A5.1-NCC Haul Route Addendum 1.pdf

PDF 1 MB Posted

Attached to
Construct Network Control Center Federal contract opportunity
Solicitation number
W50S97-25-B-A002
Issued by
Department of the Army National Guard

About this file

This document is a site layout and access route drawing for a Network Control Center (NCC) construction project for the 118th Wing at Berry Field Air National Guard Base in Nashville, Tennessee. The project involves constructing a new approximately 1,500 square foot facility (Building 818) with a total contract duration of 365 calendar days. The solicitation is set aside 100% for small businesses under NAICS Code 236220, with a small business size standard of $45,000,000 and an estimated project magnitude between $1-5 million. Key technical requirements include specific sole-source systems like Automated Logic Energy Management System, Vertiv Liebert Computer Room Air Conditioning units, and Monaco fire system for compatibility with existing installations. The bid opening is scheduled for 12 August 2025 at 1:00 PM CST, with a pre-bid conference planned for 16 July 2025, and all questions due by 9 July 2025. Contractors must be registered in the System for Award Management (SAM) and will be subject to limitations on subcontracting, with no more than 85% of contract performance costs paid to non-similarly situated subcontractors.

View the file

Other files for this federal contract opportunity

Show all 24

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

X X

X

32.1956

BLDG

BLDG 757

BLDG 721

BLDG723

BLDG702

BLDG734

BLDG 720

BLDG745

BLDG738

BLDG 708

BLDG715

BLDG 730 & 731

BLDG735 BLDG712

BLDG219

BLDG214

BLDG746

BLDG740BLDG741

BLDG747

BLDG803

BLDG806

BLDG 810

BLDG 811

BLDG 808

BLDG 809

BLDG 812

BLDG 813

BLDG 801

BLDG804BLDG 807

BLDG 802

INDEX

In de x

H

U S

PF

O

9-

M A

IN

TA

IN

B

A S

E S

ID

E

W A

LK

S

/D R

A W

IN

G

S /D

W G

/S H

E E

TS

LEN

CJS

DRAWING LIST

PROJECT CONTACTS

1. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. CONTRACTOR SHALL REQUEST LOCATION OF ALL EXISTING UTILITIES FROM CONTRACTING OFFICER'S REPRESENTATIVE (COR) PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES, WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT.CONTRACTOR SHALL REQUEST A DIG PERMIT FROM WORK CONTROL (615) 660-8716 PRIOR TO ENGAGING IN ANY EXCAVATION OR PENETRATING THE GROUND IN ANY WAY. CONTRACTOR SHALL ALSO CONTACT THE TENNESSEE ONE CALL CENTER AT 811 FOR LOCATION OF ANY/ALL ELECTRICAL FACILITIES. THE PRIMARY ELECTRICAL SERVICE ON BASE IS OWNED AND OPERATED BY THE

NASHVILLE ELECTRIC SERVICE (615) 736-6900.

2. CONTRACTOR SHALL CAREFULLY EXCAVATE TRENCHES WHERE NEW UTILITIES INTERSECT EXISTING UTILITIES. DEPTHS OF EXISTING UTILITIES ARE UNKNOWN. ANY INTERFERENCES SHALL BE REPORTED TO THE CONTRACTING OFFICER. CONSTRUCTION MUST START AT

THE LOWEST POINT OF CONNECTION AND WORK BACK TOWARD THE BUILDING.

3. NOTE UTILITY EXCAVATIONS SHALL NOT BE CLOSER THAN 18" TO OUTSIDE FACE OF BUILDING FOOTINGS, OR AT AN OFFSET DETERMINED

BY A 2:1 SLOPE FROM THE EDGE OF FOOTING, WHICHEVER IS GREATER.

4. ALL STRIPING SHALL BE IN ACCORDANCE WITH MUTCD LATEST VERSION.

5. CONTRACTOR SHALL GRADE SUBBGRADE TO ACCOUNT FOR ALL FINISH MATERIALS. GRADING REPRESENTS FINISH GRADES UPON

COMPLETION OF ALL FINISH SURFACES.

6. CONTRACTOR SHALL NEATLY SAWCUT PAVEMENT AND PATCH AS NEEDED TO MATCH EXISTING ADJACENT TO CURB LINE SEE A1/C2.1.

7. GRADING MUST ALLOW FOR ALL FINISHED SURFACES INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, RIVERROCK, SLABS ETC.

8. CONTRACTOR SHALL MAINTAIN EXISTING UTILITY SERVICES (WATER, SEWER, ELECTRIC, NATURAL GAS, AND COMMUNICATIONS) AND/OR

MAKE PROVISIONS FOR OUTAGES WITH COR A MINIMUM OF 72 HOURS IN ADVANCE.

9. ALL INORGANIC MATERIALS IDENTIFIED FOR DEMOLITION AND REMOVAL SHALL BE DISPOSED OF OFF BASE AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. SUCH MATERIAL SHALL INCLUDE, BUT IS NOT LIMITED TO, BRICK, TILE, FIXTURES, UTILITY COMPONENTS, PAVEMENT, CURBING AND OTHER SUCH ITEMS. ANY APPLICABLE MATERIALS SHOULD BE CONSIDERED FOR RECYCLE.

10. CONTRACTOR SHALL RECYCLE DEMOLISHED/WASTE MATERIALS TO THE GREATEST EXTENT POSSIBLE. CONTRACTOR SHALL PROVIDE QUANTITIES OF RECYCLED CONTENT AND CONSTRUCTION WASTE DISPOSED OF OFF SITE ON A QUARTERLY BASIS TO THE COR, OR

ENVIRONMENTAL MANAGEMENT OFFICE.

11. CONTRACTOR SHALL PROVIDE A LIST OF HAZMAT FOR REVIEW BY THE ENVIRONMENTAL MGMT OFFICE PRIOR TO APPROVAL FOR USE ON

BASE.

12. CONTRACTOR SHALL PROVIDE A MONTHLY HAZMAT USAGE REPORT TO THE ENVIRONMENTAL MANAGEMENT OFFICE.

13. HAZARDOUS WASTE GENERATED BY THE CONTRACTOR SHALL BE MANAGED AS PART OF THE CONTRACT AND DISPOSED OF ACCORDING

TO LOCAL/STATE/FEDERAL REGULATIONS.

GENERAL NOTES

CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE - MAJ. JAMES BELL (615) 660-8694

CIVIL ENGINEERING WORK CONTROL - (615) 660-8716

NASHVILLE ELECTRIC SERVICE - (615) 736-6900

COVER

INDEX DRAWING LIST, NOTES AND LOCATION MAPS

C1.0 EXISTING CONDITIONS

C1.1 DEMOLITION PLAN

C1.2 SITE LAYOUT PLAN

C2.1 SITE DETAILS

C2.2 SITE DETAILS

C2.3 SITE DETAILS

A0.1 GENERAL NOTES

A0.2 ACCESSIBILITY REQUIREMENTS

A1.1 FLOOR PLAN

A1.2 REFLECTED CEILING PLAN

A1.3 SOFFIT PLAN / ROOF PLAN

A2.1 EXTERIOR ELEVATIONS

A3.1 BUILDING SECTIONS & INTERIOR ELEVATIONS

A4.1 WALL SECTIONS

A4.2 WALL SECTIONS

A6.1 DOOR & GLAZING ELEVATIONS

S0.1 GENERAL NOTES

S0.2 TYPICAL SECTIONS AND DETAILS

S1.1 FOUNDATION PLAN

S2.1 SECTIONS & DETAILS

FP1.1 FLOOR PLAN - FIRE PROTECTION

P1.1 FLOOR PLAN - PLUMBING

M1.1 FLOOR PLAN - HVAC

M2.1 DETAILS - HVAC

E1.0 ELECTRICAL SITE PLAN - DEMOLITION

E1.1 ELECTRICAL SITE PLAN

E2.1 FLOOR PLAN-ELECTRICAL

E2.2 FLOOR PLAN - FIRE ALARM

E3.1 LEGENDS, SCHEDULES & DETAILS

E3.2 SCHEDULES & DETAILS

IT2.1 FLOOR PLANS - INFORMATION TECHNOLOGIES

IT4.1 DETAILS - IT NETWORK COMMUNICATIONS

IT4.2 DETAILS - IT NETWORK COMMUNICATIONS

IT4.3 DETAILS - INFORMATION TECHNOLOGIES

IT5.1 PANEL SCHEDULE - INFORMATION TECHNOLOGIES

US 70

US 70

US 41A

US 41

US 41

US 41

US 41

US 70

I-40

I-40I-40

I-40

I-2

I-24

I-24

US

1A

US 41A

US

I-6

US

I-65

I55 I55

I55

I5

255 255

SITE

LOCATION MAP

NOT TO SCALE

CONSTRUCTION ACCESS ROUTE

LEGEND

STAGING / POV

PARKING AREA

8t h W

IN

G

C on st ru ct N

C C

, B u ild in g

BKTZ222001

04.12.24

NOT TO SCALE

.2 1.

Ad de nd um

AutoCAD SHX Text

(US HWY. 41 & 70S)

AutoCAD SHX Text x

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text

AREA

AutoCAD SHX Text

GRAVELED

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

AutoCAD SHX Text

BLDG

AutoCAD SHX Text A6

AutoCAD SHX Text B3

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

AutoCAD SHX Text B4

AutoCAD SHX Text B5

AutoCAD SHX Text B6

AutoCAD SHX Text B2

AutoCAD SHX Text B1

AutoCAD SHX Text A5

AutoCAD SHX Text A4

AutoCAD SHX Text A3

AutoCAD SHX Text A2

AutoCAD SHX Text A1

AutoCAD SHX Text

CONSTRUCTION ACCESS AND MATERIAL/EQUIPMENT HAUL ROUTE

AutoCAD SHX Text

DONELSON PIKE

AutoCAD SHX Text

COUCHVILLE PIKE

AutoCAD SHX Text

KNAPP

AutoCAD SHX Text

MURFREESBORO PIKE

AutoCAD SHX Text

KNAPP BLVD

AutoCAD SHX Text

TO INTERSTATE

AutoCAD SHX Text

NASHVILLE INTERNATIONAL AIRPORT

AutoCAD SHX Text

HANGAR LANE

AutoCAD SHX Text

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJ. NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text

COR

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text W

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NASHVILLE, TENNESSEE

AutoCAD SHX Text

NASHVILLE, TENNESSEE

AutoCAD SHX Text

ALTERNATE ROUTE FOR WIDE TURNING VEHICLES

Sheets and Views
Index
OLE1

File details come from the government source that posted it. Updated .