Amd 2 LQPGRP_S-502---.pdf

PDF 355 KB Posted

Attached to
Sluice Gate Installation at Lac qui Parle Dam
Solicitation number
W912ES20B0012
Issued by

About this file

This solicitation package involves a contract opportunity for sluice gate installation at Lac qui Parle Dam. The work includes constructing pier extensions with bulkhead slots to serve as a new dewatering system, and replacing nine existing sluice gates and actuators with government-furnished slide gates and actuators stored nearby. The solicitation was issued by the U.S. Army Corps of Engineers St. Paul District. Offerors will demolish the existing structure and install the new pier extensions, bulkhead slots, gates and actuators following a phased construction plan. The drawings provide construction details for the pier extensions, reinforcement requirements, and phasing of the work.

View the file

Other files

File Type Posted
Lac qui Parle Dam Bid Abstract.pdf PDF
Amd 2 LQPGRP_S-303---.pdf PDF
Amd 2 LQPGRP_C-107---.pdf PDF
Amd 2 LQPGRP_S-503---.pdf PDF
Amd 2 LQPGRP_C-105---.pdf PDF
Amd 2 LQPGRP_S-506---.pdf PDF
Amd 2 LQPGRP_C-502---.pdf PDF
Amendment 2 LQP Dam.pdf PDF
Amd 2 LQPGRP_S-504---.pdf PDF
Amd 2 LQPGRP_C-501---.pdf PDF
LQPGRP_E-102---.pdf PDF
LQPGRP_S-506---.pdf PDF
LQPGRP_S-504---.pdf PDF
LQP Reference Pages 11x17.pdf PDF
LQPGRP_S-505---.pdf PDF
Amendment 1 LQP Dam.pdf PDF
LQPGRP_S-503---.pdf PDF
W912ESB200012_Plans.pdf PDF
W912ES20B0012_Specs.pdf PDF
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

W E

S

B

/0

/0

S H

E E

T O

F

D

A T

E

M

IN

N E

A P

O L

IS

M N

A S N

O T

E D

A N

S I

D

S L

U

IC

E G

A T

E I

N S

T A

L L

A T

IO

N D

E W

A T

E R

IN

G S

Y S

T E

M

S T

A N

L E

Y C

O N

S U

L T

A N

T S

IN

C

W

A Y

Z A

T A B

L V

D

B

IL

L H

O L

M A

N

R E

B

C W

L

Y D

S-502

L A

C Q

U I P

A R

L E D

A M

W A

T S

O N

M N

M

IN

N E

S O

T A R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

L Q

P G

R P S -5 d g n

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 A

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

8 1

B

.9

C O

N C

R E

T E D

E T

A

IL

S

AND REMOVE RUST

REINFORCEMENT

PROTECT EXISTING

6" MIN

EXISTING PIER

EXTENSION

PROPOSED PIER

4" CLR TYP

AND REMOVE RUST

REINFORCEMENT

PROTECT EXISTING

6" MIN

EXISTING PIER

EXTENSION

PROPOSED PIER

4" CLR TYP

BOTH SIDES

#9@12" O.C. E.W.

0 1' 2'6" 0 1' 2'6"

BOTH SIDES

#9@12" O.C.

#9@12" O.C.

#9@12" O.C.

#9@12" O.C.

#9@12" O.C.

0 1' 2'6" 0 1' 2'6"

BOTH SIDES

#9@6" O.C.

BOTH SIDES

#9@12" O.C.

BOTH SIDES

#9@12" O.C. E.W.

MANUFACTURER (TYP)

PER BULKHEAD

EMBEDDED ITEMS

MANUFACTURER (TYP)

PER BULKHEAD

EMBEDDED ITEMS

4" CLR TYP

4" CLR TYP

M

IN

T Y

P

@ SIDES (ABOVE EL 925)

PIER EXTENSION REINFORCEMENT

S-101

C4

DETAIL

@ SIDES (BELOW EL 925)

PIER EXTENSION REINFORCEMENT

S-101

C5

(T

Y P

CONCRETE

EXISTING

12" MIN INTO

REINFORCEMENT

DRILL AND EPOXY

CONCRETE

EXISTING

12" MIN INTO

REINFORCEMENT

DRILL AND EPOXY

A1

PIER EXTENSION REINFORCEMENT (ABOVE EL 925)

A2

PIER EXTENSION REINFORCEMENT (BELOW EL 925)

A4

PIER CONSTRUCTION PHASING

EL 940.6

EL 935.0

MAX HEAD WATER

EL 932.7

BOTTOM OF STRUTS

SHEET PILE

EXTENSION

PIER

JOINT EL 931.6

PIER CONSTRUCTION

EL 931.0

MAX INTERIOR WATER

0 2' 4'1'

PIER

EXISTING

M

IN

DRILL AND EPOXY DOWELS.

CONSTRUCT PART 2 OF THE PIER EXTENSION, UTILIZINGC.

REMOVE STRUTS. MAX HEADWATER EL 935.0

FLOOD THE COFFERDAM INTERIOR TO EL 931.0, AND THENB.

SILL, GATES, ETC)

AND ALL OTHER REQUIRED CONSTRUCTION ITEMS (SLAB,

CONSTRUCT PART 1 OF PIER EXTENSION, UP TO ~EL 931.6A.

PHASING AND NOTES BELOW.

REFER TO DETAIL A4 FOR PROPOSED PIER CONSTRUCTION1.

ST. PAUL DISTRICT

W E

H D

R A

W

IN

G R

E

IS

S U

E D W

IT

H A

M E

N D

M E

N T N

O

/3

/2

SLAB, WITH STANDARD HOOK)

(EMBED INTO THE BOTTOM

#9@6" O.C. BOTH SIDES

WHEN STRUTS ARE REMOVED

MIN INTERIOR WATER EL 930.5

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

ADVERTISE

GENERAL SHEET NOTES:

LQPGRP_S-502---
References
Border, PW_WORKDIR:d0665721
LQPGRP_Border_G-BSDxxx.dgn
A1, LQPGRP_S-502---.dgn, Default
A2, LQPGRP_S-502---.dgn, Default
A4, LQPGRP_S-502---.dgn, Default
C4, LQPGRP_S-502---.dgn, Default
C5, LQPGRP_S-502---.dgn, Default

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