DKGV 1159579 Repair Various DFSP Site Facilities - DLA Attachment 1 Site Plan.pdf
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- Attached to
- Repair Various DFSP Site Facilities
- Solicitation number
- DKGV1159579
About this file
This document is a site plan and curb detail drawing for repair work at a Defense Logistics Agency (DLA) Defense Fuel Supply Point (DFSP) facility. The drawing, dated 26 June 2026 and identified as DKGV 1159579, depicts an aerial view of the facility showing seven large circular storage tanks arranged in two rows within concrete containment areas, interconnected by piping systems. The site plan indicates boundary fence line cutting work (marked as new), propane operations infrastructure on the left side, and various access roads and operational areas throughout the facility.
The curb detail specification provides technical dimensions and construction requirements for the holding gutter and drainage systems serving the facility. The gutter design includes specific measurements (19" width, 11" depth, 5-1/2" height), a 1/2" radius curved interior, and an optional 1" batter on the gutter face. Construction standards mandate 1/2" expansion joints at all cold joints, at the beginning and end of returns, and at maximum intervals of 300 feet for extruded curb or 30 feet for formed curb, with reference to Standard Drawing Number 234 for joint details. The curb incorporates weakened plane joints and a holding gutter for drainage purposes, with a typical plan section showing a 10-foot repeated interval and flowline designation.
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Other files
| File | Type | Posted |
|---|---|---|
| DKGV 1159579 Repair Various DFSP Site Facilities Draft Statement of Work.pdf |
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Text version
26 June 2026
DKGV 1159579
R E
P A
IR
V
A R
IO
U
S D
F S
P S
IT
E
F A
C
IL
IT
IE
S
D
LA
S
IT
E
P
LA
N
B -1
B -2
B -7
B-10
ECP Gate Operators
Boundary Fence Line Curbing (New)
26 June 2026
DKGV 1159579
R E
P A
IR
V
A R
IO
U
S D
F S
P S
IT
E
F A
C
IL
IT
IE
S
D
LA
C
U R
B D
E T
A
IL
1/2" R
6"
6" 1"
1/4"
HOLDING GUTTER
1/2" R
1"
19"
6"
1" R
11"
CONCRETE
1"
1/2"
5-1/2"
SEE NOTE 1
FOR DRAINAGE
TYPICAL PLAN
FLOWLINE
WEAKENED
PLANE JOINTS
SEE STANDARD DRAWING
10' (TYP.) 10'
11"
7"
6"
NOTES:
1. 1" BATTER ON GUTTER FACE OPTIONAL.
1/2" EXPANSION JOINT AT
ALL COLD JOINTS, AT
BEGINNING AND END OF
RETURN AND AT 300' MAX.
INTERVALS FOR EXTRUDED
CURB AND 30' MAX. INTERVALS
FOR FORMED CURB. FOR JOINT
DETAIL SEE STANDARD DRAWING
NUMBER 234
NUMBER 234
| Sheets and Views |
| A002 |
File details come from the government source that posted it. Updated .