Amendment 0002 LD7OD_G-102.pdf
PDF 3 MB Posted
- Attached to
- Lock & Dam 7 Outdraft Modification
- Solicitation number
- W912ES25BA001
About this file
This document is a Plan sheet (G-102) for Lock & Dam 7 Outdraft Modification project located in La Crescent, MN, detailing staging, access, and work limits. The plan provides a comprehensive site layout showing construction staging areas, access roads, loading dock, stockpile area, and specific work boundaries along the Mississippi River. Key site notes include restrictions on contractor activities, such as maintaining USACE access at all times, storing all vehicles and equipment within designated staging areas, and coordinating lock access during the navigation season.
The plan includes precise geospatial coordinates for multiple site stations (ST 01-24), with coordinate references using NAD 83 (2011) Minnesota State Plane Coordinate System. The document specifies critical operational constraints, including potential lock stoppage up to 3 hours with contracting officer approval, maintaining shared access to the loading dock, and protecting existing drainage channels. The project is set for May 2025, with the solicitation number W912ES25BA001, and is issued by the U.S. Army Corps of Engineers St. Paul District, specifically targeting small business contractors for a firm fixed-price contract valued between $5-10 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
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
S -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 E
Y
M A
Y
R E
V
IS
E D
F O
R A
M E
N D
M E
N T
L D
O
D
G -1
.d g n
K
O U
G H
N
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
/1 /2
L D
O
D
G -1
.d g n
A1
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
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
SEE GENERAL SHEET NOTE 4
TO NAVIGATION CHANNEL
ACCESS FROM LOADING DOCK
®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
File details come from the government source that posted it. Updated .