Amendment 0003 LD7OD_C-320.pdf

PDF 234 KB Posted

Attached to
Lock & Dam 7 Outdraft Modification
Solicitation number
W912ES25BA001
Issued by

About this file

This document is a technical cross-section drawing for the Lock & Dam 7 Outdraft Modification project located in La Crescent, Minnesota. The drawing, prepared by the U.S. Army Corps of Engineers St. Paul District, displays detailed cross-sections at three specific stations (D 9+28, D 9+42, and D 10+53.10), illustrating existing grade, existing weir, dog-leg weir, excavation grade, and scour protection configurations. The technical drawing uses NAD 83 (2011) coordinate system with NAVD 88 elevation datum and includes precise elevation measurements, slope ratios, and graphical representations of terrain modifications at different cross-section points along the Mississippi River lock and dam infrastructure.

The drawing is part of the solicitation W912ES25BA001, which is a small business set-aside contract valued between $5 million and $10 million, targeting NAICS code 237990 with a small business size standard of $45 million. The project involves construction of a mooring cell and mooring dolphin to improve navigation efficiency, with technical specifications meticulously documented in this cross-section drawing that provides engineers and contractors detailed topographical and structural information for the proposed modifications.

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

-B

U

IL

T N

O

F

IL

E N

A M

E

R M

C G

A R

V E

Y

A D

D

A

N D

D

.1

C R

O S

S S

E C

T

IO

N S

C-320

T K

O U

G H

R M

C G

A R

V E

Y

M A

Y

D

D E

D B

Y A

M E

N D

M E

N T

L D

O

D C

-3 .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

:1

:5

A M

/2

/2

L D

O

D

C -3

.d g n

A1

SCALE: 1"=20'

CROSS SECTIONS - STA D 9+28, D 9+42, AND D 10+53.10

EXISTING GRADE

EXISTING WEIR

DOG-LEG WEIR

EXCAVATION GRADE

EXISTING WEIR

EXISTING WEIR

EXISTING GRADE

EXISTING GRADE

DOG-LEG WEIR

DOG-LEG WEIR

SCOUR PROTECTION

EXCAVATION GRADE

SCOUR PROTECTION

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 9+28

-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100

580 580

600 600

620 620

640 640

660 660

.1

.4

.4

.5

.4

.5

.1

.5

.5

.5

.5

.5

.1

.5

.0

.9

3:1

3.9:

5.2:1 5.2:1

3:1

.0

(6

.7

.5

(6

.7

.4

(6

.4

D 9+42

-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100

580 580

600 600

620 620

640 640

660 660

.8

.5

.8

.5

.8

.5

.7

.5

.7

.5

.8

.5

.7

.0

.8

.5

.1

.5

3:1

9:1 -8.4% -8.4% 6.2:1

.5

(6

.3

.5

(6

.0

.5

(6

.0

.5

(6

.0

.5

(6

.0

.5

(6

.0

.5

(6

.0

D 10+53.10

-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100

580 580

600 600

620 620

640 640

660 660

.4

.4

.4

.4

.4

.4

.4

.5

.4

.5

.4

.5

.4

.5

.4

.4

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

O

ID20' 40'0

File details come from the government source that posted it. Updated .