7286573 DrawingsAsOne SIGNED.pdf

PDF 6 MB Posted Jul 2, 2024

Attached to: Pavement Repairs Between B4034 B137 & B84
Solicitation number: N400857286573
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Jul 2, 2024

This document is a set of drawings for the repair of pavement between buildings B4034, B137, and B84 at the Marine Corps Air Station in Cherry Point, North Carolina. The drawings include a cover sheet, general notes, existing conditions plans, demolition plans, grading plans, paving plans, and construction details for the pavement repairs. The key details include:

The project involves repairing the pavement between buildings B4034, B137, and B84 on the Marine Corps Air Station. The repairs will be performed in two phases to maintain access through the area during construction. The work includes demolition of existing asphalt and concrete pavement, grading, installation of geogrid and aggregate base course, and placement of new 6-inch and 8-inch concrete pavement sections. The project is located within Operable Unit 1 and requires compliance with the NCG01 Construction General Permit for ground stabilization and materials handling. The drawings provide the site plans, construction details, and erosion control measures required for the pavement repair project.

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REPAIR PAVEMENT BETWEEN B4034 AND B137, AND B84

WO# 7286573

MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

CHERRY POINT AIR STATION MAP PROJECT LOCATION MAP

6/25/2024

AutoCAD SHX Text CHE-3 N 423753.112' E 2630213.129' Elev.: 22.11' BM

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30"PINE

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15"PINE

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30"PINE

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24"PINE

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24"PINE

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15"PINE

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15"PINE

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18"PINE

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24"PINE

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24"PINE

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18"PINE

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18"PINE

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15"PINE

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18"PINE

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18"PINE

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24"PINE

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18"PINE

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36"OAK

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33"OAK

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"C" STREET

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2ND AVENUE

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GAURDRAIL

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SHELTER 4273

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MONUMENT

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ASPHALT PARKING LOT

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PANEL

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2ND AVENUE

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LIMITS OF DISTURBANCE

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2ND AVENUE

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2ND AVENUE

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1ST AVENUE

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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 ANSI-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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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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SEAL

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SYM.

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DESCRIPTION

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DATE

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APPR

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FACILITIES ENGINEERING

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AS SHOWN

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CIVIL

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REPAIR PAVEMENT BETWEEN B4034

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AND B137, AND B84

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COVER SHEET

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DTM

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DTM

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MDS

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INDEX OF DRAWINGS

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SHEET NO.

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NAVFAC DWG. NO.

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SHEET TITLE

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COVER SHEET

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GRADING PLAN AREA 1 B4034 AND B137

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GENERAL NOTES

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EXISTING CONDITIONS AREA 1 B4034 AND B137

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NOT TO SCALE

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PLAN

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NORTH

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PLAN

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NORTH

AutoCAD SHX Text C-106

AutoCAD SHX Text C-107

AutoCAD SHX Text C-102

AutoCAD SHX Text C-103

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AutoCAD SHX Text 500'

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DEMOLITION PLAN AREA 1 B4034 AND B137

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AutoCAD SHX Text 12908434

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PAVING PLAN AREA 1 B4034 AND B137

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CONCRETE JOINTING DETAILS

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AutoCAD SHX Text 12908444

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PAVING PLAN AREA 2 B84

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EXISTING CONDITIONS AREA 2 B84

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DEMOLITION PLAN AREA 2 B84

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DETAILS

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DETAILS

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AutoCAD SHX Text B84

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"A" STREET

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"C" STREET

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2ND AVE

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"C" STREET

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BEACHEY ROAD

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CURTISS ROAD

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HARRISON AVE

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CURTISS ROAD

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FINAL DESIGN 06/20/2024

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DUMPSTER

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HC SIGN

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B496 SIGN

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DAMAGED CONC VALVE MARKER

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INV 18" RCP 20.185'

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CONC HW

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INV 18" RCP 20.221'

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CONC HW

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LINE POLE A125

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COMM BOX E3803

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GW A80

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CNTRL PNT

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YIELD SIGN

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GENERAL SITE MAP

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AREA 1

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AREA 2

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PROJECT LOCATION

ABBREVIATIONS LIST

DESCRIPTION EXISTING NEW

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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 ANSI-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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REVIEW

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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FACILITIES ENGINEERING

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AS SHOWN

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CIVIL

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REPAIR PAVEMENT BETWEEN B4034

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AND B137, AND B84

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GENERAL NOTES

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DTM

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DTM

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MDS

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AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA AND APPROVED PERMITS ON THE JOB SITE AT ALL TIMES. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA AND APPROVED PERMITS ON THE JOB SITE AT ALL TIMES. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK. 3. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. 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 CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLINA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL PROVIDE MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION & SEDIMENTATION CONTROL, PER THE NCDEQ EROSION & SEDIMENTATION CONTRACTOR SHALL PROVIDE MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION & SEDIMENTATION CONTROL, PER THE NCDEQ EROSION & SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL. 5. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES AND ALL OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR 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 THE APPROVAL OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. 6. UTILITY LOCATIONS: UTILITY LOCATIONS: THE CONTRACTOR IS REQUIRED TO PERFORM A THOROUGH UTILITY LOCATION FOR THE WORK AREAS OUTLINED IN THE PROJECT PLANS. STEAM, STORM SEWER, SANITARY SEWER, TELECOMMUNICATIONS AND OTHER BURIED UTILITIES ARE PRESENT WITH THE EXCAVATION LIMITS. THERE IS AN ACTIVE PUMP STATION BY THE CORNER OF B137. AN ABANDONED STEAM LINE KNOWN TO BE PRESENT. THERE IS ALSO ACTIVE STEAM IN THE AREA AND APPROPRIATE PRECAUTIONS SHALL BE TAKEN TO MITIGATE ANY DAMAGE TO THE BURIED UTILITY OR INJURY TO PERSONNEL OR PASSERBY. 7. EXISTING UTILITIES MAY NOT BE INTERRUPTED WITHOUT APPROVAL OF THE CONTRACTING OFFICER. IF INTERRUPTION OF UTILITIES IS APPROVED, CONTRACTOR SHALL EXISTING UTILITIES MAY NOT BE INTERRUPTED WITHOUT APPROVAL OF THE CONTRACTING OFFICER. IF INTERRUPTION OF UTILITIES IS APPROVED, CONTRACTOR SHALL PROVIDE TEMPORARY UTILITIES SERVICES. CONTRACTOR SHALL PROVIDE A PLAN FOR DEMOLITION, NEW WORK, AND TIE-INS FOR UTILITIES. PLAN SHALL LIST POINTS OF CONTACT AND INCLUDE SEQUENCE OF CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES REQUIRED DURING INSTALLATION OF NEW WORK. NO ADDITIONAL PAYMENT WILL BE MADE 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 COST ASSOCIATED WITH UTILITY RELOCATION. 9. ASPHALT AND/OR CONCRETE ROADS, DRIVEWAYS, SIDEWALKS, CURB AND GUTTER SHALL BE SAWCUT. ALL PAVEMENT DAMAGED DURING CONSTRUCTION, INCLUDING ASPHALT AND/OR CONCRETE ROADS, DRIVEWAYS, SIDEWALKS, CURB AND GUTTER SHALL BE SAWCUT. ALL PAVEMENT DAMAGED DURING CONSTRUCTION, INCLUDING GOUGES, SHALL BE REPAIRED TO THE APPROVAL OF THE CONTRACTING OFFICER. NO ADDITIONAL PAYMENT WILL BE MADE FOR PAVEMENT REPAIR. CONTRACTOR SHALL BEAR ALL COST ASSOCIATED WITH PAVEMENT REPAIR. 10. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS SOILS OFF OF GOVERNMENT PROPERTY. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS SOILS OFF OF GOVERNMENT PROPERTY. 11. BURNING AT THE SITE IS NOT PERMITTED AT ANY TIME. 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 ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE THE LIMITS OF WORK DUE TO CONSTRUCTION ACTIVITIES. 13. CONTRACTOR SHALL REPAIR ALL IMPROVEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR ALL IMPROVEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION. 14. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD. CONTRACTOR SHALL MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD. 16. 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. 17. CONTRACTOR SHALL ESTABLISH LAYDOWN AREA IN COORDINATION WITH CONTRACTING OFFICER. CONTRACTOR SHALL ESTABLISH LAYDOWN AREA IN COORDINATION WITH CONTRACTING OFFICER. 18. EXCAVATION AND CONSTRUCTION SHALL PROCEED IN ACCORDANCE WITH LATEST OSHA REGULATIONS. SHEETING AND SHORING SYSTEMS UTILIZED ON THIS PROJECT SHALL EXCAVATION AND CONSTRUCTION SHALL PROCEED IN ACCORDANCE WITH LATEST OSHA REGULATIONS. SHEETING AND SHORING SYSTEMS UTILIZED ON THIS PROJECT SHALL BE DESIGNED AND SEALED BY AN ENGINEERED WHO IS LICENSED TO PRACTICE IN THE STATE OF NORTH CAROLINA. 19. CONTRACTOR SHALL COORDINATE ACCESS TO PROJECT SITES WITH GOVERNMENT, CONTRACTOR MAY ACCESS SITES VIA GOVERNMENT PROPERTY OR ROADS CONTRACTOR SHALL COORDINATE ACCESS TO PROJECT SITES WITH GOVERNMENT, CONTRACTOR MAY ACCESS SITES VIA GOVERNMENT PROPERTY OR ROADS RIIGHTS-OF-WAY. CONTRACTOR MAY NOT ASSESS THE SITES VIA ADJACENT HOMEOWNERS' PROPERTIES. THE CONTRACTED SCOPE WORK IS TO BE PERFORMED ON STATION OWNED ASSETS WITHIN TENNANT (FRCE) FACILITIES. PERSONNEL WILL BE REQUIRED TO GAIN ACCESS VIA FRCE VEHICLE GATES AND TURNSTILES. GIVEN THE LIMITED PROJECT SITE NO EMPOLYEE PARKING IS ALLOWED WITHIN THE CONTRACT 20. CONTRACTOR SHALL PROVIDE ANY TRAFFIC CONTROL FEATURES, I.E. WATER FILL BARRIER, CONCRETE BARRIER, BARRELS ETC, TO DELINEATE THE WORK LIMITS DURING CONTRACTOR SHALL PROVIDE ANY TRAFFIC CONTROL FEATURES, I.E. WATER FILL BARRIER, CONCRETE BARRIER, BARRELS ETC, TO DELINEATE THE WORK LIMITS DURING THE PHASED OPERATIONS ON AREA 1, THAT MIGHT BE REQUIRED TO ENSURE A SAFE WORK ZONE FOR BOTH THE WORKER AND THE PASSERBY. THESE FEATURES ARE TEMPORARY TRAFFIC CONTROL MEASURES AND MAY REQUIRE RELOCATION AND REALIGNMENT DURING DIFFERENT PHASES OF THE WORK. THESE LAYOUT MODIFICATIONS AND ROUTING CHANGES ARE INCIDENTAL TO PHASED CONSTRUCTION SEQUENCING. ALL COSTS FOR COMPLYING WITH THE REQUIREMENT TO PROTECT THE WORK , THE TRAVELING PUBLIC, AND PREVENT ACCESS TO THE WORK AREA BY VEHICLES SHALL BE THE BURDEN OF THE CONTRACTOR AND ENCOMPASSED WITHIN THE PROPOSAL FOR THIS WORK.

AutoCAD SHX Text CAST IN PLACE CONCRETE NOTES: 1. CAST IN PLACE CONCRETE MUST COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 318-14), COMMENTARY, CAST IN PLACE CONCRETE MUST COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 318-14), COMMENTARY, (ACI-318R-14), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). 2. DETAILING OF ALL CONCRETE STEEL REINFORCEMENT MUST BE IN ACCORDANCE WITH THE MANUAL OF STANDARD DETAILING OF ALL CONCRETE STEEL REINFORCEMENT MUST BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI-315). 3. ALL CONCRETE MUST BE NORMAL WEIGHT, UNLESS OTHERWISE NOTED, CONCRETE HAVING A MINIMUM COMPRESSIVE ALL CONCRETE MUST BE NORMAL WEIGHT, UNLESS OTHERWISE NOTED, CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: A) ALL CONCRETE 5,000 PSI ALL CONCRETE 5,000 PSI 5,000 PSI B) CONCRETE EXPOSED TO WEATHER MUST BE AIR ENTRAINED. CONCRETE EXPOSED TO WEATHER MUST BE AIR ENTRAINED. 4. ALL REINFORCING MUST BE AS FOLLOWS: ALL REINFORCING MUST BE AS FOLLOWS: A) REINFORCING BARS - ASTM A-615, GRADE 60 REINFORCING BARS - ASTM A-615, GRADE 60 5. REINFORCING BARS OR WWF MUST BE PROPERLY SUPPORTED PRIOR TO PLACING CONCRETE. HOOKING OF BARS IS NOT REINFORCING BARS OR WWF MUST BE PROPERLY SUPPORTED PRIOR TO PLACING CONCRETE. HOOKING OF BARS IS NOT PERMITTED. 6. UNLESS OTHERWISE NOTED, REINFORCING STEEL MARKED CONTINUOUS (CONT.) MUST BE LAPPED PER THE REINFORCING UNLESS OTHERWISE NOTED, REINFORCING STEEL MARKED CONTINUOUS (CONT.) MUST BE LAPPED PER THE REINFORCING LAP REQUIREMENTS OUTLINED ACI-318-14, COMMENTARY, (ACI-318R-14), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). 7. HOLD ALL REINFORCING STEEL SECURELY IN PLACE TO PREVENT DISLOCATION DURING THE POURING OPERATION. HOLD ALL REINFORCING STEEL SECURELY IN PLACE TO PREVENT DISLOCATION DURING THE POURING OPERATION. SUPPORT SLAB REINFORCING BARS ON HIGH CHAIRS AND BAR SPACERS OF SUITABLE DESIGN. 8. PROPER DUST SUPPRESSION BY WATER OR OTHER EFFECTIVE METHODS MUST BE USED DURING ANY CONCRETE PROPER DUST SUPPRESSION BY WATER OR OTHER EFFECTIVE METHODS MUST BE USED DURING ANY CONCRETE DEMOLITION WORK. 9. GASOLINE POWERED EQUIPMENT CANNOT BE OPERATED INSIDE ANY BUILDINGS UNLESS THERE IS NO ALTERNATIVE, IN GASOLINE POWERED EQUIPMENT CANNOT BE OPERATED INSIDE ANY BUILDINGS UNLESS THERE IS NO ALTERNATIVE, IN WHICH CASE THE CONTRACTOR MUST DEVELOP A WRITTEN EXPOSURE CONTROL PLAN TO BE SUBMITTED TO THE DEPOT SAFETY OFFICE FOR APPROVAL.

AutoCAD SHX Text L ANGLE ANGLE LLH LONG LEG HORIZONTAL LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LEG VERTICAL LONG LEG VERTICAL MANUF MANUFACTURED, MANUFACTURER MANUFACTURED, MANUFACTURER MAS MASONRY MASONRY MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MIN MINIMUM MINIMUM OPG OPENING OPENING OPP OPPOSITE OPPOSITE PJF PREMOLDED JOINT FILLER PREMOLDED JOINT FILLER PL PLATE PLATE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT REF REFERENCE REFERENCE REINF REINFORCE, REINFORCING REINFORCE, REINFORCING REQ'D REQUIRED REQUIRED SCHED SCHEDULE SCHEDULE SECT SECTION SECTION SJ SAWED JOINT SAWED JOINT SPECS SPECIFICATIONS SPECIFICATIONS STD STANDARD STANDARD STL STEEL STEEL TO TOP OF TOP OF TYP TYPICAL TYPICAL UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED VERT VERTICAL VERTICAL WWF WELDED WIRE FABRIC WELDED WIRE FABRIC W/ WITH WITH W/O WITH OUT WITH OUT CL CENTER LINE CENTER LINE OC ON CENTER ON CENTER DIAMETER °DEGREES ±PLUS OR MINUS

AutoCAD SHX Text AB ANCHOR BOLT ANCHOR BOLT ALT ALTERNATIVE ALTERNATIVE ARCH ARCHITECT, ARCHITECTURAL ARCHITECT, ARCHITECTURAL BLDG BUILDING BUILDING BMP BEST MANAGEMENT PRACTICE BEST MANAGEMENT PRACTICE BOTT BOTTOM BOTTOM BRDG BRIDGING BRIDGING BRG BEARING BEARING CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CJ CONTROL JOINT CONTROL JOINT CLR CLEAR CLEAR COL COLUMN COLUMN CONC CONCRETE CONCRETE COND CONDITION CONDITION CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS DIA DIAMETER DIAMETER DIAG DIAGONAL DIAGONAL DWG DRAWING DRAWING DWGS DRAWINGS DRAWINGS EF EACH FACE EACH FACE ELEC ELECTRICAL ELECTRICAL ELEV ELEVATION ELEVATION EXIST EXISTING EXISTING EXP EXPANSION EXPANSION FOUND FOUNDATION FOUNDATION FNDN FOUNDATION FOUNDATION FOB FACE OF BRICK FACE OF BRICK FTG FOOTING FOOTING GALV GALVANIZED GALVANIZED GC GENERAL CONTRACTOR GENERAL CONTRACTOR HORIZ HORIZONTAL HORIZONTAL HS HIGH STRENGTH HIGH STRENGTH HT HEIGHT HEIGHT INSUL INSULATION INSULATION ISO ISOLATIONISOLATION

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SILT FENCE

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PROJECT LIMITS

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CONSTRUCTION ENTRANCE

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%%UEROSION CONTROL LEGEND

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TREE PROTECTION FENCE

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INLET PROTECTION

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SILT FENCE OUTLET

AutoCAD SHX Text DEMOLITION NOTES: : 1. CONTRACTOR SHALL MAINTAIN A FULL TRAVEL LANE AT ALL TIMES DURING CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL TRAVEL LANE AT ALL TIMES DURING CONSTRUCTION OPERATIONS THROUGH THE AREA 1 WORK LIMITS TO ALLOW FOR MAINTENANCE TRAVEL. SHORT INTERVAL CLOSURES LASTING NO MORE THAN ONE WEEK, THAT IS 5 CALENDAR DAYS, MAY BE AUTHORIZED AT THE DISCRETION OF THE CONTRACTING OFFICER AND IN COORDINATION WITH THE TENANTS OF B137, FRCE. 2. MATERIALS COMMENSURATE WITH ONE DAY OF WORK PRODUCT MAY BE STORED ONSITE. ALL MATERIALS COMMENSURATE WITH ONE DAY OF WORK PRODUCT MAY BE STORED ONSITE. ALL OTHER MATERIALS MUST BE STORED AT THE CONTRACTORS STAGING AREA. CONTRACTOR STAGING WILL BE AS COORDINATED WITH THE CONTRACTING OFFICER. ANY SITE DISTURBANCES ASSOCIATED WITH THE STAGING AREA WILL REQUIRE RESTORATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ASSOCIATED DETAILS IN THESE PLANS. 3. SOIL AND AGGREGATE REMOVED AS A PART OF BOX OUT OPERATIONS SHALL BE REMOVED FROM SOIL AND AGGREGATE REMOVED AS A PART OF BOX OUT OPERATIONS SHALL BE REMOVED FROM THE SITE UPON EXCAVATION. THIS PROJECT IS WITHIN OU1. FOLLOW PROCEDURE OUTLINED IN SPECIFICATIONS: EARTHWORK 31 00 00. DISPOSAL OF CONTAINERIZED EXCAVATED MATERIALS SHALL BE AT THE EXPENSE OF THE CONTRACTOR.

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BENCH MARK

FINAL DESIGN 06/20/2024

SITE LOCATION PLAN

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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SHEET OF

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CODE ID. NO. 80091 SIZE ANSI-D

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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REPAIR PAVEMENT BETWEEN B4034

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AND B137, AND B84

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GENERAL SITE MAP

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DTM

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DTM

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MDS

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NC GRID (NAD 2007) VERTICAL DATUM: NAVD 1988

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SCALE: 1" = 50'

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"A" STREET

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SITE 1, SHEETS C-101 --> C-104

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SITE 2, SHEETS C-105 --> C-107

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CURTIS RD

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BEACHEY RD

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EXISTING CONDITONS SITE PLAN

PS 3981

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STEAM VAULT

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STEAM VAULT

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SPEC. NO.

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AND B137, AND B84

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EXISTING CONDITIONS AREA 1 B4034 & B137

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DTM

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NC GRID (NAD 2007) VERTICAL DATUM: NAVD 1988

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AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING PAVEMENT FROM HARM FOR DURATION OF CONTRACTOR SHALL PROTECT EXISTING PAVEMENT FROM HARM FOR DURATION OF CONSTRUCTION ACTIVITIES. 2. CONTRACTOR SHALL RELOCATE ROLL OFF DUMPSTERS TO A LOCATION ADJACENT TO B137 AT CONTRACTOR SHALL RELOCATE ROLL OFF DUMPSTERS TO A LOCATION ADJACENT TO B137 AT THE DIRECTION OF THE CONTRACTING OFFICER AND IN COORDINATION WITH FRCE OPERATIONS. 3. CONTRACTOR SHALL RELOCATE DUMPSTER TO A LOCATION ADJACENT TO B137 AT THE CONTRACTOR SHALL RELOCATE DUMPSTER TO A LOCATION ADJACENT TO B137 AT THE DIRECTION OF THE CONTRACTING OFFICERAND IN COORDINATE WITH FRCE OPERATIONS.

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EXISTING CONCRETE PAVEMENT

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EXISTING ASPHALT PAVEMENT

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STEEL STAIRCASE

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SANITARY PUMP STATION TO BE PROTECTED

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BOLLARD TO BE PROTECTED

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EXPOSED CONCRETE COLUMNS

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CONCRETE STEAM VAULT

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EMPTY CONCRETE VAULT

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TEL-COM MANHOLE COVER

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DRAINAGE INLET AND STRUCTURE

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CONCRETE STEAM VAULT

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EXISTING HAND FORMED CONCRETE CHANNEL

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DUMPSTERS TO BE RELOCATED BY STATION

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PORTIONS OF ASPHALT PAVEMENT OVERLAYS CONCRETE PAVEMENT

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FINAL DESIGN 06/20/2024

LOCAL BENCHMARK, PK NAIL

DEMOLITION PLAN

B137

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STEAM VAULT

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STEAM VAULT

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STEAM VAULT

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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 ANSI-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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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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SEAL

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SYM.

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DESCRIPTION

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DATE

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APPR

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FACILITIES ENGINEERING

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AS SHOWN

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CIVIL

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REPAIR PAVEMENT BETWEEN B4034

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AND B137, AND B84

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DEMOLITION PLAN AREA 1 B4034 & B137

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DTM

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DTM

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MDS

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AutoCAD SHX Text 24" x 36" CI FRAME

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NC GRID (NAD 2007) VERTICAL DATUM: NAVD 1988

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AutoCAD SHX Text AREA TO BE DEMO'D AND PREPARED FOR GEO-GRID AND AGGREGATE BASE COURSE PLACEMENT DURING CONSTRUCTION. AREA IS REPRESENTATIVE, ACTUAL DEMO AREA MAY VARY SLIGHTLY.

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LEGEND::

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FULL DEPTH SAWCUT PERIMETER OF THE PAVEMENT REPLACEMENT AREA.

AutoCAD SHX Text REMOVE EXISTING ASPHALT AND CONCRETE PAVEMENT AND DISPOSE OF OFFSITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

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KEYED NOTES:

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LAYOUT COORDINATES

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POINT

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LOCAL Y

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LOCAL X

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NOTES

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TBM, PK NAIL

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AutoCAD SHX Text -59.11

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AutoCAD SHX Text -19.94

AutoCAD SHX Text -58.58

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AutoCAD SHX Text -71.16

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AutoCAD SHX Text -23.54

AutoCAD SHX Text -72.14

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AutoCAD SHX Text -27.61

AutoCAD SHX Text -75.84

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AutoCAD SHX Text -63.17

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AutoCAD SHX Text -17.03

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AutoCAD SHX Text -17.85

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AutoCAD SHX Text -14.91

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AutoCAD SHX Text -6.90

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AutoCAD SHX Text -7.881

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PROTECT EXISTING MANHOLE AND FRAME/GRATE

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LIMIT OF SITE IMPACT, PHASE ONE

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PHASE ONE DEMO LIMITS

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PHASE TWO DEMO LIMITS

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LIMIT OF DEMOLITION, PHASE ONE

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LIMIT OF CONSTRUCTION PHASE ONE

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FINAL DESIGN 06/20/2024

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154.7'

CONCRETE PAVING PLAN

B137

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STEAM VAULT

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STEAM VAULT

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STEAM VAULT

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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 ANSI-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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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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SEAL

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SYM.

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DESCRIPTION

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DATE

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APPR

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FACILITIES ENGINEERING

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AS SHOWN

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CIVIL

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REPAIR PAVEMENT BETWEEN B4034

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AND B137, AND B84

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GRADING PLAN AREA 1 B4034 & B137

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DTM

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DTM

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MDS

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NC GRID (NAD 2007) VERTICAL DATUM: NAVD 1988

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SCALE: 1" = 5'

AutoCAD SHX Text NOTES: 1. CONTOURS ARE AT 0.1' INTERVALS WITH MAJOR CONTOURS AT 0.5' INTERVALS. MAJOR CONTOURS ARE AT 0.1' INTERVALS WITH MAJOR CONTOURS AT 0.5' INTERVALS. MAJOR CONTOURS HAVE BEEN NUMBER TO LIMIT CONFUSION; MINOR COUNTORS ARE NOTED AT LOCAL MAXIMUM ELEVATIONS. 2. DEPICTED GRADING IS GENERAL IN NATURE TO CONVEY THE EXPECTED OUTCOME. CONTRACTOR DEPICTED GRADING IS GENERAL IN NATURE TO CONVEY THE EXPECTED OUTCOME. CONTRACTOR MAY, IN A MINOR FASHION, MODIFY GRADING TO ACCOMMODATE SITE FEATURES AND ACHIEVE POSITIVE DRAINAGE. 3. PROJECT IS LOCATED IN OU1, OPERABLE UNIT 1, ALL MATERIAL SHALL BE HANDLED IN PROJECT IS LOCATED IN OU1, OPERABLE UNIT 1, ALL MATERIAL SHALL BE HANDLED IN ACCORDANCE WITH SPECIFICATION SECTION 31 00 00, EARTHWORK.

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LEGEND::

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PROVIDE INLET PROTECTION DEVICE, DETAIL SHEET C-200

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KEYED NOTES:

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PROPOSED MAJOR CONTOUR

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PROPOSED MINOR CONTOUR

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EXISTING MAJOR CONTOUR

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EXISTING MINOR CONTOUR

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AutoCAD SHX Text PROVIDE SILT FENCE, DETAIL SHEET C-200. INSTALL AT THE 18-24" FROM THE INTERFACE OF CONCRETE PAVEMENT AND GRASSED AREA.

B137

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STEAM VAULT

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STEAM VAULT

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AutoCAD SHX Text NOTES: 1. TO SUPPORT CONSTRUCTION OPERATIONS THE DUMPSTERS LOCATED IN THE VICINITY OF THE TO SUPPORT CONSTRUCTION OPERATIONS THE DUMPSTERS LOCATED IN THE VICINITY OF THE PROJECT WILL BE RELOCATED BY THE GOVERNMENT PRIOR TO SITE WORK COMMENCEMENT. 2.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 2, 2024.