Amendment 0003 LD7OD_C-317.pdf

PDF 353 KB Posted

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

About this file

This document is a technical drawing showing cross-sections for Lock & Dam 7 Outdraft Modification located on the Mississippi River near La Crescent, Minnesota. The detailed engineering drawing (Sheet C-317) depicts cross-sectional views from station D 9+40 to D 9+70, illustrating existing grade, excavation grade, existing weir configurations, and proposed modifications. The drawing includes precise elevation measurements, slope ratios, and notations for scour protection and a dog-leg weir. The cross-sections provide engineering details for the U.S. Army Corps of Engineers project, with horizontal control using NAD 83 (2011) Minnesota State Plane Coordinate System and vertical control using NAVD 88 datum. The drawing was revised in May 2025 for Amendment 0003 and is part of the solicitation W912ES25BA001 for a small business set-aside construction project 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

-B

U

IL

T N

O

F

IL

E N

A M

E

R M

C G

A R

V E

Y

A D

T

O D

C R

O S

S S

E C

T

IO

N S

C-317

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 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

:0

A M

/2

/2

L D

O

D

C -3

.d g n

A1

SCALE: 1"=20'

CROSS SECTIONS - STA D 9+40 TO D 9+70

EXISTING GRADE

EXCAVATION GRADE

EXISTING WEIR

NOTCH

EXISTING WEIR

EXISTING WEIR

EXISTING WEIR

EXISTING WEIR

EXISTING WEIR

EXCAVATION GRADE

EXCAVATION GRADE

EXCAVATION GRADE

EXCAVATION GRADE

EXCAVATION GRADE

NOTCH

NOTCH

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

SCOUR PROTECTION

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 9+40

-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

.6

.5

.6

.5

.4

.5

.0

.5

.0

.5

.4

.5

.9

.7

3:1

7.6:1 -9.9% -9.9% 3:1

.0

(6

.4

.5

(6

.2

.5

(6

.2

.6

(6

.3

.5

(6

.4

D 9+52.89

-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

.1

.4

.4

.0

.6

.4

.4

3:1

8.2:1

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) .4

.5

.4

.0

.9

(6

.6

.1

(6

.5

-9.5%

.8

(6

.8

D 9+62.89

-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

.7

.5

.4

.5

.4

9.9:1

.4

(6

.0

D 9+65

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

580 580

600 600

620 620

640 640

660 660) .1

.5

.1

.5

.0

(6

.3

.1

(6

.1

.1

(6

.1

D 9+70

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

580 580

600 600

620 620

640 640

660 660) .3

.5

.3

.5

.6

.5

.6

.5

.4

(6

.6

.6

.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 .