W912ES23B0011_LD3_Plans.pdf
PDF 34 MB Posted
- Solicitation number
- W912ES23B0011
About this file
This document outlines a federal solicitation for repair work on two locks and dams. The solicitation number is W912ES23B0011 and was issued by the Department of the Army Corps of Engineers Engineering District St Paul for repairs to Lock & Dam 3 and Lock & Dam 7 guide walls and cribs. Interested parties should review the attached 34MB PDF file containing project plans. Proposals are due on an unspecified date. The opportunity is for repair work only, with no information provided on pricing terms, set asides, incumbents, or award dates.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
S T
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
IC
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:4
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
G
-0
.d g n
R M
C G
A R
V E
Y
C O
V E
R S
H E
E T
G-001
N K
O L
R M
C G
A R
V
L D
U
L G
G
-0 .d g n
A
F D
A H
WELCH, MN
LOCK AND DAM NO. 3
MISSISSIPPI RIVER
LD3 GUIDEWALL CRIB REPAIR
W912ES23B0011
JULY 2023
ST. PAUL DISTRICT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF DIVISIONENGR & CONST
EC-D
CHIEF
CHIEF BRANCH
BRANCH
CHIEF BRANCH
EC-H
EC-G
MENDATION OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOM-
MENT AS REQUIRED BY ER 1110-1-8152.
WITHIN THE SCOPE OF THEIR EMPLOY-
APPEAR ON THESE PROJECT DOCUMENTS
TRATION DESIGNATIONS OF INDIVIDUALS
THE INITIALS OR SIGNATURES AND REGIS-
PAUL DISTRICT CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE ST.
TECHNICAL LEAD
b6ecprf2 Text Box N/A b6ecprf2 Text Box N/A
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:0
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
G
-0
.d g n
R M
C G
A R
V
V
IN
IT
Y M
A P
L
O C
A T
IO
N
M A
P
G-002
N K
O L
R M
C G
A R
V
U
L G
G
-0 .d
A
F D
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
M S
L
.9
N /A
A1
SCALE: 1"=400'
VICINITY MAP
LOCATION MAP
SCALE: N.T.S.
H15
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
WISCONSIN
MINNESOTA
LOCK AND
DAM 3
PROJECT SITE
BNSF
BNSF
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
LEGEND
RIVERS & LAKES
LOCK AND DAM
NATIONAL BOUNDARIES
DISTRICT BOUNDARIES
STATE BOUNDARIES
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
MINOT
S
O S
RU
I
R
FORKS
GRAND
CITY
VALLEY
R
D E
R I V E R
F O
T H E
N O
T R
H
BRAINERD
BEMIDJI
MINNEAPOLIS
M I N
NES
O
TA
R
MANKATO
ST. PAUL
EAU CLAIRE
ROCHESTER
MADISON
PORTAGE
WIS
SIN
R
CON
C
HI
P P E
W A
R S T
CROIX
R
I S
SPPI
R
M I S S
I
DULUTH
GRAND RAPIDS
MICHIGAN
LAKE
DEVIL'S
CLOUD
ST.
C A N A D A
LOCATION
PROJECT
S
HEYENNE R
800'0 400'
N
N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:3
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
G
-0
.d g n
R M
C G
A R
V
R
A W
IN
G
I N
D E
X
G E
N E
R A
L N
O T
E S
A
N D
L E
G E
N D
G-003
N K
O L
R M
C G
A R
V
U
L G
G
-0 .d
A
F D
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
M S
L
.9
N /A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
S-418
S-417
S-416
S-415
S-414
S-413
S-412
S-411
S-410
S-102
S-409
S-408
S-407
S-406
S-405
S-404
S-403
S-402
S-401
S-101
G-101
G-003
G-002
G-001
LD3ULG_S-418---.dgn
LD3ULG_S-417---,dgn
LD3ULG_S-416---.dgn
LD3ULG_S-415---.dgn
LD3ULG_S-414---.dgn
LD3ULG_S-413---.dgn
LD3ULG_S-412---.dgn
LD3ULG_S-411---.dgn
LD3ULG_S-410---,dgn
LD3ULG_S-102---.dgn
LD3ULG_S-409---.dgn
LD3ULG_S-408---.dgn
LD3ULG_S-407---.dgn
LD3ULG_S-406---.dgn
LD3ULG_S-405---.dgn
LD3ULG_S-404---.dgn
LD3ULG_S-403---.dgn
LD3ULG_S-402---.dgn
LD3ULG_S-401---.dgn
LD3ULG_S-101---.dgn
LD3ULG_G-101---.dgn
LD3ULG_G-003---.dgn
LD3ULG_G-002---.dgn
LD3ULG_G-001---.dgn
LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 18
LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 17
LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 16
LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 15
LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 14
LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 13
LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 12
LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 11
LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 10
SITE PLAN - LOWER GUIDEWALL
UPPER GUIDEWALL MONOLITH CROSS SECTIONS - 9
UPPER GUIDEWALL MONOLITH CROSS SECTIONS - 8
UPPER GUIDEWALL MONOLITH CROSS SECTIONS - 7
UPPER GUIDEWALL MONOLITH CROSS SECTIONS - 6
UPPER GUIDEWALL MONOLITH CROSS SECTIONS - 5
UPPER GUIDEWALL MONOLITH CROSS SECTIONS - 4
UPPER GUIDEWALL MONOLITH CROSS SECTIONS - 3
UPPER GUIDEWALL MONOLITH CROSS SECTIONS - 2
UPPER GUIDEWALL MONOLITH CROSS SECTIONS - 1
SITE PLAN - UPPER GUIDEWALL
STRUCTURAL DRAWINGS
SITE MAP & CONTROL POINTS
DRAWING INDEW, GENERAL NOTES, AND LEGEND
VICINITY MAP AND LOCATION MAP
COVER SHEET
GENERAL SHEETS
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
TAILWATER DURATION CURVES, JULY - DECEMBER, 1936 - 2022
TAILWATER DURATION CURVES, JANUARY - JUNE, 1936 - 2022
DAILY TAILWATER ELEVATION HYDROGRAPHS, JANUARY 01 - DECEMBER 31, 2013-2022
POOL DURATION CURVES, JULY - DECEMBER, 1972 -2022
POOL DURATION CURVES, JANUARY - JUNE, 1972 -2022
DAILY POOL ELEVATION HYDROGRAPHS, JANUARY 01 - DECEMBER 31, 2013-2022
FLOW DURATION CURVES, JULY - DECEMBER, 1959 - 2022
FLOW DURATION CURVES, JANUARY - JUNE, 1959 - 2022
DAILY FLOW HYDROGRAPHS, JANUARY 01 - DECEMBER 31, 2013-2022
HYDROGRAPHS
FOUNDATION RECORD MONOLITH NO. LG-13
FOUNDATION RECORD MONOLITH NO. LG-10
FOUNDATION RECORD MONOLITH NO. LG-7
FOUNDATION RECORD MONOLITH NO. LG-4
FOUNDATION RECORD MONOLITH NO. LG-1
FOUNDATION RECORD MONOLITH NO. UG-4
FOUNDATION RECORD MONOLITH NO. UG-1
FOUNDATION RECORD MONOLITH NO. UG-7
FOUNDATION RECORD MONOLITH NO. UG-10
FOUNDATION RECORD MONOLITH NO. UG-13
UPPER GUIDEWALL PLAN & ELEVATION SHEET 1 OF 5
LOCK DESIGN DATA TYPICAL WALL SECTIONS
LOCK MASONRY-UPPER & LOWER GUIDEWALLS
LOCK MONOLITH LAYOUT
M-L3-FR-124
M-L3-FR-121
M-L3-FR-117
M-L3-FR-113
M-L3-FR-107
M-L3-FR 11
M-L3-FR 8
M-L3-FR 7
M-L3-FR 4
M-L3-FR 1
M-L3-20/077
M-L3-20-0A-FS
M-L3-20/10-FS
M-L3-20/1M-FS
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
GENERAL VIEW SYMBOLS
D1
SCALE:
DETAIL/SECTION
SUPPLEMENTAL INFORMATION
D1
SCALE:1" =XXX'
DETAIL/SECTION
SUPPLEMENTAL INFORMATION
TITLE
SECTION/DETAIL
NTS
N
0 1' 2'
TOP
FRONT SIDE
ELEVATION SECTION A-A
DrawingIdentifier
SheetName
DrawingIdentifier
SheetName
DrawingIdentifier
SheetName
SECTION CUT
DETAIL SYMBOL
SEDIMENT.
CONTRACTOR REQUIRED TO ERECT FLOATING SILT CURTAIN TO CONTAIN 7.
'NUMO' = DEPTH BELOW POOL.6.
CONVERTED.
MONOLITH CROSS SECTIONS WERE DRAWN USING MSL 1912 ELEVATIONS, 5.
CONVERSION: MSL 1912 – 0.37 FT = NAVD 88.
CONVERT FROM MSL 1912 TO NAVD 88, PLEASE USE THE FOLLOWING
THE VERTICAL DATUM FOR ALL THE ELEVATIONS SHOWN IS MSL 1912. TO
LOCK AND DAMS 34.
NOT USED.3.
CONTRACT AWARD.
ARE AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER UPON
DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS 2.
UTILITIES.
LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE
RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTACTOR IS
THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION 1.
GENERAL NOTES
PROJECT COMPLETION.
THE CONTRACTOR SHALL REMOVE ALL FORMWORK PRIOR TO THE 5.
CELLULAR CONCRETE.
THE CONTRACTOR SHALL CONFIRM THE PLACEMENT OF LOW-DENSITY 4.
FOR ALL UPPER AND LOWER GUIDEWALL MONOLITHS.
WITH AN AS-CAST DENSITY TO BE BETWEEN 90 PCF AND 100 PCF,
THE CONTRACTOR SHALL COMPLETELY FILL THE TIMBER CRIBBING 3.
RIVER BED MATERIAL.
BAGS MAYBE REQUIRED TO FORM A SEAL ALONG THE CRIBBING AND UNEVEN
SITE, THAT MAY HINDER THE FORMWORK INSTALLATION PROCESS, SAND
CONDITIONS AND MISALIGNMENT (OUT OF PLANE) OF THE TIMBERS, AT EACH
GUIDEWALLS). THE CONTRACTOR SHOULD BE AWARE OF THE TIMBER
TIGHT AROUND THE PERIMETER (RIVERWARD, LANDWARD AND END OF
AND OR CONCRETE MONOLITH, AND SHALL BE INSTALLED TO BE MORTAR
THE FORMWORK IS TO BE SECURELY FASTENED TO THE TIMBER CRIBBING 2.
CONDITION OF THE CRIBBING VERTICAL FACES.
INSPECTION VIDEO, RECORDING THE PRE AND POST CONSTRUCTION
THE CONTRACTOR SHALL PROVIDE THE GOVERNMENT WITH A DIVE 1.
SCOPE OF WORK
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
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
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
IF
MISC
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
HT HEIGHT
NTS NOT TO SCALE
NF
GENERAL ABBREVIATIONS
OTHERWISE
UNLESS NOTED
RIVER BOTTOMRB
MONOLITHMON
97-41M
WATERMAIN
P.I. POINT
MANHOLE
CATCHBASINCB
WATER VALVE
FIRE HYDRANT
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
OVERHEAD P0WER
EXISTING
GROUND DUCT
EXISTING UNDER-
EXISTING GAS
SHEETPILE
BUILDINGS
REMOVED
SEWER
SANITARY
NEW
SEWER
NEW STORM
GENERAL LEGEND
AND NUMBER
LOCATION
BORING
LIMITS OF WORK
FILL
CUT
AND NUMBER
DWG OUTLINE
SHEET ID X-000
LEVEE
3 DIMENSIONAL
POINT
CONTROL
2 DIMENSIONAL
POINT
CONTROL##
1 DIMENSIONAL
POINT
CONTROL##
WOOD
ROCKS
EXISTING EARTH
CONCRETE
VOID AREA
50'
50'
652'
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:5
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
G
-1
.d g n
R M
C G
A R
V
IT
E M
A P
C
O N
T R
O L
P O
IN
T
S
G-101
N K
O L
R M
C G
A R
V
U
L G
G
-1 .d
A
F D
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
M S
L
.9
N /A
A1
SCALE: 1"=200'
SITE MAP
TABLE - VERTICAL AND HORIZONTAL CONTROL POINTS
SCALE: N.T.S.
J14
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
SEE NOTE 5
STAGING AREA
OPENER
WITH ELECTRONIC
EXISTING GATE
SEE NOTE
SEE NOTE
11700 FT
APPROXIMATELY
CEPDNAV07
11800 FT
APPROXIMATELY
OBERN
DOCK
LOADING
EXISTING
SEE NOTE 7
OPENER
WITH ELECTRONIC
EXISTING GATE
UGE
D3
MISSISSIPPIRIVER
E C
O . R
D
UPPER GUIDEWALL
EXISTING
LOWER GUIDEWALL
EXISTING
EXISTING LOCK
EXISTING DAM
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
400'0 200'
CONTRACT. REFER TO SPECIFICATIONS.
THIS HALF OF THE STAGING AREA IS UNAVAILABLE NEAR THE END OF THE 7.
OF THE SPECIFICATIONS: GOVERNMENT FURNISHED INFORMATION.
PLANS FOR LOCK AND DAM 3 ARE CONTAINED IN A SEPARATE ATTACHMENT
6. BORING LOGS, DIVING REPORTS, SOUNDING DATA AND SCOUR REPAIR
LOT.
WORK LIMITS FOLLOW EDGE OF EXISTING WALKWAY AND/OR ROAD/PARKING 5.
WORK LIMITS FOLLOW EXISTING FENCE LINE.4.
ONLY AND IS NOT AVAILABLE FOR STORAGE.
CHAMBER WALL. WORK LIMITS ALONG LOCK CHAMBER WALL IS FOR ACCESS
WORK LIMITS FOLLOW EXISTING FENCE LINE AND RAILING ALONG LOCK 3.
ORIGINAL CONDITION.
ALL AREAS DISTURBED DURING CONSTRUCTION TO BE RESTORED TO 2.
FOR STAGING AREAS.
CONTRACTOR TO COORDINATE WITH COR TO DETERMINE FINAL LOCATION 1.
GENERAL SHEET NOTES
FLOW
UGW 13, SEE A7/S-401
40' 0"
UGW 12, SEE A1/S-402
40' 0"
UGW 11, SEE A13/S-402
40' 0"
UGW 10, SEE A7/S-403
40' 0"
UGW 9, SEE A1/S-404
40' 0"
UGW 8, SEE A13/S-404
40' 0"
UGW 7, SEE A7/S-405
40' 1.65"
UGW 6, SEE A1/S-406
39' 10.35"
UGW 5, SEE A13/S-406
40'-0"
UGW 4, SEE A7/S-407
40'-0"
UGW 3, SEE A1/S-408
40' 0"
UGW 2, SEE A13/S-408
40' 0"
UGW 1, SEE A7/S-409
39' 0"
L-1
29'-3"
7' 0"' 4' 0"' 4' 0"' 5' 0"'
20' 0"'
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:2
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-1
.d g n
T G
R U
N D
H O
F F
U P
P E
R G
U
ID
E W
A L
L
L O
C K
A N
D D
A M
N O
S-101
N K
O L
C N
U N
E Z
-O R
U
L G
S
-1 .d
J
F
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
M S
L
.9
N /A
G1
SCALE: 1" = 20'
SITE PLAN - UPPER GUIDEWALL
EXISTING ELEVATION - RIVERSIDE
SCALE: 1/8" = 1'
A1
TYP. EXIST. PLAN VIEW OF UPPER GUIDEWALL
A7
SECTION
A13
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
MISSISSIPPI RIVER
UPPER GUIDEWALL
FLOW
WOOD PILES
TOP OF WALL
EL. 686.00
EL. 666.00
BOT. OF CRIB
EL. 653.00
EL. 679.00
EL. 673.00
JOINT (TYP.)
MONOLITH
(TYP.)
WOOD PILE
(TYP.)
WOOD PILES
BATTERED
LANDSIDE
RIVERSIDE
WOOD PILES
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.00
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
FORMWORK.
EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING
NOT BE USED FOR FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY
ARE APPROXIMATE. ELEVATIONS SHOWN WITHIN THESE DRAWINGS SHOULD
PNEUMOFATHOMETER DURING DIVING INSPECTION. LANDSIDE ELEVATIONS
GUIDEWALL VARY. RIVERWARD ELEVATIONS OBTAINED VIA
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 4.
DAMAGED OR OBSTRUCTED.
WITH COR PRIOR TO FORM SET UP AND PLACEMENT TO ENSURE PIPE IS NOT
LOCATED AT END OF GUIDEWALL; HOWEVER, CONTRACTOR MUST VERIFTY
PROPOSE OPTIONS TO MAINTAIN OUTLET. GAGE HOUSE PIPE IS TYPICALLY
OBSTRUCTED. DEPENDING ON CONDITION OF PIPE, CONTRACTOR MUST
CONTRACTOR TO NOTE THAT GAGE HOUSE PIPE MUST NOT BE DAMAGED OR 3.
MEMOS FOR RECORD AND GUIDANCE MEMOS.
INCLUDED AS GOVERNMENT FURNISHED INFORMATION IN APPENDIX M -
2006, 2010, 2011, 2015, 2021 AND 2022 DIVING INSPECTION REPORTS ARE 2.
S-407.
BELOW THE PLAN VIEW AND SECTION VIEW ON DRAWINGS S-401 THROUGH
ALONG THE BASE OF THE GUIDEWALL, AT THE TIME OF INSPECTION IS NOTED
TIMBERS MAY BE OUT OF PLANE. THE ACTUAL RIVER BOTTOM CONDITION,
PILE MAY BE LOCATED AT BASE OF GUIDEWALLS AND THAT GUIDEWALL
CONTRACTOR TO NOTE THAT OBSTRUCTIONS SUCH AS ROCKS AND SHEET 1.
GENERAL SHEET NOTES
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
20' 40'0
N
EL. 666.00, AS SHOWN IN DETAIL A1 AND SECTION A13.
NOTE: EITHER SIDE OF BREAKLINE IS AT EL. 686.00. CUT BETWEEN BREAKLINES IS AT APPROXIMATE
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:4
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-4
.d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-401
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4 .d
F
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
M S
L
.9
N
/APLAN - MONOLITH L1/13 (JOINT)
F1
F7
F13
PLAN - MONOLITH UGW-13 (MID)
PLAN - MONOLITH UGW-13/12 (JOINT)
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 653.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 653.30
ELEVATION
MAY VARY
LANDSIDE
RIVERSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 654.30
ELEVATION
MAY VARY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
0 8'4' 16'
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM THE 5.
MIDDLE OF EACH MONOLITH.
RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.
DESIGNING OR ORDERING FORMWORK.
CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO
GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.
HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.
AS 10 FEET.
WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS
DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID
INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID
ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS
DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID
GENERAL SHEET NOTES
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
0 8'4' 16' 0 8'4' 16'
A. RIVERWARD SIDE RIVER BOTTOM NUMO 22FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 22FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
F1 F7 F13
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:0
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-4
.d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-402
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4 .d
F
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
M S
L
.9
N
/APLAN - MONOLITH UGW-12 (MID)
PLAN - MONOLITH UGW-12/11 (JOINT)
PLAN - MONOLITH UGW-11 (MID)
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 654.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 654.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 653.30
ELEVATION
MAY VARY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM THE 5.
MIDDLE OF EACH MONOLITH.
RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.
DESIGNING OR ORDERING FORMWORK.
CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO
GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.
HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.
AS 10 FEET.
WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS
DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID
INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID
ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS
DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
0 8'4' 16' 0 8'4' 16'
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 22FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
F1 F7
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:1
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-4
.d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-403
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4 .d
F
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
M S
L
.9
N
/APLAN - MONOLITH UGW-11/10 (JOINT)
PLAN - MONOLITH UGW-10 (MID)
PLAN - MONOLITH UGW-10/9 (JOINT)
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 653.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 654.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 654.30
ELEVATION
MAY VARY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM THE 5.
MIDDLE OF EACH MONOLITH.
RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.
DESIGNING OR ORDERING FORMWORK.
CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO
GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.
HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.
AS 10 FEET.
WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS
DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID
INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID
ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS
DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
0 8'4' 16' 0 8'4' 16'
A. RIVERWARD SIDE RIVER BOTTOM NUMO 22FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:3
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-4
.d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-404
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4 .d
F
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
M S
L
.9
N
/APLAN - MONOLITH UGW-9 (MID)
PLAN - MONOLITH UGW-9/8 (JOINT)
PLAN - MONOLITH UGW-8 (MID)
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 653.80
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 653.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 653.30
ELEVATION
MAY VARY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM THE 5.
MIDDLE OF EACH MONOLITH.
RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.
DESIGNING OR ORDERING FORMWORK.
CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO
GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.
HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.
AS 10 FEET.
WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS
DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID
INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID
ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS
DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
0 8'4' 16' 0 8'4' 16'
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21.5FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 22FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
CRIBBING.
B. 1.5FT VERTICAL STEEL SHEET PILING PROTRUDING FROM CONCRETE MONOLITH INTO TIMBER
A. RIVERWARD SIDE RIVER BOTTOM NUMO 22FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:5
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-4
.d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-405
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4 .d
F
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
M S
L
.9
N
/APLAN - MONOLITH UGW-8/7 (JOINT)
PLAN - MONOLITH UGW-7 (MID)
PLAN - MONOLITH UGW-7/6 (JOINT)
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
VOID AREAS
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 654.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 653.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 654.30
ELEVATION
MAY VARY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM THE 5.
MIDDLE OF EACH MONOLITH.
RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.
DESIGNING OR ORDERING FORMWORK.
CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO
GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.
HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.
AS 10 FEET.
WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS
DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID
INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID
ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS
DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
0 8'4' 16' 0 8'4' 16'
B. 1 TO 1.5 FT DIAMETER BOULDER RANDOMLY PLACED ALONG THE SANDY RIVER BOTTOM.
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 22FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:1
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-4
.d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-406
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4 .d
F
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
M S
L
.9
N
/APLAN - MONOLITH UGW-6 (MID)
PLAN - MONOLITH UGW-6/5 (JOINT)
PLAN - MONOLITH UGW-5 (MID)
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 655.30
ELEVATION
MAY VARY
LANDSIDE
RIVERSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 656.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 656.30
ELEVATION
MAY VARY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM THE 5.
MIDDLE OF EACH MONOLITH.
RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.
DESIGNING OR ORDERING FORMWORK.
CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO
GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.
HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.
AS 10 FEET.
WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS
DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID
INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID
ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS
DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
0 8'4' 16' 0 8'4' 16'
B. 2 FT DIAMETER BOULDER PLACED ALONG THE TIMBER CRIBBING AND SANDY RIVER BOTTOM.
A. RIVERWARD SIDE RIVER BOTTOM NUMO 20FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
B. 3 FT. DIAMETER BOULDER PLACED ALONG THE TIMBER CRIBBING AND SANDY RIVER BOTTOM.
A. RIVERWARD SIDE RIVER BOTTOM NUMO 19FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
B. 4 FT. DIAMETER BOULDER PLACED ALONG THE TIMBER CRIBBING AND SANDY RIVER BOTTOM.
A. RIVERWARD SIDE RIVER BOTTOM NUMO 19FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:2
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-4
.d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-407
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4 .d
F
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
M S
L
.9
N
/APLAN - MONOLITH UGW-5/4 (JOINT)
PLAN - MONOLITH UGW-4 (MID)
PLAN - MONOLITH UGW-4/3 (JOINT)
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 654.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 654.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
LOWER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 654.30
ELEVATION
MAY VARY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM THE 5.
MIDDLE OF EACH MONOLITH.
RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.
DESIGNING OR ORDERING FORMWORK.
CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO
GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.
HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.
AS 10 FEET.
WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS
DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID
INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID
ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS
DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
0 8'4' 16' 0 8'4' 16'
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:4
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-4
.d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-408
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4 .d
F
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
M S
L
.9
N
/APLAN - MONOLITH UGW-3 (MID)
PLAN - MONOLITH UGW-3/2 (JOINT)
PLAN - MONOLITH UGW-2 (MID)
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 653.80
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 654.80
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREAS
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 653.30
ELEVATION
MAY VARY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM THE 5.
MIDDLE OF EACH MONOLITH.
RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.
DESIGNING OR ORDERING FORMWORK.
CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO
GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.
HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.
AS 10 FEET.
WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS
DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID
INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID
ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS
DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
0 8'4' 16' 0 8'4' 16'
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21.5FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 20.5FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 21FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:0
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-4
.d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-409
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4 .d
F
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
M S
L
.9
N
/APLAN - MONOLITH UGW-2/1 (JOINT)
PLAN - MONOLITH UGW-1 (MID)
PLAN - MONOLITH UGW-1 END OF WALL
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPER POOL
EL. 675.30
BOTTOM OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 655.30
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 655.30
ELEVATION
MAY VARY
LANDSIDE
RIVERSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 666.00
UPPER POOL
EL. 675.30
BOT. OF CONCRETE
MONOLITH EL. 662.00
BOT. OF CRIB
EL. 653.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 656.30
ELEVATION
MAY VARY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM THE 5.
MIDDLE OF EACH MONOLITH.
RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.
DESIGNING OR ORDERING FORMWORK.
CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO
GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.
HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.
AS 10 FEET.
WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS
DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID
INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID
ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS
DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
0 8'4' 16' 0 8'4' 16'
A. RIVERWARD SIDE RIVER BOTTOM NUMO 20FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 20FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 19FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
LGW 2, SEE A13/S-417
40' 0"
LGW 3, SEE A1/S-417
40' 0"
LGW 4, SEE A7/S-416
40' 0"
LGW 5, SEE A13/S-415
40' 0"
LGW 6, SEE A1/S-415
40' 0"
LGW 7, SEE A7/S-414
40' 0"
LGW 8, SEE A13/S-413
40' 0"
LGW 9, SEE A1/S-413
40' 0"
LGW 10, SEE A7/S-412
40' 0"
LGW 11, SEE A13/S-411
40' 0"
LGW 12, SEE A1/S-411
40' 0"
LGW 13, SEE A7/S-410
24' 0"
LGW 1, SEE A7/S-418
40' 0"
L-25
38'-0"
7' 0"' 4' 0"' 4' 0"' 5' 0"'
20' 0"'
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:1
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-1
.d g n
T G
R U
N D
H O
F F
O
W E
R G
U
ID
E W
A L
L
L O
C K
A N
D D
A M
N O
S-102
N K
O L
C N
U N
E Z
-O R
U
L G
S
-1 .d
F
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
M S
L
.9
N /A
G1
SCALE: 1" = 20'
SITE PLAN - LOWER GUIDEWALL
EXISTING ELEVATION - RIVERSIDE
TYP. EXIST. PLAN VIEW OF LOWER GUIDEWALL
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
MISSISSIPPI RIVER
LOWER GUIDEWALL
FLOW
WOOD PILES
TOP OF WALL
EL. 686.00
EL. 665.00
BOT. OF CRIB
EL. 649.00
EL. 679.00
EL. 673.00
EL. 667.00
JOINT (TYP.)
MONOLITH
(TYP.)
WOOD PILE
WOOD PILES
BATTERED
LANDSIDE
RIVERSIDE
WOOD PILES
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 665.00
LOWER POOL
EL. 667.00
BOT. OF CONCRETE
MON. EL. 661.00
BOT. OF CRIB
EL. 649.00
LANDSIDE RIVERSIDE
DERRICK STONE
EL. 651.00
RIPRAP EL. 648.00
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
FORMWORK.
EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING
NOT BE USED FOR FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY
ARE APPROXIMATE. ELEVATIONS SHOWN WITHIN THESE DRAWINGS SHOULD
PNEUMOFATHOMETER DURING DIVING INSPECTION. LANDSIDE ELEVATIONS
GUIDEWALL VARY. RIVERWARD ELEVATIONS OBTAINED VIA
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 4.
DAMAGED OR OBSTRUCTED.
WITH COR PRIOR TO FORM SET UP AND PLACEMENT TO ENSURE PIPE IS NOT
LOCATED AT END OF GUIDEWALL; HOWEVER, CONTRACTOR MUST VERIFTY
PROPOSE OPTIONS TO MAINTAIN OUTLET. GAGE HOUSE PIPE IS TYPICALLY
OBSTRUCTED. DEPENDING ON CONDITION OF PIPE, CONTRACTOR MUST
CONTRACTOR TO NOTE THAT GAGE HOUSE PIPE MUST NOT BE DAMAGED OR 3.
MEMOS FOR RECORD AND GUIDANCE MEMOS.
INCLUDED AS GOVERNMENT FURNISHED INFORMATION IN APPENDIX M -
2006, 2010, 2011, 2015, 2021 AND 2022 DIVING INSPECTION REPORTS ARE 2.
S-407.
BELOW THE PLAN VIEW AND SECTION VIEW ON DRAWINGS S-401 THROUGH
ALONG THE BASE OF THE GUIDEWALL, AT THE TIME OF INSPECTION IS NOTED
TIMBERS MAY BE OUT OF PLANE. THE ACTUAL RIVER BOTTOM CONDITION,
PILE MAY BE LOCATED AT BASE OF GUIDEWALLS AND THAT GUIDEWALL
CONTRACTOR TO NOTE THAT OBSTRUCTIONS SUCH AS ROCKS AND SHEET 1.
GENERAL SHEET NOTES
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
20' 40'0
N
EL. 665.00, AS SHOWN IN DETAIL A1 AND SECTION A13.
NOTE: EITHER SIDE OF BREAKLINE IS AT EL. 686.00. CUT BETWEEN BREAKLINES IS AT APPROXIMATE
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:3
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-4
.d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-410
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4 .d
F
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
M S
L
.9
N
/APLAN - MONOLITH 13 END OF WALL
PLAN - MONOLITH UGW-13 (MID)
PLAN - MONOLITH UGW-13/12 (JOINT)
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
WALL
END OF
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 665.00
LOWER POOL
EL. 668.06
BOT. OF CONCRETE
MON. EL. 661.00
BOT. OF CRIB
EL. 649.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 652.06
DERRICK STONE
EL. 651.00
RIPRAP EL. 648.00
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 665.00
LOWER POOL
EL. 668.06
BOT. OF CONCRETE
MON. EL. 661.00
BOT. OF CRIB
EL. 649.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 650.06
RIPRAP EL. 648.00
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 665.00
LOWER POOL
EL. 668.06
BOT. OF CONCRETE
MON. EL. 661.00
BOT. OF CRIB
EL. 649.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 651.06
DERRICK STONE
EL. 651.00
RIPRAP EL. 648.00
ELEVATION
MAY VARY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM THE 5.
MIDDLE OF EACH MONOLITH.
RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.
DESIGNING OR ORDERING FORMWORK.
CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO
GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.
HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.
AS 10 FEET.
WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS
DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID
INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID
ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS
DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
0 8'4' 16' 0 8'4' 16'
B. 2 TO 3 FT DIAMETER BOULDERS RANDOMLY PLACED ALONG THE SANDY RIVER BOTTOM.
A. RIVERWARD SIDE RIVER BOTTOM NUMO 16FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 18FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
B. 2 TO 3 FT DIAMETER BOULDERS RANDOMLY PLACED ALONG THE SANDY RIVER BOTTOM.
A. RIVERWARD SIDE RIVER BOTTOM NUMO 17FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:5
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L
D U
L G
S
-4 .d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-411
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4
.d
F
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
M S
L
.9
N
/APLAN - MONOLITH LGW-12 (MID)
PLAN - MONOLITH LGW-12/11 (JOINT)
PLAN - MONOLITH LGW-11 (MID)
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 665.00
LOWER POOL
EL. 668.06
BOT. OF CONCRETE
MON. EL. 661.00
BOT. OF CRIB
EL. 649.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 651.06
DERRICK STONE
EL. 651.00
RIPRAP EL. 648.00
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 665.00
LOWER POOL
EL. 668.06
BOT. OF CONCRETE
MON. EL. 661.00
BOT. OF CRIB
EL. 649.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 652.06
DERRICK STONE
EL. 651.00
RIPRAP EL. 648.00
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 665.00
LOWER POOL
EL. 668.06
BOT. OF CONCRETE
MON. EL. 661.00
BOT. OF CRIB
EL. 649.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 651.56
DERRICK STONE
EL. 651.00
RIPRAP EL. 648.00
ELEVATION
MAY VARY
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM THE 5.
MIDDLE OF EACH MONOLITH.
RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.
DESIGNING OR ORDERING FORMWORK.
CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO
GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.
EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.
HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.
AS 10 FEET.
WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS
DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID
INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID
ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS
DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT
1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16' 0 8'4' 16' 0 8'4' 16'
0 8'4' 16' 0 8'4' 16'
A. RIVERWARD SIDE RIVER BOTTOM NUMO 17FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
B. 1 TO 1.5 FT DIAMETER BOULDERS RANDOMLY PLACED ALONG THE SANDY RIVER BOTTOM.
A. RIVERWARD SIDE RIVER BOTTOM NUMO 16FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
NOTE:
A. RIVERWARD SIDE RIVER BOTTOM NUMO 16.5FT.
1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
A N
D D
A M
N O
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
G
U
ID
E W
A L
L C
R
IB
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:1
P
M
/2 /2
L D
U p p e r
A n d L o w e r
G u id e w a ll
C ri b R e p a ir
\L D
U
L G
S
-4
.d g n
T G
R U
N D
H O
F F
E R
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
A N
D D
A M
N O
S-412
N K
O L
C N
U N
E Z
-O R
U
L G
S
-4 .d
F
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
M S
L
.9
N
/APLAN - MONOLITH LGW-11/10 (JOINT)
PLAN - MONOLITH LGW-10 (MID)
PLAN - MONOLITH LGW-10/9 (JOINT)
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 665.00
LOWER POOL
EL. 668.06
BOT. OF CONCRETE
MON. EL. 661.00
BOT. OF CRIB
EL. 649.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 651.06
DERRICK STONE
EL. 651.00
RIPRAP EL. 648.00
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 665.00
LOWER POOL
EL. 668.06
BOT. OF CONCRETE
MON. EL. 661.00
BOT. OF CRIB
EL. 649.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 651.06
DERRICK STONE
EL. 651.00
RIPRAP EL. 648.00
ELEVATION
MAY VARY
VOID AREA
TOP OF WALL
EL. 686.00
TOP OF WOOD
CRIB EL. 665.00
LOWER POOL
EL. 668.06
BOT. OF CONCRETE
MON. EL. 661.00
BOT. OF CRIB
EL. 649.00
LANDSIDE RIVERSIDE
RIVER BOT. EL. 651.06
DERRICK STONE
EL. 651.00
RIPRAP EL. 648.00
ELEVATION
MAY VARY
RIVERSIDE
LANDSIDE
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
RESPECTIVE WATER ELEVATION TO A POINT OF INTEREST.
THE NUMO READING IS DEFINED AS THE DEPTH OF WATER FROM…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .