7379476 DrawingsAsOne.pdf

PDF 2 MB Posted Jun 18, 2025

Attached to: Repair Magazine Building 1239
Solicitation number: N400857379476
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Jun 18, 2025

These architectural drawings detail a repair project for Missile Magazine Building 1239 at Marine Corps Air Station Cherry Point, North Carolina. The project scope includes: 1) removing rust from roof vents and recoating with epoxy (approximately 410 sq ft), 2) pressure washing roof blisters and recoating with elastomeric materials (approximately 8,200 sq ft), 3) covering downspouts to prevent debris entry, and 4) filling cracks in concrete floors and walls with silicone sealant (approximately 72 linear feet of floor cracks and 100 linear feet of wall cracks). The drawings provide comprehensive site plans, elevations, and key notes highlighting specific repair areas, including roof slopes, gutters, downspouts, glass block windows, and concrete condition details.

The project is specifically for the U.S. Navy Naval Facilities Engineering Command, with the work location at Marine Corps Air Station Cherry Point in North Carolina. The solicitation (N400857379476) is restricted to General MACC (Multiple Award Construction Contract) contractors listed on the RFP cover letter. The technical drawings include detailed site location maps, building elevations, plan views, and photographic documentation of the current building condition, with precise measurements and repair specifications for the Missile Magazine Building 1239.

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Other files

File	Type	Posted
7379476 Amendment 0001.pdf	PDF	Jul 10, 2025
7379476 RFP.pdf	PDF	Jun 18, 2025
7379476 SpecsAsOne.pdf	PDF	Jun 18, 2025

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G001

7436798

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PROJECT LOCATION

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LOCATION OF WORK, BLDG 1239

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MCAS CHERRY POINT

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JEFFERSON DR.

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MADISON DR.

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SLOCUM RD

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ROOSEVELT BLVD

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BUNCOMBE RD

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RIVER

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NEW BERN

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NEUSE

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HAVELOCK

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JACKSONVILLE

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CHERRY POINT

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MCAS

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OCEAN

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CITY

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LEJEUNE

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CAMP

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ATLANTIC

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BEAUFORT

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MOREHEAD

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BUNCOMBE RD

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SLOCUM RD

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WAYNE RD

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ALAMANCE RD

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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NAVFAC NUMBER

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MAXIMO WO:

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CODE ID. NO. 80091 SIZE D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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FIRE PROTECTION

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DATE

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DESIGNED & ENGINEERED BY:

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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DESCRIPTION

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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7379476 REPAIR MAGAZINE B1239

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MCAS CHERRY POINT

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COVER SHEET - LOCATION PLAN

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7379476 REPAIR MAGAZINE B1239 MARINE CORPS AIR STATION, CHERRY POINT, NC

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INDEX OF DRAWINGS

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NAVFAC NO.

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SHEET NO.

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TITLE

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COVER SHEET, LOCATION PLAN, VICINITY MAP

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SITE PLAN

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EXISTING CONDITIONS PLAN AND ELEVATIONS

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GENERAL NOTES

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REPAIR PLAN, SECTIONS, DETAILS

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GENERAL NOTES

1. CONSTRUCTION OPERATIONS SHALL BE IN COMPLIANCE WITH ALL STATE AND FEDERAL REGULATIONS AS SPECIFIED.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK.

4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE, AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE

AT ALL TIMES.

BY THE CONTRACTOR SHALL BE REPLACED BY A NC LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

2. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA, AND APPROVED PERMITS ON THE SITE

5. CONTRACTOR SHALL PROVIDE MEASURES AS NECESSARY DURING CONTRUCTION FOR EROSION AND SEDIMENTATION CONTROL, PER THE

NCDEQ EROSION & SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.

6. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, AND ALL OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR SHALL BE RESTORED OR REPLACED BY THE CONTRACTOR

TO MEET THE APPROVAL OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. UTILITY LOCATIONS:

THE UNDERGROUND UTILITIES SHOWN ARE BASED ON INFORMATION FROM THE GEOFIDELIS PROGRAM. ALTHOUGH EVERY EFFORT HAS BEEN

MADE TO ENSURE THE ACCURACY OF THE INFORMATION, ERRORS AND CONDITIONS ORIGINATING FROM PHYSICAL SOURCES TO DEVELOP THE

DATABASE, MAY BE REFLECTED IN THE DATA PROVIDED.

ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE DRAWINGS AND LOCATION OF EXISTING UTILITIES (VERTICALLY AND HORIZONTALLY) ARE

SHOWN IN APPROXIMATE MANNER ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND COORDINATE

CHANGES TO UTILITIES IF NEEDED, WITH THE CONTRACTING OFFICER.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES REQUIRED DURING INSTALLATION OF NEW WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE RELOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH UTILITY RELOCATION.

9. WATER AND GROUND ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE.

10. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS SOIL OFF OF GOVERNMENT PROPERTY.

11. BURNING AT THE SITE IS NOT PERMITTED AT ANY TIME.

12. CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE THE LIMITS OF WORK DUE TO CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL REPAIR ALL SITE ELEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION.

13. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION.

14. CONTRACTOR SHALL MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD.

15. ALL DEBRIS HAULING TRUCKS SHALL FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE SITE.

16. CONTRACTOR SHALL ESTABLISH LAYDOWN AREA IN COORDINATION WITH THE CONTRACTING OFFICER.

17. CONTRACTOR SHALL PROVIDE FENCING, BARRICADES, OR OTHER PROTECTIVE DEVICES TO MAINTAIN A SECURE WORK AREA AT ALL TIMES.

18. THE CONTRACTOR SHALL MANAGE AND CONTROL ACTIVITIES TO MINIMIZE INTERFERENCE WITH ANY DAMAGE TO FISH AND WILDLIFE.

19. CONSTRUCTION SHALL ADHERE TO THE LATEST OSHA REGULATIONS.

20. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIAL, AND NOTIFY CONTRACTING OFFICER IF A DISCREPANCY IS DISCOVERED.

PROJECT SCOPE:

1. PROVIDE ROOF VENT AND ROOF COATINGS.

2. SEAL CRACKS IN CONCRETE WALK WAY AND WALLS.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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NAVFAC NUMBER

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CODE ID. NO. 80091 SIZE D

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CHIEF ARCH./ ENGR.

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DESIGNED & ENGINEERED BY:

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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MCAS CHERRY POINT DM&EB

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7379476 REPAIR MAGAZINE B1239

MCAS CHERRY POINT

WAYNE RD

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ALAMANCE RD

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SITE PLAN BLDG B1239

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BUNCOMBE RD

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DRIVEWAY & PARKING

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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CODE ID. NO. 80091 SIZE B

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CHIEF ARCH./ ENGR.

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FOR EFD FOR COMMANDER NAVFAC

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7379476 REPAIR MAGAZINE B1239

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MCAS CHERRY POINT

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SITE PLAN

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CE01

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40'

ROOF SLOPE

H:V 2:1

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1 1 1

2 2

3 3 33

3 3 3 3

4 4

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6 6

6 6 6 6 6 6

KEY NOTES

ROOF VENTS SHOWING RUST.1

METAL ROOF PANELS WITH WATER BLISTORS UNDER COATING.2

DOWNSPOUT DRAINS3

GUTTERS4

GLASS BLOCK WINDOWS5

CRACKS IN CONCRETE.6

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PLAN VIEW MISSILE MAGAZINE 1239

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FRONT ELEVATION MAGAZINE 1239

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BACK ELEVATION MAGAZINE 1239

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SIDE ELEVATION MAGAZINE 1239

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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7379476 REPAIR MAGAZINE B1239

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MCAS CHERRY POINT

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EXISTING CONDITIONS PLAN AND ELEVATIONS

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SCOPE OF WORK

PRESSURE WASH BLISTERS FROM ROOF, (APPROX. 8200 SF) RE COAT2

WITH ELASTOMERIC COATINGS. COVER DOWNSPOUTS

TO PREVENT ROOF DEBRIS FROM ENTERING THE DRAINS.

REMOVE RUST FROM ROOF VENTS, RE COAT1

WITH EPOXY COATINGS (APPROX. 410 SF).

FILL CRACKS IN FLOOR WITH SILICONE SEALANT REF 3

DETAIL 1, DWG CU01 (APPROX. 72 LF).

3 3 3 3 3 3 3

FILL CRACKS IN WALLS WITH SILICONE SEALANT REF 4

DETAIL 1, DWG CU01 (APPROX. 100 LF).

4 4

SLAB- JOINTS1

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PLAN VIEW MISSILE MAGAZINE 1239

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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TYPICAL CONCRETE JOINT (CJ)

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SAW CUT

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SAW CUT

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1/2" DIAMETER BACKER ROD

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TOP OF CONC.

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JOINT SEALANT

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%%ULEGEND:

CJ=CONTRACTION JOINT

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	2025-05-20T14:33:21-0400
PERRY.HEATHER.MELYNN.1388599614

File details come from the government source that posted it. Updated Jun 18, 2025.