W912P5-17-B-0015_TPlans.pdf
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N
ILLINOIS
INDIANA
KENTUCKY
MO.
TENN.
TENN.
Louisville
Elizabethtown
Bowling GreenHopkinsville
Evansville
Cairo Paducah
Dyersburg
Paris
Clarksville
Nashville
Cookeville
M
IS
S
R
IV
E
R OHIO
R
IV
E R
W a b a s h
R
Mayfield
C u m b e r la n d
R.
R
C u m b.
T e n n
R
45E51
31W
31W
31W
70N
DAM
CHEATHAM
OLD HICKORY DAM
DAM
HILL
CENTER
DAM
HOLLOW
DALE
KENTUCKY LOCK & DAM
US Army Corps of Engineers
Nashville District
Plans For Kentucky Lock Addition
Tennessee River Basin
Kentucky Lock Addition
Livingston County, KY
&Site, Demolition Utility Relocations
November 2017
RTA - Certified Final Chief, Engineering Construction Division
Benjamin L. Rohrbach P.E.
Lt. Colonel, C.E. District Engineer
Lt. Colonel, Cullen A. Jones P.E.
Submitted:
Bernard D. Schulte P.E.
Chief, Civil Design Branch
Vanessa C. Bateman P.E., P.G.
Approved:
(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.
designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration
Note:
Project Engineer
Approval Recommended:
Approval Recommended:
W912P5-17-B-0015
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
SUBMITTED BY:
APPROVED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
US Army Corps of Engineers
Nashville District
P l o t
T i m e
P l
D a t e
F i l e m e
:3
:0
P M c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
8C
C07
N_TVA
---MAMJJL--
INITIAL ISSUE
KENTUCKY PROJECT
XX
CHIEF, CIVIL DESIGN BRANCH
INDEX OF DRAWINGS
MLG
NONE
BDS
BDS MLG NCB
DRAWING TITLEFILE NAME
GENERAL
DRAWING TITLEFILE NAME
LOCK ADDITION
SHEET 1 0F 1
INDEX OF DRAWINGS, SHEET 1 OF 1
CELRN
SMS
SMS
UTILITY RELOCATIONS
INFORMATION ONLY DRAWINGS
SITE, DEMOLITION & UTILITY RELOCATIONS
JULY/17
61N246-6
PROJECT LOCATION PLAN
CONSTRUCTION LIMITS PLAN
61N246-6
61N246-6
61N249-10
61N249-11
61N249-12
61N249-13
61N249-14
61N301-19
61N301-20
61N301-23
61N301-24
61N301-27
61N301-28
61N301-36
61N301-37
SURVEY CONTROL PLAN
MONOLITH M-4, CONCRETE, BASE BID PLAN AND SECTIONS
GENERAL SITE, CONSTRUCTION, PLAN
MONOLITH M-4, CONCRETE, BASE BID SECTIONS AND DETAILS
MONOLITH M-4, CONCRETE, OPTION 4 PLAN AND SECTIONS
MONOLITH M-4, CONCRETE, OPTION 4 SECTIONS AND DETAILS
MONOLITH M-5, CONCRETE, BASE BID PLAN AND SECTIONS
MONOLITH M-5, CONCRETE, BASE BID SECTIONS AND DETAILS
MONOLITH M-5, CONCRETE, OPTION 5 PLAN AND SECTIONS
MONOLITH M-5, CONCRETE, OPTION 5 SECTIONS AND DETAILS
MONOLITH L-4, CONCRETE, BASE BID PLAN AND SECTIONS
MONOLITH L-4, CONCRETE, BASE BID SECTIONS AND DETAILS
MONOLITH L-4, CONCRETE, OPTION 6 PLAN AND SECTIONS
MONOLITH L-4, CONCRETE, OPTION 6 SECTIONS AND DETAILS
MONOLITH L-5, CONCRETE, OPTION 1 PLAN AND SECTIONS
MONOLITH L-5, CONCRETE, OPTION 1 SECTIONS AND DETAILS
MONOLITH L-5, CONCRETE, OPTION 7 PLAN AND SECTIONS
MONOLITH L-5, CONCRETE, OPTION 7 SECTIONS AND DETAILS
MONOLITH L-6, CONCRETE, OPTION 1 PLAN AND SECTIONS
MONOLITH L-6, CONCRETE, OPTION 8 PLAN AND SECTIONS
MONOLITH L-6, CONCRETE, OPTION 8 SECTIONS AND DETAILS
MONOLITH L-7, CONCRETE, OPTION 1 PLAN AND SECTIONS
MONOLITH L-7, CONCRETE, OPTION 9 PLAN AND SECTIONS
MONOLITH L-8, CONCRETE, OPTION 1 PLAN AND SECTIONS
MONOLITH L-8, CONCRETE, OPTION 10 PLAN AND SECTIONS
KYLK-1-OF-2
KYLK-2-OF-2
KENTUCKY LOCK - PART 1 OF A 2 PART FOLIO (AS-BUILT AS OF JANUARY 2001)
KENTUCKY LOCK - PART 2 OF A 2 PART FOLIO (AS-BUILT AS OF JANUARY 2001)
TEMPORARY HAZMAT STORAGE
SITE PLAN
BUILDING ELEVATIONS, DEMOLITION
ENLARGED ELEVATIONS, DEMOLITION
ENLARGED ELEVATIONS
ENLARGED PARTIAL FLOOR PLAN / ROOF PLAN, DOOR & HARDWARE SCHEDULE
PROPOSED BUILDING ELEVATIONS
OPERATIONS BUILDING RENOVATION
STRUCTURAL DETAILS & SECTIONS
LIGHTING PLAN
GENERAL NOTES, MATERIAL LEGEND
FLOOR PLAN / ROOF PLAN, DEMOLITION
ENLARGED PARTIAL PLANS, DEMOLITION
DETAILS, SHEET 1
DETAILS, SHEET 2
DETAILS, SHEET 3
MECHANICAL PLANS / SECTIONS, DEMOLITION & NEW WORK, SHEET 1
MECHANICAL PLANS / SECTIONS, DEMOLITION & NEW WORK, SHEET 2
GENERAL NOTES - LEGEND AND ABBREVIATIONS
HORIZONTAL & VERTICAL CONTROL - SURVEY MONUMENT & BASELINES
DISPOSAL AREA "D" - PLAN
61N249-30
61N249-31
61N249-32
61N249-33
61N249-34
61N249-35
61N249-36
61N249-38
61N249-39
61N249-40
61N249-41
61N249-42 UPSTREAM LAND WALL - LIFT STA. & SEWER TRANSITION - VIEW & SECTION
61N249-43
61N249-44
61N249-45
61N249-46
61N249-81
61N249-48
61N249-49
61N249-50
61N249-51
61N249-70 UTILITIES - LOCK CROSSOVER BRIDGE - ELEVATION VIEW
66N281-1
66N281-2
66N281-3
66N281-4
66N281-5
66N281-7
66N281-8
66N281-9
66N281-10
66N281-11
66N281-12
66N281-13
67N705-1
67N705-2
65N760
US 62/641 HIGHWAY BRIDGE
P&L RAILROAD BRIDGE
POWERHOUSE ACCESS BRIDGE
COMBINED ABUTMENTS (TVA) 81N201 THRU 81N208
(TVA) 88N200 THRU 88N205
(TVA) MI5200H1 THRU MI5200H38
(TVA) 80H400 THRU 80H475
MONOLITH L-4
MONOLITH L-5 & L-6
MONOLITH L-7
MONOLITH L-8 & L-9
MONOLITH L-10 & L-11
MONOLITH L-12 & L-13
MONOLITH L-14, L-15 & L-16
MONOLITH L-17
MONOLITH L-18
MONOLITH L-19 & L-20
MONOLITH R-18
61N249-80 HAZMAT STORAGE - SITE PLAN AND DETAILS
HAZMAT STORAGE - BUILDING PLAN AND CIRCUIT BREAKER PANEL SCHEDULE
MONOLITH R-19 & R-20
67N403 PIPING, AIR, WATER AND ROOF DRAIN LINES
67N600 PIPING, PLANS AND SECTIONS, PLUMBING
67N601 MECHANICAL, SHOP ADDITION, PLUMBING
REFERENCE DRAWINGS
REFERENCE FOLIO SETS
61N247-3r1
61N247-4
61N301-21r2
61N301-22r2
61N301-25r1
61N301-26r1
61N301-29r2
61N301-30r2
61N301-31r1
61N301-32r1
61N301-33r2
61N301-34r2
61N301-35r1
61N301-38r2
61N301-39r1
61N301-40r1
61N301-41r1
61N309r5
61N313r5
61N317r3
61N320r2
61N323r3
61N326r2
61N329r2
61N333r3
61N336r4
61N341r3
61N436r3
61N441r4
61N249-16 SITE PLAN AND PROJECT OVERVIEW
61N249-37
61N249-47
ELECTRICAL REFERENCE FOLIO
MECHANICAL REFERENCE FOLIO
GENERAL NOTES
DOWNSTREAM, PLAN
DOWNSTREAM RIVER WALL - LOCK TO BRIDGE TRANSITION - DETAIL
DOWNSTREAM RIVER WALL - LOCK TO BRIDGE TRANSITION - PIPING SECTIONS
DOWNSTREAM LAND WALL - LOCK TO BRIDGE TRANSITION - DETAIL
DOWNSTREAM LAND WALL - LOCK TO BRIDGE TRANSITION - MECHANICAL VIEW
DOWNSTREAM RIVER WALL - LOCK TO BRIDGE TRANSITION - ELECTRICAL SECTIONS
DOWNSTREAM LAND WALL - CATWALK PIPING SECTIONS
DOWNSTREAM LAND WALL - LOCK TO BRIDGE TRANSITION - ELECTRICAL VIEW & SECTIONS
DOWNSTREAM - BRIDGE UTILITIES - SECTION
UPSTREAM LAND WALL - PLAN
UPSTREAM LAND WALL - OPERATIONS BLDG. & LIFT STA., DETAIL
UPSTREAM LAND WALL - UTILITIES BRIDGE TRANSITION - DETAILS
UPSTREAM LOCK ADDITION - UTILITIES BRIDGE TRANSITIONS - DETAILS
UPSTREAM LOCK ADDITION - UTILITIES BRIDGE TRANSITIONS - SECTIONS AND DETAIL
UPSTREAM LAND SITE - SEWER LINE & POTABLE WATER - PLAN
LIFT STATION & CONTROL PANEL - DETAILS
PIPE SUPPORT - AND TRENCHING DETAILS
MISCELLANEOUS PIPING - DETAILS
UPSTREAM LAND WALL, UTILITY PIPE CONNECTION
61N249-54 ELECTRICAL - TYPICAL HEAT TRACE CABINET - LAYOUT & WIRING DIAGRAM
61N249-55
61N249-56
61N249-57
ELECTRICAL - TYPICAL LIFT STATION CABINET - LAYOUT & WIRING DIAGRAM
ELECTRICAL - CIRCUIT ID. & LOCATION - SHEET 1 OF 2
ELECTRICAL - CIRCUIT ID. & LOCATION - SHEET 2 OF 2
UPSTREAM LAND WALL - UTILITIES BRIDGE TRANSITIONS - SECTIONS
66N281-6
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
VANESSA C. BATEMAN
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 m e
P l t e
F i m e
:3
:3 c d o c u m e n t s a n d s e t t in g s h e c x j 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
C07
N_TVA
INITIAL ISSUE
KENTUCKY PROJECT
XX
NONE
JULY/17
CHIEF, CIVIL DESIGN BRANCH
GENERAL NOTES,
LEGEND AND ABBREVIATIONS
CONCRETE
INDENTIFICATION LETTER
SECTION
IS SHOWN
WHICH THE SECTION
DRAWING NUMBER ON
INDENTIFICATION NUMBER
DETAIL
IS SHOWN
WHICH THE DETAIL
DRAWING NUMBER ON
A
XXXXXXX
A
XXXXXXX
XXXXXXX
DRAINAGE SLOPE
D
R
T
CURVE DELTA ANGLE
CURVE RADIUS
CURVE TANGENT
PROFILE DESIGNATION
SHEET LOCATIONDESIGNATION
STATION OR OFFSET
STATION OR OFFSET
DIRECTION DESIGNATION
RIPRAP
AGGREGATE
DEMOLITION, EXCEPT WHEN NOTED
CLAY
COE
CMP
CLSM
CL
CFS
CB
BR
CORPS OF ENGINEERS
CORRUGATED METAL PIPE
CONTROLLED LOW-STRENGTH MATERIALS
CENTER LINE
CUBIC FEET PER SECOND
CONTROL BOX
BRIDGE
LW
LTG
LT
LS
LBS
L
KY
NORTH AMERICAN VERTICAL DATUM
NORTH
MINIMUM
MANHOLE
MANUFACTURER
MANUFACTURED
MECHANIC
MAXIMUM
MAINTENANCE
NAVD
N
MIN
MH
MFR
MFD
MECH
MAX
MAINT
PIEZOMETER
POINT OF VERTICAL TANGENT
POINT OF VERTICAL INTERSECTION
POLYVINYL CHLORIDE
POINT
PUBLIC SERVICE SAFETY
POUNDS PER SQUARE INCH
PROPOSED LOCK
PLUG
PZ
PVT
PVI
PVC
PT
PSS
PSI
PROP LOCK
PL
WKYRECC
W/
W
V:H
V
USC & GS
USACE
WEST KENTUCKY RURAL ELECTRIC COOPERATIVE CORPORATION
WITH
WEST
VERTICAL TO HORIZONTAL SLOPE
VERTICAL
UNITED STATES COAST AND GEODETIC SURVEY
UNITED STATES ARMY CORPS OF ENGINEERS
YR
XFMR
W
V
TRANS
TEL
SW
RECC
PWR
PH
NEMA 3R
KVA
KV
ETC
CONTR
COND
C
A
YEAR
TRANSFORMER
WATT
VOLT
TRANSFORMER
TELEPHONE
SWITCH
RURAL ELECTRIC COOPERATIVE CORPORATION
POWER
PHASE
NATIONAL ELECTRICAL MANUFACTURER ASSOCIATION 3 RATING
KILOVOLT-AMPERE
KILOVOLT
ELECTRICAL TRANSFORMER COMPONENTS
CONTROL
CONDUIT
CABLE
AMP
BDS
DEK
BM V
BM H
BLDG
AVE
ASTM-C
ASTM
APPROX
ACI
AC
AASHTO
BENCHMARK VERTICAL
BENCHMARK HORIZONTAL
BUILDING
AVERAGE
AMERICAN SOCIETY FOR TESTING MATERIALS-CONCRETE
AMERICAN SOCIETY FOR TESTING MATERIALS
APPROXIMATE
AMERICAN CONCRETE INSTITUTE
ACRES
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
DOT
DOH
DIR
DIA
DEPT
DEG
D
CY
CU
CSB
CP
EXP
EXH
EXC
EX, EXIST
ENG
ELEV
EL
E
DWG
DS
DEPARTMENT OF TRANSPORTATION
DEPARTMENT OF HEALTH
DIRECTION
DIAMETER
DEPARTMENT
DEGREE
DIAMETER
CUBIC YARDS
CUBIC
CRUSHED STONE BASE
CONTROL POINT
EXPLORATORY HOLE
EXHAUST
EXCAVATION
EXISTING
ENGINEERING
ELEVATION
ELEVATION
EAST
DRAWING
DOWNSTREAM OF ORIGIN
LAND WALL
LIGHTING
LOW TENSION
LIFT STATION
POUNDS
LENGTH
KENTUCKY
BDS DEK JJL MAM- NCB
NATIONAL GEODETIC VERTICAL DATUM
NUMBER
NOT TO SCALE
ON CENTER
OFFSET
PARKER KALON
PADUCAH AND LOUISVILLE
PERFORATED
NGVD
NO
NTS
OC
OFF
PK
P&L
PERF
U/S, US
TYP
TVA
TP
T/LOCK
STD
STA
UPSTREAM
TYPICAL
TENNESSEE VALLEY AUTHORITY
TURNING POINT
TOP OF LOCK
STANDARD
STATION
KYTC
JB
INV
I
HWY
HSE
HQ
HEX
HEI
HDPE
FT
FLD
KENTUCKY TRANSPORTATION CABINET
JUNCTION BOX
INVERT
INTERSTATE
HIGHWAY
HOUSE
HEADQUARTERS
HEXAGONAL
HANSON ENGINEERING INCORPORATED
HIGH DENSITY POLYETHYLENE
FEET
FIELD
SPEC
SDR
SCH
S
RR
REINF
RCP
R
Q
SPECIFICATION
STANDARD DIMENSION RATIO
SCHEDULE
SOUTH
RAILROAD
REINFORCED
REINFORCED CONCRETE PIPE
RIGHT OF ORIGIN, LOOKING DOWNSTREAM
DISCHARGE
ROCK
BORING SAMPLE
EXPLORATORY HOLE, PIEZOMETER
CELRN
NTC NOT THIS CONTRACT
SITE, DEMOLITION & UTILITY RELOCATIONS
61N249-10
61N249-10
CURVE DATA
SECTION IDENTIFICATION
DETAIL IDENTIFICATION
ELECTRICAL ABBREVIATIONSABBREVIATIONS
CIVIL LEGEND
XXX X+XX X
A
XXX-XXX
XXX X+XX X
A
XXX-XXX
LOCK ADDITION
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
VANESSA C. BATEMAN
SMS
P
P
P
P
P
P
IDENTIFIER
STRUCTURE
SEE NOTE 1
AT MAXIMUM SAG,
WIRE ELEVATION
DRAWING NUMBER
REFERENCE
411.0
415.0
413.0
490.0
490.0
490.0
490.0
LW-2666s2
LW-2284s1
LW-3068s1
LW-2986s1AA
LW-3395s1B
LW-5732s4A
LW-2171s1A
VOLTAGE
69 KV
69 KV
69 KV
161 KV
161 KV
161 KV
161 KV
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
CB
C B
C B
RI
PRAP
PAVED DITCH
0 4
PAVED DITCH
CEMETERY
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
BI
LLBOARD
RI
P
RAP
U .S
385 4
U .S
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
U .S
U .S
HOPPER
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
W.E
5.1
W.E
6.1
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
8C
C07
N_TVA
---NCBMAMJJL--
INITIAL ISSUE
KENTUCKY PROJECT
PROJECT LOCATION PLAN
FLOW
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:
:3
:5 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
P l m e
P l t e
F i m e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
Z
1.3
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
E
N
E
N
320325
E
N
U .S
E
N
Z
0.
Z
8.
CB
CB
E
N
Z
8.
DENSE
VEGETATI
ON
0 3
BI
LLBOARD
U .S
E
N
Z
9.
E
Z
3.
Z
3.
OVERHEAD
PI
PES
TENNESSEE RIVER
KENTUCKY LAKE
0200 100 200 400FT
SCALE: 1''= 200'
NOTES:
BDS
DEK
LOCK ADDITION
GRAPHIC SCALE
BDS DEK
JULY/17
CHIEF, CIVIL DESIGN BRANCH
EXISTING KENTUCKY DAM
POWERHOUSE ISLAND
KENTUCKY LOCK, DAM
AND HYDRO PLANT,
LC
R E
L O
C A
T
U S
BOAT BASIN
MILE 22.4
SEE DWG 510N104A
DISPOSAL AREA "D"
THIS DRAWING
SEE NOTE 2 AND TABLE
TOWER RETAINING WALLS
EXISTING TRANSMISSION
1 2
4 5
6 7
C NEW 110' X 1200' LOCK
C EXISTING 110' X 600' LOCK
CELRN
1"= 200'
SITE, DEMOLITION & UTILITY RELOCATIONS
TIED Z-PILE WALL
COFFERDAM
DOWNSTREAM CELLULAR
COFFERDAM
DOWNSTREAM CONCRETE
61N249-11
61N249-11
THESE FACILITIES.
PRIOR TO INITIATING ANY WORK ACTIVITIES IMPACTED BY
LINES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
2. LOCATION OF EXISTING TRANSMISSION TOWERS AND OVERHEAD
WITH EM-385-1-1.
DISTANCE FROM CONSTRUCTION EQUIPMENT IN ACCORDANCE
SHALL FIELD VERIFY ELEVATION AND MAINTAIN CLEAR
1. MAXIMUM SAG ELEVATIONS ARE APPROXIMATE. CONTRACTOR
RIVER CURRENT TRAINING DIKE
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
VANESSA C. BATEMAN
SMS
SMS
TRANSMISSION LINE SAG ELEVATION
C
L O
C A
T
L
A I
L W
A Y
L
NTC
NTC
NTC
NTC L
F
F
F
F
RI
PRAP
P
P
P
P
P
P
P
P
PAVED DITCH
P
P
P
P
P
P
P
P
P
P P
P P
P
PAVED DITCH
CEMETERY
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
BI
LLBOARD
P
P
P
P
RI
P
RAP
P P
P
P
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
P
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
RI
P
RAP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
U .S
U .S
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
P
HOPPER
P
P
P
P
P
P
P
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
P
W.E
5.1
W.E
6.1
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
8C
C07
N_TVA
---NCBMAMJJL--
INITIAL ISSUE
KENTUCKY PROJECT
FLOW
Z
1.3
P
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
RI
PRAP
E
N
P
P
C B
C B
C B
C B
C B
C B
P
P
P
P
P
P
STEPS
RI
PRAP
RI
PRAP
RI
PRAP
P
P
C B
P
W.E
6.8
E
N
P
C B
C B
P
P
P
U .S
Z
0.
P
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
CB
CB
P
C B
C B
C B
C B
P
Z
9.
P
P
P
P
P
E
Z
3.
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
P P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
P
EXISTING KENTUCKY DAM
TENNESSEE RIVER
KENTUCKY LAKE
0200 100 200 400FT
SCALE: 1''= 200'
NOTES:
BDS
DEK
LOCK ADDITION
C B
C B
GRAPHIC SCALE
BDS DEK
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:
:4 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
P l m e
P l t e
F i m e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
TOWER RETAINING WALLS
EXISTING TRANSMISSION
0 3
0 4
385 4
320325
P
P P
P
P
P
P
P
P
Z
9.
U .S
RI
PRAP
RI
PRAP
P
P
P
P
W.E
2.7
W.E
0.5
W.E
0.4
Z
7.
Z
0.
BRUSH
CONSTRUCTION LIMITS PLAN
CHIEF, CIVIL DESIGN BRANCH
JULY/17
LEGEND:
UPSTREAM LAYDOWN YARD
CONSTRUCTION LIMITS
HAUL ROAD
RI
PRAP
P
P
P
P
P
P
P
P
P
P
P
P
W.E
6.5
Z
8.
FOUNDATI
ON
TRAINING DIKE
RIVER CURRENT
HAUL ROAD
U .S
U S
POWERHOUSE ISLAND
RIVER ACCESS RAMP
WEST BANK BOAT BASIN AND
EAST BANK RIVER ACCESS RAMP
N
SEE SHEET 510N104A
DISPOSAL AREA D
LAKE ACCESS AREA
EXISTING KENTUCKY LOCK
CL
CL FUTURE LOCK
CONSTRUCTION WORK LIMITS
CELRN
1"= 200'
SITE, DEMOLITION & UTILITY RELOCATIONS
S T
I M
I
O
I T
C U
R T
S N
O C
S T
I M
I T
C U
R T
S N
O C
61N249-12
61N249-12
UNDERNEATH BRIDGE
LAYDOWN AREA
7. AREA UNDER OLD US-641 BRIDGE MAY BE USED FOR DISPOSAL.
OFFICER.
WORK PLAN SHALL BE SUBMITTED TO THE CONTRACTING
APPROVAL AFTER SUBMISSION OF DETAILED WORK PLAN.
TVA PERMIT PROCESS USUALLY REQUIRES TWO WEEKS FOR
WILL REQUIRE A TVA DRILLING AND CHIPPING PERMIT.
6. SAWS CUTS THROUGH EXISTING STRUCTURES OWNED BY TVA
WITH FUTURE AND CURRENT CONTRACTORS.
5. IDENTIFIED HAUL ROAD WILL BE REQUIRED TO BE SHARED
SCHEDULED LOCK CLOSURES.
CHANNEL SHALL NOT OBSTRUCT NAVIGATION EXCEPT DURING
4. WORK AREA THAT OVERLAPS WITH THE NAVIGATION
USE WILL BE APPROVED BY COR.
NOVEMBER 2018, EXCLUDING AREA UNDER BRIDGE.
SHARED 50% WITH A FUTURE CONTRACTOR BEGINNING IN
JANUARY 2018. THIS AREA WILL BE REQUIRED TO BE
YARD WILL BE AVAILABLE FOR USE BEGINNING IN
3. HATCHED AREA IDENTIFIED AS THE UPSTREAM LAYDOWN
OFFICER.
LOCATIONS SUBJECT TO APPROVAL BY THE CONTRACTING
RESPONSIBLE FOR SURVEYING WORK LIMITS, WITH ACTUAL
2. WORK LIMITS SHOWN ARE APPROXIMATE. CONTRACTOR IS
AREAS IDENTIFIED, AS DESCRIBED ON THIS SHEET.
1. CONTRACTOR SHALL BE ALLOWED TO USE THE HATCHED
SMS
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
C B
C B
PAVED DITCH
C
EM
ET
ER
Y
R
IP
R
AP
R
IP
R
AP
R
IP
R
AP
R
IP
R
AP
R
IP
R
AP
R
IP
R
AP
R
IP
R
AP
B
IL
LB
O
AR
D
R
IP
R
AP
U .S
R
IP
R
AP
R
IP
R
AP
R
IP
R
AP
R
IP
R
AP
R
IP
R
AP
R
IP
R
AP
U .S
W .E
5.
.0
.9
.7
.1
.7
.3
.7
.9
.8
.93
.6
.6
FLOW
FLOW
S
B
0100 50 100 200FT
SCALE: 1''= 100'
NOTES:
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:
:4
:4 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
P l m e
P l t e
F i m e
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0
C07
N_TVA
--NCBMAMJJL--
INITIAL ISSUE
KENTUCKY PROJECT
SURVEY MONUMENT & BASELINES
BDS
DEK
LOCK ADDITION
BDS DEK
N
EXISTING KENTUCKY DAM
GRAPHIC SCALE
0 3
JULY/17
CHIEF, CIVIL DESIGN BRANCH
HORIZONTAL & VERTICAL CONTROL
N 54°16'48.6" E
PROJECT BASELINE
C EXISTING LOCKL
DOWNSTREAM CONCRETE COFFERDAM
L
OFS 2+15R
C FUTURE LOCK
BM-6
S
B
S
B
S
B
S
B
S T
A
B
S T
A
B
S T
A
B
S T
A
B
S T
A
B
S T
A
B
S T
A
B
S T
A
B
S T
A
B
S T
A
B
OFS 4+00R
OFS 3+00R
OFS 2+00R
OFS 1+00R
OFS 1+00L
OFS 2+00L
OFS 0+00
OFS XX+XXL - OFFSET STATIONING LEFT OF BASE LINE.
OFS XX+XXR - OFFSET STATIONING RIGHT OF BASE LINE.
STA XX+XXB - EXISTING LOCK CHAMBER DOWNSTREAM STATIONING.
STA XX+XXA - EXISTING LOCK CHAMBER UPSTREAM STATIONING.
LEGEND
PLAN
SCALE: 1"=100'
BM-4
BM-2 BM-1
BM-3
RETAINING WALLS BY OTHERS
EXISTING TRANSMISSION TOWER
P
P
P
P
P P
P
P P P
P
PP
P P
P
6.
6.
9.
.8
.5
1.
.9
1.
P
P
P
P
P
P
P
P
P
P
P
P P P P P P
P
P
P
P
P
P
1.
1.
9.
.7
.1
.5
.9
.1
.6
.4
9.
.2
.7
.2
.7
.3
.4
9.
.1
9.
9.
.3
9.
9.
9.
.3
9.
9.
.1
.8
.1
.8
.1
.1
9.
.8
.8
.3
.1
.8
.1
.3
.1
.7
1.
.9
1.
1.
6 3
1.
.1
.1
.7
.2
.1
9.
P
P P
P
P
1.
1.
P
P
P
P
P
P
.7
.7
.3
.2
.7
.7
.9
.8
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
P
P
PPPPPPPPPPP
P
P P P P P P P P P P P
P3 1.
1.
1.
1.
1.
1.
1.
1.
2 3
1.
1.
1.
2 3
.3
.7
.6 3
.5
.4
.5
.4
.3
9.
.6
.5
.3
9.
P
P P P P P P P P P P P P P
P P
P
6.
.4
.6
6.
.7
6.
.5
6.
1.
1.
P
.3
BM-7
BM-8
2. VERTICAL CONTROL IS BASED ON VERTICAL DATUM NGVD 29.
NAD 83 (GEOID 03).
STATE PLANE COORDINATE SYSTEM, HORIZONTAL DATUM
1. HORIZONTAL CONTROL IS BASED ON KENTUCKY SOUTH
BM-4 1898391.528 905958.434 381.75 BRASS DISK IN CONCRETE
BM-2 1898486.597 906026.803 381.79 BRASS DISK IN CONCRETE
BM-1 1898162.550 906477.450 381.76 BRASS DISK IN CONCRETE
POINT NORTHING EASTING ELEVATION DESCRIPTION
HORIZONTAL AND VERTICAL CONTROL
BM-3 1898067.481 906409.097 381.79 BRASS DISK IN CONCRETE
BM-8 1899458.862 905360.596 349.05 BRASS DISK IN CONCRETE
STATION
STA. 0+15B, 58.53' R
BM-6 1898106.286 906455.431 - LOCK STATION ORIGIN POINT
BM-7 1899107.216 904608.401 342.39 BRASS DISK IN CONCRETE CURB
STA. 0+15B, 58.57' L
STA. 0+00 U/S & D/S
STA. 5+70B, 58.52' R
STA. 5+70B, 58.58' L
TRAINING DIKE
RIVER CURRENT
WALL
TIED Z-PILE
GUARD CELLS
CELRN
SITE, DEMOLITION & UTILITY RELOCATIONS
1"= 100'
61N249-13
61N249-13
SMS
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
VANESSA C. BATEMAN
L O
C A
T
I
L W
A Y
L O
C A
T
U
NTC
NTC
NTC
NTC
COFFERDAM
CELLULAR
DOWNSTREAM
NTC
KENTUCKY LAKE
R
IP
R
AP
POWERHOUSE ISLAND
+0
S
S
S
S
S
S
S
S
S
S
S
S
S S
CEMETERY TO BE MAINTAINED
ACCESS TO WALKER
EL 380
NOTES:
0 160
SCALE: 1" = 80'
EL. 380
OVERBURDEN DISPOSAL
EXISTING SOIL
EL. 380
WITH SOIL CAP
EXISTING ROCK DISPOSAL
WITHIN THE LIMITS OF DISPOSAL AREA "D",
FINAL PLAN AND LOCATION FOR EXCAVATED MATERIAL DISPOSAL
7. THE CONTRACTING OFFICER WILL PRESCRIBE AND APPROVE THE
DISPOSAL PLAN.
BEFORE PLACING MATERIAL AND FOLLOWING RECOMMENDED
6. CONTOURS ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED
DIRECTION OF CONTRACTING OFFICER.
ACCORDING TO TYPE: DEBRIS, OVERBURDEN, ROCK, ETC. AT
5. THE MATERIAL PLACED IN THIS SITE IS TO BE SEPARATED
UNLESS A CHANGE IS AUTHORIZED BY THE CONTRACTING OFFICER.
4. THE EXISTING DRAINAGE IN THIS SITE IS TO BE FOLLOWED
ALL STEEL TRANSMISSION TOWERS.
3. MAINTAIN VEHICULAR ACCESS AND PROPER DRAINAGE AT
EQUIPMENT AND TRANSMISSION LINES.
2. MAINTAIN A MINIMUM APPROACH DISTANCE OF 5' BETWEEN
ELEVATION AND MAXIMUM SAG OF TRANSMISSION LINES.
1. MAINTAIN A MINIMUM CLEARANCE OF 25' BETWEEN FILL
WORK LIMITS
CONSTRUCTION
THERE ARE NO AREAS WHICH POND WATER.
GRADES AND SLOPES. GRADING SHALL BE SUCH THAT
COMPLETED IN A WORKMANLIKE MANNER WITH UNIFORM
8. THE FINAL GRADE OF THE DISPOSAL AREA SHALL BE
A
61N24 9-1
A
61N24 9-1
EXISTING DRAINAGE
316 320
320 320
325 325
330 330
HAUL ROAD
10 4
EL. 380
DISPOSAL AREA "D"
EXISTING DRAINAGE
TENNESSEE RIVER
FLOW
N
8C
C07
N_TVA
---NCBMAMJJL--
INITIAL ISSUE
XX
1"=80'
CHIEF, CIVIL DESIGN BRANCH
JULY/17
CELRN
LOCK ADDITION
DEK
DEK
DBG
DBG
DISPOSAL AREA "D"
PLAN
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
SUBMITTED BY:
APPROVED BY:
P l m e
P l t e
F i m e
:4
:2 c d o c u m e n t s a n d s e t t in g s h e c x j 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 DIVISION
KENTUCKY PROJECT
US Army Corps of Engineers
Nashville District
FLOW
SITE, DEMOLITION & UTILITY RELOCATIONS
61N249-14
61N249-14
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
VANESSA C. BATEMAN
BDS
BDS
CB
CB
CB
R
IP
R
AP
P
P
P
P
P P
P
P
P
P
COFFERDAM
UPSTREAM
EXISTING
DRAWING 61N249-36
DEMOLITION. SEE
OIL STORAGE BUILDING
1.
1.
.7
.7
.3
.2
.7
.7
.9
.8
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
2 3
1.
1.
1.
2 3
.3
.7
.6 3
.5
.5
.4
1.
1.
EL. 375
EMBANKMENT
TOP OF
OF EMBANKMENT
ON UPSTREAM SLOPE
EXISTING RIP-RAP
1.
SEE DRAWING 61N249-30
UTILITY RELOCATIONS.
DOWNSTREAM CATWALKS AND
CONTROL ROOM
VEST
LOCKERS
EMPLOYEES
JAN CL
DF
STAIR 2
STAIR 1
LOBBY
SWR
M.T. W.T.
VEST EWC
STAIR A
1.4
1.5
1.6
1.3
1.2
1.1
1.9
1.8
1.7
NO WORK THIS AREA
CONTROL ROOM
VEST
LOCKERS
EMPLOYEES
JAN CL
DF
STAIR 2
STAIR 1
LOBBY
SWR
M.T. W.T.
VEST EWC
STAIR A
1.4
1.5
1.6
1.3
1.2
1.1
1.9
1.8
1.7
NO WORK THIS AREA
CONTROL ROOM
VEST
LOCKERS
EMPLOYEES
JAN CL
DF
STAIR 2
STAIR 1
LOBBY
SWR
M.T. W.T.
VEST EWC
STAIR A
1.4
1.5
1.6
1.3
1.2
1.1
1.9
1.8
1.7
NO WORK THIS AREA
1.0
1.14
1.161.151.141.14
1.18
1.17
1.19
1.201.7
DN
EXISTING UPPER
SHOP AREA
LOWER
SHOP
DN
UP
1.27
1.14 1.14
1.24 1.25 1.281.24
1.30
L-8 L-5L-7 L-6 L-4
N
40'
SCALE:1"=40'
80'0
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
SUBMITTED BY:
APPROVED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:2 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
8C
C07
N_TVA
---MAMJJL--
INITIAL ISSUE
KENTUCKY PROJECT
XX
CHIEF, CIVIL DESIGN BRANCH
FEB/15
NCB
1" = 40'
LOCK REPLACEMENT
SITE, DEMOLITION, & UTILITIES
SITE PLAN AND PROJECT OVERVIEW
61N249-16
BDS MLG
61N249-16
BDS
MLG
SEE DRAWING 61N249-39
UTILITY RELOCATIONS.
UPSTREAM CATWALK AND
SEE DRAWING 66N281-1
OPERATIONS BUILDING.
RENOVATION OF EXISTING
PARTIAL DEMOLITION AND
CONTRACT SPECIFICATIONS.
SEE DRAWING 61N249-40 AND
UPSTREAM LOCK ADDITION MONOLITHS.
NEW UTILITY BRIDGES CROSSING
MAINTENANCE BUILDING
EXISTING OPERATIONS
DWG 61N249.31)
BLDG. (SEE NOTE 7,
TO LOCK OPERATIONS
EXCAVATE ADJACENT
APPROXIMATE
LOCATION SHOWN IS
SEE DRAWING 61N249-30
HIGHWAY BRIDGE,
BRIDGE TO REMAINING
POWERHOUSE ISLAND ACCESS
RELOCATE UTILITIES FROM
OTHER CONTRACTORS OR GOVERNMENT PERSONNEL.
CONTRACTOR SHALL NOT OBSTRUCT WORK OF
OTHER CONTRACTORS AND GOVERNMENT PERSONNEL.
1. CONTRACTOR WILL SHARE AREAS WITH
NOTES:
DRAWING 61N249-47
APPROXIMATE, SEE
SHOWN IS
THE BERM LOCATION
ACROSS THE FACE OF
ROUTED ABOVE GROUND
WATER LINES TO BE
SEPTIC AND POTABLE
CONTINUATION
61N249-47 FOR
SEE DRAWING
SMS
CELRN
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
8 0
0 M
M 8
CHIEF, CIVIL DESIGN BRANCH
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
SUBMITTED BY:
APPROVED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:4 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
MACH - MACHINERY
CA - COMPRESSED AIR
SS - SEWER LINE
SP - 6" DIA. (RAW) WATER SUPPLY LINE
GS - (RAW) WATER TO GATE SPRAY SYSTEM
SV - SERVICE (RAW) WATER LINE TO FIRE HOSE CABINET / HYDRANT
PW - POTABLE WATER LINE
ABBREVIATIONS:
CELRN
KENTUCKY PROJECT
NONE
GENERAL NOTES
LCT JDH JJL MAM NCB
LCT
JDH
JUL 2017
LOCK ADDITION
SITE, DEMOLITION, & UTILITIES RELOCATIONS
61N249-30
61N249-30
N_TVA
18. THE 8" DIA. POTABLE WATER LINE SHALL BE AN OPTION. SEE SPECIFICATIONS FOR DETAILS.
17. DIG PERMITS SHALL BE REQUIRED FOR DIGGING ON TVA PROPERTIES.
16. ALL CATWALK/UTILITY BRIDGES SHALL EMPLOY ADEQUATE SAFETY MEASURES AS SPECIFIED IN EM-385-11.
15. UTILITY BRIDGES SHALL HAVE THE CAPACITY TO BE LOCKED BY A GATE TO PREVENT ACCESS ACROSS BRIDGES.
PERSONNEL.
14. UTILITY BRIDGES AND CATWALK SYSTEMS SHALL ACCOMMODATE A CLEAR WALKING DISTANCE OF 36" FOR MAINTENANCE
PVC AND HDPE SHALL HAVE PIPE SUPPORT SPACING OF 7 FT OR AS RECOMMENDED BY THE MANUFACTURER, WHICHEVER IS LESS.
VALVE AND FITTINGS INDUSTRY, INC., STANDARD PRACTICE 69 (MSS-SP 69) OR MANUFACTURER'S RECOMMENDATIONS.
13. ALL PIPE SUPPORT SPACING SHALL BE IN ACCORDANCE WITH MANUFACTURERS STANDARDIZATION SOCIETY (MSS) OF THE
COPPER CONDUCTOR AVAILABLE IN MANHOLES. SUBMIT SHOP DRAWINGS WITH GROUNDING DETAILS FOR APPROVAL.
12. ELECTRICAL CONDUIT SUPPORTS (RACKS) - ALL CONDUIT SUPPORTS SHALL BE GROUNDED TO THE EMBEDDED BARE
ANCHORS, THRUST BLOCKS SHALL BE PROVIDED BY CONTRACTOR ON SHOP DRAWINGS FOR APPROVAL.
11. SHOP DRAWINGS OF ALL PIPING SYSTEM, INCLUDING BUT NOT LIMITED TO FITTINGS, VALVES, SUPPORTS,
10. PROVIDE CONCRETE THRUST BLOCKS FOR ALL BURIED PRESSURING PIPING.
SHALL BE INSTALLED IN LONG PIPE RUN TO SEPARATE EXPANSION JOINTS (FLEXIBLE COUPLINGS).
WATER LINE, GATE SPRAY WATER LINE, SUPPLY WATER LINE AND COMPRESSED AIR LINE. INTERMEDIATE ANCHORS
SHALL BE INSTALLED AT OR NEAR TERMINATIONS AND CHANGES OF DIRECTION OF POTABLE WATER LINE, SERVICE
9. PIPE ANCHORS - PROVIDE PIPE ANCHORS TO PREVENT MOVEMENT DUE TO PRESSURE THRUST. MAIN PIPE ANCHOR
LINE. COUPLINGS SHALL BE STRAUB-FLEX, FLEXIBLE DRESSER COUPLING STYLE 38 OR GOVERNMENT APPROVED EQUAL.
SHALL BE PROVIDED FOR POTABLE WATER LINE, SERVICE WATER LINE, SUPPLY WATER LINE, AND GATE SPRAY WATER
ACCOMMODATE POSSIBLE DIFFERENTIAL MOVEMENTS BETWEEN AND BRIDGE AND LOCK WALLS. FLEXIBLE COUPLINGS
THERMAL EXPANSION AND THERMAL CONTRACTION IN LONG PIPE RUNS. PROVIDE FLEXIBLE COUPLINGS TO
8. FLEXIBLE COUPLINGS - PROVIDE ONE FLEXIBLE COUPLING FOR EVERY 60'-0" TO 100'-0" PIPE RUN TO ACCOMMODATE
VALVES SHALL BE CRISPIN, UL SERIES OR APPROVED EQUAL. PROVIDE PRODUCT DATA FOR APPROVAL.
LOCATION SHALL BE SHOWN ON THE SHOP DRAWINGS OR DETERMINED IN THE FIELD TO MEET FIELD CONDITION.
SERVICE WATER LINE ( 3 REQ'D), GATE SPRAY LINE ( 2 REQ'D), AND SUPPLY WATER LINE (1 REQ'D). EXACT
7. PROVIDE 2" DIA. UNIVERSAL AIR RELEASE VALVES AT HIGH POINTS FOR THE POTABLE WATER LINE ( 3 REQ'D), NO PIPE LENGTH SHALL BE LEFT UNSUPPORTED BETWEEN ANY TWO COUPLINGS.
MAXIMUM SPAN BETWEEN PIPE SUPPORTS SHALL BE IN ACCORDANCE WITH ASME B31.1 POWER PIPING CODE.
6. PIPE SUPPORT: SHOP DRAWINGS OF ALL PIPE SUPPORTS AND CONDUIT RACKS SHALL BE SUBMITTED FOR APPROVAL.
5. SEE DWG'S 66N281-1 TO 66N281-13, & 67N705-1 TO 67N705-2, & 65N760 FOR OPERATIONS BUILDING RENOVATIONS.
SUBMITTED FOR APPROVAL: PIPE SUPPORTS, AIR RELEASE VALVES, FLEXIBLE COUPLINGS, AND PIPE ANCHORS.
4. SHOP DRAWINGS THAT SHOW LOCATIONS / SPACING AND/OR PRODUCT DATA OF THE FOLLOWING SYSTEM SHALL BE
3. PROVIDE INSULATION AND HEAT TRACE FOR THE 2" SEWER LINE AND 8" POTABLE WATER LINE ABOVE GRADE .
SERVICEABILITY.
ACCESS, AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS WITH MAINTENANCE AND
2. CONTRACTOR SHALL COORDINATE ALL PIPING WITH STRUCTURAL AND ELECTRICAL SYSTEMS & ENSURE EQUIPMENT
CONTRACTOR SHALL PLAN FOR OUTAGES TO BE NO GREATER THAN FOUR HOURS IN ANY 24-HOUR PERIOD.
WORK SHALL BE COORDINATED AND EXECUTED IN A MANNER TO MINIMIZE ALL UTILITY OUTAGES. THE
1. COORDINATE ALL UTILITY OUTAGES WITH THE GOVERNMENT CONTRACTING OFFICER'S REPRESENTATIVE (COR).
GENERAL NOTES:
BE PENTAIR THERMAL, SERIES BTV OR APPROVED EQUAL.
THE MINIMUM HEAT LOSS BASED ON 2" THICK INSULATION OF POLYURETHANE FOAM. SELF-REGULATING CABLES SHALL
9. SELF-REGULATING CABLES: 2" DIA. PIPE - 4 W/FT ; 4" DIA. PIPE - 5 W/FT; 8" DIA. PIPE - 8 W/FT. THESE ARE
USE FLANGED CONNECTION FOR PIPE WITH 3.0" OR BIGGER DIA.
CARBON STEEL ASTM A53, SCH. 40. USE THREADED CONNECTION FOR PIPE WITH 2.5" OR SMALLER DIAMETER.
8. SUPPLY WATER LINE, SERVICE WATER LINE, GATE SPRAY LINE, AND COMPRESSED AIR LINE - SEAMLESS GALVANIZED
(ABOVE GRADE ONLY) AND HEAT TRACE AS THE PRESSURE SEWER LINE.
7. (GRAVITY) SEWER LINE OUTSIDE OF OPERATIONS BUILDING: SAME MATERIAL, DIMENSION RATIO (DR-11), INSULATION
6. (GRAVITY) SEWER LINE IN EXIST. OPERATIONS BUILDING - PVC SCH. 40, ASTM D1875.
REQUIREMENT FOR POLYURETHANE FOAM OR HEAT TRACE.
5. (PRESSURE) SEWER LINE - BELOW GRADE: HPDE, AWWA C906, DR-11 WITH BUTT FUSION JOINTS. THERE IS NO
AND INSULATION FOR WATER AND SEWER LINE ABOVE GRADE.
BE PVC MOLD WITH POUR-IN-PLACE POLYURETHANE FOAM AND PRESSURE SENSITIVE TAPE. PROVIDE HEAT TRACE
WITH INSUL-TEK POUR IN PLACE FOAM, PVC COVER AND PRESSURE SENSITIVE TAPE OVER WRAP. JOINT KITS SHALL
SEAMLESS HDPE, RESIN TYPE III, GRADE P34 IN ACCORDANCE WITH ASTM D-3350. FITTINGS SHALL BE INSULATED
WITH BUTT FUSION JOINTS. PROVIDE FACTORY INJECTED POLYURETHANE FOAM. JACKET SHALL BE BLACK,
4. SEWER LINE (PRESSURE & GRAVITY) - ABOVE GRADE: POLYETHYLENE (PE), AWWA C906 OR AWWA C901, DR-11
3. (SERVICE) WATER MAIN - SMALLER THAN 3" DIA. PIPE: PVC, SCH. 80, ASTM D1875. SEE SPECIFICATIONS FOR DETAILS.
JOINTS. THERE IS NO REQUIREMENT FOR POLYURETHANE FOAM OR HEAT TRACE.
2. WATER MAIN - BELOW GRADE: DUCTILE IRON PIPE, AWWA C151, CL 52 WITH PUSH-ON JOINTS OR MECHANICAL
FOR WATER MAIN ABOVE FROST LINE DEPTH OR ABOVE GRADE.
MOLD WITH POUR-IN-PLACE POLYURETHANE FOAM AND PRESSURE SENSITIVE TAPE. PROVIDE HEAT TRACE
POUR IN PLACE FOAM, PVC COVER AND PRESSURE SENSITIVE TAPE OVER WRAP. JOINT KITS SHALL BE PVC
RESIN TYPE III, GRADE P34 IN ACCORDANCE WITH ASTM D-3350. FITTINGS SHALL BE INSULATED WITH INSUL-TEK
JOINTS. PROVIDE FACTORY INJECTED POLYURETHANE FOAM. JACKET SHALL BE BLACK, SEAMLESS HDPE,
1. WATER MAIN - ABOVE GRADE: DUCTILE IRON PIPE, AWWA C151, CL 52 WITH PUSH-ON JOINTS OR MECHANICAL
PIPE MATERIALS AND FITTINGS:
KAM
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
KAM
L-20
L-18A
R-20
S T
A
O
N T
R
J
T
FLOW
S T
A
S T
A
O
N T
R
J
T
S T
A
08 6 4 2 8 16FT
SCALE: „''=1'-0''
{ R.R. BRIDGE
STA. 7+70.50B{ ACCESS BRIDGE
STA 7+98.25B
{ HIGHWAY BRIDGE
STA. 7+37.75 B
{ LOCK
RECESS
MACH
GATE
RECESS
MACH
GATE
MANHOLE #9
MANHOLE #6
SERVICE ROAD
MANHOLE #8
AS NEEDED
ADD JUNCTION BOXES
L-15 L-14
DGN 61N249-32
SEE DETAIL A ON
DGN 61N249-35
SEE DETAIL B ON
STA. 5+07.12 B
CONTR. JT.
SEE NOTE 6
CONDUITS
ELECTRICAL
UTILITY PIPING
8 0
NA M
M 8
N_TVA
LOCK ADDITION
KENTUCKY PROJECT
CELRN
LCT/SRJ
CHIEF, CIVIL DESIGN BRANCH
MJC/JDH
61N249-31
61N249-31
JUL 2017
„" = 1'-0"
TO EXIST. GATE SPRAY
FOR CONNECTING
SEE DWG 61N249-37
STA. 6+74.25B
JJL MAM NCB
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
SUBMITTED BY:
APPROVED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:2 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
DOWNSTREAM
PLAN
PLAN
SITE, DEMOLITION, & UTILITIES RELOCATIONS
FOR CLARITY
CATWALK NOT SHOWN
ELECTRICAL CONDUIT
LCT/SRJ MJC/JDH
F
N T I
N U
A T I
O N
S
W
G
N
MIN.
4'-0"
BARRIER
JERSEY
END
SEE NOTE 5
TYP.
SUPPORT
CONDUIT
SEE DWG 61N249-30 NOTE 5
LOCK OPERATION BUILDING
R-18A
TO EXIST. HOSE CABINET
FOR CONNECTING
SEE DWG 61N249-37
STA. 6+61.00
SEE NOTE 7
TYP.
SUPPORT
PIPE
4" GS
3" SV
2" CA
3" GS
REDUCER
PIPE
8" PW
SS2
NOT IN CONTRACT
FUTURE WORK
COUNTERWEIGHT
BARRIER AT CURB
START JERSEY
RUB RAIL REMOVED FOR CLARITY.
SEE NOTE 8
SEE NOTE 9
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
VANESSA C. BATEMAN
KAM/LAS
KAM/LAS
NOTES:
1. SEE DWG 61N249-30 FOR GENERAL NOTES AND ABBREVIATIONS.
2. 13.8KV FEEDERS SHALL BE SPLICED IN MANHOLES 6 & 8. CONTRACTOR SHALL USE IN-LINE STRAIGHT
SPLICE KITS. EACH SPLICE SHALL BE MADE UTILIZING PRE-PACKAGED COLD SHRINK OR HEAT SHRINK
TYPE KITS FOR SHIELDED CABLE. KITS SHALL INCLUDE COMPRESSION CONNECTOR, SEMI-CONDUCTING
AND INSULATING TAPES, COLD SHRINK OR HEAT SHRINK INSULATION BODY AND SHIELD CONTINUITY
ASSEMBLY. SPLICE KITS SHALL BE RATED FOR 15KV, 150KV BIL. SPLICE KITS SHALL BE 3M QS-III
5513A THRU 5516A SERIES, OR RAYCHEM CAS-15M OR HVS-1520 SERIES, OR GOVERNMENT-APPROVED EQUAL.
3. THE CLEARANCE BETWEEN POWER, COMMUNICATIONS, AND CONTROLS WIRES SHALL BE ACCORDING TO
IEEE ANSI C2 SECTION 34. THERE SHALL BE A MINIMUM OF 6 INCHES CLEARANCE BETWEEN SUPPLY CONDUCTORS
AND COMMUNICATIONS/CONTROLS WIRES. CONTRACTOR SHALL PROVIDE JUNCTION BOXES AND PULL BOXES AS NEEDED.
4. WHERE 13.8KV SPLICES CANNOT BE DONE IN MANHOLES, THE CONTRACTOR SHALL PROVIDE THE SPLICES
ABOVE GRADE IN SECTIONALIZING CABINETS WITH 600A DEADBREAK SEPARABLE CONNECTOR (ELBOW) TYPE
JUNCTIONS INSIDE. SECTIONALIZING CABINETS SHALL BE TAMPERPROOF, CONSTRUCTED OF MINIMUM TWELVE
GAUGE STEEL, MUNSELL GREEN CORROSION RESISTANT FINISH, AND HINGED PADLOCK-LOCKABLE COVER WITH
"WARNING HIGH VOLTAGE" LABEL AND REFLECTIVE SECTIONALIZING DESIGNATION LABEL ON OUTSIDE, MINIMUM
22" DEPTH TO ALLOW BACK-TO-BACK ELBOW CONNECTIONS, CONTAIN UNIVERSAL MOUNTING PLATES WITH 600A
JUNCTIONS AND PARKING STANDS. SECTIONALIZING CABINETS SHALL BE MOUNTED ON A MINIMUM 6-INCH THICK, STEEL REINFORCED CONCRETE PAD WITH THE TOP OF THE PAD 2 INCHES ABOVE GRADE. THE CABINET SHALL BE
IN A LOCATION WHERE IT DOES NOT INTERFERE WITH CONSTRUCTION TRAFFIC AND BE PROTECTED BY CONCRETE
FILLED, 6-INCH ROUND, YELLOW PAINTED PIPE BOLLARDS EXTENDING MIN 3 FEET BELOW GRADE, WITH
UNDERGROUND SECTION SURROUNDED BY 12 INCHES OF CONCRETE.
5. PROVIDE CONCRETE JERSEY BARRIER ALONG BRIDGE CENTER LINE AS SHOWN ON DRAWINGS.
6. EXACT CONNECTION OF THE SEWER LINE AND POTABLE WATER LINE SHALL BE DETERMINED TO MEET FIELD
CONDITION. SEE REFERENCE DWG 17W202 FOR LOCATION OF THE EXISTING SEWER LINE AND POTABLE
WATER LINE. CONNECTION DETAILS SHALL BE PROVIDED ON THE SHOP DRAWINGS FOR APPROVAL.
7. EXCAVATE ADJACENT TO LOCK OPERATIONS BUILDING TO THE EXTENT NEEDED TO INSTALL CATWALK AND PIPING
SUPPORT SYSTEM. CONTRACTOR SHALL SUBMIT FOR APPROVAL AN EXCAVATION PLAN DETAILING THE EXTENT AND
DEPTH OF REMOVAL OF BACKFILL REMOVAL.
8. RUB RAIL TO BE REMOVED BY CONTRACTOR.
9. SIZE AND LOCATION OF UTILITY CUT-OUT IN BRIDGE DECK SHALL BE SUBMITTED TO THE CONTRACTING OFFICER
FOR APPROVAL. CUT-OUT EDGES WILL BE CLEAN AND NEAT. LOCATION SHALL NOT INTERFERE WITH FUTURE BRIDGE
COUNTERWEIGHT.
R-18A
DETAIL A
02 2 4FT
SCALE: …''= 1'-0''
A A
EE
D
D
CONTROLS TO POWERHOUSE.
13.8 KV FEEDERS AND
NOTE 2
2"} SS
8"} PW
3"} SV
2"} CA
3"} GS
8 0
NA M
N_TVA
LOCK ADDITION
KENTUCKY PROJECT
61N249-32
…"-1'0"
M 861N249-32
LCT/SRJ
MJC
JUL 2017
CELRN
CHIEF, CIVIL DESIGN BRANCH
JJL MAM NCB
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
SUBMITTED BY:
APPROVED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:0
:1 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
DOWNSTREAM RIVER WALL
SITE, DEMOLITION & UTILITIES RELOCATIONS
DETAIL
LOCK TO BRIDGE TRANSITION
MJC
JERSEY BARRIER
NEW CONCRETE
M I
N
CURB
BARRIER AT
END JERSEY
SEE DWG 61N249-31
SEE DWG 61N249-31
FOR CONTINUATION
B
B
C
C
KAM/LAS
KAM/LAS
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
VANESSA C. BATEMAN
LCT/SRJ
RUNS
EXISTING CONDUIT
NEW JUNCTION BOXES
PIPE SUPPORT (TYP.)
SEE NOTE 6
BOX
NEW JUNCTION
POINT
CONDUIT TERMINATION
CONDUIT SUPPORT (TYP.)
6. RUB RAIL TO BE REMOVED BY CONTRACTOR.
FIELD CONDITIONS.
IS BASED ON ORIGINAL CONDITIONS AND DOES NOT REPRESENT CURRENT
O2-L22.4-29/38 FOR CABLE ROUTING SHOWING CIRCUIT LABELING. THIS
5. SEE REFERENCE DRAWINGS O2-L22.4-29/18, O2-L22.4-29/27, 65W806,
4. SEE DWG 61N249-34 FOR SECTIONS D-D AND E-E.
3. SEE DWG 61N249-33 FOR SECTIONS A-A, B-B, AND C-C.
GATE SPRAY LINE TO EXISTING PIPE AT SHOWN LOCATION.
2. CONNECT NEW SERVICE WATER LINE, COMPRESSED AIR LINE, AND
1. SEE DWG 61N249-30 FOR GENERAL NOTES AND ABBREVIATIONS.
NOTES:
SEE 61N249-34
IN ROOF OF MANHOLE
2' X 2' CUT OUT
61N249-34
SEE DETAIL
MANHOLE #9
EXISTING
EL. 393.60
EL. 382.00
EL. 375.50 +/-
EL. 382.00
EL. 375.50 +/-
8 0
NA M
M 8
N_TVA
LOCK ADDITION
KENTUCKY PROJECT
EL. 382.00
{ HIGHWAY
{ BRIDGE
3" GATE SPRAY
3" SERVICE WATER
3" GATE SPRAY
3" SERVICE WATER
EL. 393.60
PIPING BELOW GRADE.
SHALL TIE IN TO EXISTING
NEW GATE SPRAY PIPING
02 2 4FT
SCALE: …''= 1'-0''
3" GATE SPRAY
3" SERVICE WATER
NEW COMPRESSED AIR & SERVICE
WATER PIPING SHALL TIE IN TO
EXISTING PIPING ON TOP OF THE
LOCK WALL.
8" POTABLE WATER
2" SEWER LINE
SECTION A-A SECTION B-B
SECTION C-C
61N249-33
61N249-33
2" COMPRESSED AIR
2" COMPRESSED AIR
2" COMPRESSED AIR
ABANDONED
PIPING SHALL BE
REMAINING GATE SPRAY PIPING AT MANHOLE BELOW GRADE.
SHALL BE CONNECTED TO EXISTING
POTABLE WATER & SEWER PIPING
…"-1'0"
LCT
MJC
JUL 2017
CELRN
PIPING SUPPORTS
CHIEF, CIVIL DESIGN BRANCH
NOT SHOWN FOR CLARITY
ELECTRICAL CONDUITS
2" SEWER - SEE NOTE 3
SEE NOTE 3
8" POTABLE WATER -
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
SUBMITTED BY:
APPROVED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:1 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
JJL MAM NCB
DOWNSTREAM RIVER WALL
PIPING SECTIONS
SITE, DEMOLITION & UTILITIES RELOCATIONS
LOCK TO BRIDGE TRANSITION
LCT MJC
SEE NOTE 4
SEE NOTE 5
NOTES:
1. SEE DWG 61N249-30 FOR GENERAL NOTES AND ABBREVIATIONS.
2. SEE DWG 61N249-32 FOR LOCATIONS OF SECTION A-A, B-B AND C-C.
3. SEE DWG 61N249-48 FOR INSULATION AND HEAT TRACE DETAILS
OF THE SEWER LINE AND POTABLE WATER LINE.
4. ELECTRICAL UTILITY SUPPORTS SHALL BE DESIGNED BY A/E TO SUPPORT
UTILITIES SHOWN AS WELL AS ANY APPLICABLE LOADS AS DEFINED BY
ASCE 7.
5. MECHANICAL UTILITY SUPPORTS SHALL BE DESIGNED BY A/E TO SUPPORT
UTILITIES SHOWN AS WELL AS ANY APPLICABLE LOADS AS DEFINED BY
ASCE 7.
NOT IN CONTRACT
FUTURE WORK
COUNTERWEIGHT
KAM
KAM
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
L-18A
MANHOLE #6
H
H
A A
DETAIL B
I
I
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
SUBMITTED BY:
APPROVED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:1 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
NCB
CHIEF, CIVIL DESIGN BRANCH
LOCK ADDITION
XX
KENTUCKY PROJECT
8 0
INITIAL ISSUE
- - JJL MAM - - -
N_TVA
06 M
M 8
JDH
CELRN
61N249-35
61N249-35
02 2 4FT
SCALE: …''= 1'-0''
…"=1'-0"
LCT/SRJ
DETAIL
LOCK TO BRIDGE TRANSITION
SITE, DEMOLITION & UTILITIES RELOCATIONS
DOWNSTREAM LAND WALL
FOR CLARITY
CATWALK NOT SHOWN
ELECTRICAL CONDUIT
JDH
SECTION I-I.
4. SEE DWG 61N249-38 FOR VIEW A-A ELECTRICAL AND
3. SEE DWG 61N249-37 FOR SECTION H-H.
2. SEE DWG 61N249-36 FOR VIEW A-A MECHANICAL.
1. SEE DWG 61N249-30 FOR GENERAL NOTES AND ABBREVIATIONS.
NOTES:
DWG 61N249-31
SEE DWG 61N249-31
FOR CONTINUATION
SEE DWG 61N249-31
FOR CONTINUATION
JUL 2017
8" DIA. PW
2" DIA. SW
3" DIA. SW
2" DIA. CA
3" DIA. SV
NOT IN CONTRACT
FUTURE WORK
COUNTERWEIGHT
AT CURB
START JERSEY BARRIER
KAM/LAS
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
KAM/LASLCT/SRJ
A
S T
A
H
G H
W A
Y
EL. 382.00 |
EL. 393.60 |
MECHANICAL
VIEW A-A
EXISTING HAND RAIL
02 2 4FT
SCALE: …''= 1'-0''
PIPING SUPPORT
8 0
NA M
M 8
N_TVA
LOCK ADDITION
KENTUCKY PROJECT
61N249-36
61N249-36
CELRN
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
SUBMITTED BY:
APPROVED BY:
CHIEF, ENGINEERING CONSTRUCTION DIVISION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:1 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
CHIEF, CIVIL DESIGN BRANCH
JUL 2017
…" = 1'-0"
JDH
JJL MAM NCB
SITE, DEMOLITION & UTILITIES RELOCATIONS
LOCK TO BRIDGE TRANSITION
CATWALK
MECHANICAL VIEW
LCT
DOWNSTREAM LAND WALL
LCT JDH
COUNTERWEIGHT
FUTURE WORK
NOT IN CONTRACT
SEE NOTE 3
NOTES:
1. SEE DWG 61N249-30 FOR GENERAL NOTES AND
ABBREVIATIONS.
2. SEE DWG 61N249-35 FOR LOCATION OF VIEW A-A
MECHANICAL.
3. ELECTRICAL RELOCATIONS NOT SHOWN FOR CLARITY.
SEE DRAWING 61N249-38.
EXISTING OIL STORAGE BUILDING TO BE
DEMOLISHED AND REMOVED BEFORE UTILITY
RELOCATIONS CAN BEGIN. SEE REFERENCE
DRAWINGS 61N530 AND 66N103 FOR STORAGE
ROOM DETAILS.
EXISTING CONCRETE STAIRS TO BE REMOVED
BEFORE UTILITY RELOCATIONS CAN BEGIN.
SEE REFERENCE DRAWING 61N530 FOR
STAIR DETAILS.
KAM
KAM
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
6'-6"
6'-6" 6'-6"
6'-6" 6'-6"
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
SUBMITTED BY:
APPROVED BY:
CHIEF, ENGINEERING - PLANNING DIVISION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:5 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
8 0
NA M
N_TVA
LOCK ADDITION
KENTUCKY PROJECT
61N249-37
…"-1'0"
JDH
JUL 2017
CELRN
CHIEF, CIVIL DESIGN BRANCH
LCT
02 2 4FT
SCALE: …''= 1'-0''
JJL MAM NCB
61N249-37 M 8
EXISTING HAND RAIL
SECTION H-H
PW
8"
GS
4"
CA
2"
SS
2"
SV
4"
EXISTING HAND RAIL
EL. 380.50
GS
4"
EXISTING HAND RAIL
EL. 380.50
GS
4"
4x4x3 TEE
EXIST. GATE SPRAY LINE
SEE NOTE 2
SEE NOTE 3
FIRE HOSE CABINET
EXISTING HAND RAIL
EL. 381.17
@ STA. 6+52.00B +/-
2"} CONNECT TO WATER
AT HOSE CABINET
EL. 381.17
CONNECT TO EXIST.
2" SW AT HYDRANT
SEE NOTE 4
TOP OF LOCK WALL
EL. 382.00|
TOP OF LOCK WALL
EL. 382.00|
TOP OF LOCK WALL
EL. 382.00|
TOP OF LOCK WALL
EL. 382.00|
CONNECT TO EXIST.
1" CA AT HYDRANT
SEE NOTE 4
SV
4"
CA
2"
SEE NOTE 4
HYDRANT AT STA. 6+52.0B
(GATE SPRAY CONNECTION)
@ STA. 6+74.25B
NEW 3" COUPLING
EXISTING HAND RAIL
TOP OF LOCK WALL
EL. 382.00| SV
4"
CA
2"
SECTION AT GATE SPRAY CONNECTION SECTION AT FIRE HOSE CABINET
SECTION AT HYDRANT
@ STA. 6+61.00B +/-
1.5"
PW
CA
SW
2"
2"
PW
1.5"
@ STA. 6+04.00B +/-
SECTION TO MAINTENANCE BUILDING
SEE NOTE 5
CONNECT TO EXIST.
LINES - SEE NOTE 5
SEE DWG 61N249-35
TYP. SECTION @ DOWNSTREAM
SITE, DEMOLITION & UTILITIES RELOCATIONS
CATWALK PIPING SECTIONS
DOWNSTREAM LAND WALL
LCT JDH
2"} CONNECT TO WATER
AT HOSE CABINET
TOP OF LOCK WALL
EL. 382.00|
CABINET 2'-0" |
RAISE EXISTING FIRE HOSE
HOSE CABINET
NOTES:
1. SEE DWG 61N249-30 FOR GENERAL NOTES AND
ABBREVIATIONS.
2. FOR DETAILS FOR GATE SPRAY AT STA. 6+74.25B, SEE
REFERENCE DWG'S 67N406R3 AND 67N407R1, SECTION G-G.
3. SEE REFERENCE DWG 67N400 FOR THE ESTIMATE LOCATION
OF FIRE HOSE CABINET. SEE REFERENCE DWG 66N275 FOR
DETAILS OF FIRE HOSE CABINET.
4. SEE REFERENCE DWG 67N400R3, SECTION AT STA. 6+52.0B
AND DETAIL B FOR MORE DETAILS OF HYDRANT.
5. CONNECT THE NEW 1.5" PW, 2" CA, AND 2" RW TO
THE EXISTING LINES TO MAINTENANCE BUILDING.
SEE REFERENCE DRAWING 17B215 FOR PIPE
CONTINUATION.
6. MECHANICAL UTILITY SUPPORTS SHALL BE DESIGNED BY
A/E TO SUPPORT BOTH THE UTILITIES DEPICTED AS WELL
AS A 100 PSF PEDESTRIAN LOAD TO FACILITATE MAINTENANCE
ON UTILITIES.
KAM
KAM
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
SECTION AT UPSTREAM FIRE HOSE CABINET
A
S T
A
S T
A
G H
W A
Y
EL. 382.00 |
EL. 383.85 |
EL. 393.60 |
J
J
EL. 382.0 TOP OF LOCK
ELECTRICAL
VIEW A-A
SECTION I-I
SECTION J-J
K
K
SECTION K-K
MANHOLE 6 PLAN VIEW
JUNCTION BOX
TERMINATION
JUNCTION BOX
COMMUNICATIONS
JUNCTION BOX
CONTROLS
JUNCTION BOX
POWER
TERMINAL BLOCKS
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
SUBMITTED BY:
APPROVED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:2 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
NCB
CHIEF, CIVIL DESIGN BRANCH
XX
KENTUCKY PROJECT
8 0
INITIAL ISSUE
- - JJL MAM - - -
N_TVA
06 E
E 8
JDH
61N249-38
61N249-38
02 2 4FT
SCALE: …''= 1'-0''
LADDER
SRJ
SEE DWG. 61N249-31
FOR PIPING CONTINUATION
FOR CLARITY
CATWALK NOT SHOWN
…" = 1'-0"
DOWNSTREAM LAND WALL
LOCK TO BRIDGE TRANSITION
ELECTRICAL VIEW & SECTIONS
CELRN
JUL 2017
LOCK ADDITION
SITE, DEMOLITION & UTILITIES RELOCATIONS
SEE NOTE 5.
(I.E. CATWALK SYSTEM)
CAPACITY TO SUPPORT LOCK PERSONNEL
SUPPORTS WILL ALSO NEED TO HAVE
SRJ JDH
PIPE SUPPORT (TYP.)
CONDUIT SUPPORT (TYP.)
NOT IN CONTRACT
FUTURE WORK
COUNTERWEIGHT
FOR CLARITY
CURB NOT SHOWN
CONTINUATION TO
JERSEY BARRIER
SEE NOTE 3
CONDUIT SUPPORT (TYP.)
NOT IN CONTRACT
FUTURE WORK
COUNTERWEIGHT
CLARITY
NOT SHOWN FOR
EXISTING CONDUIT
LAS
LAS
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
VANESSA C. BATEMAN
EL. 370.50
SEE NOTE 6
CABLE TRAY
CABLE SUPPORT AS NEEDED FOR MANHOLE #6.
SHALL REMOVE EXISTING CABLE TRAYS AND PROVIDE
6. USE CABLE TRAY FOR 13.8 KV CABLES. CONTRACTOR
LOAD OF 100 PSF.
ASCE 7. SUPPORTS WILL ALSO SUPPORT A PEDESTRIAN
AS WELL AS ANY APPLICABLE LOADS AS DESCRIBED IN
DESIGN UTILITY SUPPORTS TO SUPPORT LOADS SHOWN
TO PERFORM MAINTENANCE ON UTILITIES. A/E SHALL
NEED TO ALSO PROVIDE SUPPORT FOR LOCK PERSONNEL
5. ELECTRICAL UTILITY SUPPORTS BELOW BRIDGE WILL
ELECTRICAL AND SECTION I-I.
4. SEE DWG 61N249-35 FOR LOCATIONS OF VIEW A-A
PROPERLY SIZED TERMINAL BLOCKS AS NEEDED.
TERMINAL BLOCK. CONTRACTOR SHALL PROVIDE
SHALL BE TERMINATED IN THE JUNCTION BOXES USING
3. PROVIDE JUNCTION BOXES AS NEEDED. CONDUCTORS
2. CABLE TRAY SHALL BE UTILIZED FOR 13.8KV FEEDERS.
ABBREVIATIONS.
1. SEE DWG 61N249-30 FOR GENERAL NOTES AND
NOTES:
RUNS
NEW CONDUIT
RUNS
CONDUIT
EXISTING
MANHOLE #6
CORE DRILL INTO
G H
W A
Y
EL. 393.60 |
CONDUIT RACK
TYPICAL BRIDGE SECTION
GATE SPRAY LINE (GS)
COMP. AIR (CA)
SERVICE WATER (SV)
SEWER LINE (SS)
FROM POWERHOUSE
TWO 13.8KV FEEDERS
S T
A
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
SUBMITTED BY:
APPROVED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:4 c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k c e lr n d m s
N
.d g n
NCB
CHIEF, CIVIL DESIGN BRANCH
LOCK ADDITION
XX
KENTUCKY PROJECT
8 0
INITIAL ISSUE
- - JJL MAM - - -
N_TVA
06 M
M 8
JDH
CELRN
61N249-39
61N249-39
01 1 2FT
SCALE: ƒ''= 1'-0''
PIPING RACK
FLOW
ƒ"=1'-0"
LCT/SRJ
SEE NOTE 2
POTABLE WATER (PW)
SITE, DEMOLITION, & UTILITIES RELOCATIONS
BRIDGE UTILITIES
SECTION
DOWNSTREAM
LCT JDH
FOR RACK DETAILS
SEE DWG. 61N249-49
JERSEY BARRIER
NEW CONCRETE
JUL 2017
BY CONTRACTOR.
RUB RAIL TO BE REMOVED
THE EXISTING HANDRAIL.
2. ALL PIPE AND PIPE SUPPORTS HAVE TO BE INSTALLED ABOVE
1. SEE DWG 61N249-30 FOR GENERAL NOTES AND ABBREVIATIONS.
NOTES:
SECURITY FENCE
SEE NOTE 2
HANDRAIL
EXISTING
NICOLE C. BERGERMICHAEL A. MORRISONJ. JUSTIN LONG
BENJAMIN L. ROHRBACH P.E.
VANESSA C. BATEMAN
KAM/LAS
KAM/LAS
BUILDING
OPERATIONS
FLOW
SCALE:ˆ"=1'-0"
16 12 8 4 16 32FT
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
SUBMITTED BY:
APPROVED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION
US Army Corps of Engineers
Nashville District
P l m e
P l t e
F i m e
:1
:4
A
M c d o c u m e n t s a n d s e t t in g s h e c x j d h p w w o r k…
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