7246362 DrawingsAsOne SIGNED.pdf
PDF 5 MB Posted
- Attached to
- Upgrade Perimeter Security CDC Complex
- Solicitation number
- N400857246362
About this file
This document contains the drawings and specifications for the Upgrade Perimeter Security CDC Complex project at the Marine Corps Air Station in Cherry Point, North Carolina. The project involves demolition of existing gate infrastructure and construction of new gate and barrier systems at seven locations on the installation. Key details include:
The solicitation is restricted to the M&R MACC contractors, with only those listed being eligible to submit proposals. The scope of work includes demolition of existing drop gates and foundations, adjustment of existing anti-vehicle barriers, and installation of new 20-foot, 30-foot, and 35-foot swing gates and associated hold-open bollards per detailed drawings and specifications. The contract number is N400857246362 and the project number is 7246362. No award or pricing information is provided in the document.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment 0002 7246362.pdf | ||
| Amendment 0001 7246362.pdf | ||
| RFP 7246362.pdf | ||
| 7246362 SpecsAsOne SIGNED.pdf |
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Text version
UPGRADE PERIMETER SECURITY
CDC COMPLEX
MARINE CORPS AIR STATION
CHERRY POINT, NORTH CAROLINA
INDEX OF DRAWINGS
CHERRY POINT AIR STATION MAP PROJECT LOCATION MAP
PROJECT
LOCATION
CDC COMPLEX
WO# 7246362
4/22/2024
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B4295 PARKING LOT
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PARKING LOT CONNECTOR RD
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STORMWATER MGMT POND - 2 BAY
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CL
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CURB
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CURB
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CNR SDBX
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CNR SDBX
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AutoCAD SHX Text Canopy Covered Sand Box
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BLDG 4859
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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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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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FIRE PROTECTION
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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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FACILITIES ENGINEERING
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AS SHOWN
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CIVIL
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UPGRADE PERIMETER SECURITY,
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CDC COMPLEX
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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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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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DEMO - GATES 3 AND 4
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GENERAL NOTES
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GENERAL SITE CONDITIONS
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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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ROOSEVELT BLVD
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JONES ROAD
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WOODSIDE DRIVE
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CARTERET ROAD
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BEAUFORT ROAD
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MCX
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COMM
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LENIOR ROAD
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E STREET
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2ND AVE
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FRANKLIN BLVD
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DEMO - GATES 5, 6 AND ADJUST FP BARRIERS
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NEW WORK - GATES 1 AND 2
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NEW WORK - GATES 3 AND 4
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NEW WORK - GATES 5, 6, & ADJUST BARRIERS
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DETAILS
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DETAILS
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FINAL SUBMITTAL 04/15/2024
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DEMO - GATE 7
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NEW WORK - GATE 7
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ABBREVIATIONS LIST
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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QC
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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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AutoCAD SHX Text 12892377
AutoCAD SHX Text 7246362
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UPGRADE PERIMETER SECURITY,
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CDC COMPLEX
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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 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 OBST OBSTRUCTION OBSTRUCTION OPG OPENING OPENING OH OVERHEAD OVERHEAD 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 GND GROUND GROUND HS HIGH STRENGTH HIGH STRENGTH HT HEIGHT HEIGHT INSUL INSULATION INSULATION ISO ISOLATIONISOLATION
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FINAL SUBMITTAL 04/15/2024
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. PROPERTY 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 CONTROL 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 REMOVAL, 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: LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED BY OBSERVED EVIDENCE, LOCATIONS OF ABOVE GROUND UTILITY APPURTENANCES , AND UTILITY MARKINGS (PAINT, etc) PROVIDED BY THE GOVERNMENT. THESE MARKINGS WERE OBSERVED DURING THE COURSE OF THIS SURVEY, WERE FIELD LOCATED, ARE SHOWN FOR INFORMATION PURPOSES, AND SHOULD BE FIELD VERIFIED IF CRITICAL. UNDERGROUND UTILITIES NOT SHOWN MAY EXIST, STORM SEWER AND SANITARY SEWER DATA HAS BEEN COLLECTED FROM THE RIM OF THE MANHOLE WITHOUT ENTERING THE STRUCTURE,. PIPE SIZES AND TYPES SHOULD BE CONSIDERED APPROXIMATE AND BE FIELD VERIFIED IF CRITICAL. STRUCTURES LABELED "VAULT", IF ANY, INDICATE A SUBSTRUCTURE WITH LIMITED VISUAL ACCESS AND INVERT INFORMATION. 7. EXISTING UTILITIES MAY NOT BE INTERRUPTED WITHOUT APPROVAL OF THE CONTRACTING OFFICER. IF INTERRUPTION OF UTILITIES IS APPROVED, CONTRACTOR SHALL PROVIDE 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 FOR THE 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, IF REQUIRED. 9. ASPHALT AND/OR CONCRETE ROADS, DRIVEWAYS, SIDEWALKS, CURB AND GUTTER SHALL BE SAWCUT. ALL PAVEMENT DAMAGED DURING CONSTRUCTION, INCLUDING GOUGES, SHALL 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 BE 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 RIIGHTS-OF-WAY. 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 PROPERTIES.
AutoCAD SHX Text CAST IN PLACE CONCRETE NOTES: 1. CAST IN PLACE CONCRETE MUST COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 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 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 ALL CONCRETE MUST BE NORMAL WEIGHT, UNLESS OTHERWISE NOTED, CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: A) ALL CONCRETE 4,000 PSI ALL CONCRETE 4,000 PSI 4,000 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, GALVANIZED IF CALLED FOR. REINFORCING BARS - ASTM A-615, GRADE 60, GALVANIZED IF CALLED FOR. 5. REINFORCING BARS MUST BE PROPERLY SUPPORTED PRIOR TO PLACING CONCRETE. HOOKING REINFORCING BARS MUST BE PROPERLY SUPPORTED PRIOR TO PLACING CONCRETE. HOOKING OF BARS IS NOT PERMITTED. 6. HOLD ALL REINFORCING STEEL SECURELY IN PLACE TO PREVENT DISLOCATION DURING THE HOLD ALL REINFORCING STEEL SECURELY IN PLACE TO PREVENT DISLOCATION DURING THE POURING OPERATION. SUPPORT REINFORCING BARS ON HIGH CHAIRS AND BAR SPACERS OF SUITABLE DESIGN 7. PROPER DUST SUPPRESSION BY WATER OR OTHER EFFECTIVE METHODS MUST BE USED DURING PROPER DUST SUPPRESSION BY WATER OR OTHER EFFECTIVE METHODS MUST BE USED DURING ANY CONCRETE DEMOLITION WORK.
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%%UTOPOGRAPHIC SURVEY LEGEND
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ELECTRIC BOX
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ELECTRIC METER
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UTILITY HANDHOLE
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SURVEY CONTROL POINT
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STORM DRAIN MANHOLE
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VAULT
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WS
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WATER SPIGOT
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FENCE
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BUSH
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ELECTRIC MANHOLE
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FIRE HYDRANT
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GUY WIRE
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LIGHT POLE
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MONITORING WELL
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PEDESTAL
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POST
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POWER POLE
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SIGN
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CLEANOUT
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STUMP
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TELEPHONE MANHOLE
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WATER VALVE
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YARD INLET GRATE
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CHAINLINK FENCE
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FUEL LINE
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RIP RAP
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SANITARY SEWER
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TREE/BRUSH LINE
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UNDERGROUND WATER
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OVERHEAD ELECTRIC
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BOLLARD
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ET
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ELECTRIC TRANSFORMER
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UNDERGROUND TELEPHONE
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UNDERGROUND CABLE TV
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UNIDENTIFIED UNDERGROUND UTILITY
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WV
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CAST IRON PIPE CIPCIP
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END OF INFORMATION E0IE0I
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AutoCAD SHX Text DEMOLITION NOTES: : 1. CONTRACTOR SHALL MAINTAIN EXISTING PARKING FACILITIES AT ALL TIME DURING CONSTRUCTION CONTRACTOR SHALL MAINTAIN EXISTING PARKING FACILITIES AT ALL TIME DURING CONSTRUCTION OPERATIONS. 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 B4960. 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. SPOIL MATERIALS SHALL BE REMOVED FROM THE SITE IMMEDIATELY AFTER DEMOLITION OCCURS, SPOIL MATERIALS SHALL BE REMOVED FROM THE SITE IMMEDIATELY AFTER DEMOLITION OCCURS, AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. NO DEMOLITIONS DEBRIS SHALL BE KEPT/STORED ON SITE FOR REMOVAL AT A LATER DATE.
EROSION AND SEDIMENT CONTROL NOTES: : 1. CONTRACTOR SHALL PROVIDE A MEANS FOR PROTECTING THE DOWNSTREAM DRAINAGE FEATURES CONTRACTOR SHALL PROVIDE A MEANS FOR PROTECTING THE DOWNSTREAM DRAINAGE FEATURES DURING CONSTRUCTION. EACH EVENING WHEN THE WORK IS COMPLETE, TEMPORARY PIPE PLUGS SHALL BE REMOVED TO ALLOW FOR OVERNIGHT STORM FLOW. STRUCTURE BEING WORKED ON SHALL BE CLEANED OF DEBRIS AFTER EACH DAYS WORK. CONTRACTOR IS ALLOWED TO PROPOSE AN ALTERNATE METHOD OF MAINTAINING FLOWS DERIVED FROM THE DRAINAGE AREA.
N
CL
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BLDG 4859
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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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CHIEF ARCH./ ENGR.
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DATE
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APPROVED
AutoCAD SHX Text
SEAL
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SYM.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
FACILITIES ENGINEERING
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AS SHOWN
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CIVIL
AutoCAD SHX Text C-100
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 12892378
AutoCAD SHX Text 7246362
AutoCAD SHX Text
UPGRADE PERIMETER SECURITY
AutoCAD SHX Text
CDC COMPLEX
AutoCAD SHX Text
GENERAL SITE CONDITIONS
AutoCAD SHX Text
DTM
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DTM
AutoCAD SHX Text
MDS
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
SCALE 1" = 200'
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EXISTING CONDITIONS
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 400'
AutoCAD SHX Text 1" = 200'
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GATE 2
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GATE 1
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GATE 3
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GATE 5
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GATE 4
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GATE 6
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FRANKLIN ROAD
AutoCAD SHX Text
WOODSIDE DRIVE
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ROOSEVELT BLVD.
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"E" STREET
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JONES ROAD
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CROSSLAND DRIVE
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FINAL SUBMITTAL 04/15/2024
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"E" STREET
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"C" STREET
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OAKMONT STREET
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BEAUFORT ROAD
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PENDER LANE
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GATE 7
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CARTERET ROAD
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MCX ROAD
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LENOIR ROAD
ROOSEVELT BLVD.
N N
MARINE CORPS AIR STATION, CHERRY POINT, N.C.
AutoCAD SHX Text
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
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
AutoCAD SHX Text A/E
AutoCAD SHX Text
FIRE PROTECTION
AutoCAD SHX Text
PROJECT MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
QC
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
REVIEW
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
EFD
AutoCAD SHX Text
DESIGNED & ENGINEERED BY:
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ACTIVITY - SATISFACTORY TO
AutoCAD SHX Text
FOR EFD FOR COMMANDER NAVFAC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SYM.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
FACILITIES ENGINEERING
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text C-101
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 12892379
AutoCAD SHX Text 7246362
AutoCAD SHX Text
UPGRADE PERIMETER SECURITY
AutoCAD SHX Text
CDC COMPLEX
AutoCAD SHX Text
DEMO - GATES 1 AND 2
AutoCAD SHX Text
DTM
AutoCAD SHX Text
DTM
AutoCAD SHX Text
MDS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
GATE 1 EXISTING CONDITIONS & DEMO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
GATE 2 EXISTING CONDITIONS & DEMO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
REMOVE EXISTING BOLLARDS, DISPOSE OFF SITE
AutoCAD SHX Text
RELOCATE BARRIER, SEE NEW LOCATION SHEET C-104
AutoCAD SHX Text
REMOVE EXISTING DROP ARM GATES AND FOUNDATIONS
AutoCAD SHX Text
RELOCATE SIGN
AutoCAD SHX Text
RELOCATE SIGN, SEE NEW LOCATION SHEET C-104
AutoCAD SHX Text
EXISTING BUS SHELTER
FINAL SUBMITTAL 04/15/2024
B4629
AutoCAD SHX Text
MARINE CORPS AIR STATION, CHERRY POINT, N.C.
AutoCAD SHX Text
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
SPEC. NO.
AutoCAD SHX Text
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.
AutoCAD SHX Text
CODE ID. NO. 80091 SIZE ANSI-D
AutoCAD SHX Text
SCALE:
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CHIEF ARCH./ ENGR.
AutoCAD SHX Text
BRANCH MANAGER
AutoCAD SHX Text
DESIGN DIRECTOR
AutoCAD SHX Text A/E
AutoCAD SHX Text
FIRE PROTECTION
AutoCAD SHX Text
PROJECT MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
QC
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
REVIEW
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
EFD
AutoCAD SHX Text
DESIGNED & ENGINEERED BY:
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ACTIVITY - SATISFACTORY TO
AutoCAD SHX Text
FOR EFD FOR COMMANDER NAVFAC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SYM.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
FACILITIES ENGINEERING
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text C-102
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 12892380
AutoCAD SHX Text 7246362
AutoCAD SHX Text
UPGRADE PERIMETER SECURITY
AutoCAD SHX Text
CDC COMPLEX
AutoCAD SHX Text
DEMO - GATES 3 AND 4
AutoCAD SHX Text
DTM
AutoCAD SHX Text
DTM
AutoCAD SHX Text
MDS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
GATE 3 EXISTING CONDITIONS & DEMO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
GATE 4 EXISTING CONDITIONS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
REMOVE EXISTING DROP GATES AND FOUNDATIONS
AutoCAD SHX Text
FRANKLIN ROAD
AutoCAD SHX Text
MARINE CORPS AIR STATION, CHERRY POINT, N.C.
AutoCAD SHX Text
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
SPEC. NO.
AutoCAD SHX Text
CONSTR. CONTR. NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NAVFAC DRAWING NO.
AutoCAD SHX Text
STA. PROJ. NO.
AutoCAD SHX Text
FED NO.
AutoCAD SHX Text
CODE ID. NO. 80091 SIZE ANSI-D
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
CHIEF ARCH./ ENGR.
AutoCAD SHX Text
BRANCH MANAGER
AutoCAD SHX Text
DESIGN DIRECTOR
AutoCAD SHX Text A/E
AutoCAD SHX Text
FIRE PROTECTION
AutoCAD SHX Text
PROJECT MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
QC
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
REVIEW
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
EFD
AutoCAD SHX Text
DESIGNED & ENGINEERED BY:
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ACTIVITY - SATISFACTORY TO
AutoCAD SHX Text
FOR EFD FOR COMMANDER NAVFAC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SYM.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
FACILITIES ENGINEERING
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text C-103
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 12892381
AutoCAD SHX Text 7246362
AutoCAD SHX Text
UPGRADE PERIMETER SECURITY
AutoCAD SHX Text
CDC COMPLEX
AutoCAD SHX Text
DEMO - GATES 5, 6 AND ADJUST FP BARRIERS
AutoCAD SHX Text
DTM
AutoCAD SHX Text
DTM
AutoCAD SHX Text
MDS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
GATE 5 & 6 EXISTING CONDITIONS & DEMO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
FP BARRIER ADJUSTMENT SITE 2 EXISTING CONDITIONS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
FP BARRIER ADJUSTMENT SITE 1 EXISTING CONDITIONS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
REMOVE EXISTING DROP GATES AND FOUNDATIONS
AutoCAD SHX Text
FP BARRIER TO BE ADJUSTED
AutoCAD SHX Text
FP BARRIER TO BE ADJUSTED
AutoCAD SHX Text
FP BARRIER TO BE ADJUSTED
MARINE CORPS AIR STATION, CHERRY POINT, N.C.
AutoCAD SHX Text
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
SPEC. NO.
AutoCAD SHX Text
CONSTR. CONTR. NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NAVFAC DRAWING NO.
AutoCAD SHX Text
STA. PROJ. NO.
AutoCAD SHX Text
FED NO.
AutoCAD SHX Text
CODE ID. NO. 80091 SIZE ANSI-D
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
CHIEF ARCH./ ENGR.
AutoCAD SHX Text
BRANCH MANAGER
AutoCAD SHX Text
DESIGN DIRECTOR
AutoCAD SHX Text A/E
AutoCAD SHX Text
FIRE PROTECTION
AutoCAD SHX Text
PROJECT MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
QC
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
REVIEW
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
EFD
AutoCAD SHX Text
DESIGNED & ENGINEERED BY:
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ACTIVITY - SATISFACTORY TO
AutoCAD SHX Text
FOR EFD FOR COMMANDER NAVFAC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SYM.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
FACILITIES ENGINEERING
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text C-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 12892382
AutoCAD SHX Text 7246362
AutoCAD SHX Text
UPGRADE PERIMETER SECURITY
AutoCAD SHX Text
CDC COMPLEX
AutoCAD SHX Text
NEW WORK - GATES 1 AND 2
AutoCAD SHX Text
DTM
AutoCAD SHX Text
DTM
AutoCAD SHX Text
MDS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
GATE 1 NEW WORK
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX Text
GATE 2 - NEW WORK
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
AutoCAD SHX Text C-104
AutoCAD SHX Text C-201
AutoCAD SHX Text
AutoCAD SHX Text C-104
AutoCAD SHX Text C-201
AutoCAD SHX Text
PROVIDE NEW 38' DOUBLE SWING GATE PER DETAIL AS NOTED.
AutoCAD SHX Text
PROVIDE NEW 20' SINGLE SWING GATE PER DETAIL AS NOTED.
AutoCAD SHX Text
AutoCAD SHX Text C-104
AutoCAD SHX Text C-202
AutoCAD SHX Text
PROVIDE NEW GATE HOLD OPEN BOLLARD PER DETAIL AS NOTED.
AutoCAD SHX Text
AutoCAD SHX Text C-104
AutoCAD SHX Text C-201
AutoCAD SHX Text
AutoCAD SHX Text C-106
AutoCAD SHX Text C-202
AutoCAD SHX Text
AutoCAD SHX Text C-106
AutoCAD SHX Text C-202
AutoCAD SHX Text
AutoCAD SHX Text C-106
AutoCAD SHX Text C-202
AutoCAD SHX Text
AutoCAD SHX Text C-104
AutoCAD SHX Text C-201
AutoCAD SHX Text
RELOCATE EXISTING FP BARRIERS IDENTIFIED FOR RELOCATION AS SHOWN ON SHEET C-101
AutoCAD SHX Text
PROVIDE NEW FP BARRIER LIKE IN KIND TO EXISTING
AutoCAD SHX Text
PROVIDE NEW STOP SIIGN ON EXISTING SIGN POST.
AutoCAD SHX Text RELOCATE EXISTING SIGN AND POST AS DEPICTED ON SHEET C-101 TO NEW LOCATION DEPICTED.
AutoCAD SHX Text RELOCATE EXISTING SIGN AS CALLED FOR ON SHEET C-101 TO THE APPROXIMATE LOCATION SHOWN; COORDINATE EXACT LOCATION IN FIELD WITH COR REPRESENTATIVE
B4629
AutoCAD SHX Text
MARINE CORPS AIR STATION, CHERRY POINT, N.C.
AutoCAD SHX Text
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
SPEC. NO.
AutoCAD SHX Text
CONSTR. CONTR. NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NAVFAC DRAWING NO.
AutoCAD SHX Text
STA. PROJ. NO.
AutoCAD SHX Text
FED NO.
AutoCAD SHX Text
CODE ID. NO. 80091 SIZE ANSI-D
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
CHIEF ARCH./ ENGR.
AutoCAD SHX Text
BRANCH MANAGER
AutoCAD SHX Text
DESIGN DIRECTOR
AutoCAD SHX Text A/E
AutoCAD SHX Text
FIRE PROTECTION
AutoCAD SHX Text
PROJECT MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
QC
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
REVIEW
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
EFD
AutoCAD SHX Text
DESIGNED & ENGINEERED BY:
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ACTIVITY - SATISFACTORY TO
AutoCAD SHX Text
FOR EFD FOR COMMANDER NAVFAC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SYM.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
FACILITIES ENGINEERING
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text C-105
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 12892383
AutoCAD SHX Text 7246362
AutoCAD SHX Text
UPGRADE PERIMETER SECURITY
AutoCAD SHX Text
CDC COMPLEX
AutoCAD SHX Text
NEW WORK - GATES 3 AND 4
AutoCAD SHX Text
DTM
AutoCAD SHX Text
DTM
AutoCAD SHX Text
MDS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
SCALE 1" = 10'
AutoCAD SHX…
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