C-501_2026-08-03_AMD 4.pdf
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- Solicitation number
- W912DS26RA028
About this file
This is a technical drawing document for roadway and utility design specifications prepared by the U.S. Army Corps of Engineers, New York District for the Fort Drum Wells Field Expansion project in Fort Drum, New York.
The drawing (Sheet C-501) provides detailed typical sections and layouts for gravel well access roads and main tank trail roadway utilities. Key specifications include: a typical gravel well access road section with 6-foot width, 3 percent grade, aggregate base and sub-base courses per NYSDOT Item 304, common borrow fill, and loam seeding and mulching; a main tank trail roadway utilities section showing placement of an HDPE DIPS water main with minimum 6-foot cover, communications conduits with minimum 2-foot cover, future conduits, detectable warning tape at 18 inches below grade, and copper tracer wire installed 12 inches above the water main with test stations spaced no more than 500 feet apart and at each valve box, manhole, and hand hole; and a gravel road section at wetland fill with 6-foot width, 3 percent grade, and 1.5:1 to 3:1 slope ratios. A 40-foot Class 2 power pole (34 feet above grade) is shown with 15-foot minimum limit of clearing. The document indicates this is part of Solicitation DB-RFP with a final issue date of May 20, 2026, and includes revision history noting updates through August 3, 2026.
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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
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1.0'
11' MIN.VARIES
3.95'
EXISTING GRAVEL
ROADWAY
KEYED NOTES:
HDPE DIPS WATER MAIN, MIN 6' COVER
(2) COMMUNICATIONS CONDUITS (10) FUTURE CONDUITS, MIN 2' 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
38"
6" WARNING TAPE (12" COVER)
WITH INTEGRAL DETECTION
WIRE OR FOIL BACKING
3" CLEAR
6"
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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
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