Updated Drawing - GR00108C-102.pdf
PDF 417 KB Posted
- Attached to
- Garrison Dam Spillway Modification Project - Phase 2 Anchor Testing Federal contract opportunity
- Solicitation number
- W9128F25QA010
About this file
This document is a construction site plan drawing for the Garrison Dam Spillway Modification Project - Phase 2 Anchor Investigation, prepared by the U.S. Army Corps of Engineers Omaha District. The technical drawing (Sheet C-102) details the anchor construction site plan, showing existing and proposed anchor test pad locations, laydown areas, office spaces, and parking zones. The drawing includes two key views: an existing site with a proposed laydown area on the north side, and a comprehensive view of existing and new anchor test pad locations, with precise measurements and a 3% slope specification. The plan indicates that final site disturbance limits require government approval, and proposed concrete pad locations are approximate and will be based on anchor installation sequencing and contractor work plan approval.
View the file
Other files for this federal contract opportunity
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
45 17
45 17
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
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
:2
0:
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
PH
AS
E
AN
C
H O
R
IN
VE
ST
IG
AT
IO
N
20' 40'0
N
N
40' 80'0
R . L
EI
G
H
W . P
ER
R
ET
T
F.
S
H
EF
FI
EL
D
R . L
EI
G
H
AM
EN
D M
EN
T
A
PR
EXISTING ANCHOR
TEST PAD AREA
EXISTING AND NEW ANCHOR TEST PAD LOCATIONSA1 SCALE:=1"=20'
EXISTING SITE WITH PROPOSED LAYDOWN AREA (NORTH SIDE)
SCALE: 1"-40"H1
EXISTING ANCHOR PADS
AN
C
H O
R C
O N
ST
R
U C
TI
O
N S
IT
E
PL
AN
C-102
EXISTING ACCESS ROAD
LAYDOWN, OFFICE, AND PARKING AREA
EXISTING ACCESS ROAD
SP-1 SP-2 SP-3
3% SLOPE MIN
3% S
LO
PE
PROPOSED 12' X 12'
ANCHOR TEST PADS, TYP.
SP-13 SP-9 SP-8
SP-10SP-12SP-11SP-14
SP-15
SP-7SP-6
SP-4 SP-5
PROPOSED LIMITS OF DISTRUBANCE
1. FINAL LIMITS OF SITE DISTURBANCE TO BE APPROVED
BY GOVERNMENT.
2. PROPOSED CONCRETE PAD LOCATIONS ARE
APPROXIMATE AND TO BE BASED ON ANCHOR
INSTALLATION SEQUENCING REQUIREMENTS AND
CONTRACTOR WORK PLAN APPROVAL.
NOTES:51.0'+ 51.0'+
51.0'+51.0'+
100.0'
51.0'+ 51.0'+ 51.0'+ 51.0'+
5.
0'
(T
YP
55.0'
93.3'
5.0' (TYP.)
51.0'+ 51.0'+ 51.0'+
| Sheets and Views |
| C-102 |
File details come from the government source that posted it. Updated .