S01 Amendment 2 Attachment 4 DAGUEY DAM REPAIR DRAWINGS.pdf
PDF 6 MB Posted
- Attached to
- EWP Ajies and Daguey Dam Repairs Puerto Rico
- Solicitation number
- 12FPC324B0005
About this file
This document appears to be a set of engineering drawings for the repair of the Daguey Dam in Puerto Rico, related to a federal contract opportunity with the Department of Agriculture's Farm Production and Conservation division.
The drawings show the plan view, profile, and construction details for the dam repair work, which includes removing and installing new riprap, clearing vegetation, improving hydraulic capacity, removing and installing a new gauge, reseeding, and installing field fencing. The drawings provide dimensions, slopes, and other technical specifications for the construction activities.
The federal contract opportunity has a solicitation number of 12FPC324B0005, is a Total Small Business set-aside, and has an estimated magnitude between $1,000,000 and $5,000,000. A firm fixed price construction contract is anticipated. An organized site visit is scheduled for July 17, 2024 at the Daguey Dam location.
View the file
Other files
Show all 25
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
AAPRILL 2023
ISSUEDD FORR BID
KF420758
4/17/2023
M
AT
HE
W
L.
M
O
SE
S P.
E.
/1
6/
4/ /2
HE
W
L.
M
O
SE
S P.
E.
/1
6/
4/ /2
HE
W
L.
M
O
SE
S P.
E.
/1
6/
LEGEND
TOP OF DAM CONTOUR
AUXILIARY SPILLWAY CREST CONTOUR
NORMAL POOL CONTOUR
4/ /2
TO ANASCO
ROUTE 404
M
AT
HE
W
L.
M
O
SE
S P.
E.
/1
6/
Δ
4/ /2
ROUTE 404
TO ANASCO
5.0:1 5.0:1
5.
0:
5.
0:
70' (21 M ) 124' (38 M)
230' (70 M
36' (11 M)
M
AT
HE
W
L.
M
O
SE
S P.
E.
/1
6/
4/ /2
IN
. 5 '-0
" P
AS
T
ED
G
E O
F
SL
O
PE
G
RA
DI
NG
1'-
0"
'-6
'-0
'-6
'-0
'-0
CL
M
AT
HE
W
L.
M
O
SE
S P.
E.
/1
6/
1'-2" 2'-1" 1'-0"2'-1"1'-0"
1' -0
0' -2
7'-4"
6"
4/ /2
80.5°
2:
2:
20'-0"
SEE NOTE
#2 THIS
SHEET
CL
28'-6"11'-6" 11'-6"
14'-3"
2' -0
M
IN
24"
M
AT
HE
W
L.
M
O
SE
S P.
E.
/1
6/
20'-0"
4/ /2
HE
W
L.
M
O
SE
S P.
E.
/1
6/
4/ /2
60'-0" (18.28 M
30'-0" (9.14 M)
2.9 :1
Δ
M
AT
HE
W
L.
M
O
SE
S P.
E.
/1
6/
4/ /2
APPROX. LIMITS
OF HEADCUT
CL
CL
M
AT
HE
W
L.
M
O
SE
S P.
E.
/1
6/
4/ /2
M
AT
HE
W
L.
M
O
SE
S P.
E.
/1
6/
LOC
4/ /2
PROFILE
PLAN VIEW
M
AT
HE
W
L.
M
O
SE
S P.
E.
/1
6/
6' (1.83 M)
MIN.
9' (2.74 M)
MIN
3' (0.91 M)
4/ /2
HE
W
L.
M
O
SE
S P.
E.
/1
6/
4/ /2
HE
W
L.
M
O
SE
S P.
E.
/1
6/
LEGEND
4/ /2
File details come from the government source that posted it. Updated .