12908492 Rev 1.pdf
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- Solicitation number
- 7333917
About this file
This document is a G002 General Notes technical drawing sheet containing construction and engineering specifications. The document includes detailed notes for civil, structural, utility, and vehicle arrestor net barrier requirements. Key technical specifications include:
Civil and Structural Notes: Requirements for construction include maintaining existing site conditions, providing barricades and protective devices, developing safe work plans, and adhering to specific concrete and steel standards. Concrete specifications mandate compliance with American Concrete Institute standards, specifying concrete strengths for different applications (4,500-4,600 PSI for various structural elements). Structural steel must meet ASTM A992 Grade 50 standards, with galvanized finishes for specific components.
Vehicle Arrestor Net Barrier Notes: Detailed specifications for net barrier installation include requirements for placement on approved locations, testing standards (vehicle traveling at 50 MPH), power operation cycles, and additional features like providing covered steel lids and detection monitoring systems. The notes also include provisions for upgrading signage, road surface markings, and implementing bio-degradable oil for the restraint system on double containment.
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Other files
| File | Type | Posted |
|---|---|---|
| 12908492 Rev 2.pdf | ||
| 7333917 AMENDMENT 0002.pdf | ||
| 12908505 Rev 1.pdf | ||
| 34 75 13.13.pdf | ||
| 01 30 00.pdf | ||
| 7333917 AMENDMENT 0001.pdf | ||
| 12908504 Rev 1.pdf | ||
| 12908506 Rev 1.pdf | ||
| 7333917 Drawings.pdf | ||
| 7333917 Specs.pdf | ||
| 7333917 RFP.pdf |
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G002
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MARINE CORPS AIR STATION, CHERRY POINT, N.C.
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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SPEC. NO.
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CONSTR. CONTR. NO.
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SHEET OF
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NAVFAC DRAWING NO.
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NAVFAC NUMBER
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MAXIMO WO:
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CODE ID. NO. 80091 SIZE D
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SCALE:
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CHIEF ARCH./ ENGR.
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BRANCH MANAGER
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DESIGN DIRECTOR
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FIRE PROTECTION
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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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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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MS
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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
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OUTGOING LANE WHICH SHALL BE RELOCATED AS SHOWN ON DRAWING CE05.
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7. UPGRADE ALL SIGNS, SIGNALS TO INCLUDE MAST ARMS, HAWK STYLE SIGNASL TO A HYBRID BEACON.
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REV. 2
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8. ANY DESIGN MODIFICATIONS REQUIRED TO UTILIZE A SYSTEM OTHER THAN BARRIER 1 SHALL BE AT NO ADDITIONAL COST TO THE TGOVERNMENT.
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9. PROVIDE OVERSPEED AND WRONGWAY DETECTION MONIITORS ON THE GUARD SHACKS FOR CUNNINGHAM AND SLOCUM GATES..
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10. PROVIDE VEHICLE RESTRAINT SYSTEM OIL DOUBLE CONTAINMENT USING BIO DEGRADABLE OIL.
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| G002 |
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