7333917 DrawingsAsOne SIGNED.pdf

PDF 4 MB Posted Jul 16, 2024

Attached to: Replace Vehicle Arrest System Main Gate Cunningham and Slocum
Solicitation number: N400857333917
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Aug 7, 2024

This document is a set of drawings and general notes related to a federal contract opportunity to replace the vehicle arrest systems at the Main Gate, Cunningham Gate, and Slocum Gate entrances at Marine Corps Air Station Cherry Point in North Carolina. The key details are:

The project involves demolishing the existing retractable bollard vehicle arrest systems at the three gate entrances and replacing them with net barrier vehicle restraint systems. The new net barriers must have the capability to stop a 15,000 lb vehicle traveling at 50 mph. The drawings provide detailed plans, demolition work, and specifications for the new vehicle arrest systems, including electrical work, required safety features, and connection to backup power. The procurement is restricted to the General MACC contractors listed on the RFP cover letter. The solicitation number is N400857333917 and the procuring agency is the Department of the Navy Naval Facilities Engineering Command.

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Other files

File	Type	Posted
AMENDMENT 0001.pdf	PDF	Aug 7, 2024
7333917 SpecsAsOne SIGNED.pdf	PDF	Jul 16, 2024
RFP 7333917.pdf	PDF	Jul 16, 2024

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G001

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7333917

12908491 1 23

7/15/2024

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LOCATION OF WORK, BLDG MAIN GATE, CUNNINGHAM AND SLOCUM ENTRANCES

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MCAS CHERRY POINT

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RIVER

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NEW BERN

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NEUSE

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HAVELOCK

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JACKSONVILLE

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CHERRY POINT

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MCAS

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OCEAN

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CITY

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LEJEUNE

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CAMP

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ATLANTIC

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BEAUFORT

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MOREHEAD

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AutoCAD SHX Text 7333917 REPLACE VEHICLE ARREST SYSTEMS AT MAIN GATE, CUNNINGHAM GATE AND SLOCUM GATE ENTRANCES MARINE CORPS AIR STATION, CHERRY POINT, NC

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INDEX OF DRAWINGS

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NAVFAC NO.

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SHEET

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TITLE

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COVER SHEET, LOCATION PLAN, VICINITY MAP

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EXISTING CONDITIONS BOLLARD VEHICLE ARREST PLAN SLOCUM GATE

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

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7333917 REPLACE VEHICLE ARREST SYSTEM,

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MCAS CHERRY POINT

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FRONT GATE, CUNNINGHAM GATE AND SLOCUM GATE

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GENERAL NOTES

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EXISTING CONDITIONS LOCATION PLAN SLOCUM GATE

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EXISTING CONDITIONS LOCATION PLAN CUNNINGHAM GATE

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EXISTING CONDITIONS BOLLARD VEHICLE ARREST PLAN CUNNINGHAM GATE

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EXISTING CONDITIONS LOCATION PLAN MAIN GATE

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EXISTING CONDITIONS BOLLARD VEHICLE ARREST PLAN MAIN GATE INCOMING LANE

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EXISTING CONDITIONS BOLLARD VEHICLE ARREST PLAN SLOCUM GATE

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DEMOLITION PLAN VEHICLE ARREST SLOCUM GATE

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DEMOLITION PLAN VEHICLE ARREST CUNNINGHAM GATE

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DEMOLITION PLAN VEHICLE ARREST MAIN GATE OUTGOING LANE

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DEMOLITION PLAN VEHICLE ARREST MAIN GATE INCOMING LANE

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NEW WORK PLAN VEHICLE ARREST SLOCUM GATE

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NEW WORK PLAN VEHICLE ARREST CUNNINGHAM GATE

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NEW WORK PLAN VEHICLE ARREST MAIN GATE

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NET ARREST DETAILS SH. 1

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NET ARREST DETAILS SH. 2

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MAIN GATE ELECTRICAL PLAN

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SLOCUM GATE ELECTRICAL PLAN

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CU06

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NET ARREST DETAILS SH. 3

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NET ARREST DETAILS SH. 4

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CUNNNINGHAM GATE ELECTRICAL PLAN

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7333917

12908492

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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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CODE ID. NO. 80091 SIZE 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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PROJECT MANAGER

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DATE

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REVIEW

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DESIGNED & ENGINEERED BY:

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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DESCRIPTION

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

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7333917 REPLACE VEHICLE ARREST SYSTEM

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MCAS CHERRY POINT

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MAIN GATE, CUNNINGHAM GATE, SLOCUM GATE

AutoCAD SHX Text EX. EDGE OF WATER (APPROXIMATE) EX. CHAINLINK FENCE EX. WATER PIPE EX. UNDERGROUND ELECTRIC EX. OVERHEAD ELECTRIC EX. ELECTRICAL POLE EX. WETLAND EX. COMM. DUCT BANK COMM. DUCT BANK EX. SEWER LINESEWER LINE

AutoCAD SHX Text BLVD BOULEVARD BOULEVARD BMP BEST MANAGEMENT PRACTICE BEST MANAGEMENT PRACTICE DIA DIAMETER DIAMETER E&SC EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL EAD ENVIRONMENTAL AFFAIRS DEPARTMENT ENVIRONMENTAL AFFAIRS DEPARTMENT EX EXISTING EXISTING GALV GALVANIZED GALVANIZED LN LANE LANE MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RD ROAD ROAD TYP TYPICAL TYPICAL W/ WITHWITH

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EX. STORM DRAIN

AutoCAD SHX Text STRUCTURAL NOTES: 1. STRUCTURAL STEEL SHALL COMPLY WITH THE 14TH EDITION OF THE AISC STEEL STRUCTURAL STEEL SHALL COMPLY WITH THE 14TH EDITION OF THE AISC STEEL CONSTRUCTION MANUAL. 2. STEEL W & C SHAPES SHALL MEET ASTM A992, GRADE 50. STEEL W & C SHAPES SHALL MEET ASTM A992, GRADE 50. 3. HSS TUBE SHAPES SHALL MEET ASTM A500, GRADE B.. HSS TUBE SHAPES SHALL MEET ASTM A500, GRADE B.. 4. ALL STEEL SHALL BE GALVANIZED. CONCRETE EPOXY ANCHORS SHALL BE ALL STEEL SHALL BE GALVANIZED. CONCRETE EPOXY ANCHORS SHALL BE GALVANIZED 5/8" DIA. WITH A 5" MINIMUM EMBEDMENT AND INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. 5. WELDING MUST COMPLY WITH THE STRUCTURAL WELDING CODE, AWS D1.1 WELD WELDING MUST COMPLY WITH THE STRUCTURAL WELDING CODE, AWS D1.1 WELD ELECTRODES SHALL BE E70. 6. THE CONTRACTOR SHALL FIELD MEASURE EACH BEAM AT THE LOCATION THEY ARE TO THE CONTRACTOR SHALL FIELD MEASURE EACH BEAM AT THE LOCATION THEY ARE TO BE INSTALLED. TO VERIFY DIMENSIONS PRIOR TO FABRICATION.

AutoCAD SHX Text PROJECT CIVIL NOTES GENERAL CONSTRUCTION NOTES: 1. EXISTING CONDITIONS SHOWN ARE ACCURATE AS OF THE DATE OF SURVEY. THE EXISTING CONDITIONS SHOWN ARE ACCURATE AS OF THE DATE OF SURVEY. THE CONTRACTOR MUST CONFIRM TO HIS OWN SATISFACTION SITE CONDITIONS, INCLUDING A VERIFICATION OF CONDITIONS SHOWN AND NOT SHOWN. 2. ADJACENT STRUCTURES AND UTILITIES MUST REMAIN IN OPERATION DURING ADJACENT STRUCTURES AND UTILITIES MUST REMAIN IN OPERATION DURING CONSTRUCTION ACTIVITIES. EXISTING ADJACENT ROADS MUST REMAIN OPEN AND ACCESSIBLE BY VEHICULAR AND PEDESTRIAN TRAFFIC. IF ROADWAY CLOSURE IS REQUIRED, APPROVAL MUST BE SECURED FROM THE CONTRACTING OFFICER. THE CONTRACTOR MUST PROVIDE BARRICADES, LIGHTS, SIGNAGE AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 3. THE CONTRACTOR MUST PROVIDE FENCING, BARRICADES OR OTHER PROTECTIVE DEVICES THE CONTRACTOR MUST PROVIDE FENCING, BARRICADES OR OTHER PROTECTIVE DEVICES TO MAINTAIN A SECURED WORK AREA AT ALL TIMES. 4. PRIOR TO STARTING CONSTRUCTION ON ANY STRUCTURE OR UTILITY, THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION ON ANY STRUCTURE OR UTILITY, THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS OF ANY STRUCTURE AND UTILITY. THE CONTRACTOR MUST DEVELOP A PLAN OF CONSTRUCTION THAT ENSURES ALL ACTIVITIES ARE COMPLETED IN A SAFE MANNER. PROVIDE ANY TEMPORARY SHORING, SHEETING OR SUPPORT REQUIRED TO COMPLETE WORK IN A SAFE MANNER. UTILITY NOTES: 1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR MUST SECURE THE SERVICES OF A PROFESSIONAL UTILITY LOCATE CONTRACTOR TO MARK ALL EXISTING UTILITIES IN THE AREA OF WORK. UTILITY MARKINGS MUST BE MAINTAINED FOR THE DURATION OF DEMOLITION ACTIVITIES. WHERE NECESSARY TO CONFIRM AND AVOID UTILITY CONFLICTS, POTHOLE EXISTING UTILITIES TO CONFIRM LOCATIONS AND DEPTHS. DOWSING OR ANY OTHER TYPE OF DIVINATION METHOD IS NOT CONSIDERED AN ACCEPTABLE PRACTICE FOR LOCATING UTILITIES ONBOARD MCAS CHERRY POINT. 2. ALL UTILITY LINES TO REMAIN MUST REMAIN ACTIVE AND MUST BE PROTECTED DURING ALL UTILITY LINES TO REMAIN MUST REMAIN ACTIVE AND MUST BE PROTECTED DURING DEMOLITION ACTIVITIES. 3. EXISTING UTILITIES MUST NOT BE INTERRUPTED WITHOUT THE APPROVAL OF THE EXISTING UTILITIES MUST NOT BE INTERRUPTED WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER. 4. THE CONTRACTOR MUST BE RESPONSIBLE TO REPAIR OR REPLACE, TO ORIGINAL THE CONTRACTOR MUST BE RESPONSIBLE TO REPAIR OR REPLACE, TO ORIGINAL CONDITION, ANY UTILITIES OR SURFACES DAMAGED OR DISTURBED DURING CONSTRUCTION.

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VEHICLE ARRESTOR NET BARRIER NOTES

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1. THE NET BARRIERS SHALL BE LISTED ON THE DOD APPROVED.THE NET BARRIERS SHALL BE LISTED ON THE DOD APPROVED.

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3. THE NET BARRIERS SHALL HAVE THE STOPPING CAPABILITY OF 15,000 LB VEHICLE TRAVELING AT 50 MPH, TESTED UNDER ASTM F2656 TEST STANDARD.

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4. THE NET BARRIERS SHALL HAVE BACK UP POWER PROVIDED TO OPERATE BARRIERS FOR 10 UP/DOWN CYCLES.

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5. THE NET BARRIERS SHALL PROVIDE A PUSH BOTTON CONTROL IN EACH OF THE 3 GUARD HOUSES. THE INBOUND AND AND OUTBOUND NET CONTROL OPERQTOR AT THE MAIN GATE SHALL ENGAGE BOTH NETS SIMULTANEOUSLY.

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5. THE NET BARRIERS SHALL PROVIDE A COVERED STEEL LID FOR THE NET THAT IS FLUSH WITH THE ROAD SURFACE.

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6. THE DESIGN BASIS VEHICLE ARRESTOR WAS THE SYSTEM PROVIDED BY BARRIER1 SYSTEMS, GREEENSBORO, NC PHONE 336-617-8471.

AutoCAD SHX Text CAST IN PLACE CONCRETE NOTES: 1. CAST IN PLACE CONCRETE MUST COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 318-14), COMMENTARY, (ACI-318R-14), AND THE 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 PRACTICE FOR DETAILING 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 STRENGTH AT 28 DAYS AS ALL CONCRETE MUST BE NORMAL WEIGHT, UNLESS OTHERWISE NOTED, CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: A) PIERS AND CURBS 4,500 PSI PIERS AND CURBS 4,500 PSI AND CURBS 4,500 PSI 4,500 PSI B) FOUNDATIONS 4,000 PSI FOUNDATIONS 4,000 PSI 4,000 PSI C) CONCRETE NOT OTHERWISE NOTED 4,500 PSI CONCRETE NOT OTHERWISE NOTED 4,500 PSI 4,500 PSI * CONCRETE EXPOSED TO WEATHER MUST BE AIR ENTRAINED

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2. THE NET BARRIERS SHALL BE INSTALLED IN THE EXISTING BOLLARD LOCATIONS EXCEPT THE FRONT GATE

OUTGOING LANE WHICH SHALL BE RELOCATED AS SHOWN ON DRAWING CE05.

KEY NOTES

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GUARD STATION

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VEHICLE ARRREST BOLLARD SYSTEM

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REF. DWG CE02

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VEHICLE ARREST FLASHING WARNING LIGHTS

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UGE

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SLOCUM RD

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SLOCUM RD

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SLOCUM RD

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TAR KILN DRIVE

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ORANGE RD.

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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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CHIEF ARCH./ ENGR.

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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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7333917 REPLACE VEHICLE ARREST SYSTEM

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MCAS CHERRY POINT

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MAIN GATE, CUNNINGHAM GATE, SLOCUM GATE

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EXISTING CONDITIONS LOCATION PLAN SLOCUM GATE

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CE01

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EXISTING CONDITIONS LOCATION PLAN SLOCUM GATE

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NORTH

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BID OPTION 1

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CL RECESSED BOLLARD VEHICLE RESTRAINT SYSTEM

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CULVERT

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DITCH DRAIN LOW POINT DRAIN

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TRANSFORMER

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TRAFFIC LIGHT

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FENCE

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SENTRY SHELTER

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OIL WATER SEPARATOR SUMP

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HYDRAULIC FLUID DRAIN TO OWS SUMP.

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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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GUARD STATION

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GUARD STATION

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CUNNINGHAM RD

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CUNNINGHAM RD

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ROOSEVELT BLVD

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BLDG

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BLDG

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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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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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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DESCRIPTION

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DATE

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APPR

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MCAS CHERRY POINT DM&EB

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

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AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

7333917 REPLACE VEHICLE ARREST SYSTEM

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MCAS CHERRY POINT

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MAIN GATE, CUNNINGHAM GATE, SLOCUM GATE

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CE03

AutoCAD SHX Text 7333917

AutoCAD SHX Text

AutoCAD SHX Text 150'

AutoCAD SHX Text 300'

AutoCAD SHX Text 1" = 150'

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EXISTING CONDITIONS LOCATION PLAN CUNNINGHAM GATE

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EXISTING CONDITIONS LOCATION PLAN CUNNINGHAM GATE

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NORTH

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BID OPTION 2

12908495

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CL RECESSED BOLLARD VEHICLE RESTRAINT SYSTEM

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CULVERT

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DITCH DRAIN LOW POINT DRAIN

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TRANSFORMER

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TRAFFIC FLASHING LIGHT SIGNAL

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RECESSED BOLLARD TYP 4 EA.

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SENTRY SHELTER

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BOLLARD CONTROL BOX

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OIL WATER SEPARATOR

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ELECTRICAL TERM. BOX

AutoCAD SHX Text

UGE

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UGE

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UGE

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UGE

AutoCAD SHX Text W

AutoCAD SHX Text

UGE

AutoCAD SHX Text W

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GUARD RAIL

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OIL WATER SUMP WITH DRAIN LINE AT GRADE TO OIL WATER SEPARATOR.

AutoCAD SHX Text

UGE

AutoCAD SHX Text W

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text W

AutoCAD SHX Text

HYDRAULIC FLUID DRAIN TO OWS SUMP.

AutoCAD SHX Text

MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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DATE

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DATE

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MCAS CHERRY POINT DM&EB

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

AutoCAD SHX Text A

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AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

7333917 REPLACE VEHICLE ARREST SYSTEM

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MCAS CHERRY POINT

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MAIN GATE, CUNNINGHAM GATE, SLOCUM GATE

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CE04

AutoCAD SHX Text 7333917

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AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 1/8" = 1'-0"

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EXISTING CONDITIONS BOLLARD VEHICLE ARREST CUNNINGHAM GATE

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EXISTING CONDITIONS BOLLARD VEHICLE ARREST CUNNINGHAM GATE

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NORTH

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BID OPTION 2

12908496

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GUARD STATION

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VEHICLE ARRREST BOLLARD SYSTEM

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REF. DWG CE06

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VEHICLE ARREST FLASHING WARNING LIGHTS

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SLOCUM RD (INCOMING)

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SLOCUM RD (OUTGOING)

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TRANSFORMER

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UGE

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UGE

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UGE

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UGE

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UGE

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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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CODE ID. NO. 80091 SIZE B

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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MCAS CHERRY POINT DM&EB

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

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AutoCAD SHX Text A

AutoCAD SHX Text B

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AutoCAD SHX Text D

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7333917 REPLACE VEHICLE ARREST SYSTEM

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MCAS CHERRY POINT

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MAIN GATE, CUNNINGHAM GATE, SLOCUM GATE

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CE05

AutoCAD SHX Text 7333917

AutoCAD SHX Text

AutoCAD SHX Text 100'

AutoCAD SHX Text 200'

AutoCAD SHX Text 1" = 100'

AutoCAD SHX Text

EXISTING CONDITIONS LOCATION PLAN MAIN GATE

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NORTH

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EXISTING CONDITIONS LOCATION PLAN MAIN GATE

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BASE BID

12908497

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GUARD RAIL

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SENTRY SHELTER

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BOLLARD CONTROL BOX

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OIL WATER SEPARATOR

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ELECTRICAL TERM. BOX

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JERSEY BARRIERS

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RECESSED BOLLARD TYP 4 EA.

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OIL WATER SEPARATOR SUMP

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ROOSEVELT BLVD INCOMING LANE

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ROOSEVELT BLVD INCOMING LANE

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UGE

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UGE

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UGE

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UGE

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UGE

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UGE

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UGE

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UGE

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ROOSEVELT BLVD OUTGOING LANE

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SIDEWALK

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UGE

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UGE

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UGE

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RELOCATED CENTERLINE OF NEW OUTBOUND NET BARRIER.

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UGE

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BOLLARD.

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HYDRAULIC FLUID DRAIN TO OWS SUMP.

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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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STA. PROJ. NO.

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CODE ID. NO. 80091 SIZE B

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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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DESCRIPTION

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MCAS CHERRY POINT DM&EB

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

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AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

7333917 REPLACE VEHICLE ARREST SYSTEM

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MCAS CHERRY POINT

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MAIN GATE, CUNNINGHAM GATE, SLOCUM GATE

AutoCAD SHX Text

CE06

AutoCAD SHX Text 7333917

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

EXISTING CONDITIONS BOLLARD VEHICLE BARRIER INCOMING LANE PLAN MAIN GATE

AutoCAD SHX Text

NORTH

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EXISTING CONDITIONS BOLLARD VEHICLE ARREST MAIN GATE INCOMING LANE

AutoCAD SHX Text

BASE BID

12908498

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

SENTRY SHELTER

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BOLLARD CONTROL BOX

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ELECTRICAL TERM. BOX

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RECESSED BOLLARD TYP 4 EA.

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ROSEVELT BLVD OUTGOING LANE

AutoCAD SHX Text

ROSEVELT BLVD OUTGOING LANE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

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UGE

AutoCAD SHX Text

UGE

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OIL WATER SUMP

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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FIRE PROTECTION

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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DESCRIPTION

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DATE

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MCAS CHERRY POINT DM&EB

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

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AutoCAD SHX Text B

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AutoCAD SHX Text D

AutoCAD SHX Text

7333917 REPLACE VEHICLE ARREST SYSTEM

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MCAS CHERRY POINT

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MAIN GATE, CUNNINGHAM GATE, SLOCUM GATE

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CE07

AutoCAD SHX Text 7333917

AutoCAD SHX Text

EXISTING CONDITIONS BOLLARD VEHICLE ARREST MAIN GATE OUTGOING LANE

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

EXISTING CONDITIONS BOLLARD VEHICLE BARRIER OUTGOING LANE PLAN MAIN GATE

AutoCAD SHX Text

NORTH

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BASE BID

12908499

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

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UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text 30'

AutoCAD SHX Text

SLOCUM RD

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text DEMOLISH RETRACTABLE BOLLARD AND CONCRETE (SAW CUT). APPROX. 4 FT DEEP. REMOVE HYDRAULIC FLUID FROM BOLLARDS AND DISPOSE.

AutoCAD SHX Text

DEMOLISH BOLLARD SUPPORT EQUIPMENT.

AutoCAD SHX Text

DEMOLISH CONCRETE FOUNDATION.

AutoCAD SHX Text

DEMOLISH GUARD RAIL

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DEMOLISH UNISTRUT FRAME AND FOUNDATIONS.

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text DEMOLISH 8 - FLASHING WARNING LIGHTS SHOWN ON DWG CE01. FOUNDATIONS CAN BE RE-USED.

AutoCAD SHX Text

DEMOLISH HYDRAULIC FLUID DRAIN TO OIL WATER SEPARATOR SUMP (1" DIA.)

AutoCAD SHX Text

AutoCAD SHX Text NOTE: SALVAGE ONE SENTRY BOOTH AND DELIVER TO DESIGNATED SITE LOCATED WITHIN TEN MILES OF PROJECT SITE.

AutoCAD SHX Text

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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CODE ID. NO. 80091 SIZE B

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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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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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DESCRIPTION

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DATE

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MCAS CHERRY POINT DM&EB

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

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

7333917 REPLACE VEHICLE ARREST SYSTEM

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MCAS CHERRY POINT

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MAIN GATE, CUNNINGHAM GATE, SLOCUM GATE

AutoCAD SHX Text

CD01

AutoCAD SHX Text 7333917

AutoCAD SHX Text

DEMOLITIONS PLAN BOLLARD VEHICLE ARREST MAIN GATE OUTGOING LANE

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

DEMOLITION PLAN VEHICLE ARREST SLOCUM GATE

AutoCAD SHX Text

NORTH

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BID OPTION 1

12908500

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text W

AutoCAD SHX Text

UGE

AutoCAD SHX Text W

AutoCAD SHX Text

KEY NOTES

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AutoCAD SHX Text DEMOLISH RETRACTABLE BOLLARDS AND CONCRETE (SAW CUT). APPROX. 4 FT DEEP. REMOVE HYDRAULIC FLUID FROM BOLLARDS AND DISPOSE.

AutoCAD SHX Text

DEMOLISH BOLLARD SUPPORT EQUIPMENT.

AutoCAD SHX Text

DEMOLISH CONCRETE FOUNDATION.

AutoCAD SHX Text

DEMOLISH PORTION OF GUARD RAIL

AutoCAD SHX Text

AutoCAD SHX Text NOTE: SALVAGE TWO SENTRY BOOTHS AND DELIVER TO DESIGNATED SITE LOCATED WITHIN TEN MILES OF PROJECT SITE.

AutoCAD SHX Text DEMOLISH FOUR - FLASHING WARNING LIGHTS SHOWN ON DWG CE03. FOUNDATIONS CAN BE RE-USED.

AutoCAD SHX Text

DEMOLISH HYDRAULIC FLUID DRAIN TO OIL WATER SEPARATOR SUMP (1" DIA.)

AutoCAD SHX Text

MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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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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DESCRIPTION

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MCAS CHERRY POINT DM&EB

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

AutoCAD SHX Text A

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AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

7333917 REPLACE VEHICLE ARREST SYSTEM

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MCAS CHERRY POINT

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MAIN GATE, CUNNINGHAM GATE, SLOCUM GATE

AutoCAD SHX Text

CD02

AutoCAD SHX Text 7333917

AutoCAD SHX Text

DEMOLITION PLAN CUNNINGHAM GATE

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AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

DEMOLITION PLAN VEHICLE ARREST CUNNINGHAM GATE

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NORTH

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BID OPTION 2

12908501

AutoCAD SHX Text

ROSEVELT BLVD OUTGOING LANE

AutoCAD SHX Text

ROSEVELT BLVD OUTGOING LANE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

ROSEVELT BLVD INCOMING LANE

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KEY NOTES

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AutoCAD SHX Text DEMOLISH RETRACTABLE BOLLARD AND CONCRETE. APPROX. 4 FT DEEP. REMOVE HYDRAULIC FLUID FROM BOLLARDS AND DISPOSE.

AutoCAD SHX Text

DEMOLISH BOLLARD SUPPORT EQUIPMENT.

AutoCAD SHX Text

DEMOLISH CONCRETE FOUNDATION 144 SF.

AutoCAD SHX Text

DEMOLISH CONCRETE SLAB 584 SF

AutoCAD SHX Text

PROVIDE PAVEMENT REF. TABLE AND DETAIL PROVIDED REF DWG CU07.

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PROVIDE SOIL TO FILL FOUNDATION VOID APPROX. 288 CF., GRADE, SOD, APPROX 144 SF.

AutoCAD SHX Text

PROVIDE GRAVEL, COMPACT TO FILL VOID FROM BOLLARD REMOVAL APPROX. 90 CF.

AutoCAD SHX Text

AutoCAD SHX Text DEMOLISH PORTION OF GUARDRAIL AT RELOCATED BARRIER LOCATION REF. DWG CE05 AND CU03.

AutoCAD SHX Text

AutoCAD SHX Text DEMOLISH 2 - FLASHING WARNING LIGHTS SHOWN ON DWG CE05. FOUNDATIONS CAN BE RE-USED.

AutoCAD SHX Text NOTE: SALVAGE ONE SENTRY BOOTH AND DELIVER TO DESIGNATED SITE LOCATED WITHIN TEN MILES OF PROJECT SITE.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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DATE

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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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MCAS CHERRY POINT DM&EB

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

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7333917 REPLACE VEHICLE ARREST SYSTEM

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MCAS CHERRY POINT

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MAIN GATE, CUNNINGHAM GATE, SLOCUM GATE

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CD03

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DEMOLITION PLAN FRONT GATE OUTGOING LANE

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DEMOLITION PLAN VEHICLE ARREST MAIN GATE OUTGOING LANE

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NORTH

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BASE BID

12908502

ROOSEVELT BLVD INCOMING LANE

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ROOSEVELT BLVD INCOMING LANE

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UGE

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KEY NOTES

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AutoCAD SHX Text DEMOLISH RETRACTABLE BOLLARD AND CONCRETE. APPROX. 4 FT DEEP. REMOVE HYDRAULIC FLUID FROM BOLLARDS AND DISPOSE.

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DEMOLISH BOLLARD SUPPORT EQUIPMENT.

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DEMOLISH CONCRETE FOUNDATION 144 SF.

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DEMOLISH SECTION OF GUARDRAIL.

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AutoCAD SHX Text DEMOLISH SECTION OF SIDEWALK THAT FALLS WITHIN THE FOOTPRINT OF THE RESTRAINT FOOTING. (SAW CUT TO NEAREST JOINT)

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AutoCAD SHX Text DEMOLISH 2 - FLASHING WARNING LIGHTS SHOWN ON DWG CE05. FOUNDATIONS CAN BE RE-USED.

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DEMOLISH BOLLARD IN SIDEWALK.

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DEMOLISH HYDRAULIC FLUID DRAIN TO OIL WATER SEPARATOR SUMP (1" DIA.)

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DEMOLISH HYDRAULIC FLUID DRAIN FROM BOLLARDS TO OWS SUMP.

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AutoCAD SHX Text NOTE: SALVAGE ONE SENTRY BOOTHS AND DELIVER TO DESIGNATED SITE LOCATED WITHIN TEN MILES OF PROJECT SITE.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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DESIGN

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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SYM.

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DESCRIPTION

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MCAS CHERRY POINT DM&EB

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

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7333917 REPLACE VEHICLE ARREST SYSTEM

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MCAS CHERRY POINT

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MAIN GATE, CUNNINGHAM GATE, SLOCUM GATE

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CD04

AutoCAD SHX Text 7333917

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DEMOLITION PLAN FRONT GATE INCOMING LANE

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AutoCAD SHX Text 1/8" = 1'-0"

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DEMOLITION PLAN VEHICLE ARREST MAIN GATE INCOMING LANE

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NORTH

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BASE BID

12908503

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UGE

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UGE

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UGE

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SLOCUM RD

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AutoCAD SHX Text FOUNDATION SETBACK OF 4'-0" TO FACE OF TUBE STEEL RESTRAINT POSTS NET SPAN = 38'-0".

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EDGE OF ROAD AND SHOULDER

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EDGE OF ROAD AND SHOULDER

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CU01

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CU05

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AutoCAD SHX Text 13'-2 "34"

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PROVIDE GUARDRAIL REF DETAIL 4 ON DWG CU06.

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PROVIDE NET BARRIER REF DETAILS ON DWGS CU04, CU05.

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PROVIDE BOLLARDS REF DETAIL ON DWG CU04.

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STATIC END SUPPORT

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CONTROL END SUPPORT

AutoCAD SHX Text PROVIDE FLASHING TRAFFIC WARNING LED LIGHTS AND SIGNS SPACED PER BARRIER RESTRAINT MANUFACTURER INSTRUCTIONS.

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PROVIDE LOCAL CONTROL PANEL IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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DESIGN

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SYM.

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DESCRIPTION

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DATE

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APPR

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MCAS CHERRY POINT DM&EB

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

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File details come from the government source that posted it. Updated Aug 7, 2024.