W912ES-17-B-0002_LD5_FullSize.pdf
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S O
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
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8 1
A
DAM 5
LOCK AND
WISCONSIN
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
IS
R
DEVIL'S
LAKE
R E D
R
IV
E R
O F
T H E
N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
X R .
LAKE
PEPIN
M
INNE
S
OTA
RIVER
BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
DARLING
LAKE
FORKS
GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
CITY
VALLEY
NOT TO SCALE
N
MISSISSIPPI RIVER
F
LO
W
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G -0 d g n
1" = 3000'
VICINITY MAP
LOCK & DAM 5
SCALE:
0 6000'3000'
CITY
FOUNTAIN
CITY
MINNESOTA
SITE
PROJECT
MINNESOTA
W E
S -1
-B -0
S
S
U L L
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P F
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M
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G-004
DESCRIPTION
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
HT
IF
MISC
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
M/R MAINTAINACE AND REPAIR
ABBREVIATIONS
* UNLESS OTHERWISE NOTED ON EACH SHEET
NTS NOT TO SCALE
PROP PROPOSED
US UNITED STATES
GENERAL NOTES
DRAWING NUMBER
AS-BUILT
: WORK LIMITS
: SURVEY CONTROL POINT (2D)
: SURVEY CONTROL POINT (3D)
: BORING LOG
EXPANSION JOINT
MID MID SPAN MONOLITH
SCOPE OF WORK
LEGEND
L O
C K A
N D D
A M G
U
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A L L C
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S-417
S-416
S-415
S-414
S-413
S-412
S-411
S-410
S-409
S-408
S-407
S-406
S-405
S-404
S-403
S-402
S-401
S-102
S-101
G-101
G-005
G-004
G-003
G-002
G-001
LD5GCR_S-417---.DGN
LD5GCR_S-416---.DGN
LD5GCR_S-415---.DGN
LD5GCR_S-414---.DGN
LD5GCR_S-413---.DGN
LD5GCR_S-412---.DGN
LD5GCR_S-411---.DGN
LD5GCR_S-410---.DGN
LD5GCR_S-409---.DGN
LD5GCR_S-408---.DGN
LD5GCR_S-407---.DGN
LD5GCR_S-406---.DGN
LD5GCR_S-405---.DGN
LD5GCR_S-404---.DGN
LD5GCR_S-403---.DGN
LD5GCR_S-402---.DGN
LD5GCR_S-401---.DGN
LD5GCR_S-102---.DGN
LD5GCR_S-101---.DGN
LD5GCR_G-101---.DGN
LD5GCR_G-005---.DGN
LD5GCR_G-004---.DGN
LD5GCR_G-003---.DGN
LD5GCR_G-002---.DGN
LD5GCR_G-001---.DGN
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A
LOCK & DAM 5 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 8
LOCK & DAM 5 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 7
LOCK & DAM 5 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 6
LOCK & DAM 5 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 5
LOCK & DAM 5 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 4
LOCK & DAM 5 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 3
LOCK & DAM 5 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 2
LOCK & DAM 5 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 1
LOCK & DAM 5 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 9
LOCK & DAM 5 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 8
LOCK & DAM 5 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 7
LOCK & DAM 5 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 6
LOCK & DAM 5 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 5
LOCK & DAM 5 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 4
LOCK & DAM 5 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 3
LOCK & DAM 5 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 2
LOCK & DAM 5 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 1
SITE MAP - LOCK & DAM 5 - LOWER GUIDE WALL
SITE MAP - LOCK & DAM 5 - UPPER GUIDE WALL
SITE MAP LOCK & DAM 5
REFERENCE DRAWINGS INDEX
INDEX OF DRAWINGS AND LEGEND
NOT USED
DISTRICT, LOCATION AND VICINITY MAPS
COVER SHEET AND SIGNATURE BLOCK
D R
A W
IN
G I
N D
E X A
N D L
E G
E N
D
TO CONTAIN SEDIMENT.
7. CONTRACTOR REQUIRED TO ERECT FLOATING SILT CURTAIN
6. 'NUMO' = DEPTH BELOW POOL.
ELEVATIONS, CONVERTED.
5. MONOLITH CROSS SECTIONS WERE DRAWN USING 1912 MSL
1912 MSL - 0.43 FT = NAVD 88
CONVERSION FOR LD5:
SHOWN CONVERTED FROM 1912 MSL.
4. LOCK AND DAMS 5 CONVERSION FACTORS: ELEVATIONS
DIVING REPORT.
UPPER AND LOWER GUIDEWALL IS REFERENCED FROM 2012
APPROXIMATELY. HISTORICAL STATIONING SHOWN AT
PLAN SET HAVE BEEN SIZED AND POSITIONED
3. SITE MAPS AND EXISTING CONDITIONS INCLUDED IN THIS
CONTRACTING OFFICER UPON CONTRACT AWARD.
CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE
2. DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL
DAMAGE TO THESE UTILITIES.
LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID
MAKING THE DETERMINATION AS TO THE TYPE AND
INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR
AND LOCATION OF UTILITIES MAY NOT BE ACCURATE OR ALL
1. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE
W E
S -1
-B -0
CAPTURE ANY LEAKAGE THAT MAY OCCUR.
MAINTAIN THE FLOATING SILT CURTAIN TO
6. THE CONTRACTOR IS TO INSTALL AND
PRIOR TO THE PROJECT COMPLETION.
5. THE CONTRACTOR SHALL REMOVE ALL FORMWORK
THE LOW DENSITY CELLULAR CONCRETE.
4. THE CONTRACTOR SHALL CONFIRM THE PLACEMENT OF
LOWER GUIDE WALL MONOLITHS.
BE BETWEEN 90 PCF AND 100 PCF, FOR ALL UPPER AND
CRIBBING WITH AN AS-CAST DENSITY TO
3. THE CONTRACTOR SHALL COMPLETELY FILL THE TIMBER
THE CRIBBING AND UNEVEN RIVER BED MATERIAL.
SAND BAGS MAYBE REQUIRED TO FORM A SEAL ALONG
HINDER THE FORMWORK INSTALLATION PROCESS.
OF PLANE) OF THE TIMBERS, AT EACH SITE, THAT MAY
OF THE TIMBER CONDITIONS AND MISALIGNMENT (OUT
GUIDE WALLS). THE CONTRACTOR SHOULD BE AWARE
THE PERIMETER (RIVERWARD, LANDWARD AND END OF
SHALL BE INSTALLED TO BE MORTAR TIGHT AROUND
TIMBER CRIBBING AND OR CONCRETE MONOLITH, AND
2. THE FORMWORK IS TO BE SECURELY FASTENED TO THE
CRIBBING VERTICAL FACES.
AND POST CONSTRUCTION CONDITION OF THE
WITH A DIVE INSPECTION VIDEO, RECORDING THE PRE
1. THE CONTRACTOR SHALL PROVIDE THE GOVERNMENT
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FILE NAME
INDEX OF DRAWINGS - REFERENCE
DESCRIPTION
NO.
DWG.
NO.
SHEET
E L E
V A
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N D
A T
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V E
R T
IC
A L C
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E -U .S S
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Y F
T
* THIS DRAWING HAS BEEN REDUCED TO FIT THE FORMAT
/2
L O
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G-005
N A
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8 1
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R E
F E
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N C
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R A
W
IN
G I
N D
E X
NOTE: HYDROGRAPHS/DURATION CURVES NOT INCLUDED
* LOCK AND DAM 5 - LOWER GW SECTIONS (POLE METHOD)
* LOCK AND DAM 5 - UPPER GW SECTIONS (POLE METHOD)
* LOCK AND DAM 5 - LOWER GUIDE WALL SECTIONS
* LOCK AND DAM 5 - UPPER GUIDE WALL SECTIONS
* LOCK AND DAM 5 - MAIN LOCK PROFILE
* LOCK AND DAM 5 - CROSS SECTION LOCATIONS
* LOCK AND DAM 5 - DOWNSTREAM PLAN VIEW
* LOCK AND DAM 5 - UPSTREAM PLAN VIEW
* LOCK AND DAM 5 - 2012 DIVING INSPECTION UPPER GUIDE WALL APRON & SILL
* LOCK AND DAM 5 - 2012 DIVING INSPECTION LOWER GUIDE WALL APRON & SILL
* LOCK AND DAM 5 - 2012 DIVING INSPECTION SITE PLAN
* LOCK AND DAM 5 - DS LOCK APRON PLAN
* SCOUR REPAIR - UPPER GUIDE WALL - PLAN & SECTIONS
* FOUNDATION REPAIR - PLAN & DETAILS
* FOUNDATION REPAIR - EXISTING MONOLITH & LOCATION MAP
* SCOUR REPAIR - PLAN, VICINITY & DRAWING SCHEDULE
* LOCK & DAM NO. 5 - LOCK - MASONRY - UPPER & LOWER GUIDE WALLS
* LOCK & DAM NO. 5 - LOCK - GENERAL PLAN
* LOADING DOCK - LAYOUT PLAN VIEW - ACCESS ROAD, DREDGE AREA AND LOADING DOCK
* LOADING DOCK - LAYOUT PLAN VIEW - ACCESS ROAD AND DREDGE AREA
* LOCK & DAM NO. 5 - LOCK - BORINGS
LD52012_C-325---.DGN
LD52012_C-324---.DGN
LD52012_C-323---.DGN
LD52012_C-321---.DGN
LD52012_C-201---.DGN
LD52012_C-103---.DGN
LD52012_C-102---.DGN
LD52012_C-101---.DGN
R009_L5DIV_12SITE_V-1009.DGN
R0010_L5DIV_12SITE_V-10010.DGN
R001_L5DIV_12SITE_V-1001.DGN
LD5SCR12_C-101---.DGN
M-P5-61/14
M-P5-61/13
M-P5-61/12
M-P5-10/3
M-L5-20/10-FS
M-L5-20/1-FS
M-L5-10/26
M-L5-10/25
M-L5-10/3-FS
W E
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US Army Corps
SEE NOTE 5
SEE NOTE 4
SEE NOTE 5
90°
90°
90°
SEE NOTE 6
SEE NOTE 7
SEE NOTE 6STAGING AREA
SEE NOTE 6
SEE NOTE 8
165'
50'
90°
50'
50'
' 9
SEE NOTE 9
"D4" LD5
USACE D2
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US Army Corps
ID
Sheet
63-2M
77-6M83-5M
84-3M
84-4M
84-5M
85-13M
63-1M
S
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GENERAL NOTES THIS SHEET
8500 FT
APPROXIMATELY
400 FT
APPROXIMATELY
S
IT
E M
A P
PRESTON
LATSCH
N
160'0 80'
S-101
S-102
AREA
STAGING
M
ISSISSIPPI RIVER
FLO
W
1" = 80'
SITE MAP
LOCK AND DAM 5
SCALE:
W E
S -1
-B -0
ROAD.
9. WORK LIMITS FOLLOW 5' FROM OUTSIDE EDGE OF EXISTING
8. WORK LIMITS FOLLOW EDGE OF EXISTING STRUCTURES.
7. WORK LIMITS FOLLOW EDGE OF EXISTING PARKING LOT.
6. WORK LIMITS FOLLOW EXISTING FENCE LINE.
5. EXISTING GATE WITH LOCK.
AVAILABLE FOR STORAGE.
CHAMBER WALL IS FOR ACCESS ONLY AND IS NOT
ALONG LOCK CHAMBER WALL. WORK LIMITS ALONG LOCK
4. WORK LIMITS FOLLOW EXISTING FENCE LINE AND RAILING
CONDITION.
DURING CONSTRUCTION TO BE RESTORED TO ORIGINAL
PRIOR TO CONSTRUCTION. ALL AREAS DISTURBED
3. CONTRACTOR TO DOCUMENT EXISTING CONDITIONS
FACILITIES AND THE USE OF WATER ON SITE.
LOCKMASTER TO DETERMINE TEMPORARY ELECTRICAL
STAGING AREAS. CONTRACTOR TO COORDINATE WITH USACE
TO DETERMINE FINAL LOCATION FOR PARKING AND
2. CONTRACTOR TO COORDINATE WITH USACE LOCKMASTER
FURNISHED INFORMATION.
CONTAINED IN A SEPARATE ATTACHMENT: GOVERNMENT
1. BORING LOGS, DIVING REPORTS, AND SOUNDING DATA ARE
PILINGS
WOOD
PILINGS
WOOD JOINT
MONOLITH
9' 4' 5'
18'
24'
33.34'
33.35'
33.38'
33.33'
33.29'
33.38'
33.29'
33.33'
33.46'
33.31'
33.38'
33.37'
33.29'
33.29'
30.21'
SOUNDINGS.
(SEE NOTE 3) AND
DIVING REPORT
INFORMATION IN
GROUND PROFILE
BEST AVAILABLE
RIVERWARD) VARIES .
(LANDWARD AND
OF UPPER GUIDEWALL
PROFILE ALONG BASE
EXISTING GROUND
S
S
U L L
Y
/0
F /D
P F
P R
F
J
F
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
L D
G
C R
S -1 d g n
L O
C K D
A M
S-101
GENERAL NOTES THIS SHEET
N
1" = 40'
SITE MAP
LOCK AND DAM 5
SCALE:
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
ABOVE
SEE SECTION
N.T.S.
UPPER GUIDEWALL (UG)
EXISTING SECTION (TYP.)
SCALE:
N.T.S.
UPPER GUIDEWALL (UG)
EXISTING PLAN (TYP.)
SCALE:
N.T.S.
UPPER GUIDEWALL (UG)
EXISTING ELEVATION - RIVER SIDE (TYP.)
SCALE:
80'0 40'
U P
P E
R G
U
ID
E W
A L L
F
LO
W
STANCHIONS. SEE NOTE 3.
TO HANDRAILS AND LIGHTING
INCLUDING BUT NOT LIMITED
WALL APPURTENANCES
AVOID OR PROTECT ALL
NOTE: CONTRACTOR TO
S
IT
E M
A P
W E
S -1
-B -0
DIVING REPORT.
GOVERNMENT FURNISHED INFORMATION FOR THE 2016
BE OUT OF PLANE. REFER TO SEPARATE ATTACHMENT:
BASE OF GUIDEWALLS AND THAT GUIDEWALL TIMBERS MAY
SHEETPILE OR OTHER OBSTRUCTIONS MAY BE LOCATED AT
3. CONTRACTOR TO NOTE OBSTRUCTIONS SUCH AS ROCKS,
CONDITION.
DURING CONSTRUCTION TO BE RESTORED TO ORIGINAL
PRIOR TO CONSTRUCTION. ALL AREAS DISTURBED
2. CONTRACTOR TO DOCUMENT EXISTING CONDITIONS
STAGING AREAS.
TO DETERMINE FINAL LOCATION FOR PARKING AND
1. CONTRACTOR TO COORDINATE WITH USACE LOCKMASTER
LAND SIDE
RIVER SIDE
UPPER POOL
RIVER SIDELAND SIDE
EL. 664.57
TOP OF WALL
EL. VARIES
RIVERBED
MONOLITH
CONCRETE
BOTTOM OF
WOOD CRIB
TOP OF
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
UG-16
UG-5
UG-6
UG-7
UG-4
UG-1
UG-2
UG-3
UG-8
UG-13
UG-14
UG-15
UG-12
UG-9
UG-10
UG-11
.0
PILINGS
WOOD
JOINT
MONOLITH
PILINGS
WOOD
39.75'
33.56'
33.29'
33.4'
33.35'
33.31'
33.34'
33.37'
33.4'
33.35'
33.36'
33.35'
33.38'
33.31'
31.33'
18'
9' 4' 5'
SOUNDINGS.
(SEE NOTE 3) AND
FOUND IN DIVING REPORT
PROFILE INFORMATION
BEST AVAILABLE GROUND
AND RIVERWARD) VARIES.
GUIDEWALL (LANDWARD
ALONG BASE OF LOWER
EXISTING GROUND PROFILE
S
S
U L L
Y
/0
F /D
P F
P R
F
J
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
L D
G
C R
S -1 d g n
L O
C K D
A M
S-102
N
L O
W E
R G
U
ID
E W
A L L
GENERAL NOTES THIS SHEET
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
ABOVE
SEE SECTION
N.T.S.
LOWER GUIDEWALL (LG)
EXISTING SECTION (TYP.)
SCALE:
N.T.S.
LOWER GUIDEWALL (LG)
EXISTING PLAN (TYP.)
SCALE:
N.T.S.
LOWER GUIDEWALL (LG)
EXISTING ELEVATION - RIVER SIDE (TYP.)
SCALE:
80'20'0 40'
1" = 40'
SITE MAP
LOCK AND DAM 5
SCALE:
F
LO
W
STANCHIONS. SEE NOTE 3.
TO HANDRAILS AND LIGHTING
INCLUDING BUT NOT LIMITED
WALL APPURTENANCES
AVOID OR PROTECT ALL
NOTE: CONTRACTOR TO
S
IT
E M
A P
W E
S -1
-B -0
INFORMATION FOR THE 2016 DIVING REPORT.
TO SEPARATE ATTACHMENT: GOVERNMENT FURNISHED
GUIDEWALL TIMBERS MAY BE OUT OF PLANE. REFER
BE LOCATED AT BASE OF GUIDEWALLS AND THAT
ROCKS, SHEETPILE OR OTHER OBSTRUCTIONS MAY
3. CONTRACTOR TO NOTE OBSTRUCTIONS SUCH AS
ORIGINAL CONDITION.
DURING CONSTRUCTION TO BE RESTORED TO
PRIOR TO CONSTRUCTION. ALL AREAS DISTURBED
2. CONTRACTOR TO DOCUMENT EXISTING CONDITIONS
PARKING AND STAGING AREAS.
LOCKMASTER TO DETERMINE FINAL LOCATION FOR
1. CONTRACTOR TO COORDINATE WITH USACE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
LAND SIDE
RIVER SIDE
RIVER SIDELAND SIDE
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
EL. VARIES
RIVERBED
EL. 651.0, LOWER POOL
LG-5
LG-6
LG-7
LG-4
LG-1
LG-2
LG-3
LG-8
LG-13
LG-14
LG-15
LG-12
LG-9
LG-10
LG-11
.8
7.
4'
18.8'
VOID AREA VOID AREA VOID AREA VOID AREA
S
S
U L L
Y
/0
F /D
P F
P R
F
J
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-401
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
U P
P E
R G
U
ID
E W
A L L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
GENERAL NOTES THIS SHEET
O
C K D
A
1/8" = 1'-0"
S-401
B4
SCALE:
PLAN AND SECTION
MONOLITH UG-2 (MID)
1/8" = 1'-0"
S-401
B2
SCALE:
PLAN AND SECTION
MONOLITH UG-1 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
REPRESENT VOID DATA FROM APRIL 2016 DIVING
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
S-401
B1
SCALE:
SECTION
MONOLITH UG-1 CORNER
1/8" = 1'-0"
S-401
B3
SCALE:
SECTION
MONOLITH UG-1/2 JOINT
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
RIVERBED, EL. 644.17
RIVERBED, EL. 640.17
FLOOR, EL. 654.6
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
EL.636.57 EL.636.57 EL.636.57EL.636.57
AREA
VOID
VOID
S
S
U L L
Y
/0
F /D
P F
P R
F
J
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
8 1
A
S-402
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
U P
P E
R G
U
ID
E W
A L L
L O
C K D
A M
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
.9
S-402
B2
SCALE:
PLAN AND SECTION
MONOLITH UG-3 (MID)
1/8" = 1'-0"
S-402
B4
SCALE:
PLAN AND SECTION
MONOLITH UG-4 (MID)
GENERAL NOTES THIS SHEET
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
S-402
B1
SCALE:
SECTION
MONOLITH UG-2/3 JOINT
1/8" = 1'-0"
S-402
B3
SCALE:
SECTION
MONOLITH UG-3/4 JOINT
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
FLOOR, EL. 654.6
RIVERBED, EL. 641.17 RIVERBED, EL. 641.17
FLOOR, EL. 647.6
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL.636.57EL.636.57 EL.636.57EL.636.57
VOID
AREA
VOID
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-403
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
U P
P E
R G
U
ID
E W
A L L
L O
C K D
A
S-403
B2
SCALE:
PLAN AND SECTION
MONOLITH UG-5 (MID)
1/8" = 1'-0"
S-403
B4
SCALE:
PLAN AND SECTION
MONOLITH UG-6 (MID)
GENERAL NOTES THIS SHEET
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
S-403
B1
SCALE:
SECTION
MONOLITH UG-4/5 JOINT
1/8" = 1'-0"
S-403
B3
SCALE:
SECTION
MONOLITH UG-5/6 JOINT
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 639.17
FLOOR, EL. 647.6
RIVERBED, EL. 639.17
FLOOR, EL. 647.6
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
VOID
AREA
VOID
AREA
VOID
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-404
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
U P
P E
R G
U
ID
E W
A L L
L O
C K D
A
S-404
B3
SCALE:
SECTION
MONOLITH UG-7/8 JOINT
1/8" = 1'-0"
S-404
B4
SCALE:
SECTION
MONOLITH UG-8 (MID)
1/8" = 1'-0"
S-404
B2
SCALE:
SECTION
MONOLITH UG-7 (MID)
GENERAL NOTES THIS SHEET
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
S-404
B1
SCALE:
SECTION
MONOLITH UG-6/7 JOINT
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 639.17
FLOOR, EL. 647.6
RIVERBED, EL. 639.17
FLOOR, EL. 646.6
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
VOID
AREA
VOID
AREA
VOID
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-405
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
U P
P E
R G
U
ID
E W
A L L
L O
C K D
A
S-405
B1
SCALE:
SECTION
MONOLITH UG-8/9 JOINT
1/8" = 1'-0"
S-405
B3
SCALE:
SECTION
MONOLITH UG-9/10 JOINT
1/8" = 1'-0"
S-405
B2
SCALE:
SECTION
MONOLITH UG-9 (MID)
1/8" = 1'-0"
S-405
B4
SCALE:
SECTION
MONOLITH UG-10 (MID)
GENERAL NOTES THIS SHEET
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
REPRESENT VOID DATA FROM APRIL 2016 DIVING
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE RIVER SIDELAND SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
FLOOR, EL. 646.6
RIVERBED, EL. 638.17
FLOOR, EL. 646.6
RIVERBED, EL. 639.17
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
VOID AREA
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-406
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
U P
P E
R G
U
ID
E W
A L L
L O
C K D
A M
S-406
B2
SCALE:
SECTION
MONOLITH UG-11 (MID)
1/8" = 1'-0"
S-406
B4
SCALE:
SECTION
MONOLITH UG-12 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
S-406
B1
SCALE:
SECTION
MONOLITH UG-10/11 JOINT
1/8" = 1'-0"
S-406
B3
SCALE:
SECTION
MONOLITH UG-11/12 JOINT
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 640.17
FLOOR, EL. 647.6
RIVERBED, EL. 638.17
FLOOR, EL. 646.6
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-407
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
U P
P E
R G
U
ID
E W
A L L
L O
C K D
A M
S-407
B2
SCALE:
SECTION
MONOLITH UG-13 (MID)
1/8" = 1'-0"
S-407
B4
SCALE:
SECTION
MONOLITH UG-14 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
S-407
B1
SCALE:
SECTION
MONOLITH UG-12/13 JOINT
1/8" = 1'-0"
S-407
B3
SCALE:
SECTION
MONOLITH UG-13/14 JOINT
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
LAND SIDE
RIVER SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 639.17
RIVERBED, EL. 638.17
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-408
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
U P
P E
R G
U
ID
E W
A L L
L O
C K D
A M
S-408
B2
SCALE:
SECTION
MONOLITH UG-15 (MID)
1/8" = 1'-0"
S-408
B4
SCALE:
SECTION
MONOLITH UG-16 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
S-408
B1
SCALE:
SECTION
MONOLITH UG-14/15 JOINT
1/8" = 1'-0"
S-408
B3
SCALE:
SECTION
MONOLITH UG-15/16 JOINT
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 639.17 RIVERBED, EL. 639.17 RIVERBED, EL. 639.17
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL. 652.57,
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-409
L D
G
C R
S -4 d g n
8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
U P
P E
R G
U
ID
E W
A L L
L O
C K D
A M
S-409
B1
SCALE:
SECTION
MONOLITH UG-16/L-1 JOINT
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
REPRESENT VOID DATA FROM APRIL 2016 DIVING
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDELAND SIDE
RIVERBED, EL. 639.17
CONCRETE MONOLITH
EL. 648.57, BOTTOM OF
EL. 664.57
TOP OF WALL
EL.669.57, UPPER POOL
TOP OF WOOD CRIB
EL.636.57
VOID AREA VOID AREA
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-410
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
L O
W E
R G
U
ID
E W
A L L
L O
C K D
A M
L D
G
C R
S -4 d g n
S-410
B1
SCALE:
SECTION
MONOLITH L-26/LG-1 JOINT
1/8" = 1'-0"
S-410
B2
SCALE:
SECTION
MONOLITH LG-1 (MID)
1/8" = 1'-0"
S-410
B3
SCALE:
SECTION
MONOLITH LG-1/2 JOINT
1/8" = 1'-0"
S-410
B4
SCALE:
SECTION
MONOLITH LG-2 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
REPRESENT VOID DATA FROM APRIL 2016 DIVING
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDELAND SIDERIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE
EL. 664.57
TOP OF WALL
RIVER SIDELAND SIDE
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
RIVERBED, EL. 636.17
EL. 634.57
FLOOR, EL. 646.6
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 634.57 EL. 634.57 EL. 634.57
RIVERBED, EL. 636.17 RIVERBED, EL. 636.17 RIVERBED, EL. 636.17
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-411
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
L O
W E
R G
U
ID
E W
A L L
L O
C K D
A M
S-411
B1
SCALE:
SECTION
MONOLITH LG-2/3 JOINT
1/8" = 1'-0"
S-411
B2
SCALE:
SECTION
MONOLITH LG-3 (MID)
1/8" = 1'-0"
S-411
B3
SCALE:
SECTION
MONOLITH LG-3/4 JOINT
1/8" = 1'-0"
S-411
B4
SCALE:
SECTION
MONOLITH LG-4 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
REPRESENT VOID DATA FROM APRIL 2016 DIVING
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
FLOOR, EL. 646.6 FLOOR, EL. 646.6
FLOOR, EL. 645.6 FLOOR, EL. 645.1
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 634.57 EL. 634.57 EL. 634.57 EL. 634.57
RIVERBED, EL. 636.17 RIVERBED, EL. 636.17 RIVERBED, EL. 636.17
RIVERBED, EL. 635.17
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-412
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
L O
W E
R G
U
ID
E W
A L L
L O
C K D
A M
S-412
B1
SCALE:
SECTION
MONOLITH LG-4/5 JOINT
1/8" = 1'-0"
S-412
B2
SCALE:
SECTION
MONOLITH LG-5 (MID)
1/8" = 1'-0"
S-412
B3
SCALE:
SECTION
MONOLITH LG-5/6 JOINT
1/8" = 1'-0"
S-412
B4
SCALE:
SECTION
MONOLITH LG-6 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
REPRESENT VOID DATA FROM APRIL 2016 DIVING
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 634.17
FLOOR, EL. 644.6
RIVERBED, EL. 635.17 RIVERBED, EL. 635.17
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 634.57
EL. 634.57 EL. 634.57 EL. 634.57
VOID
AREA
VOID
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-413
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
L O
W E
R G
U
ID
E W
A L L
L O
C K D
A M
8'0 4' 16'
S-413
B1
SCALE:
SECTION
MONOLITH LG-6/7 JOINT
1/8" = 1'-0"
S-413
B2
SCALE:
SECTION
MONOLITH LG-7 (MID)
1/8" = 1'-0"
S-413
B3
SCALE:
SECTION
MONOLITH LG-7/8 JOINT
1/8" = 1'-0"
S-413
B4
SCALE:
SECTION
MONOLITH LG-8 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
REPRESENT VOID DATA FROM APRIL 2016 DIVING
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
FLOOR, EL. 642.6
RIVERBED, EL. 635.17 RIVERBED, EL. 635.17 RIVERBED, EL. 635.17
FLOOR, EL. 642.6 FLOOR, EL. 642.6
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 634.57 EL. 634.57 EL. 634.57 EL. 634.57
VOID AREA VOID AREA VOID AREA
VOID
VOID AREA
AREA
VOID
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-414
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
L O
W E
R G
U
ID
E W
A L L
L O
C K D
A M
S-414
B1
SCALE:
SECTION
MONOLITH LG-8/9 JOINT
1/8" = 1'-0"
S-414
B2
SCALE:
SECTION
MONOLITH LG-9 (MID)
1/8" = 1'-0"
S-414
B3
SCALE:
SECTION
MONOLITH LG-9/10 JOINT
1/8" = 1'-0"
S-414
B4
SCALE:
SECTION
MONOLITH LG-10 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
REPRESENT VOID DATA FROM APRIL 2016 DIVING
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
FLOOR, EL. 642.1
RIVERBED, EL. 636.17
FLOOR, EL. 641.6
RIVERBED, EL. 637.17
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
VOID AREA VOID AREA VOID AREA VOID AREAAREA
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-415
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
L O
W E
R G
U
ID
E W
A L L
L O
C K D
A M
S-415
B1
SCALE:
SECTION
MONOLITH LG-10/11 JOINT
1/8" = 1'-0"
S-415
B3
SCALE:
SECTION
MONOLITH LG-11/12 JOINT
1/8" = 1'-0"
S-415
B2
SCALE:
SECTION
MONOLITH LG-11 (MID)
1/8" = 1'-0"
S-415
B4
SCALE:
SECTION
MONOLITH LG-12 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
REPRESENT VOID DATA FROM APRIL 2016 DIVING
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 637.17
FLOOR, EL. 641.6
RIVERBED, EL. 636.17
FLOOR, EL. 642.1
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
S
S
U L L
Y
/0
F /D
P F
P R
F
J
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-416
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
L O
W E
R G
U
ID
E W
A L L
L O
C K D
A M
S-416
B1
SCALE:
SECTION
MONOLITH LG-12/13 JOINT
1/8" = 1'-0"
S-416
B3
SCALE:
SECTION
MONOLITH LG-13/14 JOINT
1/8" = 1'-0"
S-416
B2
SCALE:
SECTION
MONOLITH LG-13 (MID)
1/8" = 1'-0"
S-416
B4
SCALE:
SECTION
MONOLITH LG-14 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
REPRESENT VOID DATA FROM APRIL 2016 DIVING
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
TOP OF WOOD CRIB
EL. 649.0,
FLOOR, EL. 641.6
RIVERBED, EL. 636.17
FLOOR, EL. 641.6 FLOOR, EL. 641.6
RIVERBED, EL. 635.67
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
34.5'
7.4'
.8
S
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IN
N E
S O
T A C
IT
Y
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S-417
L D
G
C R
S -4 d g n
8'0 4' 16' 8'0 4' 16'
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
L O
W E
R G
U
ID
E W
A L L
L O
C K D
A M
T S
U L L
Y
/0
/1
P R
F /D
P F
P R
F
J L
S-417
B1
SCALE:
SECTION
MONOLITH LG-14/15 JOINT
1/8" = 1'-0"
S-417
B2
SCALE:
SECTION
MONOLITH LG-15 (MID)
SHOWN FOR CLARITY.
2. HANDRAILS AND OTHER WALL APPURTENANCES NOT
ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.
INSPECTIONS. POOL ELEVATIONS REPRESENT
REPRESENT VOID DATA FROM APRIL 2016 DIVING
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
W E
S -1
-B -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE
RIVERBED, EL. 636.17
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 648.57,
EL. 664.57
TOP OF WALL
CONCRETE MONOLITH
EL. 644.57, BOTTOM OF
EL. 650.57, LOWER POOL
TOP OF WOOD CRIB
EL. 634.57 EL. 634.57
| LD5GCR_BCOES-FULL-18MAY17 |
| LD5GCR_References_DSize |
| LD5GCR_References_DSize |
| LD5GCR_References_DSize |
| LD5_6_Refences_DSize |
2012_ScourRepair_LD5SCR12_C-101
LD5_References_DSize
File details come from the government source that posted it. Updated .