Amend_0007_FY20PN86021-RB-CU101.pdf

PDF 2 MB Posted

Attached to
SOF Assessment and Selection Training Complex
Solicitation number
W912PM20R0003
Issued by

About this file

This solicitation seeks proposals for the construction of a Special Operations Forces Assessment and Selection Training Complex. Key requirements include new training space, storage space, locker rooms and showers, building support space, guard houses, security gates, under vehicle surveillance systems, communications, power, water and sewer utilities, a physical training obstacle course with multiple stations along a circuit route, built-in building systems such as fire alarm, fire suppression, energy management control, telephone, advanced communications networks, television, electronic access control, and a protected distribution system. Supporting facilities include site preparation, utilities, lighting, vehicle parking, access drives and roads, curb and gutter sidewalks, storm drainage, landscaping, and other site improvements. Proposals are due on April 3, 2020, with award anticipated by July 15, 2020. The Department of the Army Corps of Engineers Engineering District Wilmington is the contracting agency.

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Other files

File Type Posted
W912PM20R00030008.pdf PDF
W912PM20R00030008_Conformed.pdf PDF
W912PM20R00030007_Conformed.pdf PDF
Amend_0007_FY20PN86021-RB-CG103.pdf PDF
Amend_0007_FY20PN86021-RB-AE409.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_10_28_13_Revised 4-18.pdf PDF
Amend_0006_PN86021_RTA_SPECS_VOL 01.pdf PDF
Amend_0006_FY20PN86021-RB-CG103.pdf PDF
Amend_0006_07 13 53_ADDED.pdf PDF
Amend_0006_PN86021_0006_Technical Summary of Changes.pdf PDF
W912PM20R00030006_Conformed.pdf PDF
Amend_0006_FY20PN86021-NCP-CS402.pdf PDF
Amend_0006_FY20PN86021-AE102.pdf PDF
Amend_0006_FY20PN86021-RB-AE301.pdf PDF
W912PM20R00030006.pdf PDF
Amend_0006_10 28 13_REVISED.pdf PDF
Amend_0006_FY20PN86021-RB-CU101.pdf PDF
Amend_0006_FY20PN86021-NCP-CI505.pdf PDF
Amend_0006_Table of Contents_REVISED.pdf PDF
Amend_0006_32 92 23_ADDED.pdf PDF
Amend_0006_FY20PN86021-SCP-CS402.pdf PDF
Amend_0006_FY20PN86021-RB-AE603.pdf PDF
Amend_0006_PN86021_RTA_SPECS_VOL 02.pdf PDF
Amend_0006_Submittal Register_REVISION.pdf PDF
Amend_0005_FY20PN86021-RB-SB101.pdf PDF
Amend_0005_Submittal_Regsiter.pdf PDF
W912PM20R00030005.pdf PDF
W912PM20R00030005_Conformed.pdf PDF
Amend_0005_FY20PN86021-NN-SC523.pdf PDF
PN86021_0005_Technical Summary of Changes.pdf PDF
Amend_0005_FY20PN86021-RB-ST506.pdf PDF
Amend_0005_PN86021_RTA_SPECS_VOL 01.pdf PDF
Amend_0005_01 45 00.00 10.pdf PDF
W912PM20R00030004.pdf PDF
W912PM20R00030004_Conformed.pdf PDF
PN86021_0004_Technical Summary of Changes (002).pdf PDF
Amend 0004 - Pictures for Total Design Analysis RB-SCP-NCP-NN.pdf PDF
86021 List of Site Visit Attendees.pdf PDF
Amend 0003 TAB A Proposal Cover Sheet.pdf PDF
Amend 0003 Appendix A Example 1 Past Experience.pdf PDF
W912PM20R00030003.pdf PDF
Amend 0003 Appendix A Example 3 Past Performance.pdf PDF
W912PM20R00030003_Conformed.pdf PDF
W912PM20R00030002.pdf PDF
W912PM20R00030002-Conformed.pdf PDF
W912PM20R00030001-Conformed.pdf PDF
W912PM20R00030001.pdf PDF
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PROPOSED CONSTRUCTION

TRAILER & PARKING AREA

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GRATE INLET

TOP: 346.10

GRATE INLET

TOP: 342.27

EXISTING READY

BUILDING T-4334

FFE = 344.50

EXISTING

COMPANY

ADMINISTRATION

FACILITY T-4034

FFE = 344.50

GRATE INLET

TOP: 342.27

GRATE INLET

TOP: 342.37

GRATE INLET

TOP: 342.39

GRATE INLET

TOP: 342.26

GRATE INLET

TOP: 342.75

GRATE INLET

TOP: 343.16

GRATE INLET

TOP: 342.81

GRATE INLET

TOP: 342.52

GRATE INLET

TOP: 343.06

GRATE INLET

TOP: 342.95

PROPOSED

READY BUILDING

FFE = 344.70

NEW 4" DOMESTIC WATER CONNECTION

WITH GATE VALVE (BY ASUS)

NEW 1" GASLINE CONNECTION. REFER

TO MECHANICAL/PLUMBING SHEETS.

NEW 6" SANITARY SEWER

CONNECTION. REFER TO

PLUMBING SHEETS.

AMERICAN STATES UTILITY SERVICES

(ASUS) TO PROVIDE SEWER MAIN SERVICES

UP TO BUILDING WITH CLEANOUT WITH A

MINIMUM OF 5' OR A POINT OF

DEMARCATION AS SPECIFIED BY ASUS.

CONTRACTOR SHALL COORDINATE WITH

DPW REGARDING GAS TIE-IN LOCATION.

ALIGNMENT ONLY SHOWN FOR

PRELIMINARY LAYOUT PURPOSES. GAS LINE

SHALL BE METERED. METER LOCATION

SHALL BE COORDINATED WITH DPW.

NEW CLEANOUT, TYP. BY ASUS

NEW 6" FIRE WATER LINE

WITH GATE VALVE. REFER

TO FIRE PROTECTION

SHEETS

AMERICAN STATES UTILITY SERVICES

(ASUS) TO PROVIDE WATER MAIN SERVICES

UP TO BUILDING WITH METER, RPZ

BACKFLOW PREVENTER, AND POST

INDICATOR VALVE. THE CONTRACTOR

SHALL INSTALL PIPING UP TO A MINIMUM OF

5' OR A POINT OF DEMARCATION AS

SPECIFIED BY ASUS.

NEW BOLLARDS TO BE

PLACED TO PROTECT

NEW UTILITIES, TYP. SEE

DETAIL 1, SHEET CI503

FIRE WATER BFP (BY ASUS)

WILL HAVE TAMPER SWITCH.

NEW 6" SANITARY SEWER

CONNECTION. REFER TO

PLUMBING SHEETS.

PROVIDE 1

" SCHEDULE 40 LP GAS SUPPLY

WITH LP GAS RATED SHUT OFF VALVE AND

ADUSTABLE VALVE BOX RATED FOR HEAVY

TRAFFIC WITHIN 5' OF TIE-IN POINT. VALVE

BOX SHALL BE LABELED "GAS" ON COVER AND

BE INSTALLED FLUSH WITH EXISTING GRADE.

METAL LOCATING TAPE SHALL BE PROVIDED

AT A MAXIMUM OF 30" BELOW FINISH GRADE.

NEW TRANSFORMERS.

REFER TO ELECTRICAL

SHEETS. ELECTRICAL

CONNECTION AND

ALIGNMENT BY SANDHILL

UTILITY SERVICES.

NEW UNDERGROUND POWER LINE.

REFER TO ELECTRICAL SHEETS.

TIE IN TO EXISTING

SECURITY CONDUIT

CURRENTLY CAPPED FOR

FUTURE USE.

NEW UNDERGROUND

CONDUIT WITH TAMPER

SWITCHES AND HOT BOX

CONNECTION. SEE SHEET

ES101 FOR DETAILED

POWER TELECOMM AND

SECURITY INFORMATION.

INSTALL WIND SCREEN FABRIC

PANELS BETWEEN EXISTING

BOLLARDS. SEE DETAIL #2 ON

THIS SHEET.

(12)

" YARD HYDRANTS SUPPLIED

WITH 1-1/2" C.W. PROVIDE (6)

BOLLARDS (FIRST FLOOR ONLY)

(12)

" YARD HYDRANTS

SUPPLIED WITH 1-1/2" C.W.

PROVIDE (6) BOLLARDS

(FIRST FLOOR ONLY)

RPZ AND ISOLATION VALVES WITHIN

AN INSULATED VALVE BOX .

STORM DOWNSPOUT AND

GRATE DRAIN OVER

SANITARY SEWER.

STORM DOWN-

SPOUT OVER

SANITARY SEWER.

COORDINATE WITH

WATER AND

COMMS

COORDINATE

STORM DOWN-

SPOUT AND GRATE

DRAIN WITH

WATER, GAS AND

COMMS

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CU101

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SCALE: 1" = 40'

COMPOSITE UTILITIES PLAN

GENERAL NOTES

1. REFER TO PLUMBING/MECHANICAL SHEETS FOR INTERIOR

CONNECTION INFORMATION.

2. ALL NEW UTILITY CROSSINGS TO HAVE A MINIMUM OF 18"

SEPARATION DISTANCE BETWEEN EACH OTHER AND ANY

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.

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KEY PLAN

GRAPHIC SCALE

1" = 40'

40'0 80'20'

NOTE

WIND SCREEN FABRIC PANELS (1 OF 4)

SHALL SPAN BETWEEN EXISTING BOLLARDS.

A NEW 2x2 ANGLE WITH THREE SLOTTED

OPENINGS SHALL BE WELDED TO EACH

BOLLARD AS SHOWN. FABRIC PANEL WITH

THREE INTEGRAL GROMMETS (ON EACH

END OF PANEL) SHALL BE ATTACHED TO

SLOTTED OPENINGS WITH ZIP-TIES.

EXISTING BOLLARD HEIGHTS AND THE

DISTANCE BETWEEN BOLLARDS SHALL BE

FIELD VERIFIED PRIOR TO FABRICATION OF

WIND SCREEN FABRIC PANELS AND

COMPONENTS.

NOT TO SCALE

WIND SCREEN DETAIL

EXISTING STEEL

BOLLARD (1 OF 4)

WELDED ANGLE

2" X 2" X

" TO BOLLARD

INTEGRAL METAL GROMMET

(1 OF 6 PER WIND SCREEN PANEL)

1/2" X 1 1/2" SLOT (TYP)

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