Amend_0006_FY20PN86021-RB-CG103.pdf
PDF 1 MB Posted
- Attached to
- SOF Assessment and Selection Training Complex
- Solicitation number
- W912PM20R0003
About this file
This document includes a federal contract opportunity for construction services and a related storm drainage and grading plan drawing. The contract opportunity is for the construction of a Special Operations Forces Assessment and Selection Training Complex at Camp Mackall in North Carolina. Services required include training space, storage, locker rooms, showers, guard houses, security gates, under vehicle surveillance systems, communications, power, water, sewer and supporting utilities. The project also includes a new obstacle training course with multiple stations along a circuit route. Built-in building systems involve fire, security, energy management and communications. Supporting site work comprises preparation, parking, access roads, drainage, landscaping and other improvements. Sustainability and cybersecurity standards outlined. The solicitation was issued by the U.S. Army Corps of Engineers Engineering District Wilmington. The drawing provides details for storm drainage and grading plans to support the construction work.
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PROPOSED
READY BUILDING
FFE = 344.70
EXISTING READY
BUILDING T-4334
FFE = 344.50
EXISTING COMPANY
ADMINISTRATION
FACILITY T-4034
FFE = 344.50
PROPOSED CONSTRUCTION
TRAILER & PARKING AREA
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TIE-IN #4
SD #4
TIE-IN #3
TIE-IN #2
SD #3
SD #2
SD #1
SD #5
SD TIE IN
TIE-IN #8
TIE-IN #7
TIE-IN #6
TIE-IN #5
TIE-IN #1
CONNECT 8" DOWNSPOUT DRAIN LINES
TO EXISTING STORMWATER SYSTEM
CONNECT 8" DOWNSPOUT
DRAIN LINES TO EXISTING
STORMWATER SYSTEM
CONNECT 8" DOWNSPOUT
DRAIN LINES TO EXISTING
STORMWATER SYSTEM
NEW 24" STORM DRAIN INLET, TYP.
SEE DETAILS ON SHEET CU501.
NEW STORM WATER DRAIN LINES
TO CONNECT TO EXISTING, TYP.
RIVER ROCK OVER GEOTEXTILE
FABRIC IN ALL DISTURBED AREAS
EXCEPT FIRE LANE AFTER
GRADING COMPLETION. SEE
DETAILS 5 AND 6 ON SHEET CI503.
STABILIZE WITH BERMUDA
GRASS SEED ACCORDING
TO SPECIFICATIONS ON
DETAIL 2, SHEET CG501.
CONNECT 6" WALK OFF GRATE DRAIN LINE
TO EXISTING STORMWATER SYSTEM
CONNECT 8"
DOWNSPOUT
DRAIN LINES
TO EXISTING
STORMWATER
SYSTEM
CONNECT 6" WALK OFF GRATE DRAIN LINE
TO EXISTING STORMWATER SYSTEM
CONNECT 6" WALK OFF GRATE DRAIN LINE
TO EXISTING STORMWATER SYSTEM
WALK OFF GRATE, TYP. (1 OF 13)
WALK OFF
GRATE DRAIN
LINE FLOW
ARROW, TYP.
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CG103
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SCALE: 1" = 40'
STORM DRAINAGE & GRADING PLAN
GENERAL NOTES
TRUE
NORTH
GRAPHIC SCALE
1" = 40'
40'0 80'20'
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KEY PLAN
1. REFER TO ARCHITECTURAL SHEETS FOR ROOF DOWNSPOUT
LOCATIONS AND SPECIFICATIONS.
2. NEW STORM WATER LINE CROSSINGS TO HAVE A MINIMUM OF 18"
SEPARATION DISTANCE BETWEEN NEW AND EXISTING UTILITIES.
3. UNDERGROUND ELECTRIC LINE LOCATION HAS NOT BEEN FIELD
LOCATED AND IS UNKNOWN. CONTRACTOR SHOULD TAKE ALL
SAFETY PRECAUTIONS WHEN EXCAVATING FOR UTILITIES ON
THIS SITE.
4. ELECTRICAL CONNECTION INFORMATION COMPILED FROM
CURRENT SURVEY INFORMATION AND AS BUILT DRAWINGS BY
CAPE FEAR ENGINEERING DATED MAY 20, 2015.
5. WALK OFF GRATE SHALL, AT MINIMUM, COVER THE ENTIRE DOOR
WIDTH. WALK OFF GRATE DRAIN LINES ARE TO BE 6 IN. PVC AT 1%
MINIMUM SLOPE.
6. COORDINATE NEW COMMUNICATION, ELECTRICAL, SECURITY,
SEWER, AND WATER LINES TO ENSURE THAT THERE IS NO
CONFLICT BETWEEN LOCATION OF THESE NEW LINES WITH THE
WALK OFF GRATES AND THEIR ASSOCIATED DRAIN LINES.
STORMWATER STRUCTURE SCHEDULE
ROOF LEADER TIE-IN SCHEDULE
Cut/Fill Summary
Cut Factor
1.000
Fill Factor
1.000
2d Area
115000.00 Sq. Ft.
Cut
2354.96 Cu. Yd.
Fill
213.52 Cu. Yd.
Net
2141.43 Cu. Yd.<Cut>
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AutoCAD SHX Text
DUMPSTER ENCLOSURE
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EXISTING DETENTION POND
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EXISTING COVERED SHELTER
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TWO STORY BRICK& BLOCK BUILDING
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TWO STORY BRICK& BLOCK BUILDING
AutoCAD SHX Text S
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EXISTING CLOTHES LINES
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DIRT DRIVE
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SPECIAL FORCES WAY (ASPHALT PAVING)
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A-TEAM ROAD (ASPHALT PAVING)
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SPECIAL FORCES WAY (ASPHALT PAVING)
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A-TEAM ROAD (GRAVEL PAVING)
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US
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SPECIAL FORCES WAY
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A-TEAM RD
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SPECIAL FORCES WAY
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11TH ABN DIV RD
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A-TEAM RD
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SPECIAL FORCES WAY
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SPECIAL FORCES WAY
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SPECIAL FORCES WAY
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