W912ES-17-B-0002_LD9_FullSize.pdf
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
T S
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G-002
V
IC
IN
IT
Y M
A P
S
DAM 9
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
MINNEAPOLIS
IOWA
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
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CITY
VALLEY
NOT TO SCALE
E L E
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A
IOWA
MISSISSIPPI RIVER
N
L D
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1" = 5000'
VICINITY MAP
LOCK & DAM 9
SCALE:
N
0 10000'5000'
FERRY
HARPERS
LYNXVILLE
LANSING
SITE
PROJECT
PROJECT
LOCATION
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
LOCK AND DAML/D
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
F L
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W E
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-B -0
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F /D
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G-003
DESCRIPTION
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
INDEX OF DRAWINGS - REFERENCE
DESCRIPTION
FILE NAME
NO.
DWG.
NO.
SHEET
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
EXPANSION JOINT
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
A N
D R
E F
E R
E N
C E D
R A
W
IN
G I
N D
E X
D R
A W
IN
G I
N D
E X L E
G E
N D
DRAWING NUMBER
AS-BUILT
E L E
V A
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.9
A
: WORK LIMITS
: SURVEY CONTROL POINT (2D)
: SURVEY CONTROL POINT (3D)
: BORING LOG
MID MID SPAN MONOLITH
SCOPE OF WORK
LEGEND L
D
G
C R
G -0 d g n
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-003
G-002
G-001
LD9GCR_S-414----.DGN
LD9GCR_S-413----.DGN
LD9GCR_S-412----.DGN
LD9GCR_S-411----.DGN
LD9GCR_S-410----.DGN
LD9GCR_S-409----.DGN
LD9GCR_S-408----.DGN
LD9GCR_S-407----.DGN
LD9GCR_S-406----.DGN
LD9GCR_S-405----.DGN
LD9GCR_S-404----.DGN
LD9GCR_S-403----.DGN
LD9GCR_S-402----.DGN
LD9GCR_S-401----.DGN
LD9GCR_S-102----.DGN
LD9GCR_S-101----.DGN
LD9GCR_G-101----.DGN
LD9GCR_G-003----.DGN
LD9GCR_G-002----.DGN
LD9GCR_G-001----.DGN
LOCK & DAM 9 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 7
LOCK & DAM 9 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 6
LOCK & DAM 9 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 5
LOCK & DAM 9 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 4
LOCK & DAM 9 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 3
LOCK & DAM 9 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 2
LOCK & DAM 9 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 1
LOCK & DAM 9 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 7
LOCK & DAM 9 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 6
LOCK & DAM 9 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 5
LOCK & DAM 9 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 4
LOCK & DAM 9 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 3
LOCK & DAM 9 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 2
LOCK & DAM 9 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 1
LOCK & DAM 9 - LOWER GUIDEWALL PLAN
LOCK & DAM 9 - UPPER GUIDEWALL PLAN
SITE MAP - LOCK & DAM 9
INDEX OF DRAWINGS AND REFERENCE DRAWINGS
DISTRICT, LOCATION AND VICINITY MAPS
COVER SHEET AND SIGNATURE BLOCK
M-L9-61/9
M-L9-61/8
M-L9-20/9-FS
M-L9-10/1
M-L9-38/32
M-L9-20/10-FS
M-L9-20/1
M-L9-10/3-FS
CURTAIN TO CONTAIN SEDIMENT.
7. CONTRACTOR REQUIRED TO ERECT FLOATING SILT
6. 'NUMO' = DEPTH BELOW POOL.
ELEVATIONS, CONVERTED.
5. MONOLITH CROSS SECTIONS WERE DRAWN USING 1912 MSL
1912 MSL - 0.69 FT = NAVD 88
CONVERSION FOR LD9:
FROM 1912 MSL.
CONVERSION FACTORS: ELEVATIONS SHOWN CONVERTED
4. LOCK AND DAMS 9
REPORT, INCLUDED IN PROJECT REFERENCE DRAWINGS.
UPPER GUIDEWALL IS REFERENCED FROM 2013 DIVING
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
* THIS DRAWING HAS BEEN REDUCED TO FIT THE FORMAT.
*LOCK & DAM NO. 9 - CROSS SECTIONS LOWER GUIDE WALL
*LOCK & DAM NO. 9 - CROSS SECTIONS UPPER GUIDE WALL
*LOCK & DAM NO. 9 - PROFILE MAIN LOCK
*LOCK & DAM NO. 9 - PLAN VIEW 2012 CONTOURS
*LOCK & DAM NO. 9 - 2013 DIVING INSPECTION - LOWER GUIDE WALL & LOCK CHAMBER NOTES
*LOCK & DAM NO. 9 - 2013 DIVING INSPECTION - UPPER GUIDE WALL & LOCK CHAMBER NOTES
*LOCK & DAM NO. 9 - 2013 DIVING INSPECTION - SITE PLAN & DRAWING INDEX
*LOCK & DAM NO. 9 - SCOUR PROTECTION - LOWER GUIDE WALL PLAN & SECTIONS
*LOCK & DAM NO. 9 - SCOUR PROTECTION - UPPER GUIDE WALL PLAN & SECTIONS
*LOCK & DAM NO. 9 - LOCK - WATER STAGE RECORDER WELLS
*LOCK & DAM NO. 9 - SCOUR PROTECTION - PLAN, VICINITY MAP & DRAWING SCHEDULE
*LOCK & DAM NO. 9 - LOADING DOCK - PLAN, SECTIONS & PROFILE
*LOCK & DAM NO. 9 - LOCK - MASONRY - UPPER & LOWER GUIDE WALLS
*LOCK & DAM NO. 9 - LOCK - GENERAL PLAN
*LOCK & DAM NO. 9 - LOCK - BORINGS
LD9SNDG2013_C-312---.DGN
LD9SNDG2013_C-311---.DGN
LD9SNDG2013_C-201---.DGN
LD9SNDG2013_C-101---.DGN
R007_L9DIV_13SITE_V-100700.DGN
R006_L9DIV_13SITE_V-100600.DGN
R001_L9DIV_13SITE_V-100100.DGN
W E
S -1
-B -0
THE PROJECT COMPLETION.
5. THE CONTRACTOR SHALL REMOVE ALL FORMWORK PRIOR TO
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
ALONG THE CRIBBING AND UNEVEN RIVER BED MATERIAL.
PROCESS. SAND BAGS MAYBE REQUIRED TO FORM A SEAL
EACH SITE, THAT MAY HINDER THE FORMWORK INSTALLATION
AND MISALIGNMENT (OUT OF PLANE) OF THE TIMBERS, AT
CONTRACTOR SHOULD BE AWARE OF THE TIMBER CONDITIONS
(RIVERWARD, LANDWARD AND END OF GUIDE WALLS). THE
BE INSTALLED TO BE MORTAR TIGHT AROUND THE PERIMETER
TIMBER CRIBBING AND OR CONCRETE MONOLITH, AND SHALL
2. THE FORMWORK IS TO BE SECURELY FASTENED TO THE
FACES.
CONSTRUCTION CONDITION OF THE CRIBBING VERTICAL
A DIVE INSPECTION VIDEO, RECORDING THE PRE AND POST
1. THE CONTRACTOR SHALL PROVIDE THE GOVERNMENT WITH
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
Sheet
0'
SEE NOTE 5
SEE NOTE 6
SEE NOTE 7
SEE NOTE 7
SEE NOTE 5
SEE NOTE 5
SEE NOTE 5
SEE NOTE 4
90°
90°
90°
90°
150'
150'
SEE NOTE 6
5'
4.
8.
0'
110'
95'
120'
"715 DOWN" LD9
"D3" LD9
87-12M
87-14M
87-13M
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US Army Corps of Engineers
US Army Corps
ID
Sheet
50'
50'
150'
S
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P F
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1" = 100'
SITE MAP
LOCK AND DAM 9
SCALE:
N
0 100' 200'
GENERAL NOTES THIS SHEET
G-101
L O
C K D
A M
S
IT
E M
A P
LYNXVILLE GPS
Q 122
2700 LF
APPROXIMATELY
19,300 LF
APPROXIMATELY
E L E
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IN
G A
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S T A G
IN
G A
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G -1 d g nW E
S -1
-B -0
AND/OR ROAD.
7. WORK LIMITS FOLLOW EDGE OF EXISTING WALKWAY
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
STAGING AREAS.
TO DETERMINE FINAL LOCATION FOR PARKING AND
2. CONTRACTOR TO COORDINATE WITH USACE LOCKMASTER
INFORMATION.
IN A SEPARATE ATTACHMENT: GOVERNMENT FURNISHED
SCOUR REPAIR PLANS FOR LOCK AND DAM 8 ARE CONTAINED
1. BORING LOGS, DIVING REPORTS, SOUNDING DATA AND
6' 3' 3' 3' 5'
20'
PILINGS
WOOD
JOINT
MONOLITH
PILINGS
WOOD
'41
AND SOUNDINGS.
(SEE NOTE 3)
DIVING REPORT
INFORMATION IN
GROUND PROFILE
AVAILABLE
VARIES. BEST
RIVERWARD)
(LANDWARD AND
GUIDEWALL
BASE OF UPPER
PROFILE ALONG
EXISTING GROUND
S
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Y
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P F
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GENERAL NOTES THIS SHEET
1" = 40'
SITE MAP
LOCK AND DAM 9
SCALE:
E L E
V A
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A T
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.9
A
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'
F L
O W
L D
G
C R
S -1 d g n
SEE NOTE 3.
AND LIGHTING STANCHIONS.
LIMITED TO HANDRAILS
INCLUDING BUT NOT
WALL APPURTENANCES
AVOID OR PROTECT ALL
NOTE: CONTRACTOR TO
W E
S -1
-B -0
DIVING REPORT.
GOVERNMENT FURNISHED INFORMATION FOR THE 2016
MAY BE OUT OF PLANE. REFER TO SEPARATE ATTACHMENT:
AT BASE OF GUIDEWALLS AND THAT GUIDEWALL TIMBERS
SHEET PILE OR OTHER OBSTRUCTIONS MAY BE LOCATED
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
U G -1
U G -2
U G -3
U G -4
U G -5
U G -6
U G -7
U G -8
U G -9
U G -10
U G -11
U G -12
L-4
L-3
L-2
L-1
U G -13
S T A . 0+
94.79 A
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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
TOP OF WOOD CRIB
EL. VARIES
RIVERBED
UPPER POOL
EL. 632.31
TOP OF WALL
MONOLITH
CONCRETE
BOTTOM OF
PILINGS
WOOD JOINT
MONOLITH
PILINGS
WOOD
5'3'3'3'6'
20'
AND SOUNDINGS.
(SEE NOTE 3)
DIVING REPORT
INFORMATION IN
GROUND PROFILE
AVAILABLE
VARIES. BEST
AND RIVERWARD)
(LANDWARD
GUIDEWALL
BASE OF LOWER
PROFILE ALONG
EXISTING GROUND
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
L Y
N X
V
IL
L E
W I
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
L O
W E
R G
U
ID
E W
A L L P
L A
N
L O
C K D
A M
S-102
N
GENERAL NOTES THIS SHEET
1" = 40'
SITE MAP
LOCK AND DAM 9
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
D
W I 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
ABOVE
SEE SECTION
N.T.S.
LOWER GUIDEWALL (LG)
EXISTING ELEVATION - RIVER SIDE (TYP.)
SCALE:
N.T.S.
LOWER GUIDEWALL (LG)
EXISTING PLAN (TYP.)
SCALE:
N.T.S.
LOWER GUIDEWALL (LG)
EXISTING SECTION (TYP.)
SCALE:
80'0 40'
F L
O W
L D
G
C R
S -1 d g n
NOTE 3.
STANCHIONS. SEE
AND LIGHTING
LIMITED TO HANDRAILS
INCLUDING BUT NOT
WALL APPURTENANCES
AVOID OR PROTECT ALL
NOTE: CONTRACTOR TO
W E
S -1
-B -0
INFORMATION.
IN THE SEPARATE ATTACHMENT: GOVERNMENT FURNISHED
AND POST PLACEMENT SURVEY INFORMATION CAN BE FOUND
OF THE LOWER GUIDE WALL. THE 2016 SCOUR REPAIR DESIGN
APPEARS TO HAVE BEEN PLACED ALONG THE ENTIRE LENGTH
IS NOT REPRESENTED IN THE DRAWING SET. RIPRAP
DIVE INSPECTION WAS COMPLETED. THE RIPRAP PLACEMENT
GUIDE WALL IN JULY AND AUGUST 2016 AFTER THE APRIL 2016
4. RIPRAP WAS PLACED ALONG THE DOWNSTREAM
DIVING REPORT FOR THE 2016 DIVING REPORT.
GOVERNMENT FURNISHED INFORMATION FOR THE 2016
MAY BE OUT OF PLANE. REFER TO SEPARATE ATTACHMENT:
AT BASE OF GUIDEWALLS AND THAT GUIDEWALL TIMBERS
SHEET PILE OR OTHER OBSTRUCTIONS MAY BE LOCATED
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
RIVER SIDELAND SIDE
EL. VARIES
RIVERBED
LOWER POOL
EL. 632.31
TOP OF WALL
MONOLITH
CONCRETE
BOTTOM OF
WOOD CRIB
TOP OF
LAND SIDE
RIVER SIDE
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
L-22
L-23
L-24
L-25
I-25
LG
-2
LG
-3
LG
-4
LG
-5
LG
-6
LG
-7
LG
-8
LG
-9
LG
-10
LG
-11
LG
-12
LG
-13
LG
-1
.6
9.1'
34.6'
VOID AREA VOID AREA VOID AREA VOID AREA
VOID AREA VOID AREA VOID AREA
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
W I S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
/1
/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
L Y
N X
V
IL
L E
W I
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
N A
V D
8 1
A
S-401
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
L D
G
C R
S -4 d g n
8'0 4' 16'
1/8" = 1'-0"
S-401
B1
SCALE:
PLAN AND SECTION
MONOLITH UG-1 (END)
GENERAL NOTES THIS SHEET
B2
SCALE:
PLAN AND SECTION
MONOLITH UG-1 (MID)
8'0 4' 16' 8'0 4' 16'
B4
SCALE:
PLAN AND SECTION
MONOLITH UG-2 (MID)
1/8" = 1'-0"
S-401
B3
SCALE:
PLAN AND SECTION
MONOLITH UG-1/2 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 SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE
EL. 632.31
TOP OF WALL
RIVER SIDELAND SIDE
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL. 596.31
RIVERBED, EL. 599.51
RIVERBED, EL. 601.01
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
FLOOR, EL. 604.51FLOOR, EL. 604.51
VOID AREA VOID AREA
VOID AREA
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
S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
/1
/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
L Y
N X
V
IL
L E
W I
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
N A
V D
8 1
A
S-402
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
L D
G
C R
S -4 d g n
S-402
B2
SCALE:
PLAN AND SECTION
MONOLITH UG-3 (MID)
S-402
B4
SCALE:
PLAN AND SECTION
MONOLITH UG-4 (MID)
1/8" = 1'-0"
S-402
B3
SCALE:
PLAN AND SECTION
MONOLITH UG-3/4 JOINT
1/8" = 1'-0"
S-402
B1
SCALE:
PLAN AND SECTION
MONOLITH UG-2/3 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 SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 601.01
RIVERBED, EL. 600.01
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
FLOOR, EL. 608.01FLOOR, EL. 608.01
FLOOR, EL. 605.81
VOID AREA VOID AREA VOID AREA VOID AREAVOID AREA VOID AREA
S
U L L
Y
/0
F /D
P F
P R
F
J
S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
/1
/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
L Y
N X
V
IL
L E
W I
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
N A
V D
8 1
A
S-403
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
L D
G
C R
S -4 d g n
S-403
B2
SCALE:
PLAN AND SECTION
MONOLITH UG-5 (MID)
S-403
B4
SCALE:
PLAN AND SECTION
MONOLITH UG-6 (MID)
1/8" = 1'-0"
S-403
B1
SCALE:
PLAN AND SECTION
MONOLITH UG-4/5 JOINT
1/8" = 1'-0"
S-403
B3
SCALE:
PLAN AND SECTION
MONOLITH UG-5/6 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 SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 600.01 RIVERBED, EL. 600.91
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
VOID AREA VOID AREA
VOID AREA
VOID AREA
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
S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
/1
/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
L Y
N X
V
IL
L E
W I
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
N A
V D
8 1
A
S-404
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
L D
G
C R
S -4 d g n
S-404
B2
SCALE:
PLAN AND SECTION
MONOLITH UG-7 (MID)
S-404
B4
SCALE:
PLAN AND SECTION
MONOLITH UG-8 (MID)
1/8" = 1'-0"
S-404
B3
SCALE:
PLAN AND SECTION
MONOLITH UG-7/8 JOINT
1/8" = 1'-0"
S-404
B1
SCALE:
PLAN AND SECTION
MONOLITH UG-6/7 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 SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 600.61 RIVERBED, EL. 600.51
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 605.41 EL. 605.41
VOID AREAVOID AREA VOID AREA
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
S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
/1
/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
L Y
N X
V
IL
L E
W I
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
N A
V D
8 1
A
S-405
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
L D
G
C R
S -4 d g n
S-405
B2
SCALE:
PLAN AND SECTION
MONOLITH UG-9 (MID)
S-405
B4
SCALE:
PLAN AND SECTION
MONOLITH UG-10 (MID)
1/8" = 1'-0"
S-405
B1
SCALE:
PLAN AND SECTION
MONOLITH UG-8/9 JOINT
1/8" = 1'-0"
S-405
B3
SCALE:
PLAN AND SECTION
MONOLITH UG-9/10 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 SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 601.01 RIVERBED, EL. 601.01
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
EL.619.31, UPPER POOL
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
RIVERBED, EL. 601.01
EL. 606.41
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
S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
/1
/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
L Y
N X
V
IL
L E
W I
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
N A
V D
8 1
A
S-406
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
L D
G
C R
S -4 d g n
S-406
B2
SCALE:
PLAN AND SECTION
MONOLITH UG-11 (MID)
S-406
B4
SCALE:
PLAN AND SECTION
MONOLITH UG-12 (MID)
1/8" = 1'-0"
S-406
B3
SCALE:
PLAN AND SECTION
MONOLITH UG-11/12 JOINT
1/8" = 1'-0"
S-406
B1
SCALE:
PLAN AND SECTION
MONOLITH UG-10/11 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 SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 600.51 RIVERBED, EL. 600.51
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
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
S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
/1
/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
L Y
N X
V
IL
L E
W I
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
N A
V D
8 1
A
S-407
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
L D
G
C R
S -4 d g n
S-407
B2
SCALE:
PLAN AND SECTION
MONOLITH UG-13 (MID)
S-407
B1
SCALE:
PLAN AND SECTION
MONOLITH UG-12/13 JOINT
1/8" = 1'-0"
S-407
B3
SCALE:
PLAN AND SECTION
MONOLITH UG-13/LW-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
LAND SIDE
RIVER SIDE
RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVERBED, EL. 601.01
RIVERBED, EL. 602.01
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
EL. 610.31, TOP
EL. 596.31
EL. 632.31
TOP OF WALL
CONCRETE MONOLITH
EL.606.31, BOTTOM OF
OF WOOD CRIB
EL.619.31, UPPER POOL
VOID AREAVOID AREAVOID AREAVOID AREA
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
S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
/1
/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
L Y
N X
V
IL
L E
W I
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
N A
V D
8 1
A
S-408
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-408
B1
SCALE:
PLAN AND SECTION
MONOLITH LG-1 (MID)
B3
SCALE:
PLAN AND SECTION
MONOLITH LG-2 (MID)
B4
SCALE:
PLAN AND SECTION
MONOLITH LG-2/3 JOINT
1/8" = 1'-0"
S-408
B2
SCALE:
PLAN AND SECTION
MONOLITH LG-1/2 JOINT
W E
S -1
-B -0
MONOLITHS BELOW.
THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE
ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.
SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE
3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT
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 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
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
RIVERBED, EL. 596.61
RIVERBED, EL. 597.31
EL. 632.31
TOP OF WALL
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 606.31, BOTTOM OF
EL. 593.31
EL. 632.31
TOP OF WALL
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
CONCRETE MONOLITH
WOOD CRIB
TOP OF
EL. 610.31
LOWER POOL
EL. 610.31
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
S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
/1
/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
L Y
N X
V
IL
L E
W I
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
N A
V D
8 1
A
S-409
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
S-409
B1
SCALE:
PLAN AND SECTION
MONOLITH LG-3 (MID)
B3
SCALE:
PLAN AND SECTION
MONOLITH LG-4 (MID)
B2
SCALE:
PLAN AND SECTION
MONOLITH LG-3/4 JOINT
1/8" = 1'-0"
S-409
B4
SCALE:
PLAN AND SECTION
MONOLITH LG-4/5 JOINT
GENERAL NOTES THIS SHEET
W E
S -1
-B -0
MONOLITHS BELOW.
THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE
ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.
SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE
3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT
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 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
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
RIVERBED, EL. 597.11 RIVERBED, EL. 597.61
EL. 632.31
TOP OF WALL
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
CONCRETE MONOLITH
VOID AREA
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
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E -U .S S
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V E
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L O
C K A
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A M G
U
ID
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A L L C
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B4
SCALE:
PLAN AND SECTION
MONOLITH LG-5 (MID)
B4
SCALE:
PLAN AND SECTION
MONOLITH LG-6 (MID)
B4
SCALE:
PLAN AND SECTION
MONOLITH LG-5/6 JOINT
1/8" = 1'-0"
S-410
B4
SCALE:
PLAN AND SECTION
MONOLITH LG-6/7 JOINT
GENERAL NOTES THIS SHEET
W E
S -1
-B -0
MONOLITHS BELOW.
THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE
ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.
SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE
3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT
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 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
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IO
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D
2 3
C
4 5
A
B
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N
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O
D A
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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
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
RIVERBED, EL. 593.61
EL. 632.31
TOP OF WALL
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
CONCRETE MONOLITH
RIVERBED, EL. 589.61
EL. 605.06
VOID AREAVOID AREA VOID AREAVOID AREA
VOID AREA
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
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D
IN
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Y S
T E
M
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R
IZ
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T A
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IN
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A C
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R
C F
G E
S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
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/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
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A
IR
L O
C K A
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M O
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L D
G
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S -4 d g
S-411
B1
SCALE:
PLAN AND SECTION
MONOLITH LG-7 (MID)
B3
SCALE:
PLAN AND SECTION
MONOLITH LG-8 (MID)
B2
SCALE:
PLAN AND SECTION
MONOLITH LG-7/8 JOINT
1/8" = 1'-0"
S-411
B4
SCALE:
PLAN AND SECTION
MONOLITH LG-8/9 JOINT
GENERAL NOTES THIS SHEET
W E
S -1
-B -0
MONOLITHS BELOW.
THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE
ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.
SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE
3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT
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 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
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IO
N
D
2 3
C
4 5
A
B
M A
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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
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
RIVERBED, EL. 593.11
RIVERBED, EL. 593.61
CONCRETE MONOLITH
EL. 606.31, BOTTOM OF
EL. 632.31
TOP OF WALL
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
CONCRETE MONOLITH
EL. 604.06
EL. 605.06
RIVERBED, EL. 590.61
EL. 604.06
VOID AREAVOID AREAVOID AREA VOID AREA
VOID AREA
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
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C O
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D
IN
A T
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T E
M
H O
R
IZ
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T A
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C O
M B
IN
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T O
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C F
G E
S
P C
S S
O U
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E -U .S S
U R
V E
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L O
C K A
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A M G
U
ID
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A L L C
R
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A
IR
L O
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F E
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N A
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8 1
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S-412
M O
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S S S
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A L L
L O
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L D
G
C R
S -4 d g
S-412
B1
SCALE:
PLAN AND SECTION
MONOLITH LG-9 (MID)
B3
SCALE:
PLAN AND SECTION
MONOLITH LG-10 (MID)
B2
SCALE:
PLAN AND SECTION
MONOLITH LG-9/10 JOINT
1/8" = 1'-0"
S-412
B4
SCALE:
PLAN AND SECTION
MONOLITH LG-10/11 JOINT
GENERAL NOTES THIS SHEET
W E
S -1
-B -0
MONOLITHS BELOW.
THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE
ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.
SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE
3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT
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 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
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F
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D B
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P L
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D A
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M A
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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
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
RIVERBED, EL. 595.61
RIVERBED, EL. 593.61
CONCRETE MONOLITH
EL. 606.31, BOTTOM OF
EL. 632.31
TOP OF WALL
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
CONCRETE MONOLITH
EL. 605.06 EL. 605.06
VOID AREAVOID AREA VOID AREA
VOID AREA
VOID AREA
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
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D
IN
A T
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T E
M
H O
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IZ
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T A
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M B
IN
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R
C F
G E
S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
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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
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S
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F E
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N A
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8 1
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S-413
M O
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S S S
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N S
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A L L
L O
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A M
L D
G
C R
S -4 d g
S-413
B1
SCALE:
PLAN AND SECTION
MONOLITH LG-11 (MID)
B3
SCALE:
PLAN AND SECTION
MONOLITH LG-12 (MID)
B2
SCALE:
PLAN AND SECTION
MONOLITH LG-11/12 JOINT
1/8" = 1'-0"
S-413
B4
SCALE:
PLAN AND SECTION
MONOLITH LG-12/13 JOINT
GENERAL NOTES THIS SHEET
W E
S -1
-B -0
MONOLITHS BELOW.
THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE
ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.
SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE
3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT
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 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
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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
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
WOOD CRIB
EL. 610.31, TOP OF
RIVERBED, EL. 593.61 RIVERBED, EL. 593.61
EL. 632.31
TOP OF WALL
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
CONCRETE MONOLITH
EL. 603.06 EL. 602.61
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
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C O
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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
S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
/1
/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
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L Y
N X
V
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L E
W I
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S
IS
S
IP
P I
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IV
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S T P
A U
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IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
D
N A
V D
8 1
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S-414
M O
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L
IT
H C
R O
S S S
E C
T
IO
N S
L O
W E
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U
ID
E W
A L L
L O
C K D
A M
L D
G
C R
S -4 d g
S-414
B1
SCALE:
PLAN AND SECTION
MONOLITH LG-13 (MID)
GENERAL NOTES THIS SHEET
W E
S -1
-B -0
MONOLITHS BELOW.
THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE
ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.
SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE
3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT
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 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
WOOD CRIB
EL. 610.31, TOP OF
CONCRETE MONOLITH
EL. 606.31, BOTTOM OF
EL. 632.31
TOP OF WALL
EL. 610.31, LOWER POOL
CONCRETE MONOLITH
EL. 597.06
| LD9GCR_BCOES-FULL-18MAY17 |
| LD9GCR_References_DSize |
| LD9GCR_References_DSize |
| LD9_References_DSize |
File details come from the government source that posted it. Updated .