7412156 DrawingsAsOne.pdf

PDF 2 MB Posted Aug 5, 2025

Attached to: Sink Hole Repair Building 4843
Solicitation number: N400857412156
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Aug 5, 2025

These are engineering drawings for a sink hole repair project at Marine Corps Air Station Cherry Point in North Carolina. The project involves trenchless rehabilitation of a 15-inch diameter clay pipe, approximately 60 linear feet long, located near Building 4843. The repair scope includes: (1) pre-repair CCTV inspection of the damaged pipe, (2) pipe rehabilitation using cured-in-place piping technology with resin lining, (3) post-repair CCTV inspection to verify functionality, and (4) site restoration involving filling the sinkhole with imported soil, compacting the area, and placing sod. The drawings provide detailed site plans, vicinity maps, existing site conditions, and technical specifications for the repair work, with the project number 7412156 and managed by the Naval Facilities Engineering Command.

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Other files

File	Type	Posted
7412156 AMENDMENT 0003.pdf	PDF	Aug 19, 2025
7412156 AMENDMENT 0002.pdf	PDF	Aug 18, 2025
7412156 AMENDMENT 0001.pdf	PDF	Aug 7, 2025
7412156 SpecsAsOne.pdf	PDF	Aug 5, 2025
7412156 RFP.pdf	PDF	Aug 5, 2025

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G001

7412156

12913272 1 4

PROJECT LOCATION

VICINITY MAP

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LOCATION OF WORK, BLDG 4843

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MCAS CHERRY POINT

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ROOSEVELT BLVD

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JEFFERSON DR.

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MADISON DR.

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CLUB 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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JEFFERSON DR.

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MADISON DR.

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CLUB RD

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ROOSEVELT BLVD

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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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DESIGN DIRECTOR

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FIRE PROTECTION

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DATE

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DESIGN

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REVIEW

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DRAWN

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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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DATE

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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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7412156 REPAIR SINKHOLE B4843

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MCAS CHERRY POINT

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COVER SHEET - LOCATION PLAN

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7412156 REPAIR SINK HOLE B4843 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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EXISTING SITE PLAN

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CE01

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GENERAL NOTES

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REPAIR PLAN, SECTIONS, DETAILS

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CU01

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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. CURED IN PLACE PIPING FOR15" DIA. CLAY PIPE USING TRENCHLESS REPAIR, APPROX 60 LF.

2. PLACE SOIL AND COMPACT INTO SINKHOLE TO RESTORE GRADE.

G002

N O

7412156

12913273 2 4

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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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DESIGN DIRECTOR

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FIRE PROTECTION

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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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DESIGNED & ENGINEERED BY:

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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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SYM.

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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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7412156 REPAIR SINKHOLE B4843

MCAS CHERRY POINT

BLDG 4843

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AutoCAD SHX Text 12.86

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FENC-L

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BULKHEAD

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VALVE/CO?

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SIGN

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COMM-VAULT

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12 RCPI

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UGE

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UGE

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IRS

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CATCH BASIN

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15" RCP

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15" CLAY PIPE

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12" RCP,10 LF

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12" RCP,13 LF

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KEY NOTES

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BULKHEAD

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JUNCTION BOX

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SINKHOLE

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EXISTING SITE PLAN

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NORTH

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DAMAGED PIPE TO BE REPAIRED (15" DIA. CLAY PIPE).

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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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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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CHIEF ARCH./ ENGR.

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DESIGN DIRECTOR

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

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7412156 REPAIR SINK HOLE B4843

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MCAS CHERRY POINT

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WORK DETAILS SH. 1

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CE01

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1" = 20'

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BULKHEAD

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BULKHEAD

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BULKHEAD

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SIGN

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SIGN

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BULKHEAD

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AutoCAD SHX Text 12.86

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FENC-L

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BULKHEAD

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TREE

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UGE1

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12 RCPI

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CATCH BASIN

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15" RCP

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15" CLAY PIPE

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12" RCP,13 LF

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KEY NOTES

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AutoCAD SHX Text PROVIDE CURED IN PLACE PIPING REHABILITATION OF 15" DIA CLAY PIPE (APPROX. 60 LF) USING TRENCHLESS REPAIR TECHNOLOGY

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WORK PLAN

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NORTH

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PROVIDED BY ADVANTAGE RELINE OR ENGINEER APPROVED EQUAL (PHONE 855-653-2687).

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PROCESS INCLUDES:

AutoCAD SHX Text A. PROVIDE PRE CCTV INSPECTION OF DAMAGED 15" RCP TO VERIFY CONDITIONS, PROVIDE FILE TO THE GOVERNMENT.PROVIDE PRE CCTV INSPECTION OF DAMAGED 15" RCP TO VERIFY CONDITIONS, PROVIDE FILE TO THE GOVERNMENT.

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C. RELINE 15" RCP USING 8MM THICK POLYESTER RESIN.

AutoCAD SHX Text D. AFTER RELINING IS COMPLETE AND CURED, PROVIDE CCTV INSPECTION TO VERFIFY FUNCTIONALITY OF DRAIN.

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E. ARRANGE FOR WATER FLOW INTO REPAIRED PIPE TO TEST.

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AutoCAD SHX Text PLACE IMPORTED FILL AND COMPACT INTO SINKHOLE TO RESTORE SITE GRADE. (APPROX. 5 CY)

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PLACE SOD OVER FILLED SINKHOLE AREA.

AutoCAD SHX Text B. USE A VACUUM TRUCK TO REMOVE WATER AND DEBRIS PRIOR TO PRIOR TO CURED IN PLACE PIPING REHABILITATION.

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AutoCAD SHX Text PLACE IMPORTED FILL AND COMPACT INTO LOW AREA NEARBY TO RESTORE SITE GRADE. (APPROX. 1 CY SOIL, 100 SF SOD)

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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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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: 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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DESIGNED & ENGINEERED BY:

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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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SYM.

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DESCRIPTION

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DATE

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APPR

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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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7412156 REPAIR SINK HOLE B4843

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MCAS CHERRY POINT

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WORK PLAN

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CU01

AutoCAD SHX Text 7412156

AutoCAD SHX Text 12913275

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AutoCAD SHX Text 10'

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1" = 10'

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	2025-07-08T10:40:03-0400
PERRY.HEATHER.MELYNN.1388599614

File details come from the government source that posted it. Updated Aug 5, 2025.