Amend_0006_FY20PN86021-NCP-CS402.pdf

PDF 364 KB Posted

Attached to
SOF Assessment and Selection Training Complex Federal contract opportunity
Solicitation number
W912PM20R0003
Issued by
Department of the Army Corps of Engineers Engineering District Wilmington

About this file

This document provides details for a federal contract solicitation to construct a Special Operations Forces Assessment and Selection Training Complex. The solicitation seeks the design and construction of training space, storage space, locker rooms and showers, building support space, new entry control points including guard houses and security gates, under vehicle surveillance systems, and supporting communications, power, water and sewer utilities. The project also includes the construction of a new training obstacle course with multiple physical training stations along a circuit route. Built-in building systems will include fire alarm and mass notification, fire suppression, energy management control, telephone, advanced unclassified and classified communications networks, television, electronic access control, and a protected distribution system. Supporting facilities will consist of site preparation, utilities installation, lighting, vehicle parking, access drives and roads, curb and gutter sidewalks, storm drainage, landscaping, and other site improvements. Design and construction must comply with federal sustainable building requirements and low impact development features where appropriate. The solicitation was issued by the U.S. Army Corps of Engineers Engineering District Wilmington.

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Other files for this federal contract opportunity

Other files attached to SOF Assessment and Selection Training Complex, newest first.
File Type Posted
W912PM20R00030008.pdf PDF
W912PM20R00030008_Conformed.pdf PDF
Amend_0007_PN86021_RTA_SPECS_VOL_02.pdf PDF
W912PM20R00030007.pdf PDF
Amend_0007_PN86021_0006_Technical_Summary_of_Changes.pdf PDF
Amend_0007_FY20PN86021-RB-CG103.pdf PDF
Amend_0007_FY20PN86021-RB-CU101.pdf PDF
Amend_0007_FY20PN86021-RB-AE409.pdf PDF
Amend_0007_10_28_13_Revised 4-18.pdf PDF
Amend_0006_Table of Contents_REVISED.pdf PDF
Amend_0006_FY20PN86021-RB-AE301.pdf PDF
W912PM20R00030006_Conformed.pdf PDF
Amend_0006_FY20PN86021-AE102.pdf PDF
Amend_0006_FY20PN86021-SCP-CS402.pdf PDF
Amend_0006_07 13 53_ADDED.pdf PDF
Amend_0006_PN86021_0006_Technical Summary of Changes.pdf PDF
Amend_0006_FY20PN86021-NCP-CI505.pdf PDF
Amend_0006_10 28 13_REVISED.pdf PDF
Amend_0006_FY20PN86021-RB-CU101.pdf PDF
W912PM20R00030006.pdf PDF
Amend_0006_32 92 23_ADDED.pdf PDF
PN86021_0005_Technical Summary of Changes.pdf PDF
Amend_0005_Submittal_Regsiter.pdf PDF
Amend_0005_FY20PN86021-NN-SC523.pdf PDF
W912PM20R00030005_Conformed.pdf PDF
W912PM20R00030005.pdf PDF
W912PM20R00030004.pdf PDF
Amend 0004 - Pictures for Total Design Analysis RB-SCP-NCP-NN.pdf PDF
PN86021_0004_Technical Summary of Changes (002).pdf PDF
W912PM20R00030004_Conformed.pdf PDF
86021 List of Site Visit Attendees.pdf PDF
Amend 0003 Appendix A Example 3 Past Performance.pdf PDF
Amend 0003 Appendix A Example 1 Past Experience.pdf PDF
W912PM20R00030003.pdf PDF
W912PM20R00030002.pdf PDF
W912PM20R00030002-Conformed.pdf PDF
W912PM20R00030001.pdf PDF
W912PM20R00030001-Conformed.pdf PDF
W912PM20R0003_SOF_Assessment_and_Selection_Complex.pdf PDF
PN86021_RTA_PLANS_v2of4_unlocked.pdf PDF
PN86021_RTA_PLANS_v1of4.pdf PDF
PN86021_RTA_PLANS_v1of4_unlocked.pdf PDF
PN86021_RTA_PLANS_v4of4_unlocked.pdf PDF
PN86021_RTA_PLANS_v2of4.pdf PDF
PN86021_RTA_PLANS_v3of4_unlocked.pdf PDF
86021_Site_Visit_Map.jpg JPG image
PN86021_RTA_SPECS_VOL 02.pdf PDF
PN86021_RTA_PLANS_v3of4.pdf PDF
PN86021_RTA_SPECS_VOL 01.pdf PDF
PN86021_RTA_SPECS_VOL 03.pdf PDF
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Text version

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NEW SPEED MODULAR. SEE SHEET CI504, DETAIL #1.

VEHICLE SCANNER

OPTION 1: NEW 10 FT. X 20 FT. GUARD SHACK. SEE ARCHITECTURE SHEETS

PERPENDICULAR CURB RAMP DETAIL.

SEE SHEET CI504, DETAIL #4

10 FT. WIDE KNEE WALL. SEE STRUCTURAL SHEETS

FIXED BOLLARD FOR GUARD SHACK, TYP (1 OF 4). SEE SHEET CI504, DETAIL #2

18 IN. CURB AND GUTTER. SEE SHEET CI504, DETAIL #3

CONCRETE PAD FOR CARD READER

RELOCATED EXISTING CONCRETE

BLOCK. USE CABLE ANCHORS TO

HOLD BLOCKS IN PLACE. TYP.

MANUAL CABLE BARRIER,

TO MATCH EXISTING

WHEEL STOP FOR PARKING SPOT

16 FT. X 33.5 FT. CONCRETE

ISLAND FOR GUARD SHACK.

SEE STRUCTURAL SHEETS

PROJECT LIMITS, TYP.

FIXED BOLLARD FOR CARD READER, TYP (1 OF 2). SEE SHEET CI504, DETAIL #2

RELOCATED EXISTING RIP-RAP CHECK DAM, TYP.

CONCRETE PADS FOR ASUS AND

SANDHILLS GENERATORS. ACTUAL SIZE

DEPENDANT ON GENERATOR CHOSEN

APPROXIMATELY 3,752 S.F. OF NEW GRAVEL

FOR 12 FT. WIDE PT TRAIL/PERIMETER ROAD

TIE-IN TO NEW

ASPHALT PAVEMENT

N: 473488.723

E: 1854112.337

EXISTING FIBER OPTIC BOX TO BE

RELOCATED BY SPECTRUM;

CONTRACTOR TO COORDINATE

WITH SPECTRUM. FIBER OPTIC

BOX TO BE FLUSH WITH CONCRETE

(APPROX. 24 IN. X 36 IN.)

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APRON

320.47

STEEL CASTING, SNOWPLOWABLE RAISED

PAVEMENT MARKERS, TYP. IAW NCDOT

STANDARD 1253.01. SEE SHEET CI504, DETAIL #10

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GRAPHIC SCALE

1" = 10'

10'0 20'5'

1. SEE SHEET CI505 FOR CONCRETE ISLAND SLOPES.

2. SEE SHEET CG101 FOR FULL LIMITS OF CONSTRUCTION AND PROJECT

LIMITS.

3. SEE SHEETS CI401 THRU CI403 FOR SIGNAGE AND PAVEMENT

MARKINGS.

GENERAL NOTES

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AutoCAD SHX Text

SPECIAL FORCES WAY

AutoCAD SHX Text

A-TEAM RD

AutoCAD SHX Text

A-TEAM RD

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SPECIAL FORCES WAY

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