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HIGHWAY 61
FROM STATE
SITE ACCESS
SHEET S-101
AREA - SEE
WORK
CONDITIONS POST-CONSTRUCTION.
AND SHALL RESTORE AREAS TO ORIGINAL
MAINTAIN ACCESS FOR USACE TO POLE BUILDING
STAGING AREA. NOTE: CONTRACTOR TO
CONTRACTOR PARKING AND CONSTRUCTION
T S
U L L
Y
/0
/3
P R
F
/1 /2
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C K A
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L A C
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S C
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T
M N
A N
S I
D
P R
F
G-002 0 100' 200'
UPPER GUIDEWALL
LOWER GUIDEWALL
N
VICINITY MAP
D
IS
T R
IC
T L
O C
A T
IO
N A
N D
V
IC
IN
IT
Y M
A P
S
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
ROCHESTERMANKATO
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 I S
R.
DEVIL'S
LAKE R
E D
R I V 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
I S S I S
SIPPI
R.
S T.
C R
O
IX
R.
LAKE
PEPIN
M I N
N
ES
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
C
HI
PP
E
W A
R.
CITY
VALLEY
N
C A
A
AREA MAP
N.T.S.
PROJECT
SITE90
87-7M
87-6M
W
IS
C O
N S
IN
M
IN
N E S
O T A
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IS
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IN
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IZ
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T A
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O L
C O
M B
IN
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A C
T O
R
C F
G E
O
ID
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
TO BE RESTORED TO ORIGINAL CONDITION.
CONSTRUCTION. ALL AREAS DISTURBED DURING CONSTRUCTION
3. CONTRACTOR TO DOCUMENT EXISTING CONDITIONS PRIOR TO
TO DETERMINE FINAL LOCATION FOR PARKING AND STAGING AREAS.
2. CONTRACTOR TO COORDINATE WITH USACE LOCKMASTER
BE FOUND IN SPECIFICATION SECTION: 01 00 00.00 13.
1. BORING LOGS SHOWN ON VICINITY MAP CAN
NOTE:
F L
O W
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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D B
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D B
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
IL
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IZ
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IT
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D B
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P L
O T S
C A
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P L
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A T
E
D A
T E
M A
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D E
S C
R
IP
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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
C . M
. S T . P
D R
A I
N
F R E
N C
H
D R
A I
N
F R E
N C
H
F L
W
S
U L L
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R
/6 /2
L O
C K A
N D D
A M G
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ID
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DESCRIPTION
NO.
SHEET
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
INDEX OF DRAWINGS - REFERENCE
DESCRIPTION
FILE NAME
NO.
DWG.
NO.
SHEET
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 A
N D
G-003
L A C
R E
S C
E N
T
M N
GENERAL CROSS-REFERENCING SYMBOLS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
SCALE:
SCALE:
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
A
GENERAL CROSS-REFERENCING SYMBOLS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
SCALE:
SCALE:
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
A A
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
A N
S I
D
P R
F C
A A
LD7GCR_S-304---.DGN
LD7GCR_S-303---.DGN
LD7GCR_S-302---.DGN
LD7GCR_S-301---.DGN
LD7GCR_S-101---.DGN
LD7GCR_G-003---.DGN
LD7GCR_G-002---.DGN
LD7GCR_G-001---.DGN
S-404
S-403
S-402
S-401
S-101
G-003
G-002
G-001
MONOLITH CROSS SECTIONS - 4
MONOLITH CROSS SECTIONS - 3
MONOLITH CROSS SECTIONS - 2
MONOLITH CROSS SECTIONS - 1
GENERAL PLAN AND TYPICAL SECTIONS
INDEX OF DRAWINGS AND REFERENCE DRAWINGS
DISTRICT, LOCATION AND VICINITY MAPS
COVER SHEET AND SIGNATURE BLOCK
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
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
GENERAL NOTES:
C-501
D5 D5
C-302
SUPPLEMENTAL INFORMATION
DETAIL/SECTIOND5
C-102
D5 SUPPLEMENTAL INFORMATION
DETAIL/SECTION
NTS NOT TO SCALE
PROP PROPOSED
US UNITED STATES
R-20
R-19
R-18
R-17
R-16
R-15
R-14
R-13
R-12
R-11
R-10
R-9
R-8
R-7
R-6
R-5
R-4
R-3
R-2
R-1
M-L10-33/400
M-L7-33/4
M-L7-29/435
M-L7-29/412
M-L7-20/426
M-L7-20/425
M-L7-20/424
M-L7-20/415
M-L7-20/409
S-103
M-L7-20/33
M-P7-61/2
C-312
C-101
SHEET 3 OF 3
SHEET 2 OF 3
SHEET 1 OF 3
X-000
M-L7-20/1O FS
M-L7-20/1M FS
TOW HAULAGE RAIL REMOVAL AND INSTALLATION
TRAVELING MOORING BITT UPPER GUIDE WALL
SITE EQUIPMENT DETAILS RECEPTACLE MOUNTING
RACEWAY/WIRING PLAN & RISER UPPER & LOWER GUIDEWALL
HANDRAIL REPLACEMENT DETAILS SHEET 3
HANDRAIL REPLACEMENT DETAILS SHEET 2
HANDRAIL REPLACEMENT DETAILS SHEET 1
HANDRAIL REPLACEMENT & SIGN REMOUNTING UG1 - UG13
CONCRETE REPAIRS GUIDE WALL POSTENSIONED BARS
TOW HAULAGE RAIL CLIP ASSEMBLY REMOVAL AND DETAILS
DIMENSIONAL SURVEY MONOLITHS UG-1 TO UG-13
LOCK & DAM NO. 7 SCOUR REPAIR UPPER GUIDEWALL
LD7 2013 SOUNDINGS - CROSS SECTIONS UPPER GUIDEWALL
LD7 2013 SOUNDINGS - PLAN VIEW 2012 CONTOURS
LD7 UPPER GUIDEWALL CRIB GROUTING - POOL ELEVATION DURATION CURVES
LD7 UPPER GUIDEWALL CRIB GROUTING - POOL ELEVATION DURATION CURVES
LD7 UPPER GUIDEWALL CRIB GROUTING - POOL ELEVATION HYDROGRAPHS
2013 DIVING INSPECTION - UPPER GUIDE WALL
MASONRY - UPPER & LOWER GUIDE WALLS
LOCK MONOLITH LAYOUT
M-L10-33/400.PDF
M-L7-33/4.PDF
M-L7-29/435.PDF
M-L7-29/412.PDF
M-L7-20/426.PDF
M-L7-20/425.PDF
M-L7-20/424.PDF
M-L7-20/415.PDF
M-L7-20/409.PDF
S-103.PDF
M-L7-20_33.PDF
M-P7-61_2.PDF
LD7SNDG2013_C-312.PDF
LD7SNDG2013_C-101.PDF
LD7_HYDROGRAPHS_APR2015.PDF
LD7_HYDROGRAPHS_APR2015.PDF
LD7_HYDROGRAPHS_APR2015.PDF
LD7_DIVING_2013_6OF7.PDF
M-L7-20_1O.PDF
M-L7-20_1M.PDF
CURTAIN TO CONTAIN SEDIMENT.
7. CONTRACTOR REQUIRED TO ERECT FLOATING SILT
DIVE (09/03/13) WAS 639.19. 'NUMO' = DEPTH BELOW POOL.
6. ON REFERENCE SHEET R-3, THE POOL ELEVATION (1912 MSL) ON THE DAY OF THE
5. REFERENCE DRAWINGS WERE DRAWN USING 1912 MSL ELEVATIONS.
1912 MSL - 0.51ft = NAVD 88
CONVERSION:
4. ELEVATIONS SHOWN CONVERTED FROM 1912 MSL.
PROJECT REFERENCE DRAWINGS.
UPPER GUIDEWALL IS REFERENCED FROM 2013 DIVING REPORT, INCLUDED IN
SIZED AND POSITIONED APPROXIMATELY. HISTORICAL STATIONING SHOWN AT
3. SITE MAPS AND EXISTING CONDITIONS INCLUDED IN THIS PLAN SETHAVE BEEN
AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER UPON CONTRACT AWARD.
2. DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE
OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE UTILITIES.
RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND LOCATION
UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS
1. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION 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
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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
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P L
O T D
A T
E
D A
T E
M A
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D E
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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
Sheet
F T
1/
T
H
F T
T
H
F T
T
H
F T
1/
T
H
F T
1/
T
H
F T 1 3
T
H
F T
1/
T
H
BUILDING
POLE
DOCK
LOADING
LINE
US PROP.
STATION
CONTROL
CENTRAL
.6
.8
.9
.1
.9
.7
.1
.9
.9
.0
.0
.0
.0
.6
WORK LIMITS
.0
78.39°
CORNER
BUILDING
ORIGIN -
LIMITS
WORK
0'
5'
PILINGS
WOOD
PILINGS
WOOD
FILLED
ROCK
DRAWINGS.
AS FOUND IN REFERENCE
IN DIVING REPORT AND SOUNDINGS
PROFILE INFORMATION
BEST AVAILABLE GROUND
UPPER GUIDEWALL VARIES.
PROFILE ALONG BASE OF
EXISTING GROUND
JOINT
MONOLITH
FOUND IN REFERENCE DRAWINGS.
PROFILE INFORMATION
AVAILABLE GROUND
GUIDEWALL VARIES. BEST
ALONG BASE OF UPPER
EXISTING GROUND PROFILE
CONDITIONS POST-CONSTRUCTION.
AND SHALL RESTORE AREAS TO ORIGINAL
MAINTAIN ACCESS FOR USACE TO POLE BUILDING
STAGING AREA. NOTE: CONTRACTOR TO
CONTRACTOR PARKING AND CONSTRUCTION
6'-0"
3'-0"
4'-0" 5'-0"
18'-0"
.5
.5
D R
A I
N
F R E
N C
H
D R
A I
N
F R E
N C
H
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
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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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B E
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S
IZ
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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
UPPER POOL
EL. 646.49
TOP OF WALL
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
S
U L L
Y
/0
J L
C
R E
S C
E N
T
M
/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
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
S-101
ELEVATIONDESCRIPTION
640B (NGS PID ON0310)
194A (COE ACJ008)
LOCK 7 (NGS PID ON0311)
N= 654,867.54
N= 655,508.29
N= 655,725.13
NORTHING
CONTROL POINT TABLE
E= 3,334,475.88
E= 3,333,941.50
E= 3,333,624.51
ELEVATION: 646.45 (NAVD 88)
ELEVATION: 646.54 (NAVD 88)
ELEVATION: 661.39 (NAVD 88)
EASTING
N.T.S.
UPPER GUIDEWALL - EXISTING SECTION (TYP.)
UPPER GUIDEWALL - EXISTING PLAN (TYP.)
N.T.S.
N.T.S.
GENERAL PLAN
100'25'0 50'
A N
S I
D
P R
F J R
U
T Y
P
IC
A L S
E C
T
IO
N S
G E
N E
R A
L P
L A
N A
N D
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
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
UG-13
UG-12
UG-11
UG-10
UG-9
UG-8
UG-7
UG-6
UG-5
UG-4
UG-3
UG-2
UG-1
N
L D
G
C R
S -1 d g n
LEGEND
WORK LIMITS
NOTE: CONTROL POINTS ARE NOT SHOWN IN THE GENERAL PLAN.
AREA
STAGING
RIVER SIDE(TYP.)
UPPER GUIDEWALL - EXISTING ELEVATION
RIVER SIDELAND SIDE
ABOVE
SEE SECTION
EXISTING CONDITIONS.
REFERENCE DRAWINGS FOR
AND LIGHTING STANCHIONS. SEE
BUT NOT LIMITED TO HAINDRAILS
APPURTENANCES INCLUDING
PROTECT ALL WALL
NOTE: CONTRACTOR TO AVOID OR
VOID VOID
VOID
VOID
9.
34.1'
.5
S
U L L
Y
/0
/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
IS
S
IS
S
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S T P
A U
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S O
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A R
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P S O
F E
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IN
E E
R S
L D
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C R
S -4 d g n
S-401
L A C
R E
S C
E N
T
M N
A N
S I
D
P R
F J R
U
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
PLAN
SECTION SECTION
PLAN
SECTION
PLAN
SECTION
PLAN
MONOLITH UG-1 MONOLITH UG-2 MONOLITH UG-3 MONOLITH UG-4
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
E L E
V A
T
IO
N D
A T
U M
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IN
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C O
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IN
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A C
T O
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C F
G E
V D
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
.9
A
REPRESENT VOID DATA FROM 2013 DIVING INSPECTION.
NOTE: VOID AREAS SHOWN ARE APPROXIMATE. AREAS
UNSUITABLE FOR SECURING FORMWORK.
CONSTRUCTION AND SOME MAY BE MISSING OR
2. TIMBER CRIB MEMBERS ARE ORIGINAL 1930'S
MONOLITHS UG-1 THROUGH UG-13.
CELLULAR CONCRETE FOR ALL UPPER GUIDEWALL
AND COMPLETELY FILL TIMBER CRIBS WITH
1. CONTRACTOR SHALL PLACE FORM WORK
SCOPE OF WORK:
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
UPPER POOL UPPER POOL UPPER POOL UPPER POOL
EL. 646.49
TOP OF WALL
RIVER SIDELAND SIDE RIVER SIDELAND SIDE RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
EL. 646.49
TOP OF WALL
EL. 646.49
TOP OF WALL
EL. 646.49
TOP OF WALL
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
EL. VARIES
GROUND
EL. VARIES
RIVERBED
EL. VARIES
GROUND
EL. VARIES
RIVERBED
EL. VARIES
GROUND
EL. VARIES
RIVERBED
EL. VARIES
GROUND
EL. VARIES
RIVERBED
VOID VOID VOID VOID
S
U L L
Y
/0
/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
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 D
G
C R
S -4 d g n
S-402
L A C
R E
S C
E N
T
M N
A N
S I
D
P R
F J R
U
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
PLAN PLAN PLAN PLAN
SECTION SECTION SECTION SECTION
MONOLITH UG-5 MONOLITH UG-6 MONOLITH UG-7 MONOLITH UG-8
REPRESENT VOID DATA FROM 2013 DIVING INSPECTION.
NOTE: VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
MONOLITHS UG-1 THROUGH UG-13.
CELLULAR CONCRETE FOR ALL UPPER GUIDEWALL
AND COMPLETELY FILL TIMBER CRIBS WITH
1. CONTRACTOR SHALL PLACE FORM WORK
SCOPE OF WORK:
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
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
V D
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
.9
A
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
UPPER POOL UPPER POOL UPPER POOL UPPER POOL
RIVER SIDELAND SIDE RIVER SIDELAND SIDE RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
EL. 646.49
TOP OF WALL
EL. 646.49
TOP OF WALL
EL. 646.49
TOP OF WALL
EL. 646.49
TOP OF WALL
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
EL. VARIES
GROUND
EL. VARIES
RIVERBED
EL. VARIES
GROUND
EL. VARIES
RIVERBED
EL. VARIES
GROUND
EL. VARIES
RIVERBED
EL. VARIES
GROUND
VOID VOID VOID
S
U L L
Y
/0
/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
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 D
G
C R
S -4 d g n
S-403
L A C
R E
S C
E N
T
M N
A N
S I
D
P R
F J R
U
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
PLAN PLAN PLAN PLAN
SECTION SECTION SECTION SECTION
MONOLITH UG-9 MONOLITH UG-10 MONOLITH UG-11 MONOLITH UG-12
REPRESENT VOID DATA FROM 2013 DIVING INSPECTION.
NOTE: VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
MONOLITHS UG-1 THROUGH UG-13.
CELLULAR CONCRETE FOR ALL UPPER GUIDEWALL
AND COMPLETELY FILL TIMBER CRIBS WITH
1. CONTRACTOR SHALL PLACE FORM WORK
SCOPE OF WORK:
8'0 4' 16' 8'0 4' 16' 8'0 4' 16' 8'0 4' 16'
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
V D
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
.9
A
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
UPPER POOL UPPER POOL UPPER POOL UPPER POOL
RIVER SIDELAND SIDE RIVER SIDELAND SIDE RIVER SIDELAND SIDE RIVER SIDELAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
RIVER SIDE
LAND SIDE
EL. 646.49
TOP OF WALL
EL. 646.49
TOP OF WALL
EL. 646.49
TOP OF WALL
EL. 646.49
TOP OF WALL
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
EL. VARIES
GROUND
EL. VARIES
RIVERBED
EL. VARIES
GROUND
EL. VARIES
RIVERBED
EL. VARIES
GROUND
EL. VARIES
RIVERBED
EL. VARIES
GROUND
S
U L L
Y
/0
/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
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 D
G
C R
S -4 d g n
S-404
L A C
R E
S C
E N
T
M N
A N
S I
D
P R
F J R
U
M O
N O
L
IT
H C
R O
S S S
E C
T
IO
N S
PLAN
SECTION
MONOLITH UG-13
REPRESENT VOID DATA FROM 2013 DIVING INSPECTION.
NOTE: VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS
MONOLITHS UG-1 THROUGH UG-13.
CELLULAR CONCRETE FOR ALL UPPER GUIDEWALL
AND COMPLETELY FILL TIMBER CRIBS WITH
1. CONTRACTOR SHALL PLACE FORM WORK
SCOPE OF WORK:
8'0 4' 16'
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
V D
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
.9
A
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
UPPER POOL
RIVER SIDELAND SIDE
LAND SIDE
RIVER SIDE
EL. 646.49
TOP OF WALL
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
EL. VARIES
GROUND
| G-001 |
| G-002 |
| G-003 |
| S-101 |
| S-401 |
| S-402 |
| S-403 |
| S-404 |
File details come from the government source that posted it. Updated .