7355487 DrawingsAsOne SIGNED.pdf
PDF 7 MB Posted
- Solicitation number
- N400857355487
About this file
This document appears to be a set of drawings related to a federal contract opportunity for the Department of the Navy Naval Facilities Engineering Command. The drawings provide details for removing existing lead-in and lead-out line pavement markings on Hangar 1665, and painting new lead-in and lead-out lines, as well as removing and repainting the existing red carpet pavement markings on Building 199, at the Marine Corps Air Station in Cherry Point, North Carolina.
The key details include the scope of work, which involves preparing the airfield surfaces, removing existing paint, and applying new pavement markings to the lead-in and lead-out lines and the red carpet area. The drawings provide layout coordinates, dimensions, and paint color specifications. The project is designated as Solicitation Number N400857355487 and has a planned completion date of April 11, 2024.
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Other files
| File | Type | Posted |
|---|---|---|
| RFP 7355487.pdf | ||
| 7355487 Streamlined MACC with Specs.pdf |
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Text version
LEAD IN LEAD OUT LINES HANGER 1665
AND PAINT RED CARPET B199
MARINE CORPS AIR STATION
CHERRY POINT, NORTH CAROLINA
INDEX OF DRAWINGS
CHERRY POINT AIR STATION MAP
PROJECT
LOCATION
MCAS CHERRY POINT
WO# 7355487
4/11/2024
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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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CODE ID. NO. 80091 SIZE ANSI-D
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CHIEF ARCH./ ENGR.
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BRANCH MANAGER
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FIRE PROTECTION
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DESIGNED & ENGINEERED BY:
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LEAD IN LEAD OUT LINES HANGER 1665
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AND PAINT RED CARPET B199
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COVER SHEET
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DTM
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COVER SHEET
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LEAD-IN LEAD-OUT LINE NEW WORK
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RED CARPET DEMO, B199
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B199 RED CARPET DIMENSIONS AND LAYOUT
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DETAILS
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FINAL SUBMITTAL 04/09/2024
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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BRANCH MANAGER
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DESIGN DIRECTOR
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FIRE PROTECTION
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PROJECT MANAGER
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LEAD IN LEAD OUT LINES HANGER 1665
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AND PAINT RED CARPET B199
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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
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.
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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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SANITARY SEWER MANHOLE
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SIGN
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CLEANOUT
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STUMP
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FLARED END SECTION
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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 GAS LINE
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UNDERGROUND WATER
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OVERHEAD ELECTRIC
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BOLLARD
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FIBER OPTIC
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ET
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ELECTRIC TRANSFORMER
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STORM DRAIN
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UNDERGROUND TELEPHONE
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UNDERGROUND CABLE TV
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UNIDENTIFIED UNDERGROUND UTILITY
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UNDERGROUND ELECTRIC
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WV
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CAST IRON PIPE CIPCIP
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%%UPROJECT NOTES
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1. PREPARE ALL AIRFIELD SURFACES AND REMOVE PAINT FROM AIRFIELD SURFACES IN PREPARE ALL AIRFIELD SURFACES AND REMOVE PAINT FROM AIRFIELD SURFACES IN ACCORDANCE WITH UFGS 32 01 11.51 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS. PROVIDE SUBMITTALS IN ACCORDANCE WITH UFGS 32 01 11.51 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS. 2. PROVIDE NEW TAXI LINE PAINT IN ACCORDANCE WITH UFGS 32 17 23 PAVEMENT MARKINGS. PROVIDE NEW TAXI LINE PAINT IN ACCORDANCE WITH UFGS 32 17 23 PAVEMENT MARKINGS. 3. LEAD IN LEAD OUT LINE PAINT SHALL BE NONRETROREFLECTIVE YELLOW TT-P-1952 FED-STD-595, CHIP NO. 23538. SEE SHEET C-200 FOR NEW LEAD-IN LEAD-OUT LINE PAINT LEAD IN LEAD OUT LINE PAINT SHALL BE NONRETROREFLECTIVE YELLOW TT-P-1952 FED-STD-595, CHIP NO. 23538. SEE SHEET C-200 FOR NEW LEAD-IN LEAD-OUT LINE PAINT DETAIL. 4. TAXI LINE BORDER PAINT SHALL BE NONRETROREFLECTIVE BLACK, FED-STD-595, CHIP NO. 27038. SEE SHEET TAXI LINE BORDER PAINT SHALL BE NONRETROREFLECTIVE BLACK, FED-STD-595, CHIP NO. 27038. SEE SHEET CUO4 FOR NEW TAXI LINE PAINT DETAIL. 5. TAXILINE PAINT SHALL BE RETROREFLECTIVE YELLOW TT-P-1952 FED-STD-595, CHIP NO. 23538 AND TAXILINE PAINT SHALL BE RETROREFLECTIVE YELLOW TT-P-1952 FED-STD-595, CHIP NO. 23538 AND TT-B-1325 GLASS SPHERES, TYPE III, GRADATION A. SEE SHEET C-200 FOR AIRFIELD TAXI LINE PAINT DETAIL. 6. RED CARPET PAINT SHALL BE NONRETROREFLECTIVE RED FED-STD-595, CHIP NO. 31136. SEE SHEET CU04 FOR RED CARPET PAINT DETAIL. 7. RED CARPET BORDER PAINT SHALL BE NONRETROREFLECTIVE WHITE FS TT-P-1952 PAINT, FED-STD-595, CHIP NO. 37925. SEE SHEET C-200 FOR RED CARPET BORDER LINE PAINT DETAIL. 8. SURVEY COORDINATES ARE BASED ON NAD 83, NC STATE PLANE. SEE SHEET C-102 FOR BUILDING 1665 CONTROL POINTS AND PROPOSED TAXI LINE AND LEAD-IN LEAD-OUT LINE LAYOUT. SEE SHEET C-104 FOR BUILDING 199 CONTROL POINTS AND RED CARPET LAYOUT. 9. NEW TAXIWAY LINES SHALL BE INSTALLED PARALLEL TO EXISTING CONCRETE JOINTS. THE CONNECTION POINTS OF THE TAXI LINES SHOWN ON SHEET C-102, POINTS 1 AND 8, NEW TAXIWAY LINES SHALL BE INSTALLED PARALLEL TO EXISTING CONCRETE JOINTS. THE CONNECTION POINTS OF THE TAXI LINES SHOWN ON SHEET C-102, POINTS 1 AND 8, ARE FIXED, THE OTHER POINTS CAN BE MODIFIED SLIGHTLY TO ACCOMMODATE LINE WORK ORIENTATION THAT PARALLELS THE EXISTING CONCRETE PAVEMENT JOINTS. TAXI LINE LENGTHS ARE FIXED NUMBERS, LENGTHS OF LEAD IN LEAD OUT LINE MAY BE SLIGHTLY REDUCED TO ACCOMMODATE AN OVERALL ORIENTATION WHICH IS ACCEPTABLE TO AIR OPERATIONS.
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MARINE CORPS AIR STATION, CHERRY POINT, N.C.
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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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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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LEAD IN LEAD OUT LINES HANGER 1665
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AND PAINT RED CARPET B199
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EXISTING CONDITIONS
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DTM
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MDS
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B1665 HANGER UC-35 LEAD-IN LEAD-OUT LINES EXISTING CONDITIONS
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B-199 RED CARPET EXISITNG CONDITONS
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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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CODE ID. NO. 80091 SIZE ANSI-D
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FOR EFD FOR COMMANDER NAVFAC
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LEAD IN LEAD OUT LINES HANGER 1665
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AND PAINT RED CARPET B199
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LEAD-IN LEAD-OUT LINE DEMO
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DTM
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DTM
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MDS
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SCALE: 1" = 30'
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B1665 LEAD-IN LEAD-OUT LINE PAVEMENT MARKING DEMOLITION
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AutoCAD SHX Text REMOVE EXISTING LEAD-IN LEAD-OUT LINES COMPLETELY. CONCRETE SHALL BE WATER BLASTED WITH SUFFICIENTLY HIGH PRESSURE TO REMOVE PAINT. CONTRACTOR MAY ELECT TO UTILIZE OTHER METHODS OF EXISTING PAVEMENT MARKING REMOVAL WITH APPROVAL OF AIRFIELD OPERATIONS.
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KEYNOTES
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KEYNOTES
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APPLY TO THIS SHEET ONLY
AutoCAD SHX Text RED CARPET BORDER PAINT SHALL BE NONRETROREFLECTIVE WHITE FX TT-P-1952 PAINT, FED-STD-595, CHIP NO 37925.
AutoCAD SHX Text CLEAN EXISTING CONCRETE PAVEMENT THOROUGHLY, ACID ETCH TO ENSURE GOOD ADHESION OF NEW PAINT, ENTIRE RED CARPET REGION.
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NOTE: REFER TO SHEET C-103 FOR ENLARGED LAYOUT OF THE RED CARPET AREA
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MARINE CORPS AIR STATION, CHERRY POINT, N.C.
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FOR EFD FOR COMMANDER NAVFAC
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LEAD IN LEAD OUT LINES HANGER 1665
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AND PAINT RED CARPET B199
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LEAD-IN LEAD-OUT LINE NEW WORK
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DTM
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SCALE: 1" = 30'
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B1665 LEAD-IN LEAD-OUT LINE DIMENSION & LAYOUT
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TAXIWAY LINE - SEE DETAIL 2 SHEET C-200
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KEYNOTES
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APPLY TO THIS SHEET ONLY
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LEAD-IN LEAD-OUT LINE - SEE DETAIL 1 SHEET C-200
AutoCAD SHX Text CLEAN EXISTING CONCRETE PAVEMENT THOROUGHLY, PREPARE SURFACE FOR NEW PAINT IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
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LAYOUT COORDINATES
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POINT
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NORTHING
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EASTING
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AutoCAD SHX Text 2632249.19
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START TAXI LINE
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AutoCAD SHX Text 424090.35
AutoCAD SHX Text 2632228.14
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AutoCAD SHX Text 424305.29
AutoCAD SHX Text 2631962.38
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STOP TAXI LINE
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AutoCAD SHX Text 424354.79
AutoCAD SHX Text 2631962.25
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AutoCAD SHX Text 424411.51
AutoCAD SHX Text 2632018.66
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AutoCAD SHX Text 424411.65
AutoCAD SHX Text 2632068.16
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STOP TAXI LINE
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AutoCAD SHX Text 424147.07
AutoCAD SHX Text 2632284.55
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AutoCAD SHX Text 424126.40
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START TAXI LINE
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BM1
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AutoCAD SHX Text 2630602.35
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CP 12-93 HOR
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BM2
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AutoCAD SHX Text 2633949.90
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CP 8-90 VERT
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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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CODE ID. NO. 80091 SIZE ANSI-D
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CHIEF ARCH./ ENGR.
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BRANCH MANAGER
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EFD
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APPROVED
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ACTIVITY - SATISFACTORY TO
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FOR EFD FOR COMMANDER NAVFAC
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LEAD IN LEAD OUT LINES HANGER 1665
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AND PAINT RED CARPET B199
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RED CARPET PAINTING, B199
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DTM
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MDS
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SCALE 1" = 10'
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B199 RED CARPET EXISTING PAINT DEMOLITION
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APPLY TO THIS SHEET ONLY
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AutoCAD SHX Text CLEAN EXISTING CONCRETE PAVEMENT THOROUGHLY, PREPARE CONCRETE PAVEMENT IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS; ENTIRE RED CARPET REGION.
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NOTE: REFER TO SHEET C-104 FOR ENLARGED LAYOUT OF THE RED CARPET AREA
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APPROVED
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FOR EFD FOR COMMANDER NAVFAC
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