GFI-1-AM02-01SEP21.pdf
PDF 3 MB Posted
- Solicitation number
- W911KB21R0053
About this file
This document outlines requirements for a quality assurance materials testing laboratory to support a dam safety modification project in Alaska. The U.S. Army Corps of Engineers seeks a contractor to establish a validated testing laboratory at the project staging area to perform field inspections, material sampling, and testing for a soil-cement-bentonite barrier wall extending approximately 4.5 miles along the Moose Creek Dam embankment. The contractor must provide all labor, equipment, and materials to establish the physical laboratory structure including site preparation and temporary utilities, develop the materials testing laboratory with validated equipment and processes, and author a QA manual. The testing laboratory will independently monitor soil-cement-bentonite and soils work for the duration of the dam safety modification project.
View the file
Other files
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
ACCESS ROAD
SO
U
TH
S
EE
PA
G E
C O
LL
EC
TO
R
C H
AN
N
EL
A
C C
ES
S
R O
AD
SO
U
TH
S
EE
PA
G E
C O
LL
EC
TO
R
C H
AN
N
EL
LAKE PARK ROAD
LA
U
R
AN
C E
R O
AD
LA
U
R
AN
C E
R O
AD
AS
PH
AL
T
PA
R
KI
N
G
150' x 230' AREA RESERVED FOR
GOVERNMENT FIELD OFFICE
AND GOVERNMENT TOILET
FACILITIES (BY OTHERS)
70' x 150' AREA RESERVED FOR
GOVERNMENT QA LAB
N3,940,240 E1,449,685
N3,940,540 E1,449,835
D R
AW
IN
G
FI
LE
D W
G S
C
AL
E:
PL
O
T
SC
AL
E:
D
AT
E:
AC
TI
O N
SY
M
D R
AW
N
R
ES
ID
EN
T
EN
G
IN
EE
R
D
AT
E:
ST
AT
E
PR
IM
E C
O N
TR
AC
TO
R
D
AT
E D
ES
C
R
IP
TI
O
N
AP
PD
C
IT
Y
C O
N
TR
AC
TO
R
C O
N
TR
AC
T
N O
R
EC
O M
M
EN
D
ED
AP
PR
O
VE
D
SU
BM
IT
TE
D
D
ES
IG
N
ED
R
EV
IE
W
ED
C H
IE
F, B
R
AN
C H
C H
IE
F, S
EC
TI
O N
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
AN
C
H O
R
AG
E, A
LA
SK
A C
O R
PS
O
F
EN
G
IN
EE
R
S
REFERENCE
NUMBER:
SHEET OF
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
US Army Corps of Engineers ® Alaska District
VERIFY SCALES: BAR IS ONE INCH
ON ORIGINAL DRAWING
0 1"
W
1K B2
1C
N O
R
TH
P O
LE
, A
LA
SK
A M
O O
SE
C
RE
EK
D
AM
S
AF
ET
Y
M O
DI
FI
CA
TI
O N
A
U G
U
ST
D ra w in g O
:\E N
\P riv at e\
ES
\E
S-
SG
\1 M
AI
N
P R
O
JE
C T
FI
LE
S\
C he na P ro je ct \C
H L0
-M
C D
M od
\C on tra ct in g\
C on st ru ct io n Q
A La b\ C
AD
\C
H L0
-Q
A.
dw g la st s av ed o n
9/ 1/
:1
PM
w as p lo tte d by A lle y, M ic ha el
W C
IV
U
SA
R
M Y
C
EP
O A
(U
SA
) o n
9/ 1/
:2
PM
W
1K B2
1C
AS
N
O
TE
D 1:
Q U
AL
IT
Y
AS
SU
R
AN
C
E
LA
BO
R
AT
O
R Y
PL
AN
GFI-10 500'250'
QA LAB PLANA1 SCALE: 1" = 200'
BACKGROUND IMAGE FROM
UNKNOWN SOURCE, DATED 18
MAY 2015. UNO, THE IMAGE IS
PROVIDED FOR GENERAL
REFERENCE ONLY.
SCALE: 1" = 50'
INSET AD8
SEE INSET A
NOTES:
1. THIS WILL BE THE ACCESS ROAD UNTIL THE BARRIER
WALL CONTRACTOR ESTABLISHES THE SOUTH
BORROW ACCESS ROAD, SEE GFM-2.
2. THE QA LAB WILL BE LIMITED TO THIS AREA.
ESTABLISH VEHICULAR ACCESS ON THE EAST
BOUNDARY AS REQUIRED BY THE SCOPE OF WORK.
SEE NOTE 1
150' x 230' AREA RESERVED
FOR GOVERNMENT FIELD
OFFICE AND GOVERNMENT
TOILET FACILITIES (BY
OTHERS)
70' x 150' AREA RESERVED
FOR GOVERNMENT QA LAB
SEE NOTE 2
PHOTO 1: QA LABORATORY SITE AUGUST 2021
PHOTO 1
ACCESS GATE
R
EP
LA
C
E
EN
TI
R
E
SH
EE
T
SE
P2
AM
#0
AutoCAD SHX Text N
| Sheets and Views |
| E-101 OHE SERVICE ROUTING |
| A1 - LOW POINT DRAIN SITE PLAN (S-101) |
| A1 - CONTROL WORKS SITE PLAN (S-102) |
| A1 - MACHINE ROOM SLAB PLAN (S-103) |
| E1 - CONTROL WORKS DECK AND SOUTH APPROACH LOAD LIMITS (S-103) |
| A6 - NORTH SUPPORT WALL ELEVATION (S-103) |
| C6 - DOWNSTREAM SUPPORT WALL ELEVATION (S-103) |
| A10 - SHEET PILE TIE-IN (S-101) |
| A1 - SUBSURFACE OBSTRUCTIONS NEAR CONTROL WORKS (S-104) |
| F10 - NOTES (S-101) |
| C11 - NOTES (S-103) |
| A1 - OH ELECTRICAL SERVICE ROUTING (E-101) |
File details come from the government source that posted it. Updated .