W912ES25BA001_PLANS.pdf
PDF 22 MB Posted
- Attached to
- Lock & Dam 7 Outdraft Modification
- Solicitation number
- W912ES25BA001
About this file
This document is a comprehensive set of engineering design plans for the Lock & Dam 7 Outdraft Modification project located in La Crescent, Minnesota, for the U.S. Army Corps of Engineers St. Paul District. The technical drawings detail a dog-leg weir modification, including extensive cross-sections, geotechnical boring logs, hydrological data, and site-specific engineering specifications for river navigation infrastructure improvements.
The project involves constructing a new mooring cell and mooring dolphin to enhance navigation efficiency on the Mississippi River. The plans include detailed geological surveys showing soil composition, elevation profiles, and precise engineering specifications for rock riprap placement, excavation limits, and structural transitions. Hydrological data spans from 1949 to 2024, providing comprehensive river flow and elevation information to support the design. The solicitation (W912ES25BA001) is set aside 100% for small businesses, with an estimated contract value between $5 million and $10 million, using NAICS code 237990 with a small business size standard of $45 million.
View the file
Other files
Show all 19
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
LA CRESCENT, MN
LOCK & DAM 7
MISSISSIPPI RIVER
LOCK & DAM 7 OUTDRAFT MODIFICATION
W912ES25BA001
MAY 2025
ST. PAUL DISTRICT
D S
P
D
:5
:0
A
M
/2 /2
L D
O
D
G -0
.d g n
A N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
A
-B
U
IL
T N
O
F
IL
E N
A M
E
R M
C G
A R
V E
Y
C O
V E
R S
H E
E T
G-001
T K
O U
G H
R M
C G
A R
V
L
O
D
G -0
.d g n
K
O U
G H
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
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
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
®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
N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V E
Y
C O
N T
R O
L L
IN
E
T A
B L
E
S U
R V
E Y
C O
N T
R O
L T
A B
L E
A
N D
P R
O J E
C T
L O
C A
T
IO
N M
A P
V
IC
IN
IT
Y
M A
P
G-002
T K
O U
G H
R M
C G
A R
V
O
D
G -0
.d
K
O U
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
D S
P
D
:0
:4
A
M
/2 /2
L D
O
D
G -0
.d
J1
SCALE: NTS
TABLE - VERTICAL AND HORIZONTAL CONTROL
PROJECT LOCATION MAP
H14
PLAN - VICINITY MAP
SCALE: 1" = 200'
A1
TABLE - CONTROL LINE DATA
L1
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
640 B
LOCK 7
"194A" LD7
7-706.5-RMT
DAKOTA ISLAND PLACEMENT SITE
STAGING AREA
NO. 7
LOCK AND DAM
M
IS
S
IS
S
IP
P I R
IV
E R
INTERSTATE 90
LA CROSSE
REGIONAL
AIRPORT
F L O
W
FRENCH ISLAND
®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 4000'2000'
N
LEGEND
RIVERS & LAKES
LOCK AND DAM
NATIONAL BOUNDARIES
DISTRICT BOUNDARIES
STATE BOUNDARIES
L/D
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
DARLING
LAKE
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 LAKE SUPERIOR
MINNEAPOLIS
S.A.F. L/D'S
L/D 1
L/D 2
M I N
NES
O
TA
R
MANKATO
ST. PAUL
L/D 3
L/D 4
L/D 5A L/D 6
L/D 7
L/D 8
EAU CLAIRE
ROCHESTER
L/D 5
L/D 9
L/D 10
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
ASHTABULA
LAKE
THE WOODS
LAKE OF
RED LAKE
UPPER
RED LAKE
LOWER
ITASCA
LAKE
LAKE
CASS
WINNIBIGOSHISH
LAKE
LAKE
LEECH
LAKE
LACS
MILLE
TRAVERSE
LAKE
LAKE
BIGSTONE CLOUD
ST.
C A N A D A
LOCATION
PROJECT
PEPIN
LAKE
HEYENNE R
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V E
Y
L E
G E
N D
A N
D S
Y M
B O
L S
G E
N E
R A
L N
O T
E S
A
B B
R E
V
IA
T
IO
N S
D R
A W
IN
G
I N
D E
X R
E F
E R
E N
C E
I N
D E
X
G-003
T K
O U
G H
R M
C G
A R
V
O
D
G -0
.d
K
O U
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
D S
P
D
:3
:1
A
M
/5 /2
L D
O
D
G -0
.d
LD7OD_C-501.dgnCIVIL DETAILS C-501
LD7OD_C-319.dgnCROSS SECTIONS STA D 10+70 TO D 11+15.17 C-319
LD7OD_C-318.dgnCROSS SECTIONS STA D 9+85 TO D 10+64 C-318
LD7OD_C-317.dgnCROSS SECTIONS STA D 9+40 TO D 9+70 C-317
LD7OD_C-316.dgnCROSS SECTIONS STA D 8+44 TO D 9+20.39 C-316
LD7OD_C-315.dgnCROSS SECTIONS STA D 8+15.98 TO D 8+43 C-315
LD7OD_C-314.dgnCROSS SECTIONS STA D 7+83.46 TO D 8+10 C-314
LD7OD_C-313.dgnCROSS SECTIONS STA D 6+90 TO D 7+70 C-313
LD7OD_C-312.dgnCROSS SECTIONS STA D 5+70 TO D 6+70 C-312
LD7OD_C-311.dgnCROSS SECTIONS STA D 4+50 TO D 5+50 C-311
LD7OD_C-310.dgnCROSS SECTIONS STA D 3+37.10 TO D 4+30 C-310
LD7OD_C-309.dgnTYPICAL CROSS SECTIONS 9 OF 9 C-309
LD7OD_C-308.dgnTYPICAL CROSS SECTIONS 8 OF 9 C-308
LD7OD_C-307.dgnTYPICAL CROSS SECTIONS 7 OF 9 C-307
LD7OD_C-306.dgnTYPICAL CROSS SECTIONS 6 OF 9 C-306
LD7OD_C-305.dgnTYPICAL CROSS SECTIONS 5 OF 9 C-305
LD7OD_C-304.dgnTYPICAL CROSS SECTIONS 4 OF 9 C-304
LD7OD_C-303.dgnTYPICAL CROSS SECTIONS 3 OF 9 C-303
LD7OD_C-302.dgnTYPICAL CROSS SECTIONS 2 OF 9 C-302
LD7OD_C-301.dgnTYPICAL CROSS SECTIONS 1 OF 9 C-301
LD7OD_C-102.dgnPLAN AND PROFILE STA D 6+30 TO D 11+15.47 C-102
LD7OD_C-101.dgnPLAN AND PROFILE STA D 0+00 TO D 6+30 C-101
CIVIL
LD7OD_B-302.dgnBORING LOGS 24-50M TO 24-57M B-302
LD7OD_B-301.dgnBORING LOG 87-9M B-301
LD7OD_B-101.dgnBORING LOCATIONS MAP, GENERAL BORING NOTES AND LEGENDB-101
GEOTECHNICAL
LD7OD_G-102.dgnPLAN LD7 STAGING, ACCESS, AND WORK LIMITSG-102
LD7OD_G-101.dgnKEY PLAN G-101
LD7OD_G-003.dgnDRAWING INDEX, REFERENCE INDEX, GENERAL NOTES, ABBREVIATIONS, LEGEND AND SYMBOLSG-003
LD7OD_G-002.dgn
TABLE
PROJECT LOCATION MAP, VICINITY MAP, SURVEY CONTROL TABLE, AND CONTROL LINE
G-002
LD7OD_G-001.dgnCOVER SHEET G-001
GENERAL
FILENAMEDESCRIPTIONSHEET IDRECORD DRAWING NO.
CONSTRUCTION DRAWING INDEX
MISSISSIPPI RIVER TAILWATER DURATION CURVES JULY - DECEMBER 1949 - 2024
MISSISSIPPI RIVER TAILWATER DURATION CURVES JANUARY - JUNE 1949 - 2024
2015 - 2024
MISSISSIPPI RIVER DAILY TAILWATER ELEVATION HYDROGRAPHS JANUARY 01 - DECEMBER 31
MISSISSIPPI RIVER POOL DURATION CURVES JULY - DECEMBER 1949 - 2024
MISSISSIPPI RIVER POOL DURATION CURVES JANUARY - JUNE 1949 - 2024
MISSISSIPPI RIVER DAILY POOL ELEVATION HYDROGRAPHS JANUARY 01 - DECEMBER 31 2014 -
MISSISSIPPI RIVER FLOW DURATION CURVES JULY - DECEMBER 1959 - 2024
MISSISSIPPI RIVER FLOW DURATION CURVES JANUARY - JUNE 1959 - 2024
MISSISSIPPI RIVER DAILY FLOW HYDROGRAPHS JANUARY 01 - DECEMBER 31 2014 - 2023
DESCRIPTIONSHEET REF.
REFERENCE DRAWINGS
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
®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)
UNDER
(CENTERED
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
VIEW
SHEET ID
SHEET ID
VIEW
SHEET ID
VIEW
SECTION CUT
DETAIL SYMBOL
WORK LIMITS
FILL
CUT
97-41MP.I. POINT
MANHOLE
CATCHBASINCB
WATER VALVE
FIRE HYDRANT
LEVEE
AND NUMBER
DWG OUTLINE
SHEETPILE
SHEET ID X-000
BUILDINGS
REMOVED
GENERAL LEGEND
AND NUMBER
LOCATION
BORING
3 DIMENSIONAL
POINT
CONTROL
2 DIMENSIONAL
POINT
CONTROL
1 DIMENSIONAL
POINT
CONTROL##
RIPRAP (PLAN)
WATER LEVEL
RIPRAP (SECTION)
MATERIAL.
FULLY ACCURATE FOR DISTINGUISHING BETWEEN ROCK AND RIVER BOTTOM
REPRESENTATION IS BASED ON SURVEY DATA COLLECTED BUT MAY NOT BE
IN CROSS SECTIONS FOR INFORMATIONAL PURPOSES. THE
THE EXISTING ROCK FROM PREVIOUS ROCK WEIR CONSTRUCTION IS SHOWN 6.
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. CONTRACTOR IS
THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION 5.
AND SURVEY IN SEP 2024.
BATHYMETRIC SURVEY DATA IS FROM MULTIPLE SURVEYS IN SPRING 2023 4.
OFFICER UPON CONTRACT AWARD.
CONTROL POINTS ARE AVAILABLE BY REQUEST FROM THE CONTRACTING
TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL 3.
OFFICER PRIOR TO ANY TEMPORARY BLOCKING OF ACCESS.
ALL TIMES. CONTRACTOR TO COORDINATE WITH THE CONTRACTING
CONDITION. USACE ACCESS TO PARKING AND LOCK MUST BE MAINTAINED AT
CONTRACTING OFFICER. RESTORE AREAS USED TO PRE-PROJECT
7. CONTRACTOR TO COORDINATE USAGE OF ALL STAGING AREAS WITH
THE STAGING AREA IS LOCATED ON THE MINNESOTA SIDE OF LOCK AND DAM 2.
AS REPRESENTED BY THESE PLANS.
CONDITIONS ARE ENCOUNTERED THAT MAY WARRANT CHANGES TO DESIGN
THE CONTRACTOR WILL COORDINATE WITH THE CONTRACTING OFFICER IF 1.
GENERAL NOTES
STAGING AREAEXIST
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
LOW CONTROL POOL
LANDWARDL/W
LCP
HT HEIGHT
NTS NOT TO SCALE
NF
GENERAL ABBREVIATIONS
OTHERWISE
UNLESS NOTED
WATERH2O
POINT OF ENDINGPOE
PVI
POB
INTERSECTION
POINT OF VERTICAL
POINT OF BEGINNING
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
K
Y P
L A
N
G-101
T K
O U
G H
R M
C G
A R
V
O
D
G -1
.d
K
O U
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
D S
P
D
:0
:4
A
M
/2 /2
L D
O
D
G -1
.d
PLAN - KEY PLAN
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
F L O
W M
IS
S
IS
S
IP
P I R
IV
E R
G-102
C -1
C -1
DOG-LEG WEIR
ROCK BLANKET
LAUNCH ROCK
SCOUR PROTECTION
®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'
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V E
Y
A N
D W
O R
K L
IM
IT
S
L D
S
T A
G
IN
G
A C
C E
S S
P L
A N
G-102
T K
O U
G H
R M
C G
A R
V
O
D
G -1
.d
K
O U
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
D S
P
D
:1
:1
A
M
/2
/2
L D
O
D
G -1
.d
SCALE: 1" = 100'
PLAN - LD7 STAGING, ACCESS, AND WORK LIMITS
3,334,258.34654,702.25ST 24
3,334,286.87654,716.92ST 23
3,334,321.92654,702.37ST 22
3,334,365.35654,727.17ST 21
3,334,309.75654,794.29ST 20
3,334,162.59654,819.99ST 13
3,334,234.40654,733.83ST 12
3,334,256.57654,751.62ST 11
3,334,185.98654,839.60ST 10
3,334,198.50654,957.98ST 04
3,334,326.44654,807.68ST 03
3,334,349.93654,827.88ST 02
3,334,223.25654,972.53ST 01
EASTING (X)NORTHING (Y)POINT ID
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
A C
C E S S F
R O
M L
O A
D
IN
G D
O C
K T
O N
A V
IG
A T
IO
N C
H A
N N E L
F L O
W M
IS
S
IS
S
IP
P I R
IV
E R
TO LOADING AREA
SHARED USE ACCESS
STAGING AREAS
ON-LAND
STOCKPILE AREA
EXISTING HELIPAD
MAINTAIN USE OF
DOG-LEG WEIR
SCOUR PROTECTION
DOCK
LD7 LOADING
WORK LIMITS
CONSTRUCTION
ACCESS RD
USACE ROAD AND RIVER
CONTRACTOR ACCESS VIA
MOORING AREA
FLOATING PLANT
(APPROX.)
CHANNEL
DRAINAGE
EXISTING
ST 01
ST 02
ST 03
ST 04
ST 13
ST 10
ST 11
ST 12
ST 20
ST 21
ST 22
ST 23
ST 24
ACCESS ROAD GATE
EXISTING OUTER SITE
®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
100' 200'0
N
WHEN NOT BEING USED TO SUPPORT NAVIGATION THROUGH THE LOCK.
BOAT IS MOORED ON THE UPSTREAM END OF THE AUXILIARY LOCK CHAMBER
BOAT OPERATIONS. DURING THE NAVIGATION SEASON, THE HELPER TUG
CONSTRUCTION CONTRACTOR ACTIVITIES SHALL NOT IMPEDE HELPER TUG 9.
CAN BE FIELD ADJUSTED BY THE CONTRACTING OFFICER.
AND LOADING DOCK. CONSTRUCTION WORK LIMITS AND STAGING AREAS
EXISTING PAVEMENT TO ACCESS THE STAGING AREAS, STOCKPILE AREA,
FEATURES. CONSTRUCTION WORK LIMITS APPROXIMATELY FOLLOW THE
APPROXIMATED FROM THE AERIAL IMAGE BASED ON EXISTING SITE
COORDINATES FOR THE ON-LAND STAGING AND STOCKPILE AREAS ARE 8.
DRAINAGE CHANNEL AND MAINTAIN EXISTING DRAINAGE WITHIN THIS AREA.
PREDOMINANTLY AGGREGATE. CONTRACTOR MUST PROTECT EXISTING
SHOWN ON THIS SHEET. SURFACE AT THE STOCKPILE AREA IS
STOCKPILING OF MATERIALS IS ONLY ALLOWED IN THE DESIGNATED AREA 7.
DOCK MUST BE REMOVED WHEN NOT IN USE.
REMAIN OPEN. ANY CONTRACTOR EQUIPMENT UTILIZED AT LD7 LOADING
AREAS DESIGNATED AS SHARED USE ACCESS TO THE LOADING DOCK MUST 6.
DOCK.
MAINTAIN SHARED ACCESS FROM THE ENTRANCE ROAD TO THE LOADING
PARKING LOT AS SHOWN ON THIS SHEET FOR STAGING. CONTRACTOR MUST
CONTRACTOR WILL HAVE ACCESS TO THE DESIGNATED AREAS OF THE 5.
NAVIGATION CHANNEL TO THE LOCK 7 LOADING DOCK.
DREDGING TO A DEPTH OF LCP MINUS 9 FEET (EL. 629.5) FROM THE
AT THE CONTRACTOR'S REQUEST, THE GOVERNMENT MAY PROVIDE ACCESS 4.
PRIORITY LOCKAGES.
CONTRACTING OFFICER. SEE SPECIFICATIONS FOR WORK RESTRICTIONS ON
REQUESTS FOR THIS ACTION ARE REQUIRED TO BE APPROVED BY THE
LOCK STOPPAGE UP TO 3 HOURS TO ACCOMMODATE CONTRACT WORK, AND
BE APPROVED BY THE CONTRACTING OFFICER. CONTRACTOR MAY REQUEST
SEASON. NAVIGATION CLOSURES NECESSARY FOR WORK ARE REQUIRED TO
CONTRACTOR ONLY HAS ACCESS TO THE LOCK DURING THE NAVIGATION 3.
DESIGNATED STAGING AREAS.
ALL VEHICLES, MATERIALS, AND EQUIPMENT MUST BE STORED WITHIN
AND STOCKPILE AREAS ARE FOR CONTRACTOR INGRESS AND EGRESS ONLY.
WORK LIMITS SHOWN ON THIS SHEET OUTSIDE OF DESIGNATED STAGING 2.
OFFICER PRIOR TO ANY TEMPORARY BLOCKING OF ACCESS.
ALL TIMES. CONTRACTOR TO COORDINATE WITH THE CONTRACTING
CONDITION. USACE ACCESS TO PARKING AND LOCK MUST BE MAINTAINED AT
CONTRACTING OFFICER. RESTORE AREAS USED TO PRE-PROJECT
CONTRACTOR TO COORDINATE USAGE OF ALL STAGING AREAS WITH 1.
GENERAL SHEET NOTES
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R
P R
N E
R A
L B
O R
IN
G
N O
T E
S A
N D
L E
G E
N D
B O
R
IN
G L
O C
A T
IO
N
S M
A P
B-101
H
M O
U A
A L
E V
IN
O
D
B -1
.d
J O
R G
E N
S
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
D S
P
D
:1
:2
A
M
/2 /2
L D
O
D
B -1
.d
PLAN - BORING LOCATIONS
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
24-50M
24-51M
24-52M
24-53M
24-54M
87-9M
F L O
W M
IS
S
IS
S
IP
P I R
IV
E R
®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
N
REQUEST TO THE CONTRACTING OFFICER.
ORIGINAL FIELD LOGS. THESE LOGS ARE AVAILABLE FOR INSPECTION BY
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE 8.
ALL CORE IS 4-INCH DIAMETER.
RECOVERED/LENGTH OF CORE CUT X 100. UNLESS SPECIFIED OTHERWISE,
BORING STAFF. PERCENT RECOVERY IS LENGTH OF CORE
% RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE 7.
CONSISTING OF UNBROKEN PIECES LONGER THAN 4-INCHES.
PERCENT RECOVERY COLUMN. RQD IS THE PERCENT RECOVERY
RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE 6.
FINER IS SHOWN TO THE LEFT OF THE BORING STAFF.
D SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS 5.
THE RIGHT OF THE BORING STAFF.
ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO 4.
HEIGHT OF DROP ARE AS SHOWN.
NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND
USING A 1-3/8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR
STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT)
NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE OF 12-INCHES.
BORING STAFF AND, EXCEPT AS NOTED, ARE THE NUMBER OF BLOWS
BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE 3.
DRY WEIGHT (MC) IS SHOWN TO THE LEFT OF THE BORING STAFF.
MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IN PERCENT OF 2.
ARE SHOWN BELOW THE BORING STAFF.
RIGHT OF THE BORING STAFF. NOTES PERTAINING TO A SPECIFIC BORING
COMPLETE THE CLASSIFICATION, PERTINENT INFORMATION IS ADDED TO THE
BASIC SOIL TYPE. THE LEGEND REPRESENTS ONLY THE BASIC SOILS. TO
GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY 1.
GENERAL BORING NOTES
400'0 200'
GENERAL BORING LEGEND
WATER SURFACE ELEVATION ON DAY OF BORING
GROUND SURFACE ELEVATION AT BORING
CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES
WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES
SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES
POORLY GRADED GRAVELS, LITTLE OR NO FINES
WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
SILTY SANDS, SAND - SILT MIXTURES
CLAYEY SANDS, SAND - CLAY MIXTURES
INORGANIC SILTS, LIQUID LIMIT LESS THAN 50
INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50
BORDERLINE MATERIAL
STRATIFIED MATERIAL
LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE
NO RECOVERY
WATER LEVEL ON DATE OF BORING
ELEVATION AT BOTTOM OF BORING
DATE OF BORING
( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).
YEAR OF BORING-BORING NUMBER, BORING TYPE
GW
SM
SP
SW
GC
GM
GP
ML
MH
CL
CH
OL
OH
PT
SP-
SM
SP&
SM
SC
W.S. 1026.7
G.S. 1020.2
W.L. 726.7
700.1
1 MAY 1984
84-1M
PEAT
INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50
INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R
P R
B
R
IN
G L
O G
-9
M
B-301
H
M O
U A
A L
E V
O
D
B -3
.d
J O
R G
E N
S
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
D S
P
D
:5
:2
A
M
/2 /2
L D
O
D
B -3
.d
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
NOTES:
SPT
AIR0' TO 1.5'
WATER1.5' TO 15.4'
87-9M
22-26 AUG 1987
10D MC LL PL
DECK 631.79
W.S. 630.29
H2O
GRAY
(SP) (SP) SAND, F-M, GRAVELLY, LOOSE, SAT., 16.9' TO 20.0'
1. WATER SURFACE DETERMINED FROM TAILWATER ELEV. AT LOCK AND DAM NO. 7.
DRILLING MUD BELOW EL. 603.79'.
FROM EL. 581.79' - 576.79' RESET 4 INCH CASING TO 603.79'. HOLE STABILIZED WITH
HOLE STABILIZED WITH DRILLING MUD FROM EL. 607.79' - 576.79'. AFTER SAMPLE
EL. 616.09' - 614.89'. PULL 6 INCH CASING AND RESET 4 INCH CASING TO EL. 607.79'.
2. 6 INCH IRON PIPE CASING SET TO EL. 616.09'. 4 INCH CORE BARREL USED FROM
3. SOME SAND HEAVING INTO HOLE DURING ENTIRE BORING.
4. CASING PULLED AND HOLE ALLOWED TO CASE TO GROUND SURFACE.
616.39
614.89
606.79
601.79
611.79
591.79
586.79
581.79
576.79
571.79
566.59
561.79
555.39
543.19
SP
SP
SP
SP
SW
SP
SW
SP
SW
SM
SW-
SM
SW-
SP
SM
UNWEATHERED GRAY
(MB) CONCRETE, M-C, AGGREGATE, HARD, 15.4' TO 16.9'
DENSE, SAT., GRAY W/ BLK. STREAKS (FLUVIAL)
(SP) SAND, F-M, GRAVELLY, LOOSE-M. 20.0' TO 25.0'
SHELLS, GRAY W/ BLK. STREAKS
(SP) SAND, F-M, GRAVELLY, M. DENSE, SAT., 25.0' TO 30.0'
SHELLS, GRAY W/ BLK. STREAKS
(SP) SAND, F-M, GRAVELLY, M. DENSE, SAT., 30.0' TO 40.0'
GRAY W/ BLK. STREAKS
(SW) SAND, F-C, GRAVELLY, M. DENSE, SAT., 40.0' TO 45.0'
GRAY W/ BLK. STREAKS
(SP) SAND, F-M, M. DENSE, SATURATED, 45.0' TO 50.0'
GRAY W/ BLK. STREAKS (FLUVIAL)
(SW) SAND, F-C, M. DENSE, SATURATED, 50.0' TO 55.0'
GRAY (FLUVIAL)
(SP) SAND, M-C, GRAVELLY, M. DENSE, SAT., 55.0' TO 60.0'
GRAY (FLUVIAL)
(SW) SAND, F-C, TR. GRAVEL, M. DENSE, SAT., 60.0' TO 65.2'
SAT., PLANT MATTER, BLK. (FLUVIAL)
(SM) SAND, M, ORGANIC SILT, M. DENSE, 65.2' TO 65.6'
DENSE, SAT., GRAY-BLK (FLUVIAL)
(SW-SM) SAND, F-C, GRAVELLY, SILTY, M. 65.6' TO 70.0'
DENSE, SAT., PLANT AND SHELL MATTER, BRN. (FLUVIAL)
(SW-SM) SAND, F-C, SILTY, GRAVELLY, M. 70.0' TO 76.4'
SATURATED, BRN. (FLUVIAL)
(SP) SAND, C, GRAVELLY, M. DENSE, 76.4' TO 88.6'
0.23
0.22
0.25
0.17
0.27
0.32
0.24
566.19
®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
ID
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R
P R
B
R
IN
G L
O G
S
-5
M
T O
-5
M
B-302
H
M O
U A
A L
E V
O
D
B -3
.d
J O
R G
E N
S
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
D S
P
D
:3
:3
A
M
/2 /2
L D
O
D
B -3
.d
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
NOTES:
SPT
AIR0' TO 1.5'
WATER1.5' TO 10.5'
24-51M
08 OCT 2024
10D MC LL PL
W.S. 638.5
625.5
629.5
DECK 640.0
H2O
SP
SHELLS, SATURATED, TAN
(SP) POORLY GRADED SAND, LOOSE, TRACE 10.5' TO 14.5'
1. BORING OBTAINED FROM A FLOATING PLANT
ALCONOX WASH AND RIVER RINSE BETWEEN SAMPLES
2. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 927.5
3. SPT = 140# HAMMER, 30 INCH DROP, USING CATHEAD
4. ELEVATION DETERMINED FROM POOL 7 GAUGE
5. PULLED CASING AT END OF BORING, ALLOWED HOLE TO HEAVE
NOTES:
WH
SPT
AIR0' TO 1.5'
WATER1.5' TO 14.2'
24-50M
08 OCT 2024
10D MC LL PL
622.0
625.8
DECK 640.0
W.S. 638.5
H2O
SP SATURATED, TAN
(SP) POORLY GRADED SAND, VERY LOOSE, 14.2' TO 18'
1. BORING OBTAINED FROM A FLOATING PLANT
DRILLING MUD USED BELOW
2. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 925.5
3. SPT = 140# HAMMER, 30 INCH DROP, USING CATHEAD
4. ELEVATION DETERMINED FROM POOL 7 GAUGE
5. PULLED CASING AT END OF BORING, ALLOWED HOLE TO HEAVE
NOTES:
WH
SPT
AIR0' TO 1.5'
WATER1.5' TO 10.2'
SATURATED, TAN
(SP) POORLY GRADED SAND, V. LOOSE, 10.2' TO 14.0'
DECK 640.0
24-52M
08 OCT 2024
10D MC LL PL
626.0
629.8
W.S. 638.5
H2O
SP
1. BORING OBTAINED FROM A FLOATING PLANT
ALCONOX WASH AND RIVER RINSE BETWEEN SAMPLES
2. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 928.0
3. SPT = 140# HAMMER, 30 INCH DROP, USING CATHEAD
4. ELEVATION DETERMINED FROM POOL 7 GAUGE
5. PULLED CASING AT END OF BORING, ALLOWED HOLE TO HEAVE
NOTES:
SPT
AIR0' TO 1.5'
WATER1.5' TO 9.0'
ORGANIC
(CH) SILTY CLAY, V. SOFT, WET, DK. GRAY, SL. 9.0' TO 10.9'
DECK 932.2
24-53M
09 OCT 2024
10D MC LL PL
W.S. 930.7
921.3
923.2
H2O
CH
1. BORING OBTAINED FROM A FLOATING PLANT
2. ALCONOX WASH AND RIVER RINSE BETWEEN SAMPLES
3. SAMPLE TAKENS BY PUSHING STAINLESS SPLIT SPOON
4. ELEVATION DETERMINED FROM POOL 7 TW GAUGE
5. SAMPLE HOLE ALLOWED TO HEAVE
NOTES:
SPT
AIR0' TO 1.5'
WATER1.5' TO 8.1'
GRAY, V. SOFT-SOFT
(CH) SILTY CLAY, OCC. SAND LENS, WET, DK. 8.1' TO 11.7'
24-54M
09 OCT 2024
10D MC LL PL
W.S. 930.7
919.3
924.1
920.5
SP
SATURATED, TAN
(SP) POORLY GRADED SAND, LOOSE, 11.7' TO 12.9'
H2O
CH
DECK 932.2
1. BORING OBTAINED FROM A FLOATING PLANT
ALCONOX WASH AND RIVER RINSE BETWEEN SAMPLES
2. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 922.2
3. STAINLESS SAMPLER USED WITH CATHEAD DRIVEN HAMMER
4. ELEVATION DETERMINED FROM POOL 7 TW GAUGE
5. PULLED CASING AT END OF BORING, ALLOWED HOLE TO HEAVE
®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
ID
LAUNCH ROCK
RIPRAP
DOG-LEG WEIR
RIPRAP
DOG-LEG WEIR END TRANSITION
RIPRAP
A N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
A D
T
O D
P L
A N
A N
D P
R O
F
IL
E
C-101
T K
O U
G H
R M
C G
A R
V
O
D C
-1 .d
K
O U
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
D S
P
D
:4
:2
A
M
/2 /2
L D
O
D
C -1
.d
G1
SCALE: 1" = 30'
PLAN VIEW - STA D 0+00 TO D 6+30
A1
SCALE: 1" = 30' HORIZONTAL, 1" = 10' VERTICAL
PROFILE VIEW - STA D 0+00 TO D 6+30
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
,3
,5
.8
,5
.4
N
D -0
.0
S
P
B
D
D
D
D
D
D
D
M A T
C H L
E S
H E
E T C -1
TOP EL. 639.45
DOG-LEG WEIR
RIPRAP
SLOPES AT 1V:3H
DOG-LEG WEIR END TRANSITION
RIPRAP
V
:3 H
V
:3 H
1V:4H
1V:4H
TOP WIDTH 30 FT
TOP EL. 636.45
LAUNCH ROCK
RIPRAP
LAUNCH ROCK TOE
START STA D 3+40.36
TRANSITION
RIPRAP
TOP EL. 631.00
ROCK BLANKET
RIPRAP
TOP EL. 631.00 AT EXISTING WEIR
ROCK BLANKET
RIPRAP
START STA D 3+37.10
DOG-LEG WEIR
RIPRAP
1V:3H
TOP EL. 629.00
MATERIAL UNDER RIPRAP
PLACEMENT OF EXCAVATED
ALLOWABLE LIMITS OF
STOP STA D 4+70
MATERIAL UNDER RIPRAP
PLACEMENT OF EXCAVATED
ALLOWABLE LIMITS OF
STA D 5+29.43
TRANSITION SLOPE AT 1V:3H
ROCK BLANKET
RIPRAP
OFFSET +14.5 FT
STA D 3+37.10
TRANSITION SLOPE AT 1V:3H
LAUNCH ROCK
RIPRAP
1V:3H
START STA D 3+56.71
ROCK BLANKET
RIPRAP
C-301
A1
C-301
F1
C-301
F11
D -0+00 D 0+30 D 0+60 D 0+90 D 1+20 D 1+50 D 1+80 D 2+10 D 2+40 D 2+70 D 3+00 D 3+30 D 3+60 D 3+90 D 4+20 D 4+50 D 4+80 D 5+10 D 5+40 D 5+70 D 6+00
610 610
620 620
630 630
640 640
650 650
660 660
670 670
680 680
.8
.8
.8
.7
.4
.8
.6
.6
.9
.4
.6
.5
.6
.2
.6
.9
.2
.3
.6
.5
.4
.5
.9
.2
.3
.1
.9
.5
.9
.9
.6
.5
.9
.8
.2
.3
.9
.2
.7
.9
.2
.4
.6
.6
.7
.6
.4
.9
.9
.9
.8
.5
.2
.7
.3
.5
.5
.6
.3
.4
.7
.3
.4
.7
.8
.8
.7
.8
.6
.4
.5
.2
.9
.3
.5
.5
.2
.1
.5
.9
.5
.8
.3
.2
.9
.4
.6
.6
.9
.9
.5
.7
.5
.6
.4
.3
.7
.8
.8
.4
.6
.6
.2
.2
.5
.9
.1
.9
.5
.2
.2
.2
.6
.4
.9
.2
.5
.3
.3
.8
.8
.8
.4
.2
.3
.5
.1
.9
.8
.2
.4
.6
.9
.7
.6
.3
.8
.8
.6
.5
.2
.5
.9
.5
.9
.4
.4
.5
.5
.3
.8
.8
.5
.5
.5
.4
.5
.3
.8
.8
.5
.4
.3
.8
.8
.4
.8
.8
.5
G R
A D E
3.
.4
A D
.1
P V
I
0.00%GRADE
E L
.4
S T
A D
.1
P V
I
E L
.4
S T
A D
.0
P V
I
E L
.9
S T
A D
.5
P V
I
E L
.5
S T
A D
.3
P V
I
.4
.0
S
V I
P O
B
®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
ID10' 20'0
N
30' 60'0
30' 60'0
B. WITHIN THE WEIR CROSS SECTION AS SHOWN IN THE CIVIL DETAILS.
SECTIONS;
A. UNDER THE RIPRAP OF THE ROCK BLANKET AS SHOWN IN THE CROSS
ACCEPTABLE SITES OF PLACEMENT ARE:
EXCAVATED MATERIAL MUST BE PLACED WITHIN THE PROJECT FOOTPRINT. 2.
LAUNCH ROCK.
SEE PROFILE AND DETAIL VIEWS FOR DOG-LEG WEIR END TRANSITION AND 1.
A N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
A D
T O
D
.4
P L
A N
A N
D P
R O
F
IL
E
C-102
T K
O U
G H
R M
C G
A R
V
O
D C
-1 .d
K
O U
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
D S
P
D
:4
:3
A
M
/2 /2
L D
O
D
C -1
.d
G1
SCALE: 1" = 30'
PLAN VIEW - STA D 6+30 TO D 11+15.47
A1
SCALE: 1" = 30' HORIZONTAL, 1" = 10' VERTICAL
PLAN VIEW - STA D 6+30 TO D 11+15.47
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
,3
,2
.8
,5
.4
N D
.4
S
E
D
.4
S
T
D
D
D
D
D
D
M A T
C H L
E S
H E
E T C -1
LOCK WALL
EXISTING AUXILIARY
TOP EL. 639.45
DOG-LEG WEIR
RIPRAP
1V:4H
1V:4H
V :3
H
V :3
H
V :3
H
1V:4H
1V:4H
V :3
H
V :3
H
1V:4H
1V:4H
V :3
H
V :3
H
V :3
H
1V:3H
START STA D 7+53.39
TOP EL. 630.45
SCOUR PROTECTION
MIN. 45" THICK RIPRAP
V :3
H
END STA D 9+62.89
TOP EL. 630.45
SCOUR PROTECTION
MIN. 45" THICK RIPRAP
EXCAVATE TO EL. 626.45
NOTCH;
GRADE
EXCAVATION
STA D 10+75
START EXCAVATION
NOTCH;
EL. 626.45
NOTCH
EL. 626.45
NOTCH
C-309
A1
C-302
A1
C-302
F1
C-302
F11
C-303
A1
C-303
F1
C-303
F11
C-304
A1
C-304
F1
C-304
F11
C-305
A1
C-305
F1
C-305
F11
C-306
A1
C-306
F1
C-306
F11
C-307
A1
C-307
F1
C-307
F11
C-308
A1
C-308
F1
D 6+30 D 6+60 D 6+90 D 7+20 D 7+50 D 7+80 D 8+10 D 8+40 D 8+70 D 9+00 D 9+30 D 9+60 D 9+90 D 10+20 D 10+50 D 10+80 D 11+10 D 11+40 D 11+70 D 12+00
610 610
620 620
630 630
640 640
650 650
660 660
670 670
680 680
.3
.8
.7
.8
.4
.0
.0
.4
.3
.6
.6
.0
.1
.9
.2
.3
.2
.5
.7
.1
.3
.1
.3
.1
.3
.1
.1
.1
.8
.4
.5
.4
.4
.2
.2
.8
.6
.2
.6
.4
.3
.8
.3
.7
.9
.4
.7
.5
.4
.7
.6
.2
.1
.8
.8
.0
.4
.6
.0
.9
.3
.5
.1
.1
.1
.1
.1
.4
.4
.2
.8
.2
.4
.8
.7
.4
.5
.7
.6
.1
.3
.8
.0
.6
.1
.3
.7
.1
.3
.1
.5
.2
.6
.4
.3
.4
.4
.7
.2
.1
.8
.0
.6
.9
.5
.1
.1
.4
.2
.2
.8
.4
.7
.6
.1
.7
.4
.1
.5
.3
.1
.4
.2
.3
.5
.7
.1
.4
.5
.1
.2
.5
.1
.5
.2
.1
.5
.1
.2
0.00%GRADE
-4 .0
G R
A
0.00%GRADE
.0
G R
A
-4 .0
G R
A
.0
G R
A
-4 .0
G R
A
.4
.4
S
I
.4
.9
S
I
.4
.9
S
I
.4
.4
S
I
.4
.3
S
I
.4
.8
S
I
.4
.8
S
I
.4
.3
S
I
.4
.1
S
I
.4
.6
S
I
.4
A D
.4
P
V I
EXISTING AUXILIARY LOCK WALL
DOG-LEG WEIR
®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
ID10' 20'0
N
30' 60'0
30' 60'0
B. WITHIN THE WEIR CROSS SECTION AS SHOWN IN THE CIVIL DETAILS.
SECTIONS;
A. UNDER THE RIPRAP OF THE ROCK BLANKET AS SHOWN IN THE CROSS
ACCEPTABLE SITES OF PLACEMENT ARE:
EXCAVATED MATERIAL MUST BE PLACED WITHIN THE PROJECT FOOTPRINT. 3.
PROTECT IN PLACE THE EXISTING LOCK FEATURES.2.
ALL TRANSITIONS TO EXISTING GRADE AT 1V:3H UNLESS NOTED OTHERWISE.1.
5'
VARIES
5'
VARIES
5'
A N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
F
T Y
P
IC
A L
C R
O S
S S
E C
T
IO
N S
C-301
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:5
:1
A
M
/2 /2
L D
O
D
C -3
.d
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 3+37.10 TO D 4+70.00
F1
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 4+70.00 TO D 5+29.43
F11
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 5+29.43 TO D 7+40
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
®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
PLACEMENT OF EXCAVATED MATERIAL.
SEE SHEETS C-101 AND C-501 AND SPECIFICATIONS FOR ALLOWABLE 1.
GENERAL SHEET NOTES
20' 40'0
20' 40'0 20' 40'0
CL
EL. 639.45
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
DOG-LEG WEIR
RIPRAP;
EXISTING GRADE
THICKNESS VARIES
PLACED EXCAVATED MATERIAL;
ALLOWABLE LIMITS OF
ROCK BLANKET
MIN. 30" THICK RIPRAP;
EL. 631.00
EL. 638.45
LCP
D 4+00
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
CL
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
EL. 639.45
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
DOG-LEG WEIR
RIPRAP;
EXISTING GRADE
ROCK BLANKET
RIPRAP;
EL. 631.00
EL. 638.45
LCP
D 5+00
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
EL. 639.45
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
CL
DOG-LEG WEIR
RIPRAP;
EXISTING GRADE
EL. 638.45
LCP
D 6+00
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
20'
5'
20'
A N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
F
T Y
P
IC
A L
C R
O S
S S
E C
T
IO
N S
C-302
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:5
:5
A
M
/2 /2
L D
O
D
C -3
.d
TYPICAL CROSS SECTION - STA D 7+40 TO D 7+53.39
F1
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 7+53.39 TO D 7+83.46
F11
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 7+83.46 TO D 7+98
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
®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
ID20' 40'0
20' 40'0 20' 40'0
CL
EL. 639.45
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
DOG-LEG WEIR
RIPRAP;
EXISTING GRADE
EL. 638.45
LCP
EXISTING WEIR
D 7+45
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
CL
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
EL. 639.45
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
EXISTING GRADE
EL. 638.45
LCP
DOG-LEG WEIR
RIPRAP;
EXISTING WEIR
EL. 630.45
1V:
3H
SCOUR PROTECTION
MIN. 45" THICK RIPRAP;
D 7+60
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
EL. VARIES
1V:3H BELOW
EL. VARIES
SLOPE VARIES ABOVE
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
CL
EXISTING GRADE
EL. 638.45
LCP
1V:
3H
EL. VARIES
DOG-LEG WEIR
RIPRAP;
EXISTING WEIR
SCOUR PROTECTION
MIN. 45" THICK RIPRAP;
D 7+90
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
20'
5'
20'
M
IN
. 4
M
IN
A N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
F
T Y
P
IC
A L
C R
O S
S S
E C
T
IO
N S
C-303
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:5
:3
A
M
/2 /2
L D
O
D
C -3
.d
TYPICAL CROSS SECTION - STA D 7+98 TO D 8+00
F1
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 8+00 TO D 8+15.98
F11
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 8+15.98 TO D 8+25.98
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
®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
ID20' 40'0
20' 40'0 20' 40'0
CL
1V:3H BELOW
EL. VARIES
SLOPE VARIES ABOVE
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
DOG-LEG WEIR
RIPRAP;
EXISTING GRADE
EL. 638.45
LCP
EXISTING WEIR
1V:
3H
EL. VARIES
SCOUR PROTECTION
MIN. 45" THICK RIPRAP;
1V:
3H
SLOPE VARIES
EXCAVATION GRADE
D 7+99
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
EXISTING GRADE
EL. 638.45
LCP
CL
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
EL. VARIES
1V:
3H
EXCAVATION GRADE
SLOPE VARIES
EXISTING WEIR
DOG-LEG WEIR
RIPRAP;
SCOUR PROTECTION
MIN. 45" THICK RIPRAP;
D 8+05
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
CL
EXISTING GRADE
EL. 638.45
LCP
DOG-LEG WEIR NOTCH
RIPRAP;
EXISTING WEIR
D 8+20.98
EXCAVATION GRADE
1V:3H
1V:
3H
EL. 626.45
EL. 626.45
1V:3H
SLOPE VARIES
VARIES
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
M
IN
. 4
5'
20' 20'
5'
A N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
F
T Y
P
IC
A L
C R
O S
S S
E C
T
IO
N S
C-304
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:5
:0
A
M
/2 /2
L D
O
D
C -3
.d
TYPICAL CROSS SECTION - STA D 8+25.98 TO D 8+42
F1
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 8+42 TO D 8+44
F11
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 8+44 TO D 8+58.48
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
®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
ID20' 40'0
20' 40'0 20' 40'0
CL
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
DOG-LEG WEIR
RIPRAP;
EXISTING GRADE
EL. 638.45
LCP
EXISTING WEIR
1V:
3H
EL. VARIES
SCOUR PROTECTION
MIN. 45" THICK RIPRAP;
EXCAVATION GRADE
SLOPE VARIES
D 8+40
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
EXISTING GRADE
EL. 638.45
LCP
CL
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
EL. VARIES
1V:
3H
EXCAVATION GRADE
EXISTING WEIR
DOG-LEG WEIR
RIPRAP;
SCOUR PROTECTION
MIN. 45" THICK RIPRAP;
D 8+43
1V:3H
SLOPE VARIES
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
CL
EXISTING GRADE
EL. 638.45
LCP
1V:
3H
1V:3H BELOW
EL. VARIES
SLOPE VARIES ABOVE
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
D 8+50
SCOUR PROTECTION
MIN. 45" THICK RIPRAP;
DOG-LEG WEIR
RIPRAP;
EXISTING WEIR
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
20'
5'
20'
5'
M
IN
. 4
A N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
F
T Y
P
IC
A L
C R
O S
S S
E C
T
IO
N S
C-305
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:0
:2
A M
/2
/2
L D
O
D
C -3
.d
TYPICAL CROSS SECTION - STA D 8+58.48 TO D 9+20.39
F1
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 9+20.39 TO D 9+28
F11
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 9+28 TO D 9+42
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
®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
ID20' 40'0
20' 40'0 20' 40'0
CL
1V:3H BELOW
EL. VARIES
1V:4H ABOVE
1V:3H BELOW
EL. VARIES
1V:4H ABOVE
DOG-LEG WEIR
RIPRAP;
EXISTING GRADE
EL. 638.45
LCP
EXISTING WEIR
1V:
3H
EL. 630.45
SCOUR PROTECTION
MIN. 45" THICK RIPRAP;
D 9+00
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
EXISTING GRADE
EL. 638.45
LCP
EXCAVATION GRADE
EXISTING WEIR
SCOUR PROTECTION
MIN. 45" THICK RIPRAP;
EL. 630.45
1V:
3H
1V:3H BELOW
EL. VARIES
SLOPE VARIES ABOVESLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
CL
DOG-LEG WEIR
RIPRAP;
D 9+25
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
CL
EXISTING GRADE
EL. 638.45
LCP
1V:
3H
1V:3H BELOW
EL. VARIES
SLOPE VARIES ABOVESLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
SCOUR PROTECTION
MIN. 45" THICK RIPRAP;
DOG-LEG WEIR
RIPRAP;
EXISTING WEIR
EL. VARIES
EXCAVATION GRADE
1V:
3H
SLOPE VARIES
D 9+35
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
M
IN
. 4
M
IN
VARIES
A N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
F
T Y
P
IC
A L
C R
O S
S S
E C
T
IO
N S
C-306
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:0
:1
A M
/2
/2
L D
O
D
C -3
.d
TYPICAL CROSS SECTION - STA D 9+42 TO D 9+52.89
F1
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 9+52.89 TO D 9+62.89
F11
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 9+62.89 TO D 9+72
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
®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
ID20' 40'0
20' 40'0 20' 40'0
CL
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
DOG-LEG WEIR
RIPRAP;
EXISTING GRADE
EL. 638.45
LCP
EXISTING WEIR
1V:
3H
EL. VARIES
SCOUR PROTECTION
MIN. 45" THICK RIPRAP;
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
SLOPE VARIES
D 9+45
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
EXISTING GRADE
EL. 638.45
LCP
EXCAVATION GRADE
EXISTING WEIR
EL. 626.45
CL
DOG-LEG WEIR NOTCH
RIPRAP;
1V:3H 1V:3H
SLOPE VARIES
VARIES
D 9+57.89
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
CL
EXISTING GRADE
EL. 638.45
LCP
EXISTING WEIR
EXCAVATION GRADE
EL. VARIES EL. VARIES
D 9+65
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
5' 5'
A N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
F
T Y
P
IC
A L
C R
O S
S S
E C
T
IO
N S
C-307
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:0
:1
A M
/2
/2
L D
O
D
C -3
.d
TYPICAL CROSS SECTION - STA D 9+72 TO D 9+95.39
F1
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 9+95.39 TO D 10+20
F11
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 10+20 TO D 10+53.10
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
®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
ID20' 40'0
20' 40'0 20' 40'0
CL
1V:3H BELOW
EL. VARIES
1V:4H ABOVE DOG-LEG WEIR
RIPRAP;
EXISTING GRADE
EL. 638.45
LCP
EXISTING WEIR
1V:3H BELOW
EL. VARIES
1V:4H ABOVE
D 9+85
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
EXISTING GRADE
EL. 638.45
LCP
WIDTH VARIES
EXCAVATION GRADE;
EXISTING WEIR
EL. 626.45
DOG-LEG WEIR
RIPRAP;
1V :3H
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
CL
D 10+00
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
EXISTING GRADEEL. 638.45
LCP
EXISTING WEIR
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
CL
1V:3H BELOW
EL. 636.45
1V:4H ABOVE
DOG-LEG WEIR
RIPRAP;
D 10+50
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
N
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
F
T Y
P
IC
A L
C R
O S
S S
E C
T
IO
N S
C-308
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:0
:4
A M
/2
/2
L D
O
D
C -3
.d
TYPICAL CROSS SECTION - STA D 10+53.10 TO D 10+75
F1
SCALE: 1"=20'
TYPICAL CROSS SECTION - STA D 10+75 TO D 10+85.60
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
®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
ID20' 40'0
20' 40'0
CL
SLOPE VARIES BELOW
EL. VARIES
1V:4H ABOVE DOG-LEG WEIR
RIPRAP
EXISTING GRADEEL. 638.45
LCP
EXISTING WEIR
SLOPE VARIES BELOW
EL. VARIES
1V:4H ABOVE
D 10+70
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
560 560
580 580
600 600
620 620
640 640
660 660
EXISTING GRADE
EL. 638.45
LCP
EL. AND WIDTH VARIES
EXCAVATION GRADE;
EXISTING WEIR
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
SLOPE VARIES BELOW
EL. VARIES
SLOPE VARIES ABOVE
CL
D 10+80
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
560 560
580 580
600 600
620 620
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
F
T Y
P
IC
A L
C R
O S
S S
E C
T
IO
N S
C-309
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:1
:0
A M
/2
/2
L D
O
D
C -3
.d
TYPICAL CROSS SECTION - STA D 10+85.60 TO D 11+15.47
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
®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
ID20' 40'0
EXISTING GRADEEL. 638.45
LCP
EXISTING WEIR
DOG-LEG WEIR NOTCH
EL. 626.45 EL. 626.45
WIDTH VARIES
EXCAVATION GRADE;
CL
D 11+00
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
560 560
580 580
600 600
620 620
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
A D
.1
T
O D
C R
O S
S S
E C
T
IO
N S
C-310
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:1
:0
A M
/2
/2
L D
O
D
C -3
.d
SCALE: 1" = 20'
CROSS SECTIONS - STA D 3+37.10 TO D 4+30
DOG-LEG WEIR
LAUNCH ROCK
EXISTING GRADE
PLACED EXCAVATED MATERIAL
ALLOWABLE LIMITS OF
ROCK BLANKET
LAUNCH ROCK TO
TRANSITION FROM
ROCK BLANKET
PLACED EXCAVATED MATERIAL
ALLOWABLE LIMITS OF
ROCK BLANKET
PLACED EXCAVATED MATERIAL
ALLOWABLE LIMITS OF
ROCK BLANKET
PLACED EXCAVATED MATERIAL
ALLOWABLE LIMITS OF
ROCK BLANKET
EXISTING GRADE
EXISTING GRADE EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
DOG-LEG WEIR
DOG-LEG WEIR DOG-LEG WEIR
DOG-LEG WEIR
DOG-LEG WEIR
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
D 3+37.10
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
600 600
620 620
640 640
660 660
.4
(6
.4
.8
.4
.1
.5
.4
.5
.4
.5
.4
.5
.4
.5
.7
(6
.6
3:1
4:1 4:1
3:1
D 3+50
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
600 600
620 620
640 640
660 660
.3
(6
.4
.1
.3
.4
.5
.4
.5
.4
.5
.4
.5
.1
.3
3:1
4:1 4:1
3:1
.1
(6
.2
.7
(6
.2
.6
(6
.2
D 3+70
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
600 600
620 620
640 640
660 660
.3
(6
.5
.1
.5
.4
.5
.4
.5
.4
.5
.4
.5
.5
.8
(6
.0
.8
(6
.0
3:1
4:1 4:1
3:1
.8
(6
.5
.1
(6
.8
D 3+90
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
600 600
620 620
640 640
660 660
.3
(6
.5
.4
.5
.4
.5
.4
.5
.4
.5
.8
(6
.0
.1
(6
.0
.8
(6
.0
3:1
4:1 4:1
3:1
.7
(6
.5
.8
(6
.9
D 4+10
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.4
(6
.8
.4
.5
.4
.5
.4
.5
.4
.5
.0
(6
.0
3:1
4:1 4:1
3:1
.8
(6
.5
.8
(6
.0
.3
(6
.5
.8
(6
.0
D 4+30
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660) .9
.9
.4
.5
.4
.5
.4
.5
.4
.5
3:1
4:1 4:1
3:1
.8
(6
.0
.6
(6
.0
.9
(6
.5
.3
(6
.5
.0
(6
.0
®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
ID20' 40'0
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
A D
T
O D
C R
O S
S S
E C
T
IO
N S
C-311
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:1
:0
A M
/2
/2
L D
O
D
C -3
.d
CROSS SECTIONS - STA D 4+50 TO D 5+50
EXISTING GRADE
PLACED EXCAVATED MATERIAL
ALLOWABLE LIMITS OF
ROCK BLANKET
DOG-LEG WEIR
ROCK BLANKET
ROCK BLANKET
ROCK BLANKET
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
PLACED EXCAVATED MATERIAL
ALLOWABLE LIMITS OF
ROCK BLANKET
DOG-LEG WEIR
DOG-LEG WEIR DOG-LEG WEIR
DOG-LEG WEIR
DOG-LEG WEIR
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
D 4+50
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660) .8
.2
.4
.5
.4
.5
.4
.5
.4
.5
.8
.2
.0
(6
.0
3:1
4:1 4:1
3:1
.8
(6
.0
.3
(6
.5
.8
(6
.0
.1
(6
.5
D 4+70
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.4
.5
.4
.5
.4
.5
.4
.5
.8
(6
.6
3:1
4:1 4:1
3:1
.8
(6
.0
.3
(6
.5
.1
(6
.9
.3
(6
.0
.9
(6
.5
D 4+90
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.4
.5
.4
.5
.4
.5
.4
.5
.5
(6
.0
3:1
4:1 4:1
3:1
.8
(6
.0
.1
(6
.2
.4
(6
.0
D 5+10
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.4
.5
.4
.5
.4
.5
.4
.5
.5
(6
.7
3:1
4:1 4:1
3:1
.8
(6
.0
.8
(6
.0
.9
(6
.0
D 5+29.43
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.4
.5
.4
.5
.4
.5
.4
.5
.4
(6
.8
3:1
4:1 4:1
3:1
.8
(6
.0
.4
(6
.0
.4
(6
.1
D 5+50
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.1
(6
.2
.4
.5
.4
.5
.4
.5
.4
.5
.9
(6
.6
3:1
4:1 4:1
3:1
®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
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
A D
T
O D
C R
O S
S S
E C
T
IO
N S
C-312
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:1
:5
A M
/2
/2
L D
O
D
C -3
.d
CROSS SECTIONS - STA D 5+70 TO D 6+70
DOG-LEG WEIR
EXISTING GRADE
EXISTING WEIR
EXISTING WEIR
EXISTING WEIR
EXISTING WEIR
EXISTING WEIR
EXISTING WEIR
DOG-LEG WEIR
DOG-LEG WEIR DOG-LEG WEIR
DOG-LEG WEIR
DOG-LEG WEIR
EXISTING GRADE
EXISTING GRADE EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
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
D 5+70
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.4
(6
.4
.4
.5
.4
.5
.4
.5
.4
.5
.0
(6
.6
3:1
4:1 4:1
3:1
D 5+90
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.9
(6
.9
.4
.5
.4
.5
.4
.5
.4
.5
.9
(6
.3
3:1
4:1 4:1
3:1
D 6+10
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.5
.3
.5
.3
.4
.5
.4
.5
.4
.5
.4
.5
.3
(6
.5
3:1 4:1 4:1
3:1
D 6+30
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.5
(6
.4
.4
.5
.4
.5
.4
.5
.4
.5
.2
(6
.5
3:1 4:1 4:1
3:1
D 6+50
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.0
(6
.9
.4
.5
.4
.5
.4
.5
.4
.5
.4
(6
.4
3:1 4:1 4:1
3:1
D 6+70
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.9
(6
.2
.4
.5
.4
.5
.4
.5
.4
.5
.6
(6
.3
3:1 4:1 4:1
3:1
®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
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
A D
T
O D
C R
O S
S S
E C
T
IO
N S
C-313
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:2
:3
A M
/2
/2
L D
O
D
C -3
.d
CROSS SECTIONS - STA D 6+90 TO D 7+70
EXISTING GRADE DOG-LEG WEIR
EXISTING WEIR
SCOUR PROTECTION
EXISTING WEIR
EXISTING WEIR
EXISTING WEIR
EXISTING WEIR
EXISTING WEIR
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
SCOUR PROTECTION
EXISTING GRADE
DOG-LEG WEIR
DOG-LEG WEIR DOG-LEG WEIR
DOG-LEG WEIR
DOG-LEG WEIR
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
D 6+90
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.4
(6
.7
.4
.5
.4
.5
.4
.5
.4
.5
.3
(6
.1
3:1 4:1 4:1
3:1
D 7+10
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.9
(6
.6
.8
.2
.4
.5
.4
.5
.4
.5
.4
.5
.8
.2
3:1 4:1 4:1
3:1
D 7+30
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.4
.5
.4
.5
.4
.5
.4
.5
.7
(6
.7
3:1 4:1 4:1
3:1
.9
(6
.3
D 7+40
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.4
.5
.4
.5
.4
.5
.4
.5
.7
(6
.7
.4
.5
.4
.5
.4
.5
3:1
4:1 4:1
3:15 .6
(6
.3
D 7+53.39
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660) .8
.4
.4
.5
.4
.5
.4
.5
.4
.5
.4
.5
.8
.4
.4
.5
.4
.5
.4
.5
.4
.5
.4
.5
.8
.4
.6
.8
3:1
3:1
4:1 4:1
3:1
D 7+70
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.4
.5
.1
.2
.4
.5
.4
.5
.4
.5
.4
.5
.1
.2
.4
.5
.8
.2
3:1
3:1
4:1 4:1
3:1
®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
S I
D
A D
V E
R T
IS
E
M E
N T
L A
C R
E S
C E
N T
M
N
L O
C K
D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
D
A M
O
U T
D R
A F
T M
O D
IF
IC
A T
IO
N
W E
S B
A
M A
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
R M
C G
A R
V
A D
.4
T
O D
C R
O S
S S
E C
T
IO
N S
C-314
T K
O U
G H
R M
C G
A R
V
O
D C
-3 .d
K
O U
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
D S
P
D
:2
:0
A M
/2
/2
L D
O
D
C -3
.d
CROSS SECTIONS - STA D 7+83.46 TO D 8+10
EXISTING GRADE
SCOUR PROTECTION
DOG-LEG WEIREXISTING WEIR
EXCAVATION GRADE
EXISTING WEIR
EXISTING WEIR
EXISTING WEIR
EXISTING WEIR
EXISTING WEIR
SCOUR PROTECTION
SCOUR PROTECTION
SCOUR PROTECTION
SCOUR PROTECTION
SCOUR PROTECTION
EXCAVATION GRADE
EXCAVATION GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
DOG-LEG WEIR
DOG-LEG WEIR
DOG-LEG WEIR
DOG-LEG WEIR
DOG-LEG WEIR
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
D 7+83.46
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
580 580
600 600
620 620
640 640
660 660
.4
.5
.5
.4
.5
.4
.5
.4
.5
.4
.5
.1
.5
.4
.5
.4
.5
.4
.5
.4
.5
.4
.5
.4
.5
.2
.1
.2
.1
3:1
3:1
4:1 4:1
3:1
D 7+90
-140 -120…
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 .