Amendment 0001.pdf

PDF 6 MB Posted Aug 25, 2026

Attached to: 7232046 Renovate Driving Range Restroom Facility
Solicitation number: N400857232046
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Aug 25, 2026

This document is Amendment 0001 to a federal solicitation for renovation services at Marine Corps Air Station (MCAS) Cherry Point, North Carolina.

The project involves renovating the Driving Range Restroom Facility in Building 4608 at MCAS Cherry Point. Amendment 0001, issued August 25, 2026, provides contract drawings G-001 through E-501 and establishes the government's estimated cost range of $100,000 to $250,000. The amendment was issued in response to pre-award requests for information (RFI) from potential contractors regarding the availability of project drawings and the estimated cost range needed for bonding and surety evaluation purposes. The deadline for submitting pre-award RFIs remains August 27, 2026 at 12:00 PM, and the proposal due date remains September 3, 2026 at 12:00 PM local time. The solicitation is administered by CG MCAS Cherry Point Facilities, ROICC, located at B-87, 748 Roosevelt Boulevard, PSC Box 8006, Cherry Point, North Carolina 28533. All other contract terms and conditions from the original solicitation remain unchanged. The included drawings depict facility layouts, plumbing, mechanical, electrical systems, interior elevations, and fixture schedules for both demolition and construction phases of the restroom renovation project.

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Other files

File	Type	Posted
Amendment 0002.pdf	PDF	Sep 1, 2026
7232046 RFP.pdf	PDF	Aug 20, 2026
Master PPI Form.xlsx	XLSX spreadsheet	Aug 20, 2026
7232046 Specs As One.pdf	PDF	Aug 20, 2026

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES 1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

0001 08/25/2026 7232046

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code CG MCAS Cherry Point

FACILITIES, ROICC

B-87, 748 Roosevelt Blvd.

PSC BOX 8006

CHERRY POINT, NC 28533

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION Renovate Driving Range Restroom Facility, B4608

9B. DATED (SEE ITEM 11)

AMENDMENT MUST BE ACKNOWLEDGED WITH YOUR PROPOSAL 10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing items 8 and 15, and returning 1 copy of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14. ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATION CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103 (b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER: (specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return original to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

7232046 Renovate Driving Range Restroom Facility, Building 4608, Marine Corps Air Station Cherry Point, NC

Amendment 0001 is being issued to provide referenced drawings and the Government’s estimated cost range.

The deadline to submit pre-award RFI’s REMAINS 27 August 2026 at 12:00 PM.

The proposal due date of 03 September 2026 at 12:00 PM local time REMAINS.

See Attached.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR (Same as Item 8) 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

Renovate Driving Range Restroom Facility, Building 4608 Amendment 0001 MCAS Cherry Point, North Carolina Project No. 7232046

Block 14. DESCRIPTION OF AMENDMENT (cont.)

A. This amendment provides contract drawings G-001 through E-501.

B. This amendment provides the Estimated Cost Range of this project:

Estimated Cost Range: Between $100,000 and $250,000.

C. All other contract terms and conditions remain unchanged.

PREAWARD INQUIRY FORM

PAGE SECTION PARAGRAPH

1 8/20/2026 RFP Please provide the Government's estimated cost range for this project. This information is requested to determine whether a bid bond will be required and to allow our surety to evaluate the appropriate bonding limits, as the estimated cost range is required for their review. Providing this information in advance will help avoid the unnecessary risk associated with requesting a bid bond on the day of bid submission and ensure sufficient time for the surety to issue the bond, allowing us to comply with the solicitation's Bond Requirements, which require the bid bond to be submitted with the proposal.

Estimated Cost Range is provided on Amendment 0001.

2 8/21/2026 00 01 15 The spec sections states there are drawings G-001 through E- 501, but none have been provided. Are drawings available for this project?

Government drawings are now provided on Amendment 0001.

3 8/24/2026 Will there be drawings provided for this project? Government drawings are now provided on Amendment 0001.

4 8/21/2026 There are no drawings for this project or a site visit. How can it be bid without that information?

Government drawings are now provided on Amendment 0001.

POSTED ON

AMENDMENT #PPI #

REFERENCE

QUESTION GOVERNMENT RESPONSEDATE

SUBMITTED

July 2011

MAIN GATE

PASS & ID

SLOCUM

GATE

MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

PW WO.# 7232046

RENOVATE DRIVING RANGE

RESTROOM FACILITY, B4608

AREA OF WORK

BUILDING 4608

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K-L

ABBREVIATIONS

SYMBOL LEGEND

CHERRY POINT AIR STATION MAP

VICINITY MAP

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DRAWFORM REVISION: 07 AUG 2018

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UNCLASSIFIED - FOR OFFICIAL USE ONLY

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HAVELOCK, NC

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CHERRY POINT

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WATER SERVICE

FROST-PROOF YARD HYDRANT

BOLLARD

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AutoCAD SHX Text CIVIL NOTES: C1. REMOVE AND DISPOSE OF EXISTING HYDRANT SERVICE AND YARD HYDRANT. C2. PROVIDE 3/4" PE SERVICE LINE AND APPURTENANCES. SEE DETAIL 1, SHEET C-001 C3. PROVIDE SANITARY FROST FREE YARD HYDRANT (WOODFORD S3 OR EQUAL). PLACE 2'X2'X4" CONCRETE PAD AROUND YARD HYDRANT. SEE DETAIL 2, SHEET C-001 C4. PROVIDE 2 BOLLARDS TO PROTECT YARD HYDRANT. EXISTING POLE TO PROTECT OTHER SIDE OF YARD HYDRANT. SEE DETAIL 3, SHEET C-001.

AutoCAD SHX Text GENERAL NOTES: : 1. LOCATION AND SIZE OF WATER LINE IS BASED ON GIS DATA AND RECORD DRAWINGS. CONFLICTING INFORMATION WAS LOCATION AND SIZE OF WATER LINE IS BASED ON GIS DATA AND RECORD DRAWINGS. CONFLICTING INFORMATION WAS FOUND REGARDING THE SIZE AND MATERIAL. CONTRACTOR SHALL LOCATE AND VERIFY SIZE AND MATERIAL OF EXISTING WATER LINE BEFORE ORDERING NEW MATERIALS. 2. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA, AND APPROVED CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA, AND APPROVED PERMITS ON THE JOB SITE AT ALL TIMES. 3. CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK. ALL UTILITIES CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 4. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. LOCATION AND ELEVATION OF EXISTING UTILITIES ARE SHOWN NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. LOCATION AND ELEVATION OF EXISTING UTILITIES ARE SHOWN IN APPROXIMATE MANNER ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS AND COORDINATE CHANGES TO UTILITIES, IF NEEDED, WITH THE CONTRACTING OFFICER. 5. CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES DUE TO CONSTRUCTION ACTIVITIES. 6. CONTRACTOR SHALL REPAIR ALL IMPROVEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONTRACTOR SHALL REPAIR ALL IMPROVEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION. 7. CONTRACTOR SHALL PROVIDE MEASURES AS NECESSARY DURING CONSTRUCTION FOR SEDIMENTATION AND EROSION CONTRACTOR SHALL PROVIDE MEASURES AS NECESSARY DURING CONSTRUCTION FOR SEDIMENTATION AND EROSION CONTROL. 8. ALL EROSION CONTROL DEVICES SHALL BE IN PLACE BEFORE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. ALL EROSION CONTROL DEVICES SHALL BE IN PLACE BEFORE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 9. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION. 10. ALL DEBRIS HAULING TRUCKS SHALL FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE SITE. ALL DEBRIS HAULING TRUCKS SHALL FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE SITE. 11. KEEP TRAVELWAYS FREE OF DEBRIS AT ALL TIMES. KEEP TRAVELWAYS FREE OF DEBRIS AT ALL TIMES. 12. CONTRACTOR SHALL ESTABLISH A LAYDOWN AREA IN COORDINATION WITH CONTRACTING OFFICER. CONTRACTOR SHALL ESTABLISH A LAYDOWN AREA IN COORDINATION WITH CONTRACTING OFFICER. 13. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 14. PROTECT EXISTING UTILITY LINES THAT ARE INDICATED TO REMAIN. PROTECT EXISTING UTILITY LINES THAT ARE INDICATED TO REMAIN. 15. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF DAMAGE TO OR AN ENCOUNTER WITH AN UNKNOWN EXISTING NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF DAMAGE TO OR AN ENCOUNTER WITH AN UNKNOWN EXISTING UTILITY LINE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRS OF DAMAGE TO EXISTING UTILITY LINES THAT ARE TO REMAIN ACTIVE. 16. BURNING IS NOT PERMITTED ON SITE. BURNING IS NOT PERMITTED ON SITE. 17. EXCAVATION AND CONSTRUCTION SHALL PROCEED ACCORDING TO THE LATEST OSHA REGULATIONS AND THE EM 385.EXCAVATION AND CONSTRUCTION SHALL PROCEED ACCORDING TO THE LATEST OSHA REGULATIONS AND THE EM 385.

AutoCAD SHX Text C1/C2

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ex. water line

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GRADE SURFACE

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MIN.

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12" DIA.

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CONCRETE FOOTING

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1" CROWN

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SCHEDULE 40 STEEL PIPE

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4" DIAMETER-

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BLACK & YELLOW STRIPES.

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PAINT 4" WIDE ALTERNATING

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3" DOME FILL POST

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WITH CONCRETE

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VITREOUS CHINA

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C_LAVATORY

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CHESAPEAKE

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1. ASBESTOS MATERIAL AND LEAD-BASED PAINT TESTING HAS ASBESTOS MATERIAL AND LEAD-BASED PAINT TESTING HAS BEEN PERFORMED ON EXISTING AREAS OF WORK. SEE THE SPECIFICATION FOR ASBESTOS MATERIAL AND LEAD-BASED PAINT REPORT RESULTS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE STANDARD OF CARE REGARDING THE HANDLING OF ANY MATERIALS FOUND TO BE HAZARDOUS AND THE PROTECTION OF PERSONS FROM EXPOSURE. 2. CLEAN AND PREPARE ALL EXISTING PREVIOUSLY PAINTED CLEAN AND PREPARE ALL EXISTING PREVIOUSLY PAINTED INTERIOR SURFACES, WITHIN THE LIMITS OF CONSTRUCTION, FOR NEW PAINT FINISHES. 3. WHERE PIPES, CONDUITS, DUCTS, OR OTHER UTILITIES ARE WHERE PIPES, CONDUITS, DUCTS, OR OTHER UTILITIES ARE REMOVED AND NOT REPLACED, PROVIDE MATERIALS TO FILL THE OPENINGS(S) WHICH ARE THE SAME AS ADJACENT CONSTRUCTION. 4. FOR THE DURATION OF CONSTRUCTION, THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION, THE CONTRACTOR MUST PROVIDE (1) TEMPORARY TOILET FOR USE OF DRIVING RANGE PATRONS ONLY. THE CONTRACTOR MUST ALSO PROVIDE SERVICING OF TEMPORARY TOILET.

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GENERAL NOTES

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HAVELOCK, NC

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CHERRY POINT

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AutoCAD SHX Text DEMOLISH EXISTING TOILET FIXTURE. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. DEMOLISH EXISTING LAVATORY AND INSTANTANEOUS WATER HEATER. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. DEMOLISH EXISTING GRAB BAR, PAPER TOWEL DISPENSER, TOILET PAPER DISPENSER, AND WALL MIRROR. DEMOLISH EXISTING 1X2 AND 1X4 WOOD TRIM AROUND COLUMNS, SOFFIT, AND FASCIA. CLEAN AND PREPARE EXISTING CONCRETE FLOORS FOR NEW FLOOR FINISH. REMOVE VEGETATIVE GROWTH ON CONCRETE MASONRY WALLS. CLEAN AND PREPARE EXISTING CONCRETE MASONRY WALLS FOR NEW FINISH. DEMOLISH EXISTING 1X8 WOOD COLUMN COVERING. EXISTING STRUCTURAL WOOD COLUMN BENEATH TO REMAIN. CLEAN AND PREPARE EXISTING PAINTED CEILING AND SOFFIT FOR NEW FINISH. DEMOLISH EXISTING WALL-MOUNTED HEATER. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. DEMOLISH EXISTING EXHAUST FAN. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. DEMOLISH EXISTING DOOR HARDWARE. EXISTING HOLLOW METAL DOOR, METAL FRAME, AND METAL THRESHOLD ARE EXISTING TO REMAIN. CLEAN AND PREPARE EXISTING HOLLOW METAL DOOR AND METAL FRAME FOR NEW FINISH. DEMOLISH EXISTING WATER COOLER. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. DEMOLISH EXISTING LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. DEMOLISH EXISTING HOSE BIBB. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. REMOVE, STORE, AND PROTECT BUILDING NUMBER SIGN FOR THE DURATION OF CONSTRUCTION. REINSTALL FOLLOWING CONSTRUCTION COMPLETION. DEMOLISH EXISTING RESTROOM SIGNAGE. REMOVE EXISTING SEALANT AND BACKER ROD FROM EXISTING CONCRETE SLAB EXPANSION JOINTS. CLEAN AND PREPARE JOINTS FOR NEW SEALANT AND BACKER ROD. DEMOLISH EXISTING 5X9 RAILROAD TIE STEP. PREPARE GROUND FOR CONCRETE SLAB. CLEAR ROOF OF DEBRIS AND VEGETATIVE GROWTH.

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HAVELOCK, NC

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CHERRY POINT

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HMP

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1. ASBESTOS MATERIAL AND LEAD-BASED PAINT TESTING HAS ASBESTOS MATERIAL AND LEAD-BASED PAINT TESTING HAS BEEN PERFORMED ON EXISTING AREAS OF WORK. SEE THE SPECIFICATION FOR ASBESTOS MATERIAL AND LEAD-BASED PAINT REPORT RESULTS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE STANDARD OF CARE REGARDING THE HANDLING OF ANY MATERIALS FOUND TO BE HAZARDOUS AND THE PROTECTION OF PERSONS FROM EXPOSURE. 2. CLEAN AND PREPARE ALL EXISTING PREVIOUSLY PAINTED CLEAN AND PREPARE ALL EXISTING PREVIOUSLY PAINTED INTERIOR SURFACES, WITHIN THE LIMITS OF CONSTRUCTION, FOR NEW PAINT FINISHES. 3. WHERE PIPES, CONDUITS, DUCTS, OR OTHER UTILITIES WHERE PIPES, CONDUITS, DUCTS, OR OTHER UTILITIES ARE REMOVED AND NOT REPLACED, PROVIDE MATERIALS TO FILL THE OPENINGS(S) WHICH ARE THE SAME AS ADJACENT CONSTRUCTION. 4. FOR THE DURATION OF CONSTRUCTION, THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION, THE CONTRACTOR MUST PROVIDE (1) TEMPORARY TOILET FOR USE OF DRIVING RANGE PATRONS ONLY. THE CONTRACTOR MUST ALSO PROVIDE SERVICING OF TEMPORARY TOILET.

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TYPICAL

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TOILET ACCESSORIES SCHEDULE

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GABRIELLE

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TOILET

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VITREOUS CHINA

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VITREOUS CHINA

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C_LAVATORY

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CHESAPEAKE

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GABRIELLE

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TOILET

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C_LAVATORY

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RESTROOM

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RESTROOM

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TOILET TISSUE DISPENSER, SINGLE JUMBO

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GRAB BAR: 36"

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GRAB BAR: 42"

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PAPER TOWEL DISPENSER & TRASH RECEPTACLE, SURFACE MOUNTED

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SOAP DISPENSER

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WALL MOUNTED MIRROR: FULL LENGTH OVER LAVATORY COUNTER X 3'-0" HIGH MINIMUM

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MARK

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AutoCAD SHX Text NOTE: ACCESSORIES SPECIFIED APPEAR ON DESIGNATED PLANS, AND NOT ALL ACCESSORIES SHOWN HERE MAY BE SPECIFIED. COORDINATE WITH PLAN DESIGNATIONS. SEE SPECIFICATION FOR DETAILED PRODUCT INFORMATION INCLUDING ACCEPTABLE MANUFACTURERS, FINISHES, ETC.

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TTD

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AutoCAD SHX Text PROVIDE TOILET FIXTURE. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. PROVIDE LAVATORY AND INSTANTANEOUS WATER HEATER. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. PROVIDE 1X2 AND 1X4 WOOD TRIM AROUND COLUMN, SOFFIT, AND FASCIA WHERE EXISTING WERE REMOVED. PROVIDE 1X8 WOOD COLUMN COVERING AROUND EXISTING STRUCTURAL WOOD COLUMN. PROVIDE WALL-MOUNTED HEATER. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. PROVIDE EXHAUST FAN. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. PROVIDE WATER COOLER. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR INFORMATION. PROVIDE LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. PROVIDE HOSE BIBB. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. REINSTALL EXISTING BUILDING NUMBER SIGN IN ITS ORIGINAL LOCATION. PROVIDE SEALANT AND BACKER ROD WHERE EXISTING WAS REMOVED. PROVIDE 4" CONCRETE PAD.

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1. SEE SYMBOL LEGEND ON SHEET G-001. SEE SYMBOL LEGEND ON SHEET G-001. 2. SEE FINISH SCHEDULE ON SHEET A-601 FOR ALL SEE FINISH SCHEDULE ON SHEET A-601 FOR ALL FOR ALL FOR ALL MATERIAL AND COLOR SELECTIONS 3. ALL MATERIALS ARE TO BE CONSIDERED NEW UNLESS ALL MATERIALS ARE TO BE CONSIDERED NEW UNLESS SPECIFICALLY REFERRED TO AS "EXISTING". 4. DOORS INDICATED WITH A NUMBER IN THE CONSTRUCTION DOORS INDICATED WITH A NUMBER IN THE CONSTRUCTION PLAN SHALL BE NEW DOORS AND NEW FRAMES UNLESS OTHERWISE NOTED. REFER TO THE DOOR SCHEDULE SHEET A-601 FOR NEW DOOR DESCRIPTIONS. 5. SEE DETAIL D4 & D5/A-601 FOR SIGNAGE DETAILS. SEE DETAIL D4 & D5/A-601 FOR SIGNAGE DETAILS. 6. PAINT INTERIOR AND EXTERIOR OF BUILDING PNT-1 UNLESS PAINT INTERIOR AND EXTERIOR OF BUILDING PNT-1 UNLESS NOTED OTHERWISE.

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HAVELOCK, NC

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CHERRY POINT

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HMP

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C1 NORTH INTERIOR ELEVATION - CONSTRUCTION C3 SOUTH INTERIOR ELEVATION - CONSTRUCTION

A1 SOUTH ELEVATION - CONSTRUCTION A3 INTERIOR ELEVATION - CONSTRUCTION A5 INTERIOR ELEVATION - CONSTRUCTION

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VITREOUS CHINA

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TOILETS

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GABRIELLE

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K-3322-RA

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K-3322-RA

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GABRIELLE

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TOILETS

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VITREOUS CHINA

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ELEVATIONS - CONSTRUCTION

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DEPARTMENT OF THE NAVY

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NAVAL FACILITIES ENGINEERING COMMAND

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 07 AUG 2018

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UNCLASSIFIED - FOR OFFICIAL USE ONLY

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UNCLASSIFIED - FOR OFFICIAL USE ONLY

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UNCLASSIFIED - FOR OFFICIAL USE ONLY

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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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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE D

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SCALE:

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AS NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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DESIGN

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REVIEW

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DRAWN

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EFD

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SEAL

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DESIGNED & ENGINEERED BY:

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FACILITIES ENGINEERING

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HAVELOCK, NC

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CHERRY POINT

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HMP

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LTP

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LPF

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LTP

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LTP

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LPF

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SCALE: 1/2"=1'-0"

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SCALE: 1/2"=1'-0"

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SCALE: 1/2"=1'-0"

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SCALE: 1/2"=1'-0"

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SCALE: 1/2"=1'-0"

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KEYNOTES

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APPLIES TO THIS SHEET ONLY

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GENERAL NOTES

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TYPICAL

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TYPICAL

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TYPICAL

RESTROOM

A-601

M A

E C

O R

P S

N , C

H E

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FINAL

R E

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V A

R A

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E S

, B

12.15.2023

FINISH SCHEDULE

FINISH LEGEND

D4 DOOR ELEVATION

D5 SIGNAGE

A4 CONCRETE DETAIL

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EXISTING LOUVER TO REMAIN

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SIGNAGE

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DOOR ELEVATION, FINISH SCHEDULES, AND DETAILS

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DEPARTMENT OF THE NAVY

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NAVAL FACILITIES ENGINEERING COMMAND

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 07 AUG 2018

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UNCLASSIFIED - FOR OFFICIAL USE ONLY

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UNCLASSIFIED - FOR OFFICIAL USE ONLY

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UNCLASSIFIED - FOR OFFICIAL USE ONLY

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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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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE D

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SCALE:

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AS NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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DESIGN

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REVIEW

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DRAWN

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EFD

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SEAL

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DESIGNED & ENGINEERED BY:

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FACILITIES ENGINEERING

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HAVELOCK, NC

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CHERRY POINT

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HMP

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LTP

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LPF

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LTP

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LTP

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LPF

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ROOM

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FLOOR FINISH

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BASE FINISH

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WALL FINISH

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CEILING FINISH

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REMARKS

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NUMBER

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NAME

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WOMEN'S RESTROOM

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SC-1

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PNT-1, PNT-2

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PNT-1

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PROVIDE PNT-2 ON THE EXTERIOR OF THE CONCRETE MASONRY WALLS

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MEN'S RESTROOM

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SC-1

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PNT-1, PNT-2

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PNT-1

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PROVIDE PNT-2 ON THE EXTERIOR OF THE CONCRETE MASONRY WALLS

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NUMBER

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NAME

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MANUFACTURER

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MODEL

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COLOR

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SIZE

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REMARKS

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PNT-1

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PAINT

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SHERWIN WILLIAMS

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SW 7077 ORIGINAL WHITE

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PNT-2 (EXTERIOR CONCRETE MASONRY WALLS)

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PAINT

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SHERWIN WILLIAMS

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SW 7079 PONDER

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PNT-3 (DOORS & FRAMES)

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PAINT

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SHERWIN WILLIAMS

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SW 7082 STUNNING SHADE

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SIGNAGE

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BACKGROUND-776 FOREST GREEN; COPY-733 PEARL GREY

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SC-1

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SEALED CONCRETE

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1. NAMES INDICATED FOR COLORS, TEXTURES, AND PATTERNS OF MATERIALS ARE FOR THE NAMES INDICATED FOR COLORS, TEXTURES, AND PATTERNS OF MATERIALS ARE FOR THE PURPOSE OF SELECTION ONLY. OTHER MANUFACTURERS' MATERIALS MAY BE ACCEPTABLE PROVIDED MATERIALS CLOSELY MATCH COLORS, TEXTURES, AND PATTERNS INDICATED AND CONFORM TO ALL SPECIFICATION REQUIREMENTS. 2. ALL MATERIALS/PRODUCTS ARE TO BE INSTALLED PER MANUFACTURER'S INSTALLATION ALL MATERIALS/PRODUCTS ARE TO BE INSTALLED PER MANUFACTURER'S INSTALLATION REQUIREMENTS. 3.

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File details come from the government source that posted it. Updated Aug 25, 2026.