C-501_2026-08-07_AMD 5.pdf
PDF 252 KB Posted
- Solicitation number
- W912DS26RA028
About this file
This is a design drawing sheet for the Fort Drum Wells Field Expansion project, prepared by the U.S. Army Corps of Engineers New York District. The drawing is identified as Sheet C-501, titled "Roadway and Utility Typical Sections," and is part of the DB-RFP (Design-Build Request for Proposals) solicitation for Fort Drum, New York, dated 05/20/2026.
The sheet provides technical specifications and typical cross-sectional details for roadway and utility construction, including: a typical gravel well access road section (A1) with aggregate base and sub-base courses per NYSDOT Item 304 specifications; a typical roadway utility layout (E1) showing the arrangement of HDPE water mains, communications conduits in concrete duct banks, copper tracer wire, and detectable warning tape at specified depths and spacing intervals; a main tank trail roadway utilities section (E7) spanning stations 300+00 to 412+00 and 600+00 to 712+59; and a gravel road section at wetland fill (C1) with loam, seed, and mulch finishing. Key utility requirements include minimum 6-foot cover for water mains, minimum 3-foot cover for communications conduits, tracer wire connected to test stations spaced no more than 500 feet apart, and detectable warning tape installed 18 inches below grade. The document has been revised multiple times, with final issuance on 05/20/2026, and indicates coordination with PPI (Pre-Final) revisions dated 08/03/2026 and 08/07/2026.
View the file
Other files
Show all 32
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
5.0'
6'
MI
N
7.2
ROADWAY CENTERLINE
SHOULDER
SHOULDER
VARIES, SEE ALIGNMENT ON PLANS
29' TO 48' - VARIES (SHOWN AT 29')
EXISTING GRAVEL
ROADWAY
HDPE DIPS WATER MAIN
COPPER TRACER WIRE INSTALLED 12" ABOVE WATER
MAIN AND CONNECTED TO TRACER WIRE TEST
STATIONS SPACED NO MORE THAN 500' APART AND
AT EACH VALVE BOX, MANHOLE, AND HAND HOLE
DETECTABLE WARNING TAPE,
18" BELOW GRADE
6"
BEDDING
15' MIN.
LIMIT OF
CLEARING
40' CLASS 2 POWER POLE,
34' ABOVE GRADE
20' MIN.
8'
5.0'
6'
MI
N
7.2
2.9'
ROADWAY CENTERLINE
EDGE OF GRAVEL
6"
3.0 ' M
IN
FUTURE DUCT
BANK CONDUITS
SHOULDER
1.8 ' 5.3 ' M
IN
TR
EN
CH
D
EP
TH
1.0'
11' MIN.VARIES
3.95'
EXISTING GRAVEL
ROADWAY
KEYED NOTES:
HDPE DIPS WATER MAIN, MIN 6' COVER
(2) COMMUNICATIONS CONDUITS IN CONCRETE DUCT BANK, MIN 3' COVER
DETECTABLE WARNING TAPE, 18" BELOW GRADE
CONDUIT WITH TRACER WIRE CONNECTED TO TRACER WIRE TEST STATIONS
SPACED NO MORE THAN 500' APART AND AT EACH MANHOLE, AND HAND HOLE
COPPER TRACER WIRE INSTALLED 12" ABOVE WATER MAIN AND CONNECTED TO
TRACER WIRE TEST STATIONS SPACED NO MORE THAN 500' APART AND AT EACH
VALVE BOX, MANHOLE, AND HAND HOLE
4' 8'
UTILITY TRENCH
6" WARNING TAPE (12" COVER)
WITH INTEGRAL DETECTION
WIRE OR FOIL BACKING
3" CLEAR
ALL SIDES
6"
BEDDING
BEDDING
.9'
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
US Army Corps of Engineers
U .S
.A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
SC
AL
E:
SH
EE
T
D R
AW
IN
G C
O D
E:
O F
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
/2
0/
AN
SI
D D
R
AF
T D
B- R
FP
A
/1
3/
PR
E-
FI
N
AL
D
B- R
FP
B
/2
7/
FI
N
AL
D
B- R
FP
C
/2
0/
C-501
R O
AD
W
AY
A
N D
U
TI
LI
TY
TY
PI
C
AL
S
EC
TI
O
N S
LD
A
D
SE
H
LS
R
LC
AS
S
H O
W N
SCALE: NOT TO SCALE
TYPICAL GRAVEL WELL ACCESS ROAD SECTIONA1
SCALE: 1" = 3'
MAIN TANK TRAIL ROADWAY UTILITIESE7 STA: 300+00 TO 412+00
STA: 600+00 TO 612+72, AND 700+00 TO 712+59
SCALE: 1" = 3'
TYPICAL ROADWAY UTILITY LAYOUTE1
3:1
3% C L
MATCH
EXISTING
MATCH
EXISTING 3:1
3%
6'-0" 6-0"
3:1
LOAM, SEED & MULCH (TYP.)
AGGREGATE BASE COURSE, NYSDOT
ITEM 304, TYPE 4 (BASE COURSE)
AGGREGATE SUB-BASE COURSE, NYSDOT
ITEM 304, TYPE 3 (SUBBASE COURSE)
2'-0"2'-0"
COMMON BORROW IN FILL AREAS
5%5%
EXISTING GRADE
C L
MATCH
EXISTING
1.5:1
3%
6-0"
LOAM, SEED & MULCH (TYP.)
2'-0"
COMMON BORROW IN FILL AREAS
5%
EXISTING GRADE
SCALE: NOT TO SCALE
GRAVEL ROAD SECTION AT WETLAND FILLC1
R
EV
IS
ED
P
ER
P
PI
D
/0 3/
R
EV
IS
ED
P
ER
P
PI
E
/0 7/
E
E
| Sheets and Views |
| C-501 |
File details come from the government source that posted it. Updated .