1596300_dwg_03of35_V1_General Civil.pdf

6TH AVENUE

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ATCT

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25'25'

20'

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26'

.5'

(EXISTING)

32'

KNOX BOX

KNOX BOX

25'25'

30'

30'32'

40' 66.08'

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1" = 30'A1 FIRE PROTECTION SITE PLAN - AREA 1

GENERAL NOTES

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

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SCALE IN FEET

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/18

/22

WORK NOTES

1. FIRE DEPARTMENT VEHICLE ACCESS

2. FIRE HYDRANT

3. POST INDICATOR VALVE

4. FIRE PUMP ROOM

5. FIRE DEPARTMENT MAIN ENTRANCE TO ATCT.

6. FIRE DEPARTMENT MAIN ENTRANCE TO TRACON.

7. FIRE DEPARTMENT MAIN ENTRANCE TO RMD.

8. WALL MOUNTED FIRE DEPARTMENT CONNECTION FOR

ATCT.

9. WALL MOUNTED FIRE DEPARTMENT CONNECTION FOR

TRACON/RMD.

10. MOTORIZED SLIDE GATE WITH KNOX BOX

1. SEE SHEET C001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL

NOTES.

2. THE EXISTING SITE UTILITIES AND FEATURES SHOWN ARE BASED ON A

FIELD RUN TOPOGRAPHIC SURVEY PERFORMED BY MSA, P.C. IN MAY 2018.

3. DIMENSIONS ARE IN SURVEY FEET UNLESS OTHERWISE NOTED.

4. WHERE APPLICABLE, THE FOLLOWING MINIMUM FIRE PROTECTION

PROVISIONS MUST BE INCLUDED ON THE CODE COMPLIANCE SITE PLAN IN

ACCORDANCE WITH UFC 3-600-01:

a. LINE OF ENCROACHMENT IDENTIFYING ASSUMED PROPERTY LINES

AND MINIMUM SEPARATION DISTANCES FROM ADJACENT

BUILDINGS.

b. BUILDING PERIMETER USED FOR FRONTAGE INCREASES.

c. FIRE DEPARTMENT ACCESS.

d. FIRE LANE WIDTH, MARKING AND LOCATIONS, APPROACH ROADS

AND TURN RADIUS AND LOCATION.

e. TYPE AND QUANTITY OF ANTITERRORISM SECURE ACCESS.

f. INTENDED FIRE DEPARTMENT MAIN ENTRANCE TO FACILITY.

g. LOCATION OF FIRE DEPARTMENT CONNECTIONS.

h. FIRE HYDRANTS, POST INDICATOR VALVE OR VALVES AND THEIR

CONNECTED WATER DISTRIBUTION MAINS SERVING FACILITY.

i. FIRE PUMP ROOM.

j. WATER STORAGE TANKS.

k. HAZARDOUS MATERIAL SPILL CONTAINMENT TANKS.

l. BACKFLOW PREVENTION ASSEMBLY OR ASSEMBLIES SERVING

WATER-BASED FIRE PROTECTION SYSTEMS (IF LOCATED OUTSIDE

OF BUILDING).

4-16.8.3 FIRE HYDRANTS MUST BE INSTALLED IN ACCORDANCE WITH NFPA

24, BUT SPACED NOT MORE THAN 300 FEET APART. PROVIDE A MINIMUM OF TWO

HYDRANTS LOCATED SO THAT PROTECTED EXPOSURES CAN BE REACHED

THROUGH HOSE RUNS NOT EXCEEDING 300 FEET.

9-3.5.8.4 HYDRANTS MUST ALSO BE SPACED IN ACCORDANCE WITH THE

FOLLOWING REQUIREMENTS:

a. AT LEAST ONE HYDRANT MUST BE LOCATED WITHIN 150 FEET OF

THE FIRE DEPARTMENT CONNECTION.

9-3.5.9PROTECTION

HYDRANTS LOCATED ADJACENT TO PARKING AREAS, VEHICLE TRAFFIC AREAS,

OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE, MUST BE PROTECTED BY

BOLLARDS. THE BOLLARDS MUST BE LOCATED SO THEY ARE NOT DIRECTLY IN

FRONT OF AN OUTLET. THE BOLLARDS MUST ALLOW CLEARANCE TO ATTACH

HOSES, ALLOW FOR THE REMOVAL OF THE HYDRANT CAPS, AND FOR THE

HYDRANT TO BE OPENED AND CLOSED WITHOUT OBSTRUCTIONS, REFER TO

UFC 3-260-01 WHERE BOLLARDS ARE REQUIRED FOR HYDRANTS LOCATED

ADJACENT TO AIRCRAFT PARKING AND SERVICING APRONS.

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049323

A 08/18/22

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AIRFIELD

OPERATIONS

BUILDING

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AIRSIDE LANDSIDE

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AIRSIDELANDSIDE

AIRSIDELANDSIDE

37' 43'

13' 13'

172.37'

12' 12'

25'

25'

23'

47'

47'

47'

30'

1" = 30'A1 FIRE PROTECTION SITE PLAN - AREA 2

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

X

PLAN

NORTH

WORK NOTES

GENERAL NOTES

KEY PLANKEY PLAN

SCALE IN FEET

30' 60'

PLAN

NORTH

GI132

1. FIRE DEPARTMENT VEHICLE ACCESS

2. FIRE HYDRANT

3. FIRE DEPARTMENT MAIN ENTRANCE

4. WALL MOUNTED FIRE DEPARTMENT CONNECTION

5. POST INDICATOR VALVE WITH SIGNAGE

6. REMOVABLE BOLLARDS

7. EXISTING FIRE HYDRANT

1. SEE SHEET C001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL

NOTES.

2. THE EXISTING SITE UTILITIES AND FEATURES SHOWN ARE BASED ON A

FIELD RUN TOPOGRAPHIC SURVEY PERFORMED BY MSA, P.C. IN MAY 2018.

3. DIMENSIONS ARE IN SURVEY FEET UNLESS OTHERWISE NOTED.

4. WHERE APPLICABLE, THE FOLLOWING MINIMUM FIRE PROTECTION

PROVISIONS MUST BE INCLUDED ON THE CODE COMPLIANCE SITE PLAN IN

ACCORDANCE WITH UFC 3-600-01:

a. LINE OF ENCROACHMENT IDENTIFYING ASSUMED PROPERTY LINES

AND MINIMUM SEPARATION DISTANCES FROM ADJACENT

BUILDINGS.

b. BUILDING PERIMETER USED FOR FRONTAGE INCREASES.

c. FIRE DEPARTMENT ACCESS.

d. FIRE LANE WIDTH, MARKING AND LOCATIONS, APPROACH ROADS

AND TURN RADIUS AND LOCATION.

e. TYPE AND QUANTITY OF ANTITERRORISM SECURE ACCESS.

f. INTENDED FIRE DEPARTMENT MAIN ENTRANCE TO FACILITY.

g. LOCATION OF FIRE DEPARTMENT CONNECTIONS.

h. FIRE HYDRANTS, POST INDICATOR VALVE OR VALVES AND THEIR

CONNECTED WATER DISTRIBUTION MAINS SERVING FACILITY.

i. FIRE PUMP ROOM.

j. WATER STORAGE TANKS.

k. HAZARDOUS MATERIAL SPILL CONTAINMENT TANKS.

l. BACKFLOW PREVENTION ASSEMBLY OR ASSEMBLIES SERVING

WATER-BASED FIRE PROTECTION SYSTEMS (IF LOCATED OUTSIDE

OF BUILDING).

4-16.8.3 FIRE HYDRANTS MUST BE INSTALLED IN ACCORDANCE WITH NFPA

24, BUT SPACED NOT MORE THAN 300 FEET APART. PROVIDE A MINIMUM OF TWO

HYDRANTS LOCATED SO THAT PROTECTED EXPOSURES CAN BE REACHED

THROUGH HOSE RUNS NOT EXCEEDING 300 FEET.

9-3.5.8.4 HYDRANTS MUST ALSO BE SPACED IN ACCORDANCE WITH THE

FOLLOWING REQUIREMENTS:

a. AT LEAST ONE HYDRANT MUST BE LOCATED WITHIN 150 FEET OF

THE FIRE DEPARTMENT CONNECTION.

9-3.5.9PROTECTION

HYDRANTS LOCATED ADJACENT TO PARKING AREAS, VEHICLE TRAFFIC AREAS,

OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE, MUST BE PROTECTED BY

BOLLARDS. THE BOLLARDS MUST BE LOCATED SO THEY ARE NOT DIRECTLY IN

FRONT OF AN OUTLET. THE BOLLARDS MUST ALLOW CLEARANCE TO ATTACH

HOSES, ALLOW FOR THE REMOVAL OF THE HYDRANT CAPS, AND FOR THE

HYDRANT TO BE OPENED AND CLOSED WITHOUT OBSTRUCTIONS, REFER TO

UFC 3-260-01 WHERE BOLLARDS ARE REQUIRED FOR HYDRANTS LOCATED

ADJACENT TO AIRCRAFT PARKING AND SERVICING APRONS.

IS

SU

ED

F

OR

B

ID

X

GI131

GI132

GI132

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

N

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

I. CONTRACTOR ACCESS AND STAGING

1. UTILIZE THE SLOCUM GATE TO 6TH AVENUE AS AN ACCESS AND HAUL

ROUTE FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT,

AND DELIVERIES. ACCESS ROUTES AND HAUL ROUTES ARE SUBJECT

TO CHANGE AT THE DIRECTION OF THE CONTRACTING OFFICER AND

MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE

PROJECT SITE.

2. COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL

ROUTES IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY

ACCESS TO ALL PROJECT AREAS, AIRFIELD, AND EXISTING ROADWAYS

AT ALL TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE

RESPONSE TIME.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO

CONSTRUCTION ACTIVITIES, NOTIFY THE CONTRACTING OFFICER,

POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY

SERVICES OF THE CLOSURE.

4. MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS

CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS. ALL

DEBRIS HAULING TRUCKS MUST FULLY COVER LOADS WHEN HAULING

MATERIALS FROM THE SITE.

5. RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION

LIMITS UNLESS COORDINATED OTHERWISE WITH THE CONTRACTING

OFFICER.

6. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND

STOCKPILE AREA FOR MATERIALS AND EQUIPMENT. LOCATIONS OF

CONTRACTOR'S STAGING AREAS ARE SHOWN ON SHEET GI142, GI143,

AND GI144. CONTACT THE MCAS CHERRY POINT REAL ESTATE

DEPARTMENT TO OBTAIN SITE APPROVAL FOR THESE OR OTHER

AREAS. CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE

DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE BASED

ON OPERATIONAL REQUIREMENTS OF THE PROJECT SITE AND

AIRFIELD.

7. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, PARK EQUIPMENT

AND VEHICLES IN THE STAGING AREA.

8. PROVIDE AND INSTALL AT THE CONSTRUCTION ENTRANCE A

PROFESSIONALLY PAINTED SIGN, MEETING CONTRACTING OFFICER

APPROVAL, TO DIRECT MATERIAL SUPPLIERS, EMPLOYEES, AND

DELIVERIES TO THE CONSTRUCTION SITE. THE SIGN MUST READ

“CONSTRUCTION VEHICLES ONLY - NO VENDORS ALLOWED.”

9. PROVIDE (TO THE CONTRACTING OFFICER) A MINIMUM NOTICE OF 48

HOURS PRIOR TO CONSTRUCTION DELIVERIES TO THE BASE.

DELIVERIES MUST BE SCHEDULED MONDAY-FRIDAY, 8:00 AM TO 3:00 PM.

10. ALL CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT TO

SEARCH BY SECURITY WHEN ENTERING THE BASE AND MAY

EXPERIENCE DELAYS. ALL PERSONNEL MUST HAVE A CURRENT AND

VALID PHOTO IDENTIFICATION PER BASE SECURITY REQUIREMENTS,

AND ALL VEHICLES MUST HAVE CURRENT AND VALID REGISTRATION

AND INSURANCE.

11. ALL CONTRACTOR VEHICLES AND PERSONNEL MUST BE RESPONSIBLE

FOR COORDINATING WITH THE BASE SECURITY OFFICE IN OBTAINING

PROPER SECURITY CLEARANCE AND BADGING PRIOR TO ENTERING

THE BASE AND ALL SECURE AREAS.

12. RESTORE ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY

OTHER AREAS DISTURBED BY THE CONTRACTOR TO THEIR ORIGINAL

CONDITION OR BETTER TO THE SATISFACTION OF THE CONTRACTING

OFFICER.

13. EXISTING CONDITIONS OF ALL ROADWAYS ALONG THE CONTRACTOR

HAUL ROUTE MUST BE DOCUMENTED BY PHOTOS OR VIDEO PRIOR TO

THE START OF WORK TO ENSURE ROAD IS RESTORED TO

PRE-CONSTRUCTION CONDITIONS FOLLOWING COMPLETION OF THE

PROJECT.

II. COORDINATION AND COMMUNICATION

1. AT THE TIME OF PROJECT MOBILIZATION, CONSTRUCTION ACTIVITIES

FOR P235 PROJECT MUST BE ON-GOING. P235 PROJECT COMPLETION

EXPECTED IN WINTER OF 2022, COORDINATE WITH P235 PROJECT FOR

CONSTRUCTION ACCESS TO SITE, UTILITY CONNECTIONS AND

PAVING/SIDEWALK CONNECTIONS.

2. CONTRACTOR MUST PROVIDE AN OPERATIONS PLAN FOR APPROVAL

BY THE CONTRACTING OFFICER THAT INDICATES MEASURES FOR

MAINTENANCE OF TRAFFIC ON ROADS AS WELL AS POTENTIAL OR

PLANNED DISRUPTIONS OF BASE OPERATIONS.

3. APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO

THE APPROVAL OF THE CONTRACTING OFFICER, WHO MUST BE

PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING

WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS IN

PROGRESS. THE PRIMARY CONSTRUCTION SUPERINTENDENT MUST BE

DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE

WHO MUST BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE

CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT

AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE

REPRESENTATIVE MUST BE PROVIDED. PROVIDE NAMES AND

CONTACT INFORMATION OF REPRESENTATIVES TO THE CONTRACTING

OFFICER PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

4. MAINTAIN CONSTANT COORDINATION BETWEEN ANY

SUBCONTRACTORS AND THE CONTRACTING OFFICER. ALL

CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR MUST BE

REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.

III. TRAFFIC CONTROL

1. PROVIDE A MINIMUM NOTICE OF 15 DAYS TO BASE AND THE

CONTRACTING OFFICER FOR ROAD CLOSURE PRIOR TO THE ROAD

REQUIRING CLOSURE, A TRAFFIC CONTROL PLAN PREPARED BY A

LICENSED PROFESSIONAL ENGINEER MUST BE PROVIDED TO THE BASE

AND CONTRACTING OFFICER AT THE TIME OF NOTIFICATION. PROVIDE

BARRICADES, JERSEY BARRIERS, PAVEMENT MARKINGS LIGHTS,

SIGNAGE AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

2. PRIOR TO CONSTRUCTION, CORDON OFF THE CONSTRUCTION WORK

AREA AND ASSOCIATED ROADWAYS AND AIRFIELD AREAS BY USING

BARRICADES APPROVED BY THE CONTRACTING OFFICER.

3. ALL CONSTRUCTION EQUIPMENT AND VEHICLES MUST BE MARKED

WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH

ARE CLEARLY VISIBLE. PROVIDE EACH VEHICLE WITH A FLAG

ATTACHED TO THE VEHICLE WHICH SHOULD BE AT LEAST 3 FEET

SQUARE HAVING INTERNATIONAL ORANGE AND WHITE CHECKERED

PATTERN SO THAT THE FLAG IS EASILY VISIBLE.

4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING

PAVEMENT TO REMAIN.

5. PEDESTRIAN TRAFFIC MUST ONLY BE PERMITTED TO ACCESS EXISTING

FACILITIES WITHIN THE CONSTRUCTION LIMITS. PROVIDE DESIGNATED

PEDESTRIAN ACCESS ROUTES TO EXISTING FACILITIES DURING

CONSTRUCTION.

6. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL

DEVICES, REQUEST THE CONTRACTING OFFICER TO SCHEDULE AN

INSPECTION. NO ROADWAY OR PORTION OF THE AIRFIELD MAY BE

RE-OPENED UNTIL THE CONTRACTING OFFICER HAS COMPLETED

INSPECTION AND APPROVED IN WRITING THE RE-OPENING OF ACTIVE

AREAS.

7. REPAIR ANY DAMAGE TO ROADS AND PAVEMENTS TO REMAIN DUE TO

CONSTRUCTION EQUIPMENT OR TRAFFIC TO RESTORE THE ROADS AND

PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF

THE CONTRACTING OFFICER.

IV. AIRFIELD OPERATIONS COORDINATION

1. COMPLY WITH ALL REQUIREMENTS INDICATED IN FEDERAL AVIATION

ADMINISTRATION (FAA) ADVISORY CIRCULAR (AC) 150/5370-2G,

OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION

(CURRENT EDITION).

2. CONTRACTOR MUST NOT ACCESS THE AIRCRAFT OPERATIONS AREA

WITHOUT CLEARANCE FROM BASE OPERATIONS AND THE

CONTRACTING OFFICER, AND MUST CONDUCT WORK IN SUCH A

MANNER TO ENSURE A MINIMUM HINDRANCE TO AVIATION

OPERATIONS. PROVIDE A MINIMUM NOTICE OF 4 DAYS TO BASE

OPERATIONS FOR ACCESS TO AN AIRCRAFT OPERATIONS AREA.

PEDESTRIAN TRAFFIC AND PRIVATELY OWNED VEHICLES MUST NOT BE

ALLOWED IN THE AIRCRAFT OPERATIONS AREA.

3. MAINTAIN RADIO CONTACT WITH AIRFIELD OPERATIONS AT ALL TIMES

DURING WORK ON THIS PROJECT. CONTRACTOR MUST FURNISH HIS

OWN 2-WAY RADIOS AND IS REQUIRED TO COMPLETE A TRAINING

SESSION ON RADIO USAGE TO BE CONDUCTED BY BASE OPERATIONS.

FREQUENCY OF RADIOS MUST BE COORDINATED WITH BASE

OPERATIONS.

4. CONSTRUCTION ACTIVITIES MAY REQUIRE CONTRACTOR TO CROSS

ACTIVE AIRFIELD AREAS AND AREAS WHERE AIRCRAFT OPERATIONS

ARE TAKING PLACE. CONTINUOUSLY MONITOR AIRCRAFT TRAFFIC ON

AND AROUND THE AIRPORT BY RADIO. CONTRACTOR IS REQUIRED TO

STOP AT ALL AIRFIELD SAFETY AREAS, MONITOR LOCAL RADIO AND

CHECK WITH AIRCRAFT OPERATIONS, AND PROCEED ACROSS AIRFIELD

ONLY AFTER PERMISSION IS GRANTED BY AIRCRAFT OPERATIONS. IF

AIRCRAFT ARE OPERATING OR ARE ON APPROACH TO AIRFIELD,

CONTRACTOR IS REQUIRED TO SUSPEND OPERATIONS, MOVE

PERSONNEL, EQUIPMENT, AND MATERIALS TO A SAFE LOCATION

OUTSIDE OF THE AIRFIELD SAFETY AREA, AND STAND BY UNTIL

AIRCRAFT USE IS COMPLETED.

5. CONSTRUCTION ACTIVITY AFFECTING AIRCRAFT MOVEMENT AREAS

AND AIRFIELD SAFETY REQUIREMENTS MUST BE COORDINATED WITH

BASE OPERATIONS AND THE CONTRACTING OFFICER. NO AIRCRAFT

OPERATIONS AREA MAY BE CLOSED WITHOUT APPROVAL FROM BASE

OPERATIONS.

6. NOTICES TO AIRMEN (NOTAMS) MUST BE ISSUED IN ACCORDANCE WITH

AC 150/5370-2E OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION, AND AC 150/5200-28D NOTICES TO AIRMEN FOR

AIRPORT OPERATORS. ALL NOTAMS MUST BE COORDINATED WITH

BASE OPERATIONS AND THE CONTRACTING OFFICER. NOTAMS MUST

BE ISSUED FOR RUNWAY THRESHOLD DISPLACEMENT, RUNWAY

CLOSURE, AND TAXIWAY CLOSURE. THE NOTAM INFORMATION MUST

INCLUDE PORTIONS OF THE AIRFIELD THAT ARE CLOSED OR

DISPLACED, THE DATE AND TIME OF THE BEGINNING AND ENDING OF

WORK, AND THE DURATION OF THE WORK. PROVIDE A MINIMUM NOTICE

OF 48 HOURS TO BASE OPERATIONS REGARDING THE NEED FOR

NOTICES TO AIRMEN (NOTAMS). DO NOT COMMENCE WORK ACTIVITIES

ON AIRFIELD AREAS UNTIL APPROPRIATE NOTAMS HAVE BEEN ISSUED

BY THE BASE OPERATIONS TO IDENTIFY WORK ACTIVITIES.

7. ALL CONSTRUCTION AREAS THAT POSE A HAZARD TO OPERATING

AIRCRAFT MUST BE PROPERLY MARKED WITH LOW-PROFILE

BARRICADES. ALL BARRICADES LOCATED WITHIN OR ADJACENT TO

AIRCRAFT OPERATIONS AREAS MUST BE LOW-PROFILE TYPE WITH

ORANGE MARKINGS AND RED FLASHING LIGHTS. LOW PROFILE

BARRICADES MUST BE KEPT OUTSIDE THE LIMITS OF ANY ACTIVE

AIRFIELD SAFETY AREA.

8. DEBRIS, WASTE, AND LOOSE MATERIALS CAPABLE OF CAUSING

DAMAGE TO AIRCRAFT AND HELICOPTER LANDING GEAR, PROPELLERS

AND ROTORS, OR OF BEING INGESTED BY JET ENGINES, MUST NOT BE

LEFT WITHIN ACTIVE AIRCRAFT OPERATION AREAS. CONTRACTOR IS

REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS CARRIED ONTO

AIRFIELD FROM CONTRACTOR'S EQUIPMENT OR OPERATIONS TO

PREVENT FOREIGN OBJECT DAMAGE (FOD). MATERIAL DROPPED

WITHIN THESE AREAS MUST BE CONTINUOUSLY REMOVED BY SURFACE

SWEEPERS OR OTHER APPROVED METHODS DURING WORKING HOURS.

STOCKPILED MATERIAL MUST BE CONSTRAINED IN A MANNER TO

PREVENT MOVEMENT RESULTING FROM AIRCRAFT PROPWASH OR JET

BLAST. KEEP A FULLY OPERATIONAL SURFACE SWEEPER AT THE

PROJECT SITE AT ALL TIMES.

9. ANY DAMAGE TO EXISTING AIRFIELD LIGHTING, AIRCRAFT

NAVIGATIONAL AIDS (NAVAIDS), OR AIRFIELD PAVEMENTS-TO-REMAIN

DUE TO CONSTRUCTION MUST BE COMMUNICATED TO THE

CONTRACTING OFFICER AND MUST BE REPAIRED OR REPLACED BY THE

CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING OFFICER.

V. EQUIPMENT AND STOCKPILE HEIGHT

1. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT

OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY

FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR AC

150/5370-2E AND AC 150/5300-13 (CURRENT EDITIONS). WHEN

EQUIPMENT IS EXPECTED TO PENETRATE THE AIRFIELD APPROACH

SURFACES OR WHEN CRANES WILL BE USED ON-SITE, SUBMIT AN FAA

FORM 7460-1 TO THE REGIONAL OFFICE A MINIMUM OF 90 DAYS IN

ADVANCE. PERMISSION TO USE CRANES WILL BE ISSUED BY BASE

OPERATIONS AND THE CONTRACTING OFFICER AFTER APPROVAL BY

THE FAA.

2. DURING PERIODS OF LOW VISIBILITY, VEHICLES AND EQUIPMENT MUST

BE IDENTIFIED BY AN APPROPRIATELY SIZED FLASHING OR STEADY

BURNING AMBER BEACON MOUNTED ON THE UPPER MOST PART OF

THE VEHICLE OR EQUIPMENT SUCH THAT IT IS CONSPICUOUS FROM

ANY DIRECTION INCLUDING FROM THE AIR.

3. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES MUST HAVE

BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

4. DO NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS, OR DEBRIS IN

ANY AREA WHERE SUCH STOCKPILES WOULD PENETRATE AVIATION

SURFACES. IDENTIFY ALL STOCKPILES ADJACENT TO AIRCRAFT

OPERATIONS AREA WITH A 360-DEGREE RED OBSTRUCTION LIGHT

PLACED AT THE HIGHEST POINT OF THE STOCKPILE. STOCKPILING OF

MATERIAL WITHIN THE AIRFIELD SAFETY AREAS IS PROHIBITED.

VI. EXCAVATION AND TRENCHES

1. PROVIDE ALL EXCAVATION, TRENCHING, SHEETING, SHORING, AND

BRACING AS REQUIRED IN ACCORDANCE WITH LOCAL, STATE, AND

FEDERAL REGULATIONS, INCLUDING OSHA (29 CFR 1926) AND EM 385-1-1

(USCE SAFETY MANUAL) AND THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD).

2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE

MUST BE PROMINENTLY MARKED WITH ORANGE BARRICADES WITH

FLASHING RED LIGHTS ACCEPTABLE TO THE CLIENT REPRESENTATIVE.

3. PROVIDE A MINIMUM NOTICE OF 15 DAYS TO THE CONTRACTING

OFFICER AND ASSOCIATED UTILITY COMPANIES BEFORE PROCEEDING

WITH ANY EXCAVATION OR CONNECTION TO AN EXISTING UTILITY

SYSTEM. OBTAIN A DIG PERMIT FROM THE CONTRACTING OFFICER

PRIOR TO AN EXCAVATION ACTIVITIES.

4. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE

REQUIRED. SUBMIT A DEWATERING PLAN FOR CONTRACTING OFFICER

APPROVAL AT NO ADDITIONAL COST TO THE GOVERNMENT.

5. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND

READY FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER THE

MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND

COMPACT TRENCHES AS SPECIFIED.

6. A MAXIMUM OF 100 LINEAR FEET OF EXCAVATED TRENCH MAY BE OPEN

AT ANY TIME DURING CONSTRUCTION.

7. TAKE ALL NECESSARY PRECAUTIONS, INCLUDING PROVIDING SHORING

AND PIPE SUPPORTS, TO PROTECT ALL EXPOSED PIPING WITHIN

TRENCH EXCAVATIONS. IMMEDIATELY REPAIR ANY DAMAGE INCURRED

BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT AND

TO THE SATISFACTION OF THE UTILITY OWNER.

8. COVER EXCAVATIONS AND TRENCHES WITHIN ACTIVE VEHICULAR AND

PEDESTRIAN AREAS AT THE END OF EACH WORK PERIOD. USE

BACKFILL AND TEMPORARY PAVEMENT OF STEEL PLATES.

VII. EXISTING FACILITIES ACCESS AND SECURITY

1. MAINTAIN PEDESTRIAN ACCESS TO ALL EXISTING FACILITIES TO REMAIN

AT ALL TIMES DURING CONSTRUCTION.

2. A PORTION OF THE FLIGHT LINE FENCE ADJACENT TO EXISTING

BUILDING 131 SITE WILL BE REMOVED AND REPLACED. COORDINATE

WITH THE CONTRACTING OFFICER AND BASE PERSONNEL TO MAINTAIN

A SECURE FLIGHT LINE PERIMETER DURING FENCE REPLACEMENT.

VIII. OTHER ACCESS AND SAFETY REQUIREMENTS

1. MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL

SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.

2. CONTRACTOR IS RESPONSIBLE FOR SECURING ALL MATERIALS AND

EQUIPMENT NECESSARY TO COMPLETE THE PROJECT.

3. STOCKPILED MATERIAL MUST BE CONSTRAINED IN A MANNER TO

PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS.

4. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM

CONSTRUCTION PERSONNEL AND ACTIVITIES MUST BE REMOVED FROM

THE PROJECT LIMITS.

5. PROPERLY DISPOSE OF GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS

WASTE RESULTING FROM CONTRACTOR'S OPERATIONS IN

ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY

REQUIREMENTS AND PROPERLY REMOVE FROM THE PROJECT SITE. IF

HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING

CONSTRUCTION ACTIVITIES, IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER.

6. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF

ANY WATER LINES OR FIRE HYDRANTS ON PROJECT PROPERTY OR

ADJOINING PROPERTY, PROVIDE A MINIMUM ADVANCE NOTICE OF 15

DAYS TO CHERRY POINT FIRE AND EMERGENCY SERVICES.

7. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE CLIENT

REPRESENTATIVE SAFETY REQUIREMENTS WILL RESULT IN THE

SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY

CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

8. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH BASE

SAFETY AND OPERATIONS MUST IMMEDIATELY BE REMOVED FROM THE

WORK AREA AND MUST NOT BE PERMITTED TO RETURN THROUGHOUT

THE REMAINDER OF THE PROJECT.

9. ALL HOT WORK REQUIRES APPROVAL OF CHERRY POINT FIRE AND

EMERGENCY SERVICES. THE CONTRACTOR MUST OBTAIN A PERMIT ON

A WEEKLY BASIS. A MINIMUM COOLDOWN TIME OF 120 MINUTES MUST

BE OBSERVED FOLLOWING ALL HOT WORK.

10. CONTRACTOR IS SUBJECT TO ALL BASE CLOSURES INCLUDING

FEDERAL HOLIDAYS, NATURAL DISASTER CLOSURES, AND NATIONAL

SECURITY CLOSURES.

SITE ACCESS AND SAFETY NOTES SITE ACCESS AND SAFETY NOTES SITE ACCESS AND SAFETY NOTES SITE ACCESS AND SAFETY NOTES SITE ACCESS AND SAFETY NOTES

IS

SU

ED

F

OR

B

ID

GI141

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution

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CONTRACTOR

HAUL ROUTE

CONTRACTOR

HAUL ROUTE

1.3 MILES

TO SLOCUM

GATE

CONTRACTOR

STAGING AND

LAYDOWN AREA

CONTRACTOR

HAUL ROUTE

CONTRACTOR

STAGING AND

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CONTRACTOR

STAGING AND

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ROOSEVELT BLVD

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LANGLEY ROAD

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HAUL ROUTE

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R3

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4380A

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143157

452190

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R0

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CUNNINGHAM BLVD

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MACKEREL R

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BEACHEY ROAD

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WRIGHT ROAD

6TH AVENUE

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2ND AVENUE2ND AVENUE2ND AVENUE

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4TH AVENUE 4TH AVENUE 4TH AVENUE

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5TH AVENUE 5TH AVENUE 5TH AVENUE

6TH AVENUE

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WOMBAT ROAD

F STREET

2ND AVENUE

LA

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BEACHEY ROAD

CONTRACTOR HAUL ROUTE VIA PROJECT

P-235 PROPOSED 5TH AVENUE EXTENSION

CONTRACTOR

HAUL ROUTE

1.3 MILES

TO SLOCUM

GATE

CONTRACTOR

STAGING AND

LAYDOWN AREA

CONTRACTOR

HAUL ROUTE

CONTRACTOR

STAGING AND

LAYDOWN AREA

CONTRACTOR

STAGING AND

LAYDOWN AREA

ROOSEVELT BLVD

5TH AVENUE

6TH AVENUE

LANGLEY ROAD

A

ST

RE

ET

CONTRACTOR

HAUL ROUTE

ACTIVE PROJECT P-235 CONSTRUCTION ON 6TH AVENUE

N A

V A

L

FA

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

1" = 400'A1 0

SCALE IN FEET

400' 800'

SITE ACCESS AND STAGING PLAN

1" = 400'A1

GENERAL NOTES

1. SEE SHEET GI141 FOR SITE ACCESS AND SAFETY NOTES.

2. AT THE TIME OF PROJECT MOBILIZATION, CONSTRUCTION

ACTIVITIES FOR P235 PROJECT WILL BE ON-GOING. COORDINATE

WITH P235 PROJECT FOR CONSTRUCTION ACCESS TO SITE,

UTILITY CONNECTIONS AND PAVING/SIDEWALK CONNECTIONS.

3. 6TH AVENUE WILL BE CLOSED BY P235 CONSTRUCTION ACTIVITIES

AND WILL BE UNACCESSIBLE AND UNAVAILABLE FOR P228

CONSTRUCTION TRAFFIC AT ANY TIME.

4. SEE SHEETS CG101 AND CG102 FOR P235 LIMITS OF DISTURBANCE.

IS

SU

ED

F

OR

B

ID

PLAN

NORTH

GI142

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

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OPERATIONS

BUILDING

X

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CONTRACTOR

LAYDOWN AREA

BEGIN

END

FOD CHECK POINT3

BID OPTION - EXISTING CONSTRUCTION TO BE REMOVED

PHASE 1 PHASE 2

PHASE 1 PHASE 2

CONTRACTOR

LAYDOWN AREA2

(SEE GEN. NOTE 1)

24'

24'

(SEE GEN. NOTE 1)

CONTRACTOR HAUL ROUTE

TEMPORARY AIRFIELD

SERVICE ROAD DETOUR

TEMPORARY AIRFIELD

SERVICE ROAD DETOUR

TAXIWAY H

E 2632898.85 N 425838.68

E 2632797.59 N 425710.92

E 2632920.90 N 425860.02

E 2632940.95 N 425840.46

E 2633042.15 N 425941.63

E 2633181.95 N 426020.12

E 2633424.30 N 426268.79

E 2633591.67 N 426106.46

E 2633512.73 N 426025.56

E 2633726.97 N 425816.53

E 2633324.24 N 425403.75

E 2633349.98 N 425378.64

E 2633277.00 N 425362.53

E 2633220.83 N 425385.57 E 2633195.18 N 425410.72

E 2633306.24 N 425333.80

E 2633161.07 N 425375.76 E 2633140.84 N 425395.50 E 2633141.01 N 425473.12

E 2633029.44 N 425581.83 E 2633013.35 N 425565.27

E 2632931.51 N 425644.61 E 2632908.14 N 425649.72

E 2632868.48 N 425641.75

A1 AIRFIELD PHASING AND STAGING PLAN - 1

PHASE 1 NEW AIRFIELD OPERATIONS

N A

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

KEY PLAN

1" = 80'

PLAN

NORTH

GI143

1. INSTALL PERIMETER EROSION CONTROL MEASURES

1.1. RELOCATE EXISTING CONCRETE BARRIERS AND PROVIDE

ADDITIONAL CONCRETE BARRIERS AS NEEDED TO CREATE

TEMPORARY BARRIER WHERE INDICATED . INSTALL A ROW OF LOW

PROFILE BARRICADES WHERE INDICATED TO CREATE TEMPORARY

FLIGHT LINE ROAD. GOVERNMENT TO PROVIDE TEMPORARY

SIGNAGE TO BE MOUNTED TO JERSEY BARRIERS.

1.2. INSTALL EROSION CONTROL MEASURES AS SHOWN ON EROSION

CONTROL SHEETS

2. DEMOLISH AND REMOVE EXISTING BUILDINGS

2.1. B131

2.2. B4348

2.3. B4440.

3. DEMOLISH AND REMOVE SITE FEATURES

3.1. AIRSIDE CONCRETE

3.2. LANDSIDE CONCRETE

3.3. CHAIN-LINK SECURITY FENCING AND GATES

3.4. BOLLARDS

3.5. CURB AND GUTTER

4. DEMOLISH, REMOVE, AND ABANDON IN PLACE UTILITIES

4.1. DOMESTIC WATER LINES AND APPURTENANCES

4.2. STORM SEWER LINES, INLETS, AND STRUCTURES

4.3. SANITARY SEWER LINES AND STRUCTURES

4.4. TELECOMMUNICATIONS DUCT BANKS AND STRUCTURES

4.5. ELECTRICAL DUCT BANKS AND STRUCTURES

4.6. STEAM LINES

5. PROPOSED GRADING

5.1. ROUGH GRADE SITE

5.2. UNDERCUT SUBGRADE AND REPLACE WITH SAND ON LANDSIDE

5.3. CEMENT STABILIZE SUBGRADE ON AIRSIDE

5.4. CONSTRUCT FINISHED GRADES TO ELEVATIONS SHOWN ON PLANS

6. PROPOSED SITE WORK

6.1. NEW AIRFIELD OPERATIONS BUILDING

6.2. NEW LANDSIDE ASPHALT, LANDSIDE CONCRETE, AND AIRSIDE

CONCRETE PAVEMENTS

6.3. NEW SECURITY FENCING AND GATES

6.4. NEW PAVEMENT MARKINGS

6.5. NEW SIDEWALKS AND HOUSEKEEPING EQUIPMENT PADS

7. PROPOSED UTILITIES

7.1. DOMESTIC WATER LINES AND APPURTENANCES

7.2. STORM SEWER LINES, INLETS, AND STRUCTURES

7.3. SANITARY SEWER LINES AND STRUCTURES

7.4. TELECOMMUNICATIONS DUCT BANKS AND STRUCTURES

7.5. ELECTRICAL DUCT BANKS, EQUIPMENT, AND STRUCTURES

8. SALVAGE ALL JERSEY BARRIERS TO THE GOVERNMENT. DELIVER TO

YARD ON BASE PER COR.

IS

SU

ED

F

OR

B

ID

80' 120'0

WORK NOTES

1. TEMPORARY BARRIER MOUNTED FENCE WITH FILTER FABRIC

2. LOW PROFILE BARRICADE

3. KEEP LAV CART DISPOSAL SERVICE CLEAR OF ANY

OBSTRUCTIONS. LAV CART DISPOSAL SITE MUST BE

ACCESSIBLE AND OPERATIONAL THROUGHOUT DURATION OF

CONSTRUCTION.

4. RELOCATE EXISTING CONCRETE BARRIERS AS SHOWN

A1

GI501C1

GI501

X

GENERAL NOTES

1. INSTALL LOW PROFILE BARRICADES IN THIS AREA DURING DURATION

OF PAVEMENT MARKING REMOVAL ACTIVITIES ONLY. COORDINATE WITH

AND GIVE NOTICE TO COR AND AIRFIELD OPERATIONS AT LEAST 14

DAYS IN ADVANCE OF PLANNED MARKING REMOVAL ACTIVITIES.

FOD FENCE

LOW PROFILE BARRIER

PHASING LEGEND

SERVICE ROAD DETOUR

GI143

6T H

AV

EN

UE

A STREET

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

UGG

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P

FIRE

P

FIRE

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LANE

FIRE

P

AIRFIELD

OPERATIONS

BUILDING

X

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CONTRACTOR

LAYDOWN AREA

CO

NT

RA

CT

OR

LA

YD

OW

N

AR

EA

BID OPTION

1END

PHASE 1 PHASE 2

PHASE 1 PHASE 2

BEGIN

BEGIN

2 END

2(SEE GEN. NOTE 1)

CONTRACTOR HAUL ROUTE

CONTRACTOR HAUL ROUTE

2 (SEE GEN. NOTE 1)

E 2633417.42 N 426319.80 E 2633451.42 N 426354.63

E 2633293.82 N 426507.68

E 2633327.25 N 426694.58

E 2633470.97 N 426729.54

E 2634063.45 N 426160.91

E 2634098.27 N 426087.48

E 2634054.33 N 425975.62

E 2633982.23 N 425940.54

E 2633861.32 N 425953.43

E 2633783.31 N 426036.17

E 2633661.51 N 426128.78

E 2633618.28 N 426122.41

E 2633642.66 N 426147.38

E 2633445.19 N 426290.32

E 2633652.08 N 426138.08

E 2633787.17 N 426031.00

E 2633658.65 N 425899.28

E 2633535.92 N 426019.02

A1 AIRFIELD PHASING AND STAGING PLAN - 2

N A

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

KEY PLAN

1" = 80'

PLAN

NORTH

GI144

1. PHASE 2 WORK MAY NOT BEGIN UNTIL PHASE 1 IS COMPLETE AND NEW

AIR OPERATIONS AND ATCT BUILDINGS ARE OPERATIONAL AND WITH

COR APPROVAL.

2. INSTALL PERIMETER EROSION CONTROL MEASURES

2.1. RELOCATE EXISTING JERSEY BARRIERS AND PROVIDE

ADDITIONAL JERSEY BARRIERS AS NEEDED TO CREATE

TEMPORARY BARRIER WHERE INDICATED . INSTALL A ROW OF

LOW PROFILE BARRICADES WHERE INDICATED TO CREATE

TEMPORARY FLIGHT LINE ROAD. GOVERNMENT TO PROVIDE

TEMPORARY SIGNAGE TO BE MOUNTED TO JERSEY BARRIERS.

2.2. CONTRACTOR REQUIRED TO OBTAIN AIRFIELD DRIVING

CERTIFICATE TO INSTALL AND REMOVE TEMPORARY BARRICADES

FOR PHASE 2 WORK.

2.3. INSTALL EROSION CONTROL MEASURES AS SHOWN ON EROSION

CONTROL SHEETS.

3. DEMOLISH AND REMOVE EXISTING BUILDINGS

3.1. B199

3.2. B1641

3.3. B1639

4. DEMOLISH AND REMOVE SITE FEATURES

4.1. LANDSIDE ASPHALT PAVEMENT, LANDSIDE CONCRETE PAVEMENT,

SIDEWALKS, AND CONCRETE HOUSEKEEPING PADS

4.2. CHAIN-LINK SECURITY FENCING AND GATES

4.3. BOLLARDS

4.4. CURB AND GUTTER

5. DEMOLISH, REMOVE, AND ABANDON IN PLACE UTILITIES

5.1. DOMESTIC WATER LINES AND APPURTENANCES

5.2. STORM SEWER LINES, INLETS, AND STRUCTURES

5.3. SANITARY SEWER LINES AND STRUCTURES

5.4. TELECOMMUNICATIONS DUCT BANKS AND STRUCTURES

5.5. ELECTRICAL DUCT BANKS AND STRUCTURES

5.6. STEAM LINES

6. PROPOSED GRADING

6.1. GRADE SITE TO ELEVATIONS SHOWN ON PLANS

6.2. PERMANENTLY STABILIZE THE SITE WITH SODDING PER

LANDSCAPING PLANS

7. SALVAGE ALL JERSEY BARRIERS TO THE GOVERNMENT. DELIVER TO

YARD ON BASE PER COR.

IS

SU

ED

F

OR

B

ID

80' 120'0

PHASE 2 - BID OPTION - EXISTING

CONSTRUCTION TO BE REMOVED

WORK NOTES

1. TEMPORARY BARRIER MOUNTED FENCE WITH FILTER FABRIC

2. LOW PROFILE BARRICADE

3. KEEP LAV CART DISPOSAL SERVICE CLEAR OF ANY

OBSTRUCTIONS. LAV CART DISPOSAL SITE MUST BE

ACCESSIBLE AND OPERATIONAL THROUGHOUT DURATION OF

CONSTRUCTION.

A1

GI501C1

GI501

X

GENERAL NOTES

1. INSTALL LOW PROFILE BARRICADES IN THIS AREA DURING DURATION

OF PAVEMENT MARKING REMOVAL ACTIVITIES ONLY. COORDINATE WITH

AND GIVE NOTICE TO COR AND AIRFIELD OPERATIONS AT LEAST 14

DAYS IN ADVANCE OF PLANNED MARKING REMOVAL ACTIVITIES.

FOD FENCE

LOW PROFILE BARRIER

PHASING LEGEND

GI144

6T H

AV

EN

UE

A STREET

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

8'-0"

8"

SUPPORT BRACE

2X4, 24" IN LENGTH

SECURELY FASTENED WITH

ORANGE SANDBAGS (OR SIMILAR)

RED FLASHING LIGHT

2"X8" (NOMINAL)

ALTERNATING 6" BANDS

OF AVIATION WHITE &

ORANGE (ALL SIDES OF

BOARD)

BRACE BARRICADES

TO PREVENT TIP OVER OR

DISPLACEMENT AS MAY BE

INDUCED BY WIND OR JET BLAST

NOTES:

1. FLASHERS MUST BE BATTERY OPERATED. LENS MUST BE RED AND BE ABLE TO ROTATE 90°.

2. SUPPORT BRACES MUST BE SECURELY ATTACHED TO 2"X8".

3. PLACE SAND BAGS SHALL ON BOTH SIDES OF EACH SUPPORT BRACE. ALL SAND BAGS USED TO SECURE BARRICADES MUST

BE ORANGE

4. FACING OF 2"X8" TO BE COVERED WITH REFLECTIVE TAPE OR PAINT.

5. PROVIDE A SUFFICIENT NUMBER OF LOW PROFILE BARRICADES TO EXTEND ACROSS THE PAVEMENT AT THE LOCATIONS

SHOWN WITH BARRICADES PLACED END TO END WITH NO GAPS.

x x x x x x x x x x x x x

2" Ø GALV. STEEL

FENCE POST

1-5/8" Ø TOP RAIL

CONCRETE JERSEY BARRIER OR

WATER FILLED BARRIER

FENCE FABRIC

1/2" Ø ANCHOR BOLT

WITH LEVELING NUTS

3" Ø FENCE POST

2.5" O.D. STEEL SLEEVE

3" Ø CORED HOLE

GROUT

1/2" Ø BOLT

1/2" Ø A BOLT HOLE (TYP 4)

2" Ø STEEL POST

DETAIL OF

BASE PLATE

NOTES:

1. FURNISH ALL MATERIALS SHOWN. EXISTING CONCRETE BARRIERS ON SITE MAY BE USED BY THE CONTRACTOR AS SHOWN ON THE DRAWINGS AND AS DIRECTED BY THE COR. CONTRACTOR IS

RESPONSIBLE FOR FURNISHING NAY ADDITIONAL BARRIERS REQUIRED.

2. BARRIERS WILL BE SUBJECTED TO JET BLAST FROM TAXIING AIRCRAFT ON APRON. PROVIDE THE BARRIER SYSTEM SUCH THAT OVERTURN FROM JET BLAST IS PREVENTED AND CONTRACTOR PERSONNEL

PROTECTION FROM FOD RESULTING FROM JET BLAST IS MAXIMIZED.

3. INTERCONNECT BARRIERS WITH ONE ANOTHER TO RESIST THE POSSIBILITY OF OVERTURN DUE TO JET BLAST.

4. THE POST ATTACHMENT METHODS SHOWN ARE RECOMMENDATIONS. THE CONTRACTOR MAY SUBMIT ADDITIONAL METHODS TO THE COR FOR APPROVAL.

5. PLACE FILTER FABRIC ON THE GROUND FIRST. PLACE CONCRETE BARRIER ON TOP OF FABRIC WITH MINIMUM 6" OVERLAP. WRAP FILTER FABRIC AROUND THE BARRIER ON THE CONSTRUCTION SIDE AND SECURED TO THE FENCE FABRIC WITH WIRE TIES. WIRE TIES MUST BE SPACED MAXIMUM 24".

2" Ø GALV. STEEL

LINE FENCE POST

1-5/8" Ø BOTTOM RAIL

1-5/8" TOP RAIL

No. 8 BAR PIN (TYP)

CIRCULAR YELLOW REFLECTOR

(TYP. 3 PER FENCE POST)

CIRCULAR YELLOW

REFLECTOR. 3 REQ'D PER

POST, AT TOP, MIDDLE AND

BOTTOM ON A.O.A. SIDE)

2" Ø GALV. STEEL

CORNER FENCE POST

EXISTING PCC CONCRETE

PAVEMENT SURFACE

6' 0" CHAIN LINK FENCE

6"19"

2"

2"

2"

10' 0" BARRIER LINE SECTION (TYP)

5' 0"

10' 0" BARRIER CORNER SECTION (TYP)

9"

SECTION VIEW

ALTERNATE METHOD OF

POST ATTACHMENT

ELEVATION VIEW

1-5/8" Ø BOTTOM

RAIL

9"

4"

6"x6"x.375"

STEEL BASE PLATE

6" 3"

6"

4"

3"

2"X2"X1/4" WELDED STEEL BRACE (TYP 4)

2" Ø STEEL BRACE

PIPE

9"

12"

2.5"

FENCE FABRIC WITH BROWN

PRIVACY SCREEN

(NOT SHOWN FOR CLARITY)

DRAINAGE POCKET, TYP

C1 LOW PROFILE BARRICADE

NTS

A1 TEMPORARY BARRIER MOUNTED FENCE WITH FILTER FABRIC

NTS

6" MIN

FILTER FABRIC

FILTER FABRIC, FILTER X, MIRAFI 100X,

STABILINKA T140N, OR APPROVED

EQUAL

3" M

IN

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

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ID

GI501

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

2022-08-15T06:41:38-0400

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