DRAFT LD25 DS Guide Cell 65 percent Plans.pdf
PDF 46 MB Posted
- Attached to
- DOWNSTREAM GUIDE CELL FOR LOCK & DAM 25, NAVIGATION ECOSYSTEM SUSTAINABILITY PROJECT (NESP)
- Solicitation number
- W912P924S0690
About this file
This document is a Sources Sought Notice for the construction of a Downstream Guide Cell for Lock & Dam 25 as part of the Navigation Ecosystem Sustainability Project (NESP). The U.S. Army Corps of Engineers, St. Louis District is seeking interested and capable SAM-registered businesses to construct the approximately 50-foot diameter guide cell, which will be founded on drilled shafts and include cellular sheet piling, concrete, and steel armor. The anticipated contract value is between $10-25 million, with a 365-calendar day period of performance. The government is considering an Invitation for Bid (IFB) procurement method and is seeking industry feedback on the use of IFB, definitive responsibility criteria, and any constructability or biddability concerns. Responses to the Sources Sought are due by April 29, 2024, and shall include company information, capability statements, and opinions on the proposed acquisition approach.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| DRAFT LD25 DS Guide Cell 65 percent Specs.pdf |
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
APPROVAL RECOMMENDED BY:
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
SUBMITTED BY:
TECHNICAL LEAD, NESP LOCK AND DAM 25
APPROVED BY:
DIRECTOR, INLAND NAVIGATION DESIGN CENTER
THIS PROJECT WAS DESIGNED BY THE ST. LOUIS
DISTRICT, LOUISVILLE DISTRICT, ST. PAUL DISTRICT,
MEMPHIS DISTRICT, VICKSBURG DISTRICT, PITTSBURG
DISTRICT, PHILADELPHIA DISTRICT AND PORTLAND
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS IN
COORDINATION WITH THE INLAND NAVIGATION DESIGN
CENTER. THE INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF INDIVIDUALS
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY
ER 1110-1-8152.
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
INLAND NAVIGATION DESIGN CENTER
US Army Corps of Engineers ®
UPPER MISSISSIPPI RIVER
NAVIGATION ECOSYSTEM SUSTAINABILITY PROJECT (NESP)
LOCK AND DAM NO. 25
DOWNSTREAM GUIDE CELL
W912P9XXXXXXX
W912P9XXXXXXX
FEBRUARY 2024
65% DQC REVIEW
LOCK AND DAM NO. 25
IN
L A
N D
N A
V
IG
A T
IO
N
D E
S
IG
N C
E N
T E
R
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
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
IZ
E
SHEET ID
S T
L O
U
IS
D
IS
T R
IC
T
S
P R
U C
E S
T R
E E
T
S
L O
U
IS
M
IS
S
O U
R I
2 3 4 5 6 7 8 9 10 11 12 16151413 17 18 19 20
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E of Engineers US Army Corps
A
T R
/B C
O E
S R
E V
IE
W
U .S
A
R M
Y C
O R
P S
O F
N G
IN
E
E R
L O
U
IS
D
IS
T R
IC
T
/1
/2
:5
:3
P
M
C O
V E
R S
H E
E T
GI001
F E
B R
U A
R Y
W P
X
X X
X X
X X
B D
IR
K
S P
.E
T D
IE
C
K M
A N
N
T D
IE
C
K M
A N
N U
P P
E R
M
IS
S
IS
S
IP
P I R
IV
E
R N
A V
IG
A
T
IO
N E
C O
S Y
S T
E M
S U
S T
A
IN
A B
IL
IT
Y P
R O
J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
W P
X
X X
X X
X
1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9
SHEET REF NO. DESCRIPTION SHEET NO.
GENERAL
GI001 COVER SHEET 1
GI002 INDEX OF DRAWINGS 2
GI003 GENERAL ABBREVIATIONS 3
GC001 LOCATION AND VICINITY MAPS 4
GC002 VICINITY MAP AND LEGENDS 5
GC100 OVERALL CONTRACTOR WORK LIMITS 6
GC101 CONTRACTOR WORK LIMITS 7
GC102 CONTRACTOR WORK LIMITS 8
GC103 CONTRACTOR WORK LIMITS 9
GC104 CONTRACTOR WORK LIMITS 10
GC105 CONTRACTOR WORK LIMITS 11
SURVEY
VA101 AERIAL PHOTOGRAPH 12
VF101 CONTROL POINT LOCATION PLAN 13
VS 100 OVERALL EXISTING CONDITIONS 14
VS101 EXISTING CONDITIONS 15
VS 102 EXISTING CONDITIONS 16
VS 103 EXISTING CONDITIONS 17
VH601 ELEVATION DURATION PLOTS - MONTHLY AND QUARTERLY 18
VH602 ELEVATION DURATION AND FREQUENCY CURVES (1952-2022) 19
VH603 HYDROGRAPHS 1983 TO 1998 20
VH604 HYDROGRAPHS 1998 TO 2013 21
VH605 HYDROGRAPHS 2013 TO 2023 22
EXCAVATION AND SCOUR PROTECTION
CS100 OVERALL SITE PLAN 23
CS101 EXCAVATION SITE PLAN 24
CS102 CELL AND SCOUR PROTECTION SITE PLAN 25
CG201 PROFILE - EXCAVATION 26
CG301 CROSS SECTIONS - EXCAVATION 27
CG302 CROSS SECTIONS - EXCAVATION 28
CG401 TYPICAL SECTION - GUIDE CELL AND SCOUR PROTECTION 29
CORE BORINGS
B-001 SOIL AND ROCK LEGEND 30
B-101 BORING LOCATION PLAN 31
B-201 BORING LOGS 32
STRUCTURAL
S-001 GENERAL NOTES 33
S-101 DOWNSTREAM GUIDE CELL - PLAN AND ELEVATION 34
S-102 DOWNSTREAM GUIDE CELL - SECTIONS 35
S-103 SECTIONAL PLAN AND WALL ARMORING DETAILS 36
S-301 WALL ARMORING SECTIONS AND DETAILS 37
S-302 NAVIGATION LIGHT AND LADDER DETAILS 38
S-303 ROCK SOCKET DETAILS 39
ELECTRICAL
E-101 ELECTRICAL PLAN - SOLAR NAVIGATION LIGHT 40
E-501 ELECTRICAL DETAILS - SOLAR NAVIGATION LIGHT 41
B
© INDEX OF DRAWINGS
SCALE: NTS
10 11 12 13 14 15 16 17 18 19 20
US Army Corps of Engineers®
LU
CL
x"o C/5
COL! O
C/5 Q
LU□ ^
UJ
m a- Q C/5'
LU CO * ^
O om o o < c/5X
LU
LU
Z
CD H
Z O LU q:
CO
o
CO
CO
o C/5
CLQC
O o
QC<
C/5
CO
LU
LU _
OC QC l— —) CO g
LU CO
O CO
8>S2 a o
CM —I
CO
CD 3
CO 00
Q lii CO N "
CO <
O
CO
CL CO
OC DC
O LU O W
>; £; CO
O
_ CD X Z
< LU
CO
CO
J < Ui
OlO LU
> — CM O
a:
Q
CO CO oXQC LU
LU
O
SHEET ID
-q b 1— £0
"D c
CD
0) b
CO.
c* aCM LU O
CM
LU
LU
X
CO
IQ<o
CO
Q o
XJ
Q.
CM
O
CO
CM
O
CM O
P
CO
CQ
O =3 -♦—> Co
O "sf
- s
TO CJ
C ^ cnw ^M <u ^
° < m cn o v.
<- CNE CN
TO f—) O T- ■4—11 w cgo
Q I
CN
OCO
CM
O
CN
LO
CN
Q _icn
LU>
LU
cn co LUo o
CQ
vP0s
LO
CD
GI002
GENERAL ABBREVIATIONS:
PWR POWER
QTY QUANTITY
R, RAD RADIUS
R-8 RIVER WALL MONOLITH NO. 8
R/C RIVER CHAMBER
RA RETURN AIR
RECEP RECEPTACLE
REF REFERENCE
REINF REINFORCING
REQD REQUIRED
RMG RELATIVE MOVEMENT GROUP
RR RAILROAD
RT RIGHT, RADIOGRAPH TESTING
RW, R/W RIVER WALL
S SOUTH
SA SUPPLY AIR
SAN SANITARY
SCADA SUPERVISORY CONTROL & DATA ACQUISITION
SCH SCHEDULE
SDR STANDARD DIMENSION RATIO
SECT SECTION
SEL SELECT
SF SQUARE FOOT
SH, SHLD SHIELDED
SHT SHEET
SIM SIMILAR
SL SLOPE
SLS SEWAGE LIFT STATION
SMACNA SHEET METAL & AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION
SOL SOLENOID
SP SUMP PUMP
SPA SPACE, SPACING
SPD SURGE PROTECTIVE DEVICE
SPDT SINGLE POLE DOUBLE THROW
SPEC SPECIFICATION
SQ SQUARE
SR STATE ROAD
SS STAINLESS STEEL, SAFETY SWITCH
SSP SHEET PILE
SSPC STRUCTURAL STEEL PAINTING COUNCIL
ST STL STAINLESS STEEL
STA STATION
STD STANDARD
STG CTRS STAGGERED CENTERS
STIFF STIFFENER
STIR STIRRUP
STL STEEL
STR STRAIGHT, STRUCTURAL
STR STL STRUCTURAL STEEL
SV, SOL SOLENOID VALVE
SW SWITCH
SWP SERVICE WATER PUMP
SY SQUARE YARD
SYM SYMMETRICAL
T, XFMR TRANSFORMER
T/ TOP OF
TB TERMINAL BLOCK
TEMP TEMPORARY
TF TOF FACE, TRENCH FLOOR
TH THERMOSTAT
THK THICK
TM TILTMETER
TOC TOP OF CONCRETE
TOG TOP OF GRATING
TOR TOP OF ROCK
TOS TOP OF STEEL
TP TILT PLATE
TRANS TRANSVERSE
TS TRAFFIC SIGNAL
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR
TYP TYPICAL
U/S UPSTREAM
UFC UNIFIED FACILITIES CRITERIA
UH UNIT HEATER
UHMW-PE ULTRA-HIGH-MOLECULAR-WEIGHT POLYETHYLENE
UL UNDERWRITERS LABORATORIES
UNC UNIFIED NATIONAL COARSE
UNO UNLESS NOTED OTHERWISE
UP UPPER POOL
UPS UNINTERRUPTIBLE POWER SUPPLY
US UNITED STATES, UPSTREAM
USACE UNITED STATES ARMY CORPS OF ENGINEERS
USLW UPSTREAM LAND WALL
USMW UPSTREAM MIDDLE WALL
USRW UPSTREAM RIVER WALL
UT ULTRASONIC TESTING
V VOLTS
VAC VOLTS ALTERNATING CURRENT
VCP VITRIFIED CLAY PIPE
VDC VOLTS DIRECT CURRENT
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VOIP VOICE OVER INTERNET PROTOCOL
W WATTS, WIDTH, WATER, WEST
W WITH
W/OUT WITHOUT
WF WIDE FLANGE
WH WATER HEATER
WOF WELDED ON FEMALE INTERLOCK
WOM WELDED ON MALE INTERLOCK
WP WATERPROOF, WEATHERPROOF, WORKING POINT
WT WEIGHT, TEE SECTION
WWR WELDED WIRE REINFORCEMENT
YD YARD
YEL YELLOW
KA KILOAMP
KCMIL ONE THOUSAND CIRCULAR MILS
KSI KIPS PER SQUARE INCH
KVA KILOVOLT AMPS
KW KILOWATT
L ANGLE, LENGTH
L-8 LAND WALL MONOLITH NO. 8
L/C LAND CHAMBER
L/D LOCK AND DAM
LA LIGHTING ARRESTOR
LBS POUNDS
LC LIGHTING CONTRACTOR
LCD LIQUID CRYSTAL DIODE
LCY LATCHING CYLINDER
Ld DEVELOPMENT LENGTH
Ldh HOOK DEVELOPMENT LENGTH
LDT LINEAR DISPLACEMENT TRANSDUCER
LED LIGHT EMITTING DIODE CLUSTER LAMP
LF LINEAR FEET
LG LONG
LIN LINEAR
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LMC LATEX MODIFIED CONCRETE
LOC LOCATION
LP LOWER POOL, LOW POINT, LIGHTING PANELBOARD
LS LIMIT SWITCH
LSL LONG SLOTTED HOLE
LT LIGHT, LEFT
LTG LIGHTING
LW, L/W LAND WALL
M MOTOR, METER
M-8 MIDDLE WALL MONOLITH NO. 8
MATL MATERIAL
MAX MAXIMUM
MB/S MEGABYTE PER SECOND
MCC MOTOR CONTROL CENTER
MDS MAIN DISCONNECT SWITCH
MECH MECHANICAL
MFR MANUFACTURER
MH MANHOLE
MIL ONE THOUSANDTH OF AN INCH
MIN MINIMUM
MISC MISCELLANEOUS
MJ MONOLITH JOINT, MECHANICAL JOINT
MK MARK
MM MILLIMETER
MONO MONOLITH
MT MAGNETIC PARTICLE TESTING
MTD MOUNTED
MTL METAL
MTS MANUAL TRANSFER SWITCH
MW, M/W MIDDLE WALL
N NORTH, NITROGEN, NEUTRAL
N/A NOT APPLICABLE
NAVD NORTH AMERICAN VERTICAL DATUM
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NF NOT FUSED, NEAR FACE
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NGS NATIONAL GEODETIC SURVEY
NGVD NATIONAL GEODETIC VERTICAL DATUM
NIC NOT IN CONTRACT
NO NUMBER, NORMALLY OPEN
NOM NOMINAL
NPT NATIONAL PIPE THREAD
NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION
NS NEAR SIDE
NSRS NATIONAL SPATIAL REFERENCE SYSTEM
NTRL NEUTRAL
NTS NOT TO SCALE
O/O OUT TO OUT
OC ON CENTER
OD OUTSIDE DIAMETER
ODOP OHIO DEPARTMENT OF TRANSPORTATION
OF OUTSIDE FACE
OL OVERLOAD
OPG OPENING
OPP OPPOSITE
OPT OPTIONAL
ORG ORANGE
P POLE
PB PUSH BUTTON, PULL BOX
PBM PRIMARY BENCH MARK
PC PERSONAL COMPUTER, PIECE, PROTECTION CELL
PENNDOT PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
PF POWER FACTOR
PH PHASE
PJP PARTIAL JOINT PENETRATION
PL PLATE
PLC PROGRAMMABLE LOGIC CONTROLLER
PNL PANEL
POB POINT OF BEGIN
POE POINT OF END
POS POSITIVE
POT POTENTIOMETER
PP POWER PANELBOARD
PR PAIR
PS POWER SUPPLY
PSC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSM POWER SUPPLY MODULE
PT PRESSURE TRANSDUCER
PTZ PAN TILT ZOOM
PVC POINT OF VERTICAL CURVE, POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
DN DOWN
DP DEEP, DISTRIBUTION PANEL
DPDT DOUBLE POLE DOUBLE THROW
DPST DOUBLE POLE SINGLE THROW
DS, D/S DOWNSTREAM
DSLW DOWNSTREAM LAND WALL
DSMW DOWNSTREAM MIDDLE WALL
DSRW DOWNSTREAM RIVER WALL
DVR DIGITAL VIDEO RECORDER
DWG, DGWS DRAWING, DRAWINGS
DWP DEWATERING PUMP
E EAST
E-STOP EMERGENCY STOP
EA EACH
EF EACH FACE, EXHAUST FAN
EJ EXPANSION JOINT
EL, ELEV ELEVATION
ELB ELBOW
ELEC, ELECT ELECTRICAL
EM EMERGENCY, ENGINEERING MANUAL
EMB EMBEDED
EMT ELECTRICAL METAL TUBING
ENET ETHERNET
EOP EDGE OF PAVEMENT
EPDM ETHYLENE-PROPALENE-DIENE-MONOMER
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EST ESTIMATED
ESV EMPTYING SOLENOID VALVE
EV, E/V EMPTYING VALVE
EW EACH WAY
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F FUSE, DEGREES FAHRENHEIT
F'C 28 DAY COMPRESSION CONCRETE STRENGTH GIVEN IN PSI
F/F FACE TO FACE
FA FIRE ALARM
FB FUSE BOX
FCM FRACTURE CRITICAL MEMBER
FD FLOOR DRAIN
FF FAR FACE
FH FLAT HEAD
FIXT FIXTURE
FL FLOODLIGHT
FLG FLANGE
FLR FLOOR
FM FLOATING MOORING, FORCE MAIN
FMB FLOATING MOORING BITT
FO FIBER OPTIC
FRP FIBER REINFORCED POLYMER
FS FAR SIDE
FSV FILLING SOLENOID VALVE
FT FOOT, FEET
FU FUSE
FV, F/V FILLING VALVE
Fy YIELD STRENGTH
G, GRD GROUND
GA GOUGE
GAL GALLON
GALV GALVANIZED
GEN GENERATOR
GFE GOVERNMENT FURNISHED EQUIPMENT
GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFM GOVERNMENT FURNISHED MATERIAL
GFRP GLASS FIBER REINFORCED POLYMER
GPM GALLONS PER MINUTE
GR GRADE OF STEEL
GRS GALVANIZED RIGID STEEL
GTG GRATING
GV GATE VALVE
GWB GYPSUM WALL BOARD
H, HT HEIGHT
HC HEATER CONTRACTOR
HD HEAD, HIGH DEFINITION, HEAVY DUTY
HDG HOT DIP GALVANIZED
HDLS HEADLESS
HDPE HIGH DENSITY POLYETHYLENE
HEX HEXAGONAL
HH HANDHOLE
HID HIGH INTENSITY DISCHARGE
HK HOOK
HMI HUMAN MACHINE INTERFACE
HML HIGH MAST LIGHTING
HOA, H-O-A HIGH-OFF-AUTOMATIC
HORIZ HORIZONTAL
HP HORSEPOWER, HIGH POINT
HPS HIGH PRESSURE SODIUM
HPU HYDRAULIC POWER UNIT
HS HIGH STRENGTH
HSA HEADED STUD ANCHOR
HT HEATER
HVAC HEATING, VENTILATING & AIR CONDITIONING
HW HOT WATER
HZ HERTZ
I/O INPUT/OUTPUT
IC INCLINOMETER
ICP INTERLOCK CONTROL PANEL
ID INSIDE DIAMETER
IE INVERT ELEVATION
IF INSIDE FACE
IN INCH
INT INTERIOR
INV INVERT
IP INTERNET PROTOCOL
JP, J.BOX JUNCTION BOX
JT JOINT
K KIP (1 KIP = 1,000 LBS)
& AND
1P SINGLE POLE
2P DOUBLE POLE
3P THREE POLE
@ AT
A AMPERE
AASHTO AMERICAN ASSOC. OF STATE HIGHWAY & TRANSPORTATION
AB AIR BUBBLER
ABT ABOUT
AC AIR CONDITIONING, ALTERNATING CURRENT
ACCU AIR CONDENSING UNIT
ACE-IT ARMY CORPS OF ENGINEERS INFORMATION TECHNOLOGY
ACI AMERICAN CONCRETE INSTITUTE
AF AMP FRAME RATING
AFF ABOVE FINISHED FLOOR
AGA AMERICAN GAS ASSOCIATION
AHU AIR HANDLING UNIT
AIC AMPERE INTERRUPTING CAPACITY
AIEE AMERICAN INSTITUTE OF ELECTRICAL ENGINEERS
AISC AMERICAN SOCIETY OF STEEL & CONSTRUCTION
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
ASSY ASSEMBLY
ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS
AT AMP TRIP RATING
ATS AUTOMATIC TRANSFER SWITCH
AUX AUXILIARY
AVG AVERAGE
AW AIR WHISTLE
AWG AMERICAN WIRE GAGE
AWS AMERICAN WELDING SOCIETY
AWWA AMERICAN WATER WORKS ASSOCIATION
B TO B BACK TO BACK
B/ BOTTOM OF
BKR BREAKER
BL BASELINE
BLDG BUILDING
BLK BLACK
BLU BLUE
BM BEAM
BOT BOTTOM
BRG BEARING
BRN BROWN
BS BLACK STEEL
BSV BLOCKING SOLENOID VALVE
BT BENT
BTU BRITISH THERMAL UNITS
BYP BYPASS
C CONDUIT, DEGREES CELSIUS, CONDUCTOR
C'BORE COUNTERBORE
C/C CENTER TO CENTER
CA COMPRESSED AIR
CAB CABINET
CAD COMPUTER-AIDED DRAFTING
CAHU CONDENSING UNIT
CAM CAMERA
CAP CAPACITY
CAT CATALOG
CAT6 CATEGORY 6 CABLE
CB CIRCUIT BREAKER
CCTV CLOSED CIRCUIT TELEVISION
CD COFFERDAM
CFM CUBIC FEET PER MINUTE
CFRP CARBON REINFORCED POLYMER
CG CENTER OF GRAVITY
CI CAST IRON
CIP CAST-IN-PLACE, CAST IRON PIPE
CJ CONSTRUCTION JOINT
CJP COMPLETE JOINT PENETRATION
CJT CONTROL JOINT
CKT CIRCUIT
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
COAX COAXIAL
COMM COMMUNICATION
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
COR CONTRACTING OFFICER'S REPRESENTATIVE
COV COVERAGE
CPA CORNER PROTECTION TYPE A (HORIZONTAL)
CPB CORNER PROTECTION TYPE B (VERTICAL)
CPU CENTRAL PROCESSING UNIT
CR CONTROL RELAY
CS1, CS-1 CONTROL STATION NO. 1
CSK COUNTERSUNK
CTR, CTRS CENTER, CENTERS
CTRL CONTROL
CU FT, CU CUBIC FOOT
CU YD, CY CUBIC YARD
CW COLD WATER
CWL CONTRACTOR WORK LIMITS
CYL CYLINDER
DC DIRECT CURRENT
DEG DEGREE
DEMO DEMOLITION
DI DUCTILE IRON
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DISC SW, DS DISCONNECT SWITCH
DL DEAD LOAD
IN
L A
N D
N A
V
IG
A T
IO
N
D E
S
IG
N C
E N
T E
R
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
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
IZ
E
SHEET ID
S T
L O
U
IS
D
IS
T R
IC
T
S
P R
U C
E S
T R
E
L O
U
IS
M
IS
S
O U
R I
2 3 4 5 6 7 8 9 10 11 12 16151413 17 18 19 20
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E of Engineers US Army Corps
A
T R
/B C
O E
S R
E V
IE
W
U .S
A
R M
Y C
O R
P S
O F
G
IN
E
E R
L O
U
IS
D
IS
T R
IC
T
/1
/2
:5
:3
P
M
G E
N E
R A
L A
B B
R E
V
IA
T
IO
N S
GI003
F E
B R
U A
R Y
W P
X
X X
X X
X X
B D
IR
K
S P
.E
T D
IE
C
K M
A N
N
T D
IE
C
K M
A N
N U
P P
E R
M
IS
S
IS
S
IP
P I R
IV
E
R N
A V
IG
A
T
IO
N E
C O
S Y
S T
E M
S U
S T
A
IN
A B
IL
IT
Y P
R O
J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
W P
X
X X
X X
COUNTY
LINCOLN
H1
NTS
AREA MAP
PROJECT LOCATION
H13
NTS
VICINITY MAP
RIVERMILE 241.5
PROJECT LOCATION
A13
NTS
LOCATION MAP
SANDY SLOUGH BRIDGE
HWY 79
HWY N
MISSOURI
ILLINOIS
KENTUCKY
TENNESSEE
ARKANSAS
OKLAHOMA
KANSAS
NEBRASKA
IOWA
SANDY SLOUGH BRIDGE HAS A VEHICLE RATING OF HS-25.
VERIFY AND COMPLY WITH HIGHWAY AND BRIDGE LOADINGS.
2. THE CONTRACTOR WILL BE RESPONSIBLE TO
1. ACCESS VIA STATE HWY. 79 TO STATE HWY. N
NOTES:
ST. LOUIS
N
N
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
L O
C A
T
IO
N A
N D
V
IC
IN
IT
Y M
A P
GC001
U P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P .E
A N
S I
D
J A
N U
A R
Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
:2
:0
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-G C
S H
T .d g n
H7
SCALE: NTS
VICINITY MAP
NORTH
TRUE
NAVIGATION MARKER
INTERSTATE HIGHWAY
FLOW ARROW
CONTROL POINT, VERTICAL
HORIZONTAL AND VERTICAL
CONTROL POINT,
CONTROL POINT, HORIZONTAL
BORING LOCATION
BENCHMARK
WATER LEVEL, EXISTING
UTILITY POLE
US HIGHWAY
STATE HIGHWAY
SLOPE DIRECTION
RIVER MILE
OBSERVATION WELL
NORTH INDICATOR
GRANULAR SURFACE
WETLAND AREA
SAND AREA
CONCRETE, EXISTING -TO REMAIN
GROUT (SECTION VIEW)
AREA TO BE DEMOLISHED / REMOVED
STEEL (SECTION VIEW)
CONCRETE, NEW (SECTION VIEW)
LINETYPE LEGEND
HATCH PATTERN LEGEND
FLOW
BM
COMPACTED EARTH (SECTION VIEW)
SL
RIPRAP
NORTH
PLAN
14-CS101
SHEET ID
SHEET NUMBER WITHIN PLAN SET
SEQUENTIAL NUMBER
SHEET TYPE DESIGNATIONS
ELECTRICAL, CIVIL, ARCHITECTURAL, ETC)
DISCIPLINE (STRUCTURAL, MECHANICAL,
SHEET.
THE FINAL TWO PLACEHOLDERS ARE THE SEQUENTIAL NUMBER OF THE E.
FOLLOWS THE NATIONAL CAD STANDARDS.
THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR, WHICH D.
ENGINEERING DISCIPLINE BY WHOM THE SHEET WAS DEVELOPED.
THE SECOND PLACEHOLDER WITHIN THE SHEET NUMBER IS THE C.
PARTICULAR ATTENTION MUST BE PAID TO THE FEATURE CODE ID.
NUMBERS MAY BE DUPLICATED BETWEEN FEATURE CODE SET IDS, SO
WITH EACH PLACEHOLDER HAVING A SPECIFIC MEANING. NOTE - SHEET
EACH SHEET WITHIN THE PLAN SET WILL HAVE A UNIQUE SHEET NUMBER, B.
IN THE DRAWING PACKAGE.
THE FEATURE CODE INDICATES THE MAJOR COMPONENT OF WORK DETAILED A.
SHEET ID BLOCK CONTAINS THE FOLLOWING INFORMATION:
FOCUS ON THE FEATURE CODE IN THE SHEET ID OF EACH SHEET. THE
IN ORDER TO NAVIGATE THE DRAWING SET, THE CONTRACTOR SHOULD 3.
IN THE PROJECT, WITH SUBCOMPONENT SHEETS UNDER EACH PLAN SET.
THE DRAWING SET IS DIVIDED INTO PLAN SETS ASSOCIATED WITH FEATURES 2.
CONTRACTOR TO MORE EASILY NAVIGATE THROUGH THE PLAN SETS.
DESCRIPTIVE OVERVIEW OF THE DRAWING PACKAGE THAT WILL ALLOW THE
DRAWING PACKAGE. THE INTENT OF THIS INFORMATION IS TO PROVIDE A
THE INFORMATION BELOW EXPLAINS THE GENERAL LAYOUT OF THE 1.
DRAWING SET LAYOUT
SYMBOL LEGEND
FEATURE CODE - NOT USED
SIGN
WETLAND
BREAKLINE
CENTER LINE
COMMUNICATION, OVERHEAD
COMPRESSED AIR
CONSTRUCTION CONTRACT LIMITS
POWER, OVERHEAD
PROPERTY LINE
RIGHT OF WAY
SHEET PILE
WATER LEVEL LINE
NORTH
PLAN
EXISTING AND NEW RIPRAP
EXISTING BATHYMETRIC CONTOURS
GENERAL SHEET NOTES
AT LEAST SIX (6) INCHES IN HEIGHT AND SIGNS MUST BE ILLUMINATED.
SIGNAGE PRIOR TO UNDERWATER CONSTRUCTION. ALL LETTERS MUST BE
CONTRACTOR WILL PLACE TEMPORARY "NO MOORING OR ANCHORING" 13.
HYDROGRAPHS CAN BE OBTAINED FROM HTTP://RIVERGAGES.COM
STORED IN THE POOL AND A CORRESPONDING TAILWATER DROP AFFECTED.
LOCK AND DAM 25 CANNOT BE REGULATED SUCH THAT THE WATER IS 12.
CONSTRUCTION PERIOD EXCEPT AS NOTED IN THE SPECIFICATIONS.
THE LOCK AND DAM WILL REMAIN IN OPERATION DURING THE 11.
THE LOCKMASTER.
QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY
USERS FOR LOCKAGE THROUGH THE LOCKS. OBSERVATION OF NORMAL
THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY 10.
DAYLIGHT HOURS WILL BE PROVIDED BY THE CONTRACTOR.
CONTRACTOR. TEMPORARY CONSTRUCTION LIGHTING DURING NON-
(CRANE, FLOATING PLANT) WILL NOT BE MADE AVAILABLE TO THE
GOVERNMENT UTILITIES (INCLUDING WATER, FUEL, ETC.) AND EQUIPMENT 9.
THE STAGING AREAS TO THEIR PRE-CONSTRUCTION CONDITION.
STAGING AREA USE, THE CONTRACTOR IS RESPONSIBLE FOR RETURNING
PERSONNEL WILL BE MAINTAINED AT ALL TIMES. UPON COMPLETION OF
CONTRACTOR'S RESPONSIBILITY. ACCESS TO THE LOCK FACILITIES FOR L&D
WITHIN EXISTING PUBLIC AREAS. SECURITY OF THESE AREAS WILL BE THE
STORAGE AREAS WILL BE AT THE AREAS IDENTIFIED ON THE PLANS LOCATED
STAGING IS IDENTIFIED ON SHEET GC101. THE CONTRACTOR'S OFFICES AND 8.
RESTRICTIONS.
REFER TO SPECIFICATIONS SECTION 01 11 30 FOR ENVIRONMENTAL 7.
PRIOR TO ANY WORK STARTING.
BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER
THE LAYOUT OF THE PROJECT FEATURES AS SHOWN WILL BE FIELD STAKED 6.
OF WAY AND FLOATING PLANT.
ACCESS TO CONSTRUCTION WORK LIMITS IS VIA PUBLIC STREETS AND RIGHT 5.
VERTICAL DATUM OF 1929, (NGVD 29).
HISTORIC REFERENCE PLAN DOCUMENTS ARE IN NATIONAL GEODETIC 4.
DATUM OF 1988, (NAVD 88).
NOTED OTHERWISE, ARE REFERENCED TO NORTH AMERICAN VERTICAL
ALL PLANS AND ELEVATIONS SHOWN, EXCEPT FOR THOSE SPECIFICALLY 3.
DATUM OF 1983 (NAD 83), US SURVEY FEET
HORIZONTAL DATUM: MISSOURI EAST (2401) STATE PLANE, NORTH AMERICAN 2.
MISSISSIPPI RIVER AT RIVER MILE 241.4.
THE PROJECT IS LOCATED IN WINFIELD, MO IN LINCOLN COUNTY ON THE 1.
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
V
IC
IN
IT
Y M
A P
A N
D L
E G
E N
D
GC002
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P .E
A N
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
:2
:0
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-G C
S H
T .d g n
LANDING
FERRY
A1
SCALE: 1"=200'
OVERALL CONTRACTOR WORK LIMITS
CONTRACTOR WORK LIMITS
SEE HYDROGRAPHS FOR DETAILED STAGE DURATION.
TIME OF THE YEAR AND DURATION CAN VARY.
CONDITIONS. THESE FLOOD EVENTS CAN OCCUR AT ANY
6. STAGING AREAS COULD BE SUBJECT TO FLOODING
PROTECTED UNLESS OTHERWISE NOTED.
5. WETLANDS WITHIN CONTRACTOR WORK LIMITS SHALL BE
OPERATIONS PERSONNEL.
COORDINATED WITH THE CONTRACTING OFFICER AND
4. CONSTRUCTION BARGE TRAFFIC SHALL BE REGULARLY
WITHIN THE NAVIGATION CHANNEL WITHOUT PRIOR APPROVAL.
OF THE CELL BASELINE. NO BARGES SHALL BE STAGED
3. A FLOATING PLANT MAY BE PLACED ALONG THE LANDSIDE
ARE NOT BLOCKED.
PARKING AREAS SO THAT ACCESS TO THE LOCK FACILITIES
2. THE CONTRACTOR WILL OCCUPY THE STAGING AND
COORDINATE THE EXACT LOCATIONS WITH THE COR.
PARKING AREAS AS INDICATED. THE CONTRACTOR WILL
1. GOVERNMENT AND CONTRACTOR STAGING, TRAILER AND
NAVIGATION CHANNEL SAILING LINE
GENERAL SHEET NOTES
LEGEND
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
GC101 GC102 GC103
S A
N D
Y S
L O
U G
H R
D
PI
LL
SBURY
RD.
SANDY SLOUGH
RIVER
MISSISSIPPI
FLOW
GC104
GC105
DREDGE DISPOSAL AREA
O V
E R
A L
L C
O N
T R
A C
T O
R W
O R
K L
IM
IT
A T
R /B
C O
E S
R E
V
IE
W
GC100
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P .E
A N
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
400'0 200'
PLAN
:2
:3
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-G C
S H
T .d
SCALE: 1"=40'
CONTRACTOR WORK LIMITS
P O
B
S
A
.0
STAGING
AREA
ACCESS ROUTE
EXISTING GRAVEL ROAD
765,874.27 E
1,154,732.77 N
765,919.96 E
1,154,660.25 N
765,807.76 E
1,154,589.70 N
765,859.39 E
1,154,572.61 N
765,871.80 E
1,154,459.08 N
765,823.97 E
1,154,550.52 N
765,832.33 E
1,154,443.33 N
766,075.06 E
1,154,170.58 N
765,762.07 E
1,154,662.23 N
CL DOWNSTREAM CELL
NAVIGATION CHANNEL SAILING LINE
EXISTING GRAVEL AREA
440' 440'
445'
445'
440'
435'
435'
445' 445'
445'445'
440' 440'
0'
440'
435'
435'435'
430'
430'
430'
440'
440'
435'
430'
430'
425'
425' 425'
425'
CP
AC
UU
UU
U
U
U
U U
U
UU
UU
U
U
U
U
CI CI
U
U
U
CI
U
CI
U
D D
U
CI
U
U UU
U UUUCO
CO
CM-02
M-128 M-131M-119M-111
CONTRACTOR WORK LIMITS
IMPROVED AS NEEDED FOR MATERIAL OFF LOADING.
5. ACCESS VIA FERRY LANDING SHALL BE VERIFIED AND
ALLOW RIVER TRAFFIC TO PASS THE LOCK.
ANOTHER LOCK CLOSURE IS PERMITTED IN ORDER TO
CONTRACTOR SHALL WAIT AT LEAST 24 HOURS UNTIL
12 HOUR CONTINUOUS LOCK CLOSURE PERIOD. THE
4. IN GENERAL, THE CONTRACTOR WIIL BE PERMITTED A
REQUIREMENTS FOR LOCK CLOSURE PERIOD REQUIREMENTS.
SEE SEPCIFICATION SECTION 00 08 00 SPECIAL CONTRACT
EXCEPT FOR APPROVED LOCK CLOSURE PERIODS.
THE LOCK WILL BE CONTINUOUSLY OPEN TO RIVER TRAFFIC
3. DURING THE PERIOD OF THIS CONSTRUCTION CONTRACT,
SECTION 01 15 00 TEMPORARY CONSTRUCTION FACILITIES.
2. CONTRACTOR TO PROVIDE TEMPORARY FACILITIES PER
PRIOR TO STARTING ANY WORK.
1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES
EXCAVATED. TO ELEV. 420. SEE PHOTO THIS SHEET.
5. AREA HAS BEEN CLEARED AND GRUBBED AND
SEE NOTES 3 AND 4 ABOVE.
ALLOWED INTERMITTENTLY AND WITH PRIOR APPROVAL.
4. WORK LIMITS WITHIN THE NAVIGATION CHANNEL IS ONLY
3. EXISTING FERRY LANDING ACCESS. SEE NOTE 5.
2. ACCESS ROUTE HAS EXISTING GRAVEL SURFACE TO REMAIN.
444.0 NAVD88.
SURFACE TO REMAIN. FILL ELEVATION IS APPROXIMATELY
AREA. STAGING AREA HAS EXISTING FILL AND GRAVEL
1. STAGING AREA ACCESSIBLE FROM THE EXISTING PARKING
MISSISSIPPI
RIVER
FLOW
GENERAL SHEET NOTES
LEGEND
KEYNOTES
SAILING LINE
600' LOCK NAVIGATION CHANNEL
ELEV. 418.6
MIN. TAILWATER
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
C O
N T
R A
C T
O R
W O
R K
L
IM
GC101
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P .E
A N
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
PLAN
M A
T C
H L
IN
E
S E
E S
H E
E T
G C
40' 80'0
:2
:4
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-G C
S H
T .d
CONTRACTOR WORK LIMITS
ACCESS ROUTE
EXISTING GRAVEL ROAD
GRAVEL ROAD
END EXISTING
766,278.93 E
1,153,900.86 N
766,239.97 E
1,153,868.87 N
CL DOWNSTREAM CELL
NAVIGATION CHANNEL SAILING LINE
766,761.09 E
1,153,241.36 N
766,594.04 E
1,153,815.16 N
440'
435'
430'
0'
445'
430'
425'
425'
425'
425'
U
U U U
U
U
UU
CM-51
CONTRACTOR WORK LIMITS
IMPROVED AS NEEDED FOR MATERIAL OFF LOADING.
5. ACCESS VIA FERRY LANDING SHALL BE VERIFIED AND
ALLOW RIVER TRAFFIC TO PASS THE LOCK.
ANOTHER LOCK CLOSURE IS PERMITTED IN ORDER TO
CONTRACTOR SHALL WAIT AT LEAST 24 HOURS UNTIL
12 HOUR CONTINUOUS LOCK CLOSURE PERIOD. THE
4. IN GENERAL, THE CONTRACTOR WIIL BE PERMITTED A
REQUIREMENTS FOR LOCK CLOSURE PERIOD REQUIREMENTS.
SEE SEPCIFICATION SECTION 00 08 00 SPECIAL CONTRACT
EXCEPT FOR APPROVED LOCK CLOSURE PERIODS.
THE LOCK WILL BE CONTINUOUSLY OPEN TO RIVER TRAFFIC
3. DURING THE PERIOD OF THIS CONSTRUCTION CONTRACT,
SECTION 01 15 00 TEMPORARY CONSTRUCTION FACILITIES.
2. CONTRACTOR TO PROVIDE TEMPORARY FACILITIES PER
PRIOR TO STARTING ANY WORK.
1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES
EXCAVATED. TO ELEV. 420. SEE PHOTO THIS SHEET.
5. AREA HAS BEEN CLEARED AND GRUBBED AND
SEE NOTES 3 AND 4 ABOVE.
ALLOWED INTERMITTENTLY AND WITH PRIOR APPROVAL.
4. WORK LIMITS WITHIN THE NAVIGATION CHANNEL IS ONLY
3. EXISTING FERRY LANDING ACCESS. SEE NOTE 5.
2. ACCESS ROUTE HAS EXISTING GRAVEL SURFACE TO REMAIN.
444.0 NAVD88.
SURFACE TO REMAIN. FILL ELEVATION IS APPROXIMATELY
AREA. STAGING AREA HAS EXISTING FILL AND GRAVEL
1. STAGING AREA ACCESSIBLE FROM THE EXISTING PARKING
MISSISSIPPI
RIVER
FLOW
GENERAL SHEET NOTES
LEGEND
KEYNOTES
SAILING LINE
600' LOCK NAVIGATION CHANNEL
ELEV. 418.6
MIN. TAILWATER
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
C O
N T
R A
C T
O R
W O
R K
L
IM
A T
R /B
C O
E S
R E
V
GC102
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P .E
A N
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
40' 80'0
M A
T C
H L
IN
E
S E
E S
H E
E T
G C
M A
T C
H L
IN
E
S E
E S
H E
E T
G C
:2
:5
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-G C
S H
T .d
CONTRACTOR WORK LIMITS
766,968.60 E
1,153,204.56 N
CL DOWNSTREAM CELL
767,303.54 E
1,152,689.72 N
NAVIGATION CHANNEL SAILING LINE
767,106.44 E
1,152,551.95 N
766,688.52 E
1,153,254.92 N
766,933.99 E
1,152,675.76 N 430'
430'
430'
CONTRACTOR WORK LIMITS
IMPROVED AS NEEDED FOR MATERIAL OFF LOADING.
5. ACCESS VIA FERRY LANDING SHALL BE VERIFIED AND
ALLOW RIVER TRAFFIC TO PASS THE LOCK.
ANOTHER LOCK CLOSURE IS PERMITTED IN ORDER TO
CONTRACTOR SHALL WAIT AT LEAST 24 HOURS UNTIL
12 HOUR CONTINUOUS LOCK CLOSURE PERIOD. THE
4. IN GENERAL, THE CONTRACTOR WIIL BE PERMITTED A
REQUIREMENTS FOR LOCK CLOSURE PERIOD REQUIREMENTS.
SEE SEPCIFICATION SECTION 00 08 00 SPECIAL CONTRACT
EXCEPT FOR APPROVED LOCK CLOSURE PERIODS.
THE LOCK WILL BE CONTINUOUSLY OPEN TO RIVER TRAFFIC
3. DURING THE PERIOD OF THIS CONSTRUCTION CONTRACT,
SECTION 01 15 00 TEMPORARY CONSTRUCTION FACILITIES.
2. CONTRACTOR TO PROVIDE TEMPORARY FACILITIES PER
PRIOR TO STARTING ANY WORK.
1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES
EXCAVATED. TO ELEV. 420. SEE PHOTO THIS SHEET.
5. AREA HAS BEEN CLEARED AND GRUBBED AND
SEE NOTES 3 AND 4 ABOVE.
ALLOWED INTERMITTENTLY AND WITH PRIOR APPROVAL.
4. WORK LIMITS WITHIN THE NAVIGATION CHANNEL IS ONLY
3. EXISTING FERRY LANDING ACCESS. SEE NOTE 5.
2. ACCESS ROUTE HAS EXISTING GRAVEL SURFACE TO REMAIN.
444.0 NAVD88.
SURFACE TO REMAIN. FILL ELEVATION IS APPROXIMATELY
AREA. STAGING AREA HAS EXISTING FILL AND GRAVEL
1. STAGING AREA ACCESSIBLE FROM THE EXISTING PARKING
MISSISSIPPI
RIVER
FLOW
ELEV. 418.6
MIN. LOW WATER
ELEV. 418.6
MIN. LOW WATER
GENERAL SHEET NOTES
LEGEND
KEYNOTES
SAILING LINE
600' LOCK NAVIGATION CHANNEL
ELEV. 418.6
MIN. TAILWATER
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
C O
N T
R A
C T
O R
W O
R K
L
IM
A T
R /B
C O
E S
R E
V
GC103
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P .E
A N
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
40' 80'0
M A
T C
H L
IN
E
S E
E S
H E
E T
G C
:2
:0
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-G C
S H
T .d g n
M A
T C
H L
IN
E
S E
E S
H E
E T
G C
ELEVATED LPG TANK
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
/0
/2
/0
/2
A1
SCALE: 1"=40'
CONTRACTOR WORK LIMITS
P O
E
S
.0
CL DOWNSTREAM CELL
767,359.45 E
1,152,175.77 N
767,287.37 E
1,152,127.31 N
767,249.25 E
1,151,973.22 N
767,157.07 E
1,152,005.88 N
767,025.80 E
1,152,071.92 N
767,109.60 E
1,152,252.61 N
430'
0'
0'
5'
C P
CONTRACTOR WORK LIMITS
IMPROVED AS NEEDED FOR MATERIAL OFF LOADING.
5. ACCESS VIA FERRY LANDING SHALL BE VERIFIED AND
ALLOW RIVER TRAFFIC TO PASS THE LOCK.
ANOTHER LOCK CLOSURE IS PERMITTED IN ORDER TO
CONTRACTOR SHALL WAIT AT LEAST 24 HOURS UNTIL
12 HOUR CONTINUOUS LOCK CLOSURE PERIOD. THE
4. IN GENERAL, THE CONTRACTOR WIIL BE PERMITTED A
REQUIREMENTS FOR LOCK CLOSURE PERIOD REQUIREMENTS.
SEE SEPCIFICATION SECTION 00 08 00 SPECIAL CONTRACT
EXCEPT FOR APPROVED LOCK CLOSURE PERIODS.
THE LOCK WILL BE CONTINUOUSLY OPEN TO RIVER TRAFFIC
3. DURING THE PERIOD OF THIS CONSTRUCTION CONTRACT,
SECTION 01 15 00 TEMPORARY CONSTRUCTION FACILITIES.
2. CONTRACTOR TO PROVIDE TEMPORARY FACILITIES PER
PRIOR TO STARTING ANY WORK.
1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES
EXCAVATED. TO ELEV. 420. SEE PHOTO THIS SHEET.
5. AREA HAS BEEN CLEARED AND GRUBBED AND
SEE NOTES 3 AND 4 ABOVE.
ALLOWED INTERMITTENTLY AND WITH PRIOR APPROVAL.
4. WORK LIMITS WITHIN THE NAVIGATION CHANNEL IS ONLY
3. EXISTING FERRY LANDING ACCESS. SEE NOTE 5.
2. ACCESS ROUTE HAS EXISTING GRAVEL SURFACE TO REMAIN.
444.0 NAVD88.
SURFACE TO REMAIN. FILL ELEVATION IS APPROXIMATELY
AREA. STAGING AREA HAS EXISTING FILL AND GRAVEL
1. STAGING AREA ACCESSIBLE FROM THE EXISTING PARKING
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
GENERAL SHEET NOTES
LEGEND
KEYNOTES
SAILING LINE
600' LOCK NAVIGATION CHANNEL
ELEV. 418.6
MIN. TAILWATER
C O
N T
R A
C T
O R
W O
R K
L
IM
GC104
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P .E
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-G C
S H
T .d g n
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
:2
:0
A M
/2
/2
40' 80'0
M A
T C
H L
IN
E
S E
E S
H E
E T
G C
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
/0
/2
/0
/2
A1
SCALE: 1"=40'
CONTRACTOR WORK LIMITS
768,095.23 E
1,153,297.19 N
767,826.77 E
1,153,127.33 N 767,395.92 E
1,153,828.10 N
767,659.94 E
1,153,993.83 N
DISPOSAL AREA
CONTRACTOR WORK LIMITS
IMPROVED AS NEEDED FOR MATERIAL OFF LOADING.
5. ACCESS VIA FERRY LANDING SHALL BE VERIFIED AND
ALLOW RIVER TRAFFIC TO PASS THE LOCK.
ANOTHER LOCK CLOSURE IS PERMITTED IN ORDER TO
CONTRACTOR SHALL WAIT AT LEAST 24 HOURS UNTIL
12 HOUR CONTINUOUS LOCK CLOSURE PERIOD. THE
4. IN GENERAL, THE CONTRACTOR WIIL BE PERMITTED A
REQUIREMENTS FOR LOCK CLOSURE PERIOD REQUIREMENTS.
SEE SEPCIFICATION SECTION 00 08 00 SPECIAL CONTRACT
EXCEPT FOR APPROVED LOCK CLOSURE PERIODS.
THE LOCK WILL BE CONTINUOUSLY OPEN TO RIVER TRAFFIC
3. DURING THE PERIOD OF THIS CONSTRUCTION CONTRACT,
SECTION 01 15 00 TEMPORARY CONSTRUCTION FACILITIES.
2. CONTRACTOR TO PROVIDE TEMPORARY FACILITIES PER
PRIOR TO STARTING ANY WORK.
1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES
EXCAVATED. TO ELEV. 420. SEE PHOTO THIS SHEET.
5. AREA HAS BEEN CLEARED AND GRUBBED AND
SEE NOTES 3 AND 4 ABOVE.
ALLOWED INTERMITTENTLY AND WITH PRIOR APPROVAL.
4. WORK LIMITS WITHIN THE NAVIGATION CHANNEL IS ONLY
3. EXISTING FERRY LANDING ACCESS. SEE NOTE 5.
2. ACCESS ROUTE HAS EXISTING GRAVEL SURFACE TO REMAIN.
444.0 NAVD88.
SURFACE TO REMAIN. FILL ELEVATION IS APPROXIMATELY
AREA. STAGING AREA HAS EXISTING FILL AND GRAVEL
1. STAGING AREA ACCESSIBLE FROM THE EXISTING PARKING
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
GENERAL SHEET NOTES
LEGEND
KEYNOTES
SAILING LINE
600' LOCK NAVIGATION CHANNEL
ELEV. 418.6
MIN. TAILWATER
C O
N T
R A
C T
O R
W O
R K
L
IM
GC105
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P .E
A N
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-G C
S H
T .d g n
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
:2
:1
A M
/2
/2
40' 80'0
SCALE: 1"=100'
AERIAL PHOTOGRAPH
CL DOWNSTREAM CELL
DOWNSTREAM CELL
MISSISSIPPI
RIVER
FLOW
FUTURE 1200' LOCK
FUTURE GUARDWALL
P O
B
S
.0
200'
.5
CL DOWNSTREAM CELL
SAILING LINE
NAVIGATION CHANNEL
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
GENERAL SHEET NOTES
1. DATE OF AERIAL PHOTOGRAPH OCTOBER 2021.
A E
R
IA
L P
H O
T O
G R
A P
H
A T
R /B
C O
E S
R E
V
VA101
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
100' 200'0
:2
:3
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-V A
S H
T .d
SCALE: 1"=150'
CONTROL POINT LOCATION PLAN
CM-51
CM-02
M-131
M-128
M-119
M-111
CM-03
M
IS
S
IS
S
IP
P I
R
IV
E
RF
L O
W
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
GENERAL SHEET NOTES
LEGEND
IN THE PLANS.
OF ANY DISCREPENCIES FROM THE INFORMATION PROVIDED
VERIFY THE EXISTING CONTROL AND INFORM THE COR
4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR MUST
DISTURBED BY CONSTRUCTION OPERATIONS.
CONTRACTOR IS RESPONSIBLE TO REPLACE ANY CONTROL
CONTROL CAUSED BY CONSTRUCTION ACTIVITIES. THE
REPRESENTATIVE ANY DISTURBANCE TO THE EXISTING
AND REPORT TO THE CONTRACTING OFFICER
THE EXISTING CONTROL POINTS DURING CONSTRUCTION,
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT
ORIGINAL PROJECT SURVEY AND THE PROJECT DESIGN.
THESE SAME POINTS WERE USED TO DEVELOP THE
INDICATED IN THE PLANS FOR CONTROL OF CONSTRUCTION.
2. THE CONTRACTOR SHALL USE THE CONTROL POINTS
VERTICAL - NAVD 88.
US SURVEY FOOT.
HORIZONTAL - MISSOURI EAST ZONE, NAD83/2011
1. SURVEY DATUM:
CONTROL POINT LOCATION
C O
N T
R O
L P
O
IN
T L
O C
A T
IO
N
P L
A T
R /B
C O
E S
R E
V
VF101
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
150' 300'0
:2
:0
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-V S
S H
T .d
SCALE: 1"=200'
OVERALL EXISTING CONDITIONS
440'
435'
440' 440'
445'
445'
440'
435'
435'
445' 445'
445' 445'
440' 440'
0'
440'
435'
435' 435'
430'
430'
430'
440'
440'
440'
435'
435'
430'
430'
0'
445'
430'
425'
430'
425'
425'
425'
425'
430'
425'
425'
425'
425'
430'
430'
430'
430'
430'
0'
430'
430'
440'
440'
440'
440'
435'
435'
435'
435'
'4
435'
435'
430'
5'
5' 4
5'
430'
0'
0'
435'
435'
0'
0'
440'
0'
0'
0'
5'
440'
435'
5'
435'
430'
0'
430'
430'
435'
430'
0'
0'
5'
435'
430' 4
0'
5'
0'
430'
0'
0'
430'
430'
430'
440'
0'
0'
0'
440'
440'
5'
5'
435'
430'
FFE = 444.4
440'
440'
440'
440'
440'
0'
430'
EL. 420.0
EL. 420.0
EL. 420.0
EL. 420.0
EL. 420.0
EP
WELL
WI
WI
WI
WI
E
C
CO
CI
W W W
W
W
W
W
WELL
WELL
CM-02
CM-51
M-128 M-131M-119M-111
CP
CP
C P
CP
CP
E
CPE
CP
COUUU
U
CI
D
CP
CO
CICI
D
CI CI
U
U
UU
CO
U U
U
U
UU
U
U
U
U
UU
U
U
U
U U
U
U
U U
U
U
U
U
U
CP
U
U
CP
U
UU
U
U
AC
P O
E
S
.0
N
,1
,4
.2
E
,3
.3
VS103
VS101 VS102RIVER
MISSISSIPPI
FLOW
GENERAL SHEET NOTES
LEGEND
WETLANDS
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
O V
E R
A L
L E
X
IS
T
IN
G C
O N
D
IT
IO
A T
R /B
C O
E S
R E
V
VS100
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
400'0 200'
PLAN
:2
:0
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-V S
S H
T .d
SCALE: 1"=50'
EXISTING CONDITIONS
445'
445'
440'
0'
440'
435'
435'
430'
430'
440'
440'
440'
435'
435'
430' 430'
0'
445'
425' 425'
425'
430'
425' 425'
425'
EL. 420.0
EL. 420.0
EL. 420.0
410'
5'
405'
405'
405'
415'
405'
5'
410'
415'
5'
405'
405'
405'
405'
405'
410'
0'
'3
' 3
400'
410'
405'
405'
380'
385'
390'
395' 400'
405'
405'
405'
365'3
5'
380'385' 390'
395' 400'
350' 355'
365'
370'
375' 380'
385'
390'
395'
400'
405'
350'
355'
360'
370' 375'
385'
385'
390'
395'
400'
5'
350'
355'
360'
365' 370' 375'
380'
385'
0'
395'
400'
405'
370'
380'
385'
390'
395'
395'
400'
405'
405'
400'
395'
400'
405'
405'
0'
5'
WELL
CI
W
W
W
W
WELL
WELL
CM-02
CM-51
M-128 M-131
COUUU
U
CI
D D
CI
U
UU
CO
U
U
U
UU
U
U
U
UU
U
U
U
U U
U
U
U U
U
U
U
U
U
U
U U
UU
U
AC
CL DOWNSTREAM CELL
MISSISSIPPI
RIVER
FLOW
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
GENERAL SHEET NOTES
KEY MAP
ELEVATION DATA.
NAVD88. SEE SHEETS VH601 - VH605 FOR RIVER
5. ORDINARY HIGH WATER (OHW) IS ELEVATION 433.5 FEET
1988 (NAVD88)
4. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF
1983 WITH 2011 DATUM TAG (NAD83/2011).
SYSTEM OF 1983, EAST ZONE, NORTH AMERICAN DATUM OF
3. HORIZONTAL DATUM: MISSOURI STATE PLANE COORDINATE
2. UNIT OF MEASURE: U.S. SURVEY FOOT
- BATHYMETRY: USACE, MAY 2022
SEPTEMBER 2022
- CONVENTIONAL TOPOGRAPHIC SURVEY: TWM, INC.,
SEPTEMBER 2022
- TERRESTRIAL LiDAR: TWM, INC., SEPTEMBER 2022
- AERIAL LiDAR AND PHOTOGRAMMETRY: TWM, INC., SURVEYS INCLUDING THE FOLLOWING:
1. SURVEY FEATURES ARE FROM A COMBINATION OF SEVERAL
LEGEND
WATER LEVEL LINE
WETLANDS
TREE LINE
E X
IS
T
IN
G
C O
N D
IT
IO
VS101
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
50' 100'0
M A
T C
H L
IN
E
S E
E S
H E
E T
V S
:2
:1
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-V S
S H
T .d
SCALE: 1"=50'
EXISTING CONDITIONS
425'
430' 430'
430' 430'
EL. 420.0
EL. 420.0
400'
395'
400'
400'
400'
420'
410'
415'
5' 4
5'
400'
5'
410'
415'
420'
CL DOWNSTREAM CELL
MISSISSIPPI
RIVER
FLOW
S T
A
.5
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
GENERAL SHEET NOTES
KEY MAP
ELEVATION DATA.
NAVD88. SEE SHEETS VH601 - VH605 FOR RIVER
5. ORDINARY HIGH WATER (OHW) IS ELEVATION 433.5 FEET
1988 (NAVD88)
4. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF
1983 WITH 2011 DATUM TAG (NAD83/2011).
SYSTEM OF 1983, EAST ZONE, NORTH AMERICAN DATUM OF
3. HORIZONTAL DATUM: MISSOURI STATE PLANE COORDINATE
2. UNIT OF MEASURE: U.S. SURVEY FOOT
- BATHYMETRY: USACE, MAY 2022
SEPTEMBER 2022
- CONVENTIONAL TOPOGRAPHIC SURVEY: TWM, INC.,
SEPTEMBER 2022
- TERRESTRIAL LiDAR: TWM, INC., SEPTEMBER 2022
- AERIAL LiDAR AND PHOTOGRAMMETRY: TWM, INC., SURVEYS INCLUDING THE FOLLOWING:
1. SURVEY FEATURES ARE FROM A COMBINATION OF SEVERAL
LEGEND
WATER LEVEL LINE
WETLANDS
TREE LINE
E X
IS
T
IN
G
C O
N D
IT
IO
VS102
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
50' 100'0
M A
T C
H L
IN
E
S E
E S
H E
E T
V S
:2
:1
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-V S
S H
T .d g n
M A
T C
H L
IN
E
S E
E S
H E
E T
V S
.0
CL DOWNSTREAM CELL
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
/0
/2
/0
/2
A1
SCALE: 1"=50'
EXISTING CONDITIONS
430'
0'
430'
0'
0'
430'
440'
0'
5'
420'
410'
410'
415'
' 4
5'
405'
ELEVATED LPG TANK
DEBRIS
C P
P O
E
S
.0
N
,1
,4
.2
E
,3
.3
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
GENERAL SHEET NOTES
KEY MAP
ELEVATION DATA.
NAVD88. SEE SHEETS VH601 - VH605 FOR RIVER
5. ORDINARY HIGH WATER (OHW) IS ELEVATION 433.5 FEET
1988 (NAVD88)
4. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF
1983 WITH 2011 DATUM TAG (NAD83/2011).
SYSTEM OF 1983, EAST ZONE, NORTH AMERICAN DATUM OF
3. HORIZONTAL DATUM: MISSOURI STATE PLANE COORDINATE
2. UNIT OF MEASURE: U.S. SURVEY FOOT
- BATHYMETRY: USACE, MAY 2022
SEPTEMBER 2022
- CONVENTIONAL TOPOGRAPHIC SURVEY: TWM, INC.,
SEPTEMBER 2022
- TERRESTRIAL LiDAR: TWM, INC., SEPTEMBER 2022
- AERIAL LiDAR AND PHOTOGRAMMETRY: TWM, INC., SURVEYS INCLUDING THE FOLLOWING:
1. SURVEY FEATURES ARE FROM A COMBINATION OF SEVERAL
LEGEND
WATER LEVEL LINE
WETLANDS
TREE LINE
E X
IS
T
IN
G
C O
N D
IT
IO
VS103
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P
S I
D
J A
N U
A R
Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
B
M R
L D
L o c k s a n d
D a m
W in fi e ld
\B
M R
L D
D o w n s tr e a m
C e ll
D e s ig n a n d
C o n s tr u c ti o n
\B
M R
L D
-C A
D
S H
E E
T -2
-1
-0
-C
-V S
S H
T .d g n
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
:2
:1
A M
/2
/2
50' 100'0
M A
T C
H L
IN
E
S E
E S
H E
E T
V S
SCALE: NTS
ELEVATION DURATION AND FREQUENCY CURVES
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
E L
E V
A T
IO
N
D U
R A
T
IO
N P
L O
T S
M O
N T
H L
Y A
N D
Q U
A R
T E
R L
Y
A T
R /B
C O
E S
R E
V
VH601
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
:2
:3
A M
/2
/2
P
D
A E
C p d f.
p lt c fg
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
B M
R L
D
L o c k s a n d D a m
W in fi e ld
\B
M
R L
D
D o w n s tr e a m
C e ll
D e s ig n a n d C o n s tr u c ti o n
\B
M
R L
D -C
A D
S
H E
E T
-2 -1
-0
-C
-V H
S
H T
.d
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
/0
/2
/0
/2
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
A1
SCALE: NTS
ELEVATION DURATION AND FREQUENCY CURVES
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
E L
E V
A T
IO
N
D U
R A
T
IO
N A
N D
F R
E Q
U E
N C
Y
C U
R V
E S
VH602
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
B M
R L
D
L o c k s a n d D a m
W in fi e ld
\B
M
R L
D
D o w n s tr e a m
C e ll
D e s ig n a n d C o n s tr u c ti o n
\B
M
R L
D -C
A D
S
H E
E T
-2 -1
-0
-C
-V H
S
H T
.d g n
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
:2
:4
A M
/2
/2
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
/0
/2
/0
/2
A1
SCALE: NTS
HYDROGRAPHS 1983 TO 1998
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
H Y
D R
O G
R A
P H
S
T
O
A T
R /B
C O
E S
R E
V
VH603
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
B M
R L
D
L o c k s a n d D a m
W in fi e ld
\B
M
R L
D
D o w n s tr e a m
C e ll
D e s ig n a n d C o n s tr u c ti o n
\B
M
R L
D -C
A D
S
H E
E T
-2 -1
-0
-C
-V H
S
H T
.d g n
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
:2
:5
A M
/2
/2
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
/0
/2
/0
/2
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
A1
SCALE: NTS
HYDROGRAPHS 1998 TO 2013
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
H Y
D R
O G
R A
P H
S
T
O
VH604
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
B M
R L
D
L o c k s a n d D a m
W in fi e ld
\B
M
R L
D
D o w n s tr e a m
C e ll
D e s ig n a n d C o n s tr u c ti o n
\B
M
R L
D -C
A D
S
H E
E T
-2 -1
-0
-C
-V H
S
H T
.d g n
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
:2
:2
A M
/2
/2
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
/0
/2
/0
/2
A1
SCALE: NTS
HYDROGRAPHS 2013 TO 2023
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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
H Y
D R
O G
R A
T H
S
T
O
A T
R /B
C O
E S
R E
V
VH605
P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R
N A
V
IG
A T
IO
N
E C
O S
Y S
T E
M S
U S
T A
IN
A
B
IL
IT
Y
P R
O J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
D O
W N
S T
R E
A M
G U
ID
E
C E
L L
K D
O R
S C
H P
.E
B S
A Y
L O
R
A
C O
M B
S
P .E
A N
S I
D
F E
B R
U A
R Y
L
O U
IS
D
IS
T
R
IC
T
S P
R U
C E
S T
R E
E T
S T
L
O U
IS
M
IS
S O
U R
I
B M
R L
D
L o c k s a n d D a m
W in fi e ld
\B
M
R L
D
D o w n s tr e a m
C e ll
D e s ig n a n d C o n s tr u c ti o n
\B
M
R L
D -C
A D
S
H E
E T
-2 -1
-0
-C
-V H
S
H T
.d g n
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
:2
:4
A M
/2
/2
CL DOWNSTREAM CELL
CL 600' LOCK
SAILING LINE
APPROXIMATE CHANNEL
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
/0
/2
/0
/2
A1
SCALE: 1"=100'
OVERALL SITE 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
®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
B
D
IR
K S
P
.E
A T
R /B
C O
E S
R E
V
IE
W
S T
L
O U
IS
D
IS
T
R
IC
T
E N
G
IN
E E
R S
U .S
A
R M
Y C
O R
P S
O F
IN
L
A N
D N
A V
IG
A
T
IO
N D
E S
IG
N
C E
N T
E R
GENE…
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 .