

TOP OF LOCK WALL

HEATER PLUG

CONNECTION, 2" NPT

SECTION A-A

7 8

G40NLY

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G2 ONLY

CELRN

TASK COMPLETED BY:

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NOTES:

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LAND WALL MH1

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CURRENT

STA. 6+ 74.58 '-srA. 0+00.SA

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RIVER WALL M.H.12

KEY PLAN

NO SCALE

A

B

C

1. THIS DRAWING SHALL BE USED WITH DRAWINGS E-101 & E-601 FOR INSTALLATION

OF ALL NEW WORK.

D

2. HEAVIER BOLDED LINES INDICATE ALL NEW WORK REQUIRED TO BE COMPLETED.

3. CONDUIT ENTERING FROM NEW PENETRATIONS SHALL BE COORDINATED WITH

CONTRACTING OFFICER REPRESENTATIVE. I-BEAMS SHALL BE AVOIDED.

RO DEC. 2021 GAC JOH JAG

INITIAL ISSUE

REY. "'· DATE DSGN DRWN CHKD

DESIGNED BY!

GAC

DRA.NN BY:

BCS MAM NCB

RVWO APPD ISSD

SLeMITTEO BY:

PROJECT

ro

ROBERT W. BAULSIR Ill, P.E.

E

F

JDH

5 Co

CHIEF, CIVIL DESIGN BRANCH

U Army rps

APPROVED BY: DISCIPLINE

of Engineen INTERFACE

SCALE:NDNE

LOCK

REHABILITATION

CHECKED BY1

JAG

NmlMf� ""''"'BENJAMIN L, ROHRBACH, P ,E ,o.,,---<I

CHIEF, ENGINEERING CONSTRUCTION DIVISION :Z

EXCEPT AS NOTED '

HEATER CONDUIT PATH

RECESSES GATE MACH.

PLANS & SECTIONS

REVIEWED BY: APPROVED BY= ISSUED B'=

BENJAMIN C. SOLLMAN MICHAEL A. MORRISON NICOLE C. BERGER

KENTUCKY PROJECT

TENNESSEE VALLEY AUTHORITY

AUTOCAD R 07 DEC/21

FOSSIL AND HYDRO ENGINEERING

8 E E-102

PLOT FACTDR:XX

W_TVA

R 0

C,A,D, DRAWING

DO NOT ALTER MANUALLY

A

B

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EL 320.00

EL 330.00

EL 340.00

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EL 334.00

EL 310.00

EL 320.00

EL 330.00

EL 340.00

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EL 330.00

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6+2400 A

5+ 73.00 A

5+22.00 A

4+71.00A

4+20.00 A

3+69.00 A

3+18.00 A

2+67.00 A

2+17.00A

2+01.00 A

1 +68.00 A

1 +26.00 A

0+85.00 A

0+26.00 B

0+67.00 B

0+08.00 B

1 +56.00 B

2+04.00 B

2+52.00 B

BOTTOM OF LADDER RECESS EL 347.25

WALL

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

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LAND & RIVER

LAND & RIVER

LAND & RIVER

LAND & RIVER

LAND & RIVER

LAND & RIVER

LAND & RIVER

LAND & RIVER

LAND & RIVER

LAND & RIVER

NO. REQ'O.

oci

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1 2

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B

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FLOATING GUARD BOOM

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GENERAL NOTES:

1. CONCRETE IN LOCK WALLS SHALL BE CLASS "B" (6") UNLESS

OTHERWISE NOTED.

2. TOP ELEVATIONS OF LOCK WALLS ARE GIVEN AT LOCK FACE.

3. TOP OF WALLS TO PITCH ~3 INCH PER FOOT TOWARDS LOCK FACE.

4. VERTICAL RECESSES AND BREAKS IN LOCK FACE OF WALLS SHALL

BE PROTECTED BY WALL ARMOR EXTENDING A MINIMUM OF 6 FEET

ON EACH SIDE OF RECESS OR BREAK.

5. FOR OUTLINE AS USED FOR ACTUAL CONSTRUCTION

SEE BLOCK DRAWINGS

R

F l'R~~-----~---~--~--~--~--~--~---~----~--~~-1 DISCIPLINE

INTERFACE

REV.

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SCALE:

DATE

~1"=1'-0"

OSCN CHl(O "'"' ,sso PRO..CCT

AS CONST

EXCEPT AS NOTED~:--~

SET ON I

I I I I II II II II II II II I I I I II II II II II II II I I I I II II II II II

I I I I LOCK EITHER

SIDE OF ELEVA TOR TOWER SLAB

TOWER)

' 0

I

.3'-o~ 8'-9~5"

GENERAL ELEAYA TOR PAD DIMENSIONS

SCALE, NTS

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LO_ ' _O _ _JL_O_ ' _ O_ ' -□- ' _O _ ' _ O_ _D_J

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I II II II II II II II I

I II II II II II II II I

L _j_L _JL _JL _J_L _JL _JL _J_L _j

I II II II II II II II I I db II II II II

LO _ _O _ _ O _ _ O _ _ O_ ~

' ' ' ' _J LO_=;=_O_ • _O_ • _O_ • _D _ _Jl__O_ • _O_ • _D_j = o== ,□- -□ -71- □-71- □ -71 ___ 71- □-71- □ -7,- □7 ,□ -71- □-71- □-71-□-71- □-

I II II II II ~M H II II II I

I===

PLAN

SHEET 1

I II II II

I II II II II .. II II II I I II II II

L _JJC CLEAT _JL _JL _J_L _JL _JL _J_L _J L _JL _J_L _JL

COMPANION DRAWINGS - PLAN 61W219 61N220

ELEVATION 61N221 61N222 61N223.

II II /

II II /

_JL _J_L

I 6 I I 01 01 I I I M I M JED JED J vi J vi ~L

NAVIGATION

LIGHT

MAC CDW

STA. 6+95.00A

DRAWN BY: CHECKED BY:

TO STA. 2+56.00B

SUPERVISED BY: REVIEWED BY: APPRO\/ED BY: ~~M~K,e.,,,,..-=e-=,-,,,,-..,,!,=,,-.L--1 DESIGNED BY:

REVISED BY AIMSI TO SHOW AS-BUil T CONDITIONS AND ACCEPTED FOR USE BY CORPS RRL

OF ENGINEERS AND TVA G.R.H. A.G. R.R.R.

n egra e Inc.

702 5. Illinois Aw.

Suite 8-203 anagemen

CHKD

ll[SIU~[ll IY•

J DAUGHERTY

D~~\IN BY·

J DAUGHERTY

Cl..:CK[ll BY•

RV\ID

fm;ff

APPD ,u, SUBMITTED BY, PR!L.ECT

MIKE WILSON

AS CIJGT REV

us 11.rr'ly Corps CHIEF. STRll:TUML of Eri91rieers APPROVED BY• No.shvill• District

REVISl□N 6 THOMAS W. WATERS AUTOCAD R14

KENTUCKY PROJECT

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

ISSUED BY,

Ool Ridg Temessee J78JO

----J.-----------------------------------------------------------------------------------------------------------------------------------------------------"'"'""'='-s· 5 482-9879

JM WARREN CHIEF, ENGINEERING DIVISIIN 3-15-39 8 C 61 W218 R 6

1 2 3 4 5 6 7 8 AIMSI 6

TASK COMPLETED BY: REV NO.

ELECTRONICALLY RESTORED DRAWING

THIS DRAWING HAS BEEN COMPLETELY REDRAWN

AND SUPERSEDES : (61 N218 R5)

PLOT FACTOR: 192

W_TVA

C.A.D. DRAWING

DO NOT ALTER MANUALLY

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EL J20.00

EL .330.00

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EL 520.00

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EL 34<l00 El. Ja(>.QO

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IIACHINEIIY El. 370.(IO . llffl!$S

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2 3 4 5 6 7 8

KENlUCKY PROJECT

TENNESSEE VALLEY AUTHORITY

C 61W219 PLOT · FAClOR:192 w_lVA.

R5

CAP:ORA-

00 Nl)t .lt.'IER MA,N.U,U.Y

£08M£9

B

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FIELD TO CHIPOUT AND INSTALL ~

NON SHRINK GROUT FOR 1?-2 ~#10

LTG CONDUIT SEE DETAILS &

SECTIONS ON DWG 65N835 ~~_.,

PLAN

EL 382.0---.,_ MH ~#1~

'--EL 372.15

R10

'-._ EL 372.15~

L 10

EL 375.30

EL 372.10

R9

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EL 372.10

L9

\'-......EL 375.68

EL 372.48

RB

EL 375.68

EL 372.48

LB

J

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EL 372.86

R7

'EL 376.06

EL 372.86

EL 372,61

L7

'-EL 372.61 EL 372.06 ../

EL 372.28

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RIVER WALL ELEVATION

-J

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L6

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EL 372.28

EL 372.06--'

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LAND WALL ELEVATION

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EL 379.5

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EL 362.0

--=-FACE OF LOCK LAND WALL

PLAN

SCALE ~2"=1'-0"

28'-0'. (V-V)

I "-I ' <,' .1

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.,,-EL 382.0

DETAIL A

CIRCUITS FOR OIL STORAGE BUILDINGS

(65N805)

I \'-1~8?-SP32 I

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I I I I

4 I I I I I I I I

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A

B

C

1~8?-FLOODLIGHT, 1?-STAIRWAY LTS L--f-OMIT FOR V-V

2?-PWR PLUG, 1~8?-LT STD, 1,.,8?-NA\i

I I 1~8? TO LTG STD 1+13.0A.

OMIT ON T'-T'

<I

M-M

SCALE ~8"=1'-0"

2" F EMBANKMENT ---------,,

<I

31'-0~4" ..

N-N SCALE ~8"=1'-o"

( <I w u <C

" u D

<i

Q- Q (AS SHOWN)

v- V (AS NOTED)

SCALE ~8"=1'-0"

s-s

SCALE ~8"'=1'-0"

" 1 ' ~#2/0 GRD CABLE TO EL 380.5 r+, ~-:· ~=;~ff~;;====-:;:_-;__J-

PWR RECP RECESS

,, I · 51" w EL 378.Q 11 I 2,.-1-1~8?-LTG, 1~8?-NAV 1T

~ 28'70" -I, ~ f----i=~~,----

51 .. __ 2 I I

GD EL 377.0 __ ...L.:::i~-2?-PWR RECESS

-' 1 <I

SECTION v'-v'

V

Ll

·4 w u

" u '3

) EL 372.10

P-P

SCALE ~8"=1'-0"

EL 376.69

• 0

51:...." -t--+--=-28:....'-.I\.O-,..."_~ \ 2 24•-o: (T'-T') w u

<C

EL 372.56--., ~ \¢

EL 372.89 (T'-T') _,, 11ihNtp " (.)

D

NOTES:

T - T (AS SHOWN)

T' - T' (AS NOTED)

SCALE ~8"=1'-0"

1. RIGID CONDUIT SYSTEM TO BE INSTALLED IN ACCORDANCE WITH

TVA STANDARD MHA-313

2. LARGE TRIPLE LETTERS THUS (DPV) REFER TO SMALL TRIPLE LETTERS THUS

(dpv) MARKS ON BILL OF MATERIAL.

3, ALL CONDUITS 3" FIBRE UNLESS OTHERWISE NOTED,

4. ALL CONDUIT CROSSING CONTRACTION JOINTS TO BE

PROVIDED WITH EXPANSION COUPLING.

5. ALL FIBRE CONDUIT CROSSING CONTRACTION JOINTS TO BE ENCLOSED

WITH SUITABLE SEALS.

6. SEE 65BM835 FOR FLTG MOORING BITT MATERIAL.

REFERENCE DRAWINGS:

65BM803 ---- BILL OF MATERIAL

64N844----- MISCELLANEOUS CONDUIT DETAILS

SYMBOLS:

----- CONDUIT EMBEDDED

C

D LIGHTING STANDARD WITH RECESS

□ ---- LIGHTING STANDARD ONLY

R I I I I I I I I I

D

E

F

I I f'-R~~l-----~--~--~1 __ ~1 ___ ~1 __ 1~_~1 ___ ~ 1 ___ ~1~ __ _,1__, DISQPLNE

INTERFACE

.,..:.IC',J

w <C

" u D

OATIC CHKD I S\JPV I Rw«> I APPD I "" I SCALE: 1"=30'-o" EXCEPT AS NOTED~!--~

LOCK

---+-l - Ll EL 372,06

--+- CONDUIT

PLAN &

& GROUNDING

DETAILS

R-R

SCALE ~8"=1'-0"

COMPANION DRAWING: 65N840

UPPER PORTION

7 I I JED JED I JLR I JM'w' ~%~%I DTN I - I - - f-----------------------------1 f-=,.,l,=~=~,_+~~,l,=~.,.-!,~=,,1--,=.,.,..l:::;l"-.,""",J<'.C-"!!~~~d-~~~-.-l,~~.L--I DESIGNED BY: DRAv.tl BY: CHEO<ED BY: SUPERVISED BY: RE\IIE'IED B'I': APPROVED BY: ISSUED BY:

REVISED BY AIMSI TD SH□w' AS-BUil T CONDITIONS AND ACCEPTED FDR USE BY CORPS LFR / ROK OF ENGINEERS AND TVA, REDRA\JN TD CONVERT TO AUT□CAD FORMAT LFR RMA S. KVAVEN E.H. WEILEMAN R.A. HOPKINS H.A. HAGERMAN

~ .... I DATC I DSIJII DR\ffl CHKD I SIJ>V RV'wD IIPPD I ISSD I ~:CT IAS Cl>IST REV

" KENTUCKY PROJECT

TENNESSEE VALLEY AUTHORITY

Advanced Integrated Management 11:su;1£n Ill'• su11M1nEo iw, Services, Inc. J DAUGHERTY m MIKE WILSON PE

~ :;-;;~GHERTY FOSSIL AND HYDRO ENGINEERING

702 S. lllilois Ave. A Suite B-205 Oak R~ , Te_nnessee 37830 LI PhO'le: B6f:I] 482-91179

CHCOIED BY,

J L RAINES REV!Sl□N 7

AIMSI 7

TASK COMPLETED BY: REV NO.

THOMAS W, WATERS PE ""' AUTOCAD R14 8-11-39 8

CHICF, CN[;INCCRIN:; DIVl:Slmll

ELECTRONICALLY RESTORED DRAWING

THIS DRAWING HAS BEEN COMPLETELY REDRAWN

AND SUPERSEDES : (65N803 R6)

E 65W803

PLOT F ACTOR:360

W_TVA

R 7

C.A.D. DRAWING

DO NOT ALTER MANUALLY

C

D

E

F

G

H w u

" u g

5;• 5~" 1-1 • -----tj ---ij-----t--1 •-;,- 1 ~B?

5'-6~4"

C> ---$-(j)-{1)------j - ---fl)-{]}{I}----, -

---E")-{1)--{')----, -- - ----E")-(1)-{')----, -

) ---ffi--< ❖-I- ---fl)-{]}{I}----, -

• -EIHD-1D--~-

• > • > C>--nKi:Ki>----lc-lt

---Elrffi (

EL 370.0

SECTION A-A

SCALE: ~8"=1'-0"

I ID

a a

'° "' +I N

~I

O· ., I I

N

51• 51" 12· 2 2 21'-1''

7'-o"

1-t-1-

(D a

~I N

;c (f)

31'-9~8"

4F 2·

,,,.--.3FKT1

---4FKT1

-fEK!)-{D----, - -0)---1- >-

--ft)--(i}{i)----, -

---6:)--G)-{i)----, -

---fl)-{]}{I}----, -

'cE)-()-{)----, -

FROM OPER

BLDG

EL 372.33 -+--+"-

c-c

SCALE: ~8"=1'-0"

D D

? HAULAGE EQUIPMENT

CONCRETE PAD STA 9+95.00,

SEE DWG 65N850 FOR CND

& GROUNDING

I i!J ID W u § ~ rXFC AT EL 288.0±, ci <I EXTEND TO GR□ MAT

~ 0 ON EAST SIDE OF

PULL BOX SEE DWG

65N850-.__.__

::: 1t;; I LOCK, 15NBOO

(f) ~ g xFc. EL 337.5~{~ I

LO I EXTEND TO GRD I ~ I

<D TEST STA IN .

! SWITCHY~RD, ~

.- 75N800 ; ;c >-

(f) (f)

I

;c (f)

ID

:;;i

'° "' 61

;c (f)

I I I ,. • I I " I

-1:tj:.._1?-CHE8 • EL 380.8 1r.--:;...,_,c,1'1'-,-7, w. :-~m~~. ·. 1~8,--;

-s!,-(D-€),1 • tit -sp-(j)-tjf- .

w u

C:- t> g

21 '-1"

2''

C>

51" 51 • 2 2 12"

3FKT1

4FKT1

4-l!Eb,/4t==;::- 3?

4F ~

I

--l---+.J-E~ 366. 5 7

ID

N ., "' ;c (f)

<XJ

;c (f)

I N

(f) (f) w

...- SEE DWG 65N850 FOR CND

LOCATIONS & DESIGNATIONS

I

I~ ID t<

"' <I " + c' "' (f)

(f) I~

V -, V

NEW L TG STD BY CORP OF

ENGINEERS SEE THEIR DWG

~#02-L22.4-29/26 j_

<XJ

I

N

31'-5"

'° r

"' ;c V)

I

I

"' N I

I

0" <( ~ l o"' ~"' >z w w ::> 0 0 tJ

EL 378.12 r+c--1 -£)-@-+-+ • 4F

" g w u

• ...c4-t:IH--' w·

EL 342.

-w· (!l

D

~I ;c (f)

L 340.28 L 340.45 W'-W'

S ABANDONED CND

w-w 1~8

& W'-W' i"

> ID

< z z <( g a.

t- w Cll N ~ (!) N wot-+ (.!) ii: !:!:: aJ

0 ID~

ii: I I j'.::

(De,..~(/) ~- ~ \

• v

6" I 6" 6":!> 4'-3"

.•F.f..

' ' -v.

w-w W' -W'

?F • 8 6" 'It

0 r;s" w·-w· C> I •

(AS NOTED)

SCALE: ~8"=1'-0"

D -

OIL STORAGE BLDG,

□ET A, 65N803

LAND WALL

I I

'It ' I I

HAULAGE EQPT RM

CONTROL STATION

DETAIL R 65N851

ID

<( (!l

Uo '" w (f) (f) w

.... ~ m ~co ~ I+ O::a 1(,1) wco

XW<(I-Z

o Q;;1-c«"' CD LL (/) C.!HO l --

'" I!!

V) w u w °' N

~ 00 ~z < ,n

O• N

I

<XJ

TOP OF LOCK WALL

OMIT ON v·-v·

EL VARIES

1~8?-L ~--.L1~8?-NL

V- V (CNDS ABANDONED)

v· - v· (AS NOTED)

SCALE: ~8"=1'-0"

(!l o:i "' I + LL c,., W <.O lO LO V I"') LL c,.. W f'l')<XJ _.ILL.II """l""l VJ

~ j::: ~ a. N N I I _j i15

(!l a "' + v ;c

(f) I (/) ,:,.. 0 ~,--' N N W <.O

-s_ / \ / I~~--~ w u

" u a

5'-6~4"

EL 376.5

51· 51" 2 2

I?

L-L

SCALE: ~8"=1'-0"

1 0

1~8?

EL 372.86

N -

V3 J D I ( OPERATION BLDG

r I A , \ DWG 65N836 rt-----,-==1 I

~ v I

"' N I

O•

<XJ

I

I N a <n a <n

"' w NIU . + w., <XJ °' I

< <I ->- I (/) ~ N

(f) fc?

I

EL 382.0 2/0 XFF ,, G3

,!,!J,!J, 1111111~ Ir

1 111111 111111 - ~

EL l342.0 PPL J EL 362.0 ~w ,, ' 0 v I

_J D jl

I~ ~ w I u w a v z ,n

"' ~ ~ w (.!) 0 c., g ~ zNW c,..-

W (f)- co (!) ~I ~ (!) Z 0 oL(/J LO iE >-ru iE ~ -<.O- ID+-,----~ uf muwo > F-w <( I I

(f) (f) (f) 0 (!) (!)

(f) >- -w::::,L.JO:: I :J

8 ~ g ~ ~I >-< (r 0:: LL ;

,:,..1 8 (D c--1 c-- a::

' i SEE DWG ~ 1,...--'V 65N?50 I '7 F ~ - \

I

I 1:1;

I 3. I z "' "' u w

(f) (f) w u

~ ~fl en 8tl 'jtl !-:ti a::"""-(/) I- -ii~~~~~ O i:o a.

o c- i:o ...J o i15>+c-•1 : 1 f'l')g, l.01 «> 01 t-- CD CD ..... 0 V wco<o o...Ju + w"""1-o ow <.O (/) c--- lll r....: ID w Vj < co t-- I- ::::, I-

+ + ~~ V1 <.O <.O - 0

I ::,Iv ~ < I "' >- "' .-1-W:tz (/) (/) i-;- ~ G

1nfif ~ 1111 c J

- u--

111111 111111 £j - 1-

RIVER WALL

XFF--. ,!. \.. JG1 I rn

I BOX 282 --.. .,,,.., UJ

ID 12?-PL56~ ~ \'

8 en en~ mm.,_G co O O OCI < I"' '2 I o o 1z LL u co r-,.. lOr-,:~ N w

O co N ll""l lll<.0 < ++-co .... coO+ I- t-- CDCONc,.;N I<.0

(/) <( -<;(IXNX W<(

1- 1-~0 10 0::1- (/) (/) c,.. (D r-- (D Li:: (/)

PLAN

V1

I B r .C::::- -' ' L -

( ~0--- '=--- --.±--\_ ""\..)

(f) (f) w u w

(!l ..J g A I

8-~t- -~ >- 0 Z a o 0 U ~ -1

~ ID

DPF

"' <XJ

'° "' O• + ., "' J._ ~ I

N C!l N

"' [D 00 ,0 "' ., .

+1c,..I/} c,..

LO CO II} CO

<( J._~ }._ >- w

(f) "'

ID

a a

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TE //4 [I)

-_/ h II} I----., w

I- I- - __,.,.,, (D u

ID

a w a "' .. <I

"' + c' "' (f)

ID

a a

"' ;c (f)

ID

a a N

,;!; I ;c (f)

·- IT

ID

a a ,0

"' ;l: I ;c (f)

::.:r

- II -

FLOW

CIT

1.,,,..- 1 ~8?

"' I < z ;c (f)

~I co I a a

+ v t;; I

ID

a a g ;l: I ;c (f)

_LJ

I 2FL PL544

2/0, XFF "-BOX 277

□ET B, /I

65N840 [ 1

= LJI

2/0, XFF_/

ID

a a

ID

a .,; I

,,, ,!;r ;c - (f) g iii

I w ::, w

,; I (!l c3 a ·v

ID 00

>- z w "' 0 "'

ID a, ID <XJ a a a a a

~+-I ~ i ,., ~Ir;!;

(f) (f) (f) z

" z u

<XJ

a z a L() L() 0 C'• o::iC.O "¢N m 0 1 co 1 + ..... + f'I') lO I LO c,.:

~ ~ i I (/) c,.. (/)

(f) ~

11 12

A

B

C

D

E_L 366.57---++t-lft

_EL_373.02"--f-+1-.;~([)-ffi- " u a

C> E

F-F G-G

SCALE: ~8"=1'-0" SCALE, ~8"=1'-0"

EL 340.0±

R30

EL 340.25

EL 340.0

EL 340.25

R29

EL 340. 74 EL 340.48

R28 R27

STA 8+9.3.50 B

TERMINATE WITH FLUSH

COUPLING & PLUG AT EL 350.0'

FL TG MOORING SITT

EL 340.28

EL 337.50± I

EL 340.25 I

EL 340.0 I

EL 340.25 I

I R26 I I

I XFC I

t::='EL 288.0± I

FACE OF LOCK WALL

/EL 350.0

___ ,£?DERRICK_

DETAIL T

SCALE: ~2"=1'-0"

EL 340.0±

EL 340.37

EL 340.39

EL 340.25

EL 340.63

EL 340.25

L25 L24

EL 340.00

L23 L22

K-K

SCALE: ~8"=1'-0"

B-B

SCALE: ~8"=1 '-0"

GRADE EL 374.5

FOR DUCT BANK & CNDS IN THIS

AREA, SEE DWGS 65N850 &

65N851

MHB

EL 369.67

EL 366.57 ,,-

/ ,, I

TEMPORARY R R PIER EL 342.0

,, ,, I

I I

EL 340.71

I I I I I I I I I ~25

I I I I

GRADE

EL 374.5

EL .342.0

EL 340.45

L21

EL 340.45

R24

EL .340.3.3

EL 340.25

EL 340.0

EL 340.25

R23

EL 340. 71

R22

EL 340.45

R21

EL 340.25

EL 340.0

'---'- EL 340.25

R20

/ .£... ____ L_

R19

RIVER WALL ELEVATION

lrn..,_I - - - -~II -----

MH7

STWY & GATE HSE L TG

MH6

.=,,- - EL 369.67

1: ___ J.;:.::;~~~:==:::.t;:;---:;:;;-;;-:::;;t-{!L_J

EL 366.57 EL 372.0

EL 340.28

EL 340.25

EL 340.0

EL 340.25

L20 L19

2/0, XFF

EL 362.0

L18B L18A

EL 372.33

L17

LAND WALL ELEVATION

4 5

MH5 EL 375.50

-c

EL 370.0

L 16

EL .362.0

R18B

STWY LTG

MH9

EL .372.0

2/0, XFF

R18A

EL 382.0

EL 372.33

R17

EL 376.0

EL 374.50

~STA 4+ 78.83 B

EL 376.50

EL SEE DWG

65N836

L15

EL 371.30

L14

EL 372.36

L13

MH10

R16

EL 372.64

L12

EL 380.29

EL 372.34

EL 380.0

R15

EL 380.0±

EL 372.15

EL 372.39

L11

EL 380.55

EL 372. 77

R14 dvonced Integrated

Services, Inc.

702 S. lli'IOis Aw.

5.iite B-203 Ode Rid , T!![fles&ee 37630 Phcne: 665J 482-9679

EL 380.80 EL .380.0±

EL 373.02 EL 372. 73

EL 372.44

EL .372.15

R13 R12 R11

NOTES:

REFER TO DWG 65N803

REFERENCE DRAWINGS:

65BM805 ---- BILL OF MATERIAL

65N844 ----- MISCELLANEOUS CONDUIT DETAILS

SYMBOLS:

= CJ -------

G1 & V1 ---

TE -------

R

CONDUIT EMBEDDED

LIGHTING STANDARD WITH RECESS

LIGHTING STANDARD ONLY

DENOTES GATE 1 AND VALVE 1 RECESSES RESPECTIVELY

DENOTES TOW1NG EQUIPMENT RECESS

F

R DISCIPLINE e-"-~-----~--~--~--~--~--~-----~~----~--~--t INTERFACE

REV,

DATE DSGN

SCALE: 1"=30'-0"

LOCK

SUPV "'"' """ "'°"" "

AS CONST ""1,'~---, CD ,

EXCEPT AS NOTEDh!--.., COMPANION DRAWINGS: 65N840, 850

CONDUIT

PLAN &

& GROUNDING

DETAILS

'""" anagement ncs1G1tcn BY•

J DAUGHERTY

J DAUGHERTY

0£CX[D BY,

J L RA[NES

AIMSI

TASK COMPLETED BY:

PROJECT

" = AS CIJ'IST CD

SUIMITTED BY•

MIKE WILSON PE

us Ar,-,y Corps CMIEF, DESl~N IIIAl«:M of Engineers APPRDVCD BY• No.shville District

REVISl□N 10 THOMAS W, WATERS. PE CHIEF, EN:lll\EERIN~ IIIVISIIIN

LOWER PORTION

CRAWN 8~

LFR

CHECKED 8~

RMA

SI.FERVISED 8~

S. KVAVEN

REVIEWED BY: APPROVED BY:

E.H. WEILEMAN R.A. HOPKINS

AUTOCAD R14

KENTUCKY PROJECT

TENNESSEE VALLEY AUTHORITY

8-11-39

FOSSIL AND HYDRO ENGINEERING

8 E 65W805

ISSUED BY:

A HAGERMAN

R 10

C.A.D. DRA'MNG

ELECTRONICALLY RESTORED DRAWING

THIS DRAWING HAS BEEN COMPLETELY REDRAWN

AND SUPERSEDES : (65N805 R9)

PLOT FACTOR:360

W_TVA DO NOT ALTER MANUALLY

REV NO.

8" 10"

11'-11"

"3

9'-11"

8'-10ƒ"5†" 5†"

9'-10"

3'-0" 3'-0" 3'-10"

9'-11"

8'-10ƒ"5†" 5†"

9'-10"

1'-0" 1'-0"

5†"6"

17'-2"

5'-0" 3'-5•"

8"10" ƒ" ƒ"

5" 5"

2•" 2•" 2•"2•"

17'-2" ƒ" ƒ"

8"10"8"10"

•" RIB

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l o t

T i m e

P l

D a t e

F i l e

N m e

:5

:4

M c u s e r s h e c x c d h p w w o r k c e lr n d m s

N .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0

8C

C14

N_TVA

---NCBMAMRFK-

INITIAL ISSUE

KENTUCKY PROJECT

XX

•"=1'

SI CDH

SI

CHIEF, DESIGN BRANCH

CDH

CELRN

ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN P.E.,P.G.

68N200-22

68N200-22

BEAM MK. 12

BEAM MK. 11

BEAM MK. 10

BEAM MK. 13

BEAM MK. 14

W16X100

L4x4x• x 12"

L4x4x• x 12"

W16X100

L4x4x• x 12"

L4x4x• x 12"

L4x4x• x 12"

W16X100

TYP.

W16X100

TYP.

BOTH SIDES

•" RIB

W16X100

BOTH SIDES

•" RIB

TYP.

•" RIB

•" RIB

KENTUCKY LOCK ADDITION - EXISTING LOCK

DOWNSTREAM LOCK EXCAVATION

DETAILS - SHEET 2

REVISION TO LOCKWALL GRATING

SEP/18

AS-AWARDED CERTIFIED FINAL

6"

4"

3Œ"

1•" 1•"

8ƒ"

4…" 4…"

8"

1'-0"

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l

T i m e

P l

D t e

F i l e m e

:5

:0

M c u s e r s h e c x c d h p w w o r k c e lr n d m s

N .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0

8C

C14

N_TVA

---NCBMAMRFK-

INITIAL ISSUE

KENTUCKY PROJECT

XX

1"=1'

SI CDH

CELRN

SI

CHIEF, DESIGN BRANCH

CDH

ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN P.E.,P.G.

DETAIL A

X

X

BEARING BARS

CROSS BARS

DETAIL B

L6x6x… MK. 22

CONT. BEARING ANGLE

TYP.

SECTION X-X

HANDRAIL POST

FOR EXISTING

2‹" } x 5" BAR

1•x‰

BORDER BAR

DRILL HOLE

1•" GRATING

6" DECKING

‚" PLATE

EXPANSION ANCHOR

…" x 4"

TO 1•" GRATING

‚" P, WELDL

1•" GRATING

W W

MAX.

M A

X

DETAIL C

OF DECKING

BEARING BAR

OF GRATING

BEARING BAR

OF GRATING

CROSS BAR

SECTION W-W (SEE NOTES 4 & 8)

S

E E

O

T E

S

1„" HOLE

TYP.

TYP.

‚" BANDING

DETAIL D

Y

Y

(SEE NOTE 3)

SHOULDERED EYE BOLT

P 8"x8"x•"L

SEE NOTE 4

SEE NOTE 6

SECTION Y-Y

68N200-25

68N200-25

OF DECKING

2" CROSS BAR

(SEE NOTE 4)

ANGLE

TO ACCEPT BEARING

SAW CUT CONCRETE

AA

P 8"x8"x•"L

‚" PL

OR APPROVED EQUAL

G-277 SHOULDER EYE BOLT

NUT TO ACCEPT 1" CROSBY

GRATING TO CLEAR P 8"x8"

NOTCH AND BAND PEDESTRIAN

L

P 8"x8"x•"L

1„"} HOLE IN •" P L

CAP SCREW

FOR STAINLESS STEEL

Œ" } HOLE

CAP SCREW

STAINLESS STEEL

•x 1ƒ"

STEEL CAP SCREW)

(•"} STAINLESS

FOR MK. 36

DRILL AND TAP

P ON GRATING

SUIT CORRESPONDING

BARS OF DECKING TO

BETWEEN BEARING

P…"x2x4", WELDL

L

KENTUCKY LOCK ADDITION - EXISTING LOCK

DOWNSTREAM LOCK EXCAVATION

DETAILS AND SECTIONS

REVISION TO LOCKWALL GRATING

SEP/18

AS-AWARDED CERTIFIED FINAL