Updated Drawing - GR00108C-101.pdf

PDF 1 MB Posted

Attached to
Garrison Dam Spillway Modification Project - Phase 2 Anchor Testing Federal contract opportunity
Solicitation number
W9128F25QA010
Issued by
Department of the Army Corps of Engineers Engineering District Omaha

About this file

This document is a site access and test pad area plan drawing for the Garrison Dam Spillway Modification Project, created by the U.S. Army Corps of Engineers Omaha District. The drawing (Sheet C-101) provides a detailed aerial view of the proposed anchor testing area located near Hatchery Road in North Dakota, with precise latitude, longitude, northing, and easting coordinates for multiple points (A2, B2, E, F, G, H, J, K, L, M). The plan includes a 12.0' proposed limit of disturbance, an existing gravel road with approximately 11% grade, existing gate and fence provided by the government, and designated areas for testing area extension, laydown, office, and parking, scheduled to be completed in Spring 2025. The drawing was last amended on 14 April 2025 and is part of the solicitation for the Garrison Dam Spillway Modification Anchor Testing Phase 2 requirement.

View the file

Other files for this federal contract opportunity

Other files attached to Garrison Dam Spillway Modification Project - Phase 2 Anchor Testing, newest first.
File Type Posted
Updated 15 Apr 2025 - Price Schedule for GDSM_PH2 Anchor Program.xlsx XLSX spreadsheet
4000 - 2025.04.15_Performance Work Statement for GDSM Anchor Inv Phase 2 FRS.pdf PDF
Updated Drawing - GR00108S-503.pdf PDF
Updated Drawing - GR00108S-101.pdf PDF
Updated Drawing - GR00108C-102.pdf PDF
Amendment 0002 - W9128F25QA0100002.pdf PDF
Amendment 0001 - W9128F25QA010.pdf PDF
Site Visit Attendance - Garrison Spillway Anchor Testing - 3 Apr 2025.pdf PDF
4007 - Attachment VII - Anchors Phase 2 Geotechnical Data Report_Volume I_20250318.pdf PDF
W9128F25QA010_Solicitation for GDSM Anchor Testing Phase 2.pdf PDF
3000 - SCA 2015-5383 Rev 24 23 Dec 2024 - McLean County ND.pdf PDF
1000 - Instructions to Offerors with Provision 52.212-2 and Site Visit Info.pdf PDF
2000 - Price Schedule for GDSM_PH2 Anchor Program.pdf PDF
4001 - Attachment I - Submittal Items and Schedule.pdf PDF
4002 - Attachment II - Foundation Anchor Verification and Modified Extended Creep Test Steps.pdf PDF
4003 - Attachment III - Phase 2 Anchor Investiagion Drawings.pdf PDF
4004 - Attachment IV - Submittal Form 4025-R.pdf PDF
4006 - Attachment VI - GDSM Utilities Survey 2023.pdf PDF
4000 - 2025.03.17_Performance Work Statement for GDSM Anchor Inv Phase 2 FRS.pdf PDF
4005 - Attachment V - GDSM Anchors Phase 2 DIPP_20250318.pdf PDF
Show all 20

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

11.28%

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

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

G R

8C -1

.d w g

C :\T

EM

P\

N W

O

1\

LR

D _H

1E C

XG

H

9\ D

3\

G R

8C -1

.D

W G

:5

8:

A M

/1

5/

AE

C _N

C S_

5_ M

O N

O .C

TB

H

1E C

XG

H

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E

O M

AH

A, N E

FI

LE

N U

M

BE

R

FI

LE

N

AM

E:

G

AR

R

IS

O N

D

AM

, N O

R

TH

D

AK

O

TA

SP

IL

LW

AY

M O

D

IF

IC

AT

IO

N

EXISTING ANCHOR TEST PAD AREA

LATITUDE LONGITUDE NORTHING EASTING

A2 47° 28' 53.45"N 101° 23' 55.37"W 663149.24' 1746277.89'

B2 47° 28' 53.67"N 101° 23' 56.10"W 663172.78' 1746227.77'

E 47° 28' 55.83"N 101° 23' 53.20"W 663389.00' 1746429.64'

F 47° 28' 56.29"N 101° 23' 53.83"W 663436.24' 1746386.62'

EXISTING STOCKPILE & DISPOSAL AREA

COORDINATE LOCATIONS OF STOCKPILES AND

MATERIAL DISPOSALS WITH GOVERNMENT

EXISTING GATE & FENCE

PROVIDED BY GOVERNMENT

EXISITING GRAVEL ROAD

APPROX ROAD GRADE 11%

N

B2

A2

F

E

N

SCALE: 1"=500'

SITE ACCESSE1 E9 SCALE: 1"=60'

TEST PAD AREA

F.

S

H

EF

FI

EL

D

W . P

ER

R

ET

T

R . L

EI

G

H

R . L

EI

G

H

AN

C H

O R

T

ES

T

AR

EA

P

LA

N

C-101

HATCHERY RD

HATCHERY ROAD

EXISTING ACCESS

RD.

0 500' 1000'

TESTING AREA EXTENSION,

TO BE COMPLETED SPRING

2025 BY GOVERNMENT

G 47° 28' 52.89"N 101° 23' 56.81"W 663093.84' 1746178.08'

H 47° 28' 52.61"N 101° 23' 56.13"W 663064.56' 1746224.59'

G

H

TESTING AREA EXTENSION,

TO BE COMPLETED SPRING

2025 BY GOVERNMENT

LAYDOWN, OFFICE

AND PARKING AREA

100.0'

50.0'

12.0'

PROPOSED LIMITS OF DISTURBANCE

AM

EN

D

M

EN

T

A

PR

J

K

L M

J 47° 28' 57.15"N 101° 23' 53.34"W 663523.04' 1746421.23'

K

L

M

47° 28' 58.88"N 101° 23' 52.69"W 663697.35' 1746468.14'

47° 28' 58.61"N 101° 23' 51.74"W 663669.73' 1746532.97'

47° 28' 56.90"N 101° 23' 52.42"W 663496.70' 1746484.27'

Sheets and Views
C-101

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