1.3_Drawings-CIVIL_1_of_4.pdf

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M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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B1 CONSTRUCTION - PHASE 1

SCALE: 1"=100' 100' 200'0

AD

FUTURE HANGAR

BY OTHERS

PHASE 1 - DEMOLISH EXISTING

ACCESS ROAD AND INSTALL ALL

ASSOCIATED UNDERGROUND

FUELING AND MISCELLANEOUS

UTILITIES. GRADE TO APPROPRIATE

ELEVATIONS REQUIRED FOR NEW

ACCESS ROAD CONSTRUCTION

PHASE 1 - DEMOLISH EXISTING

STORAGE YARD ASPHALT AND

MISCELLANEOUS STRUCTURES

PHASE 1 - APRON EXPANSION

DEMOLISH THE EXISTING BLAST FENCE CONCRETE FOUNDATION

AND ASPHALT SHOULDER AND GRADE TO APPROPRIATE

ELEVATIONS REQUIRED FOR NEW PAVEMENT INSTALLATION.

CONSTRUCTION - PHASE 1 NOTES:

1. SEE DRAWING GC004 AND GC005 FOR ACCESS AND SAFETY NOTES AND ACCESS AND SAFETY

PLAN.

2. BID OPTION CONSTRUCTION ACCESS OR BASE BID. CONTRACTOR SHALL DELINEATE A

CONSTRUCTION ZONE OR WORK AREA AROUND THE PROJECT PERIMETER FOR THE ENTIRE

DURATION OF CONSTRUCTION BY USE OF EXISTING FENCES OR NEW FENCES MEETING THE

STANDARDS FOR THE NORTH CAROLINA AIR NATIONAL GUARD AS NEEDED. SIGNAGE SHALL BE

INSTALLED ON FENCING, AND OTHER BARRICADES IN ACCORDANCE WITH SPECIFICATION

SECTION 01 50 00. CONTRACTOR IS REQUIRED TO MAINTAIN CONSTRUCTION

SAFETY/SECURITY FENCES AROUND THEIR WORK AREAS TO PROTECT AGAINST DAMAGE OR

THEFT OF MATERIALS AND EQUIPMENT.

3. ALL CLEARING, GRUBBING, AND MOWING SHALL BE COMPLETED PER REQUIREMENTS OF

CHARLOTTE - DOUGLAS INTERNATIONAL AIRPORT AND THE NORTH CAROLINA AIR NATIONAL

GUARD AND SHALL BE MAINTAINED THROUGHOUT THE CONTRACT DURATION.

4. CONTRACTOR SHALL NOT CROSS ESTABLISHED AIRFIELD SECURITY PERIMETER FENCE

WITHOUT COORDINATING WITH BASE SECURITY AND AIRFIELD OPERATIONS.

5. CONTRACTOR'S SHALL MAINTAIN ADEQUATE ACCESS FOR SEMI-TRUCK DELIVERIES AND

PERSONNEL TO ALL EXISTING SITE FACILITIES THROUGHOUT CONSTRUCTION.

PHASE 1 - BID OPTION

GRADE TO APPROPRIATE

ELEVATIONS REQUIRED FOR

NEW PAVEMENT INSTALLATION

LEGEND

PHASE 1

WORK AREAS

PHASE 1

BID OPTION

PHASE 1 - CONSTRUCT BBL TANK

WITH CONTAINMENT AND

RETAINING WALL. SEE MECHANICAL

DRAWINGS FOR DETAILED FUEL

SYSTEM SEQUENCING.

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LOW PROFILE

BARRICADES

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CONSTRUCTION - PHASE 1

GC001 0

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NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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B1 CONSTRUCTION - PHASE 2

SCALE: 1"=100' 100' 200'0

LEGEND

PHASE 2

WORK AREAS

PHASE 2

BID OPTION

FUTURE HANGAR

BY OTHERS

PHASE 2 - BID OPTION

MILL AND OVERLAY EXISTING

ASPHALT SHOULDER.

PHASE 2 - INSTALL THREE

HYDRANT PITS AND JET

FUEL LINE ALONG THE

WEST ALPHA ONE, TWO,

AND THREE PARKING

POSITIONS ON THE APRON.

REPLACE CONCRETE

PAVEMENT.

PHASE 2 - BID OPTION

CONSTRUCT PAVEMENT

FOR BLAST FENCE AND

INSTALL BLAST FENCE.

PHASE 2 - INSTALL NEW

10-INCH JET FUEL

RETURN LINE FROM THE

NEW PUMP SHELTER TO

THE AIRFIELD APRON.

PHASE 2 - CONSTRUCT

NEW CONCRETE APRON

PAVEMENT AND

SHOULDER EXPANSION.

PHASE 2 - INSTALL NEW 8" WATER

LINE AROUND PROPOSED APRON

EXPANSION AND INSTALL NEW

LOW-PROFILE FIRE HYDRANT AS

INDICATED ON UTILITY PLANS.

PHASE 2 - CONSTRUCT FUEL

PUMP HOUSE AND FUEL

TANKS AND ALL

ASSOCIATED FUELING

OPERATION SITE FEATURES.

CONSTRUCTION - PHASE 2 NOTES:

1. SEE DRAWING GC004 AND GC005 FOR ACCESS AND SAFETY NOTES AND ACCESS AND SAFETY

PLAN.

2. BID OPTION CONSTRUCTION ACCESS OR BASE BID. CONTRACTOR SHALL DELINEATE A

CONSTRUCTION ZONE OR WORK AREA AROUND THE PROJECT PERIMETER FOR THE ENTIRE

DURATION OF CONSTRUCTION BY USE OF EXISTING FENCES OR NEW FENCES MEETING THE

STANDARDS FOR THE NORTH CAROLINA AIR NATIONAL GUARD AS NEEDED. SIGNAGE SHALL BE

INSTALLED ON FENCING, AND OTHER BARRICADES IN ACCORDANCE WITH SPECIFICATION

SECTION 01 50 00. CONTRACTOR IS REQUIRED TO MAINTAIN CONSTRUCTION

SAFETY/SECURITY FENCES AROUND THEIR WORK AREAS TO PROTECT AGAINST DAMAGE OR

THEFT OF MATERIALS AND EQUIPMENT.

3. ALL CLEARING, GRUBBING, AND MOWING SHALL BE COMPLETED PER REQUIREMENTS OF

CHARLOTTE - DOUGLAS INTERNATIONAL AIRPORT AND THE NORTH CAROLINA AIR NATIONAL

GUARD AND SHALL BE MAINTAINED THROUGHOUT THE CONTRACT DURATION.

4. CONTRACTOR SHALL NOT CROSS ESTABLISHED AIRFIELD SECURITY PERIMETER FENCE

WITHOUT COORDINATING WITH BASE SECURITY AND AIRFIELD OPERATIONS.

5. CONTRACTOR'S SHALL MAINTAIN ADEQUATE ACCESS FOR SEMI-TRUCK DELIVERIES AND

PERSONNEL TO ALL EXISTING SITE FACILITIES THROUGHOUT CONSTRUCTION.

PHASE 2 - REMOVE EXISTING

PAVEMENT MARKINGS AND

APPLY TEMPORARY APRON

PAVEMENT MARKINGS.

LOW PROFILE

BARRICADESGC501

B3

LOW PROFILE

BARRICADES

GC501

B3

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

CONSTRUCTION - PHASE 2

GC002 0

FJRP159073-GC001.dwg

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Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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11/02/16 D.MUETING

A.DORMAN R.BARUTH

CONSTRUCTION - PHASE 3

GC003 0

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B1 CONSTRUCTION - PHASE 3

SCALE: 1"=100' 100' 200'0

FUTURE HANGAR

BY OTHERS

LEGEND

PHASE 3

WORK AREAS

PHASE 3

BID OPTION

PHASE 3 - CONTINUE TO CONSTRUCT

FUEL PUMP HOUSE AND FUEL TANKS

AND ALL ASSOCIATED FUELING

OPERATION SITE FEATURES.

PHASE 3 (TYP) - FINALIZE

APRON STRIPING ONCE

ALL SITE WORK HAS BEEN

COMPLETED.

PHASE 3 - REPLACE

CONCRETE APRON

PAVEMENT.

PHASE 3 - INSTALL JET

FUEL LINE FROM VALVE

VAULT TO THE EASTERN

BRAVO 2 PARKING

POSITION

CONSTRUCTION - PHASE 3 NOTES:

PHASE 3 - PAVE ACCESS ROAD

AND INSTALL APPROPRIATE

PAVEMENT MARKINGS

1. SEE DRAWING GC004 AND GC005 FOR ACCESS AND SAFETY NOTES AND ACCESS AND SAFETY

PLAN.

2. BID OPTION CONSTRUCTION ACCESS OR BASE BID. CONTRACTOR SHALL DELINEATE A

CONSTRUCTION ZONE OR WORK AREA AROUND THE PROJECT PERIMETER FOR THE ENTIRE

DURATION OF CONSTRUCTION BY USE OF EXISTING FENCES OR NEW FENCES MEETING THE

STANDARDS FOR THE NORTH CAROLINA AIR NATIONAL GUARD AS NEEDED. SIGNAGE SHALL BE

INSTALLED ON FENCING, AND OTHER BARRICADES IN ACCORDANCE WITH SPECIFICATION

SECTION 01 50 00. CONTRACTOR IS REQUIRED TO MAINTAIN CONSTRUCTION

SAFETY/SECURITY FENCES AROUND THEIR WORK AREAS TO PROTECT AGAINST DAMAGE OR

THEFT OF MATERIALS AND EQUIPMENT.

3. ALL CLEARING, GRUBBING, AND MOWING SHALL BE COMPLETED PER REQUIREMENTS OF

CHARLOTTE - DOUGLAS INTERNATIONAL AIRPORT AND THE NORTH CAROLINA AIR NATIONAL

GUARD AND SHALL BE MAINTAINED THROUGHOUT THE CONTRACT DURATION.

4. CONTRACTOR SHALL NOT CROSS ESTABLISHED AIRFIELD SECURITY PERIMETER FENCE

WITHOUT COORDINATING WITH BASE SECURITY AND AIRFIELD OPERATIONS.

5. CONTRACTOR'S SHALL MAINTAIN ADEQUATE ACCESS FOR SEMI-TRUCK DELIVERIES AND

PERSONNEL TO ALL EXISTING SITE FACILITIES THROUGHOUT CONSTRUCTION.

LOW PROFILE

BARRICADESGC501

B3

PHASE 3 - BID OPTION

INSTALL JET FUEL LINE

FROM EASTERN BRAVO 2

PARKING POSITION TO

BRAVO 1

LOW PROFILE

BARRICADES

GC501

B3

AD

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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ACCESS AND SAFETY NOTES:

1. ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL, VEHICLES,

AND EQUIPMENT IS ILLUSTRATED ON DRAWINGS. ACCESS ROUTES MAY BE

SUBJECT TO CHANGE, SCHEDULE IMPACTS SHALL BE COORDINATED WITH

THE CONTRACTING OFFICER.

2. THE EXISTING AIRPORT ROAD SPEED LIMITS AND LOAD LIMITS ARE STRICTLY

ENFORCED. ALL CONCRETE TRUCKS SHALL PUT DOWN EXTRA AXLES WHEN

TRAVELING ON AIRPORT OR BASE PROPERTY.

3. CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED

SIGN, MEETING CONTRACTING OFFICER APPROVAL, AT THE TEMPORARY

CONSTRUCTION ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND

EMPLOYEES TO THE CONSTRUCTION SITE. CONTRACTOR SHALL PROVIDE A

MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING OFFICER REGARDING

OVERSIZED OR CONSTRUCTION DELIVERIES TO THE BASE TRUCK GATE

PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE SCHEDULED MONDAY -

FRIDAY, 0600 TO 1800. CONTRACTOR SHALL COORDINATE DELIVERIES WITH

BASE SECURITY FORCES BY SUBMISSION OF THE CORRECT ENTRY PASS

PAPERWORK VIA THE CONTRACTING OFFICER.

4. CONTRACTOR'S STAGING AREA AND POV EMPLOYEE PARKING WILL BE

LOCATED AS INDICATED ON SHEET GC005 OR AS DIRECTED BY THE

CONTRACTING OFFICER. CONTRACTOR MAY SUBMIT ALTERNATIVES TO

STAGING AREA LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA

SHALL BE SUBJECT TO APPROVAL OF CONTRACTING OFFICER'S

REPRESENTATIVE. LOCATION OF CONTRACTOR'S STAGING AREA SHALL BE

WITHIN THE PROJECT WORK AREA. SUBMIT PROJECT OFFICE/MATERIAL

STAGING AREA REQUEST TO THE CONTRACTING OFFICER AT LEAST 30 DAYS

PRIOR TO REQUIRED OCCUPANCY DATE.

5. EXISTING AIRPORT ROADS USED AS HAUL ROADS SHALL BE MAINTAINED

SUCH THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM

THE ROAD TO THE STAGING AREA AND FROM THE STAGING AREA TO THE

WORK SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL

TIMES. THE HAUL ROAD LOCATIONS SHALL BE AS INDICATED IN SHEET GC005

AND APPROVED BY THE CONTRACTING OFFICER.

6. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT

IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING

ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S

RESPONSE TIME.

7. CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE FREE FROM

DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

8. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING

CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION

OF EXISTING SITE. CONTRACTOR SHALL PROVIDE PHOTOGRAPHS AND VIDEO

RECORDING OF THE SITE CONDITIONS BEFORE CONSTRUCTION WITHIN THE

PROJECT LIMITS.

9. ALL AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITIES INCLUDING

BORROW AREAS, STOCKPILE AREAS, MATERIAL LAYDOWN , EQUIPMENT

PARKING, CONTRACTOR PARKING, EARTHWORK ACTIVITIES, UTILITY

TRENCHING, OVERHEAD UTILITY WORK, ETC SHALL BE RESTORED TO BETTER

THAN EXISTING CONDITIONS. ALL AREAS NOT DESIGNATED FOR PAVEMENT

OR GRAVEL SURFACING SHALL BE COVERED WITH A MINIMUM 4-INCHES OF

TOPSOIL, SEEDED, AND IRRIGATED/MAINTAINED FOR A MINIMUM OF 12

MONTHS OR UNTIL 95% COVERAGE OF GROUND COVER PER THE

SPECIFICATIONS.

10. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY NORTH

CAROLINA AIR NATIONAL GUARD SECURITY POLICE WHEN ENTERING THE

BASE AND MAY EXPERIENCE DELAYS. ALL PERSONNEL ENTERING THE BASE

MUST HAVE A VALID PHOTO ID PER SECURITY REQUIREMENTS. ALL VEHICLES

ENTERING THE BASE MUST HAVE CURRENT/VALID REGISTRATION,

CURRENT/VALID INSURANCE, AND CURRENT/VALID DRIVER'S LICENSE FOR

THE OPERATOR. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE

RESPONSIBLE FOR COORDINATING WITH THE BASE SECURITY OFFICER IN

OBTAINING PROPER SECURITY CLEARANCE AND BADGING PRIOR TO

ENTERING SECURE AREAS.

11. MISCELLANEOUS CONTRACTOR ACCESS PROCEDURES: PERIODIC AIR FORCE

EXERCISES MAY OR MAY NOT IMPACT DAILY ENTRY PROCEDURES TO WORK

AREAS AT CHARLOTTE - DOUGLAS INTERNATIONAL AIRPORT. IN ADDITION,

ALL CONTRACTOR PERSONNEL MAY BE REQUIRED TO LEAVE AN AREA AND

REACCOMPLISH ENTRY PROCEDURES. IN THE EVENT OF AN EMERGENCY

THAT REQUIRES EVACUATION FROM THE AREA, CONTRACTOR SHALL

COMPLY WITH THE INSTRUCTIONS FROM SECURITY FORCES.

12. CONTRACTOR SHALL PROVIDE ALL NECESSARY WATER AND TOILET

FACILITIES FOR HIS WORKERS WITHIN THE CONSTRUCTION ZONE.

CONTRACTOR WORKERS SHALL NOT USE GOVERNMENT OR AIRPORT

FACILITIES UNLESS SPECIFICALLY INDICATED OTHERWISE. LOCATIONS OF

FACILITIES SHALL BE COORDINATED WITH CONTRACTING OFFICER.

13. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S

CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE

WORK AREA/STAGING AREA.

14. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S

REPRESENTATIVE CONCERNING ANY GOVERNMENT OWNED EQUIPMENT

REQUIRING RELOCATION TO COMPLETE PROJECT.

15. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION

ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER,

POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF

THE CLOSURE.

TRAFFIC CONTROL:

1. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH

COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY

VISIBLE. CONTRACTOR SHALL PROVIDE EACH VEHICLE WORKING INSIDE THE

AIRPORT SECURITY FENCE WITH A FLAG ATTACHED TO THE VEHICLE WHICH

SHOULD BE AT LEAST 3-FOOT SQUARE HAVING INTERNATIONAL ORANGE AND

WHITE CHECKERED PATTERN SO THAT THE FLAG IS EASILY VISIBLE.

2. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES

TO SOUND AN ALARM WHEN MOVING IN REVERSE.

3. ONLY RUBBER-TIRE OR RUBBER-TRACKED VEHICLES WILL BE ALLOWED ON

EXISTING PAVEMENT-TO-REMAIN.

4. CONTRACTOR SHALL PROVIDE A MINIMUM 21 DAY NOTICE TO CHARLOTTE -

DOUGLAS INTERNATIONAL AIRPORT, THE NORTH CAROLINA AIR NATIONAL

GUARD, AND THE CONTRACTING OFFICER PRIOR TO ANY REQUESTED ROAD

CLOSURE. THE 21 DAY ADVANCE NOTICE DOES NOT MEAN THE REQUEST

WILL BE AUTOMATICALLY APPROVED. THE 21 DAYS PROVIDES NECESSARY

TIME FOR NORTH CAROLINA AIR NATIONAL GUARD CE TO COORDINATE AND

VERIFY IF CLOSURE IS ACCEPTABLE. CONTRACTOR SHALL WORK WITH THE

NORTH CAROLINA AIR NATIONAL GUARD CE AND CONTRACTING OFFICER TO

FINALIZE DATES IF THE AIRPORT OR BASE HAS CONFLICTS WITH OTHER

ACTIVITIES.

5. CONTRACTOR SHALL ATTEND ANY CHARLOTTE - DOUGLAS INTERNATIONAL

AIRPORT VEHICLE OPERATOR OR FOREIGN OBJECT DEBRIS (FOD) CONTROL

TRAINING COURSE.

6. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS DEPOSITED

ONTO THE SITE, ROADS, ETC FROM CONTRACTOR'S EQUIPMENT OR

OPERATIONS. MATERIAL DROPPED WITHIN THESE AREAS SHALL BE

CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER APPROVED

METHODS DURING WORKING HOURS. CONTRACTOR TO MAINTAIN ONE FULLY

OPERATIONAL STREET SWEEPER/VAC TRUCK ON SITE AT ALL TIMES.

7. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT

MOVEMENT RESULTING FROM AIRCRAFT PROPWASH OR JET BLAST.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING AND SUBMITTING

OUTAGE REQUEST WITH NORTH CAROLINA AIR NATIONAL GUARD CE OFFICE

FOR ANY WORK BLOCKING TEN OR MORE EXISTING PARKING SPACES.

TEMPORARY CONSTRUCTION CRANE AND STOCKPILE HEIGHT:

1. TEMPORARY OBSTRUCTIONS, SUCH AS CRANES, MUST BE MARKED AND

LIGHTED IN ACCORDANCE WITH FAA AC 70/7460. ALL HAZARDOUS AREAS

(SUCH AS EXCAVATIONS OR STOCKPILED MATERIALS) ON THE AIRFIELD MUST

BE DELINEATED WITH LIGHTED BARRICADES ON ALL EXPOSED (VISIBLE OR

ACCESSIBLE) SIDES. CONTRACTOR SHALL PROVIDE ALL NECESSARY

INFORMATION TO THE NORTH CAROLINA AIR NATIONAL GUARD CE FOR

CONSTRUCTION CRANES, EQUIPMENT, AND RELATED EQUIPMENT, AND

RELATED ACTIVITIES. ALL FORMS SHALL BE APPROVED PRIOR TO USING OR

BRINGING EQUIPMENT ON SITE. NORTH CAROLINA AIR NATIONAL GUARD CE

TO SUBMIT 7460 FORMS TO FAA FOR PERMANENT BUILDING. CONTRACTOR

TO SUBMIT 7460 FORMS TO FAA FOR ALL TEMPORARY CONSTRUCTION.

2. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT

OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY FAA AC

150/5370-2F AND AC 150/5300-13A (CURRENT EDITIONS). TEMPORARY

OBSTRUCTIONS, SUCH AS CRANES AND EQUIPMENT LESS THAN 200'-0" IN

HEIGHT REQUIRE ADDITIONAL LOCAL APPROVAL AS WELL AS FAA 7460

APPROVAL. COORDINATE WITH NORTH CAROLINA AIR NATIONAL GUARD CE

OFFICE FOR LOCAL OBSTRUCTION APPROVAL. WHEN EQUIPMENT IS

EXPECTED TO PENETRATE THE AIRFIELD APPROACH SURFACES OR WHEN

CRANES WILL BE USED ON-SITE, CONTRACTOR SHALL PROVIDE A MINIMUM

NOTICE OF 45 DAYS TO THE CONTRACTING OFFICER, THE NORTH CAROLINA

AIR NATIONAL GUARD, AND CHARLOTTE - DOUGLAS INTERNATIONAL

AIRPORT OPERATIONS PRIOR TO THE START OF CONSTRUCTION TO

COORDINATE THE SUBMITTAL OF FAA FORM 7460 TO THE FAA REGIONAL

OFFICE. PERMISSION TO USE CRANES SHALL BE ISSUED BY CHARLOTTE -

DOUGLAS INTERNATIONAL AIRPORT OPERATIONS, THE NORTH CAROLINA AIR

NATIONAL GUARD, AND THE CONTRACTING OFFICER AFTER APPROVAL BY

THE FAA.

3. OBSTRUCTION LIGHT FIXTURES SHALL BE AVIATION RED INCANDESCENT

STEADY BURNING COMPLYING WITH FAA AC 150/5345-43, TYPE L-810. AIR

FORCE POLICY DOES NOT ALLOW USE OF LED FIXTURES FOR OBSTRUCTION

LIGHTING.

4. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS

OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

5. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS,

OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES WOULD PENETRATE

AVIATION SURFACES. A 360 DEGREE RED OBSTRUCTION LIGHT SHALL BE

PLACED AT THE HIGHEST POINT OF THE STOCKPILE. STOCKPILING OF

MATERIAL WITHIN THE AIRPORT SAFETY AREAS IS PROHIBITED.

EXCAVATION AND TRENCHES:

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA

REGULATIONS, THE STATE OF NORTH CAROLINA LAWS CONCERNING

EXCAVATION, AND USACE EM 385-1-1 SAFETY AND HEALTH REQUIREMENT

MANUAL.

2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE

PROMINENTLY MARKED WITH ORANGE BARRICADES WITH FLASHING RED

LIGHTS ACCEPTABLE TO THE CONTRACTING OFFICER.

3. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 72 HOURS TO THE

CONTRACTING OFFICER AND ASSOCIATED UTILITY COMPANIES AND

AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.

4. 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.

5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE

REQUIRED.

6. STRUCTURES AND UTILITIES TO BE REMOVED SHALL BE BACKFILLED IN

ACCORDANCE WITH SPECIFICATION SECTION 31 00 00.

OTHER SAFETY REQUIREMENTS:

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS, AND USACE EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS

MANUAL.

2. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS DAILY AND PRIOR

TO LEAVING THE SITE EACH DAY TO REMEDY ANY SAFETY CONCERNS

IMMEDIATELY.

3. THERE SHALL BE NO PERMANENT WASTE SITES ON AIRPORT PROPERTY.

ANY TEMPORARY WASTE AREA SHALL BE APPROVED BY THE CONTRACTING

OFFICER AND SHALL BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF

WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION

OF THE CONTRACTING OFFICER.

4. CONTRACTOR SHALL COORDINATE THE RELOCATION AND SALVAGE OF ANY

GOVERNMENT OR AIRPORT OWNED EQUIPMENT WITH THE CONTRACTING

OFFICER.

5. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO CONTROL/PREVENT

DUST CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO

CHARLOTTE - DOUGLAS INTERNATIONAL AIRPORT, THE NORTH CAROLINA AIR

NATIONAL GUARD, AND THE CONTRACTING OFFICER. THE CONTRACTOR

SHALL CONTROL/PREVENT BLOWING DUST ON THE PROJECT SITE FROM ANY

HAUL ROUTE OR WORK AREA REGARDLESS OF SOURCE.

6. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM

CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED

OF IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY

REQUIREMENTS AND PROPERLY REMOVED FROM THE PROJECT PROPERTY.

IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING

CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE CONTRACTING OFFICER.

7. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE CONTRACTING

OFFICER SAFETY REQUIREMENTS SHALL 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 SAFETY PLAN OR

BASE SHALL IMMEDIATELY BE REMOVED FROM THE WORK AREA AND SHALL

NOT BE PERMITTED TO RETURN THROUGHOUT THE REMAINDER OF THE

PROJECT.

9. ALL TEMPORARY CONSTRUCTION LIGHTING SHALL BE COORDINATED WITH

BASE SECURITY FOR APPROVAL OF LOCATIONS, HEIGHT, AND DIRECTION.

SECURITY REQUIREMENTS NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND

PROCEDURES OF “IAW AFFAR 5353.242-9000, CONTRACTOR ACCESS TO AIR

FORCE INSTALLATIONS”, IN ACCORDANCE WITH THE SITE ACCESS AS

INDICATED ON GC005 BASE BID CONSTRUCTION ACCESS.

2. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO

IDENTIFICATION AT ALL TIMES WHILE WORKING INSIDE THE CHARLOTTE -

DOUGLAS INTERNATIONAL AIRPORT SECURE PERIMETER. SEE LIMITS ON

GC005.

3. CONTRACTOR EMPLOYEES SHALL COMPLY WITH ANY INTEGRATED DEFENSE

MEASURES THAT MAY BE NECESSARY DURING CONTINGENCY OPERATIONS.

THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE INSPECTIONS,

IDENTIFICATION CHECKS, ETC.

4. CONTRACTOR AND EMPLOYEE IDENTIFICATION CREDENTIALS: DUE TO THE

NATURE OF THE MILITARY MISSION OPERATED BY THE NORTH CAROLINA AIR

NATIONAL GUARD, STRINGENT SECURITY PROCEDURES ARE ESTABLISHED

TO ENSURE MISSION SUCCESS. PART OF THE MISSION ASSURANCE PIECE IS

TO CONDUCT IDENTITY PROOFING AND VETTING OF ALL CONTRACTORS WHO

ENTER THE INSTALLATION. THE VETTING PROCESS INCLUDES AN EXTENSIVE

CRIMINAL HISTORY CHECK TO DETERMINE THE INDIVIDUAL'S FITNESS FOR

AUTHORIZATION TO ENTER THE INSTALLATION. THE PRIMARY CONTRACTOR

WILL ENSURE ALL EMPLOYEES WORKING INSIDE THE NORTH CAROLINA AIR

NATIONAL GUARD SECURITY PERIMETER POSSESS PROPER CREDENTIALS

ALLOWING THEM TO WORK IN THE UNITED STATES. EXECUTIVE ORDER 12989

REQUIRES CONTRACTORS TO USE THE DEPARTMENT OF HOMELAND

SECURITY'S E-VERIFY SYSTEM FOR ALL EMPLOYEES WORKING ON FEDERAL

CONTRACTS. SEE PROJECT SPECIFICATIONS AND NORTH CAROLINA AIR

NATIONAL GUARD SECURITY FOR FULL LISTING OF ALL REQUIREMENTS.

5. EMPLOYEES WILL BE IDENTITY-PROOFED AND VETTED EACH

TIME A PASS AND/OR CREDENTIAL IS ISSUED. SECURITY

FORCES PERSONNEL MAY ALSO CONDUCT RANDOM SCREENING

AT ANY TIME. IF DISQUALIFYING INFORMATION IS FOUND,

EMPLOYEES MAY BE DENIED ACCESS TO THE INSTALLATION AND

THE CONTRACTING OFFICER OR CONTRACT ADMINISTRATOR

WILL BE NOTIFIED OF THE DENIAL. DUE TO MANDATES OF USC

552A (B) (3) AS RELATED TO PRIVACY ACT 1974 AS AMENDED,

THE INFORMATION CAN ONLY BE DISCUSSED WITH THE

EMPLOYEE AND WILL NOT BE EXPRESSED OUTSIDE OF LAW

ENFORCEMENT.

6. BASE ACCESS CREDENTIALS: THE CONTRACTOR SHALL SUBMIT

ALL APPROPRIATE FORMS AT LEAST 7 DAYS PRIOR TO, IF THE

EMPLOYEE WILL BE REQUIRED TO DRIVE ON THE INSTALLATION,

HE/SHE MUST PRESENT A VALID DRIVER'S LICENSE, STATE

VEHICLE REGISTRATION AND PROOF OF INSURANCE. FURTHER,

THE VEHICLES AND EQUIPMENT MAY BE ESCORTED DURING

EXERCISE OPERATIONS AND MAY BE RENDERED IMMOBILE

WHEN NOT IN OPERATION BY THE REMOVAL OF IGNITION KEYS

OR BY OTHER READILY REVERSIBLE MEANS. CONTRACTOR

VEHICLES ARE SUBJECT TO SEARCH PRIOR TO ENTERING,

WHILE TRANSITING AND/OR WHILE EXITING THE INSTALLATION.

7. IF THE CONTRACT REQUIRES WORK TO BE DONE IN

CONTROLLED OR RESTRICTED AREAS ON THE INSTALLATION,

ACCESS TO THOSE AREAS WILL REQUIRE COORDINATION WITH

AND APPROVAL BY ORGANIZATIONS CONTROLLING THOSE

AREAS. MORE DETAILED INFORMATION MAY BE REQUESTED

FROM THE CONTRACTING OFFICER UPON AWARD OF THE

CONTRACT.

CONTRACTOR SAFETY PLAN SUBMITTALS:

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN

AND PROPOSED PROJECT SCHEDULE TO THE CONTRACTING

OFFICER FOR APPROVAL. THE SAFETY PLAN SHALL IDENTIFY

THE FOLLOWING ITEMS:

A. PROPOSED ACCESS POINTS, HAUL ROUTES, AND STAGING

AREA.

B. TEMPORARY MARKING AND SIGNAGE TO BE USED.

C. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC

CONTROL DEVICES.

D. METHODS BY WHICH THE CONTRACTOR SHALL

COMMUNICATE WITH CHARLOTTE - DOUGLAS

INTERNATIONAL AIRPORT AND THE CONTRACTING

OFFICER.

E. CONSTRUCTION SUPERINTENDENT

F. SITE SAFETY MANAGER

CONTRACTOR PERMITTING REQUIREMENTS:

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORM

WATER PERMIT FOR LAND DISTURBANCE OF MORE THAN 1 ACRE

PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

COORDINATING WITH THE CONTRACTING OFFICER TO

COMPLETE AND SUBMIT THE STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) TO THE STATE OF NORTH CAROLINA

FOR APPROVAL.

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO

COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATORY

REQUIREMENTS. THE PERMITTING PROCESS MAY INCLUDE THE

SUBMISSION OF THE FOLLOWING TYPES OF PERMITS:

A. EROSION AND SEDIMENT CONTROL.

B. STORMWATER MANAGEMENT.

C. MONITORING WELLS.

D. SOLID AND HAZARDOUS WASTE.

E. DIGGING.

F. TRAFFIC.

G. WELDING PERMIT FOR ANY WELDING OR CUTTING

OPERATIONS CAN BE OBTAINED AT THE CHARLOTTE -

DOUGLAS INTERNATIONAL AIRPORT FIRE STATION.

H. FAA FORM 7460

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ACCESS AND SAFETY NOTES

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Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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SCALE: 1"=100' 150' 300'0

LEGEND

CONTRACTOR STAGING/

LAYDOWN AREA

PROJECT LIMITS

SECURITY PERIMETER

HAUL ROUTE

FUTURE HANGAR

BY OTHERS

GENERAL ACCESS NOTES:

1. SEE DRAWING GC004 FOR ACCESS AND SAFETY

NOTES.

2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

SECURITY WITHIN THEIR RESPECTIVE

CONSTRUCTION AREA AT ALL TIMES.

CONTRACTOR SHALL DAISY CHAIN THEIR OWN

LOCK WITH BASE SECURITY FORCES PAD LOCK

PRIOR TO CONSTRUCTION.

3. ALL WORK IS ANTICIPATED TO BE INSIDE BASE

SECURITY FENCE AND REQUIRES BADGED

PERSONNEL AND ALL EQUIPMENT TO BE

PROCESSED THROUGH BASE SECURITY GATES.

4. TEMPORARY CONSTRUCTION ACCESS GATE FOR

SPECIAL DELIVERIES WILL BE REMOVED PRIOR TO

COMPLETION OF CONSTRUCTION.

5. EACH CONTRACTOR TO RESTORE THEIR

RESPECTIVE DISTURBED AREAS TO

PRE-CONSTRUCTION CONDITIONS UPON

COMPLETION OF SITE WORK. ALL AREAS OF SITE

DEMOLITION TO BE SEEDED UNLESS INDICATED

FOR SOME OTHER TYPE OF SURFACING. EACH

CONTRACTOR SHALL CONSTRUCT TEMPORARY

FENCES AROUND THEIR SITES AS NEEDED TO

MAINTAIN THE SAFETY AND SECURITY OF THEIR

EQUIPMENT, WORK, AND MATERIALS.

6. CLEAR ACCESS FOR ALL EQUIPMENT, DELIVERIES,

AND PERSONNEL FOR ADJACENT PROJECT WORK

AREAS SHALL BE MAINTAINED THROUGHOUT

CONSTRUCTION ON HAUL ROUTES.

7. CONTRACTOR POV PARKING SHALL BE WITHIN THE

LIMITS OF THE STAGING AND LAYDOWN AREA.

CONTRACTOR PARKING SHALL NOT BE PERMITTED

IN ANY OTHER AREA ON SITE.

8. CONTRACTOR SHALL ONLY ACCESS THE APRON

AT THE AIRFIELD ACCESS ENTRY CONTROL

POINTS INDICATED. ONCE INSIDE THE RED LINE,

NO PERSONNEL SHALL CROSS THE RED LINE AT

ANY TIME. APRON ENTRY AND EXIT SHALL BE AT

THE AIRFIELD ACCESS ENTRY CONTROL POINTS

INDICATED.

SECURITY GATE

HAUL ROUTE

HAUL ROUTE

AIRFIELD ACCESS ENTRY

CONTROL POINTS

CONSTRUCTION

ACCESS POINT

SECURITY

CHECKPOINT

SECURITY

CHECKPOINT

CONTRACTOR

ACCESS GATE

265.00'±

190.00'±

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A.DORMAN R.BARUTH

ACCESS AND SAFETY PLAN

GC005 0

FJRP159073-GC005.dwg

STABILIZED

CONSTRUCTION

ENTRANCE GC501

B1 e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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GENERAL CIVIL NOTES:

1. CONTRACTOR SHALL OBTAIN ALL REQUIRED DIGGING AND EARTHWORK PERMITS

FROM THE CITY, STATE, AIRPORT, AND NORTH CAROLINA AIR NATIONAL GUARD.

THIS MAY TAKE APPROXIMATELY 3 WEEKS OR MORE TO COMPLETE. UPON

COMPLETION, CONTRACTOR SHALL CALL NORTH CAROLINA 811 FOR UTILITY

LOCATE SERVICES AT 1-800-632-4949.

2. CONTRACTOR IS REQUIRED TO FILE FAA FORM 7460 IN REFERENCE TO THE

CONTRACTOR'S SITE CONSTRUCTION EQUIPMENT. MAXIMUM EQUIPMENT HEIGHT

IS 150-FEET. CONTRACTOR SHALL COORDINATE WITH BASE CE OFFICE AND

AIRPORT FOR ANY TEMPORARY AIRPORT WAIVERS. COORDINATE WITH GC004

HEIGHT NOTE 2

3. CONTRACTOR SHALL COMPLETE THE STORMWATER POLLUTION PREVENTION

PLAN (SWPPP). REFER TO THE SPECIFICATIONS FOR DETAILS ON STORMWATER

POLLUTION PREVENTION MEASURES FOR THIS PROJECT. CONTRACTOR IS

RESPONSIBLE FOR FOLLOWING ALL NC DEQ REQUIREMENTS FOR EROSION

CONTROL.

4. THE STABILIZED CONSTRUCTION ACCESS ROAD ENTRANCE POINT, AS SHOWN ON

GC005, SHALL BE INSTALLED BY THE CONTRACTOR AND COORDINATED AND

APPROVED BY THE CONTRACTING OFFICER.

5. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND CONTACT THE CONTRACTING

OFFICER IF A UTILITY LINE IS DISTURBED.

6. CONTRACTORS SHALL KEEP ALL ROADS AND STREETS CLEAN OF CONSTRUCTION

DEBRIS, MUD, ETC. AT ALL TIMES. CONTRACTOR SHALL PROVIDE EQUIPMENT AND

PERSONNEL TO CLEAN ANY STREETS AS REQUESTED BY THE CONTRACTING

OFFICER. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO STREETS, PARKING

AREAS, AND AIRPORT OR GOVERNMENT PROPERTY, DUE TO DAMAGE BY THEIR

CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PROVIDE PHOTOGRAPHS

AND/OR VIDEO RECORDING OF THE EXISTING STATE FOR THE PROJECT LIMITS.

ACCESS POINTS, HAUL ROUTES, LAYDOWN AREA AND ANY OTHER AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL

CONDITION OR BETTER TO THE SATISFACTION OF THE CONTRACTING OFFICER.

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR A

PRECONSTRUCTION VIDEO DETAILING THE EXISTING CONDITION OF ACCESS

POINTS, HAUL ROUTES, AND LAYDOWN AREAS TO BE PERFORMED.

7. ALL WORK WILL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF

STATE, LOCAL, AND GOVERNMENT REGULATORY AGENCIES AND THE

CONTRACTING OFFICER.

8. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS, STATE, LOCAL, AND GOVERNMENT CODES, ORDINANCES, AND

REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN

REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST

STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST

STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE CONTRACTING OFFICER

IN WRITING. THE DECISION OF THE CONTRACTING OFFICER WILL BE CONSIDERED

FINAL.

9. INSTALL A TEMPORARY CHAIN-LINK FENCE AROUND THE CONSTRUCTION FREE

ZONE STAGING AREA AND LAYDOWN AREAS AS NEEDED FOR SECURITY OF

EQUIPMENT AND MATERIALS AS DIRECTED BY CONTRACTING OFFICER. LIMITS OF

FENCE SHALL BE A COMBINATION OF NEW AND EXISTING FENCES.

10. COORDINATE THE DISCONNECTION OF UTILITIES THROUGH THE CONTRACTING

OFFICER. DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN BASE APPROVAL IS

RECEIVED. ALL EXISTING UTILITIES ARE TO BE TERMINATED AT THEIR POINT OF

CONNECTION TO THE MAINS. WHERE CONNECTIONS OF NEW UTILITIES TO

EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR SHALL

EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THE

LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.

11. THE CONTRACTOR SHALL EXPOSE, VERIFY AND BACKFILL ALL EXISTING

UNDERGROUND UTILITIES AND STRUCTURES AT UTILITY CROSSINGS PRIOR TO

EXCAVATION OF PIPELINE TRENCH. UTILITY CROSSINGS AT A DEPTH GREATER

THAN 12-INCHES BELOW TRENCH BOTTOM DO NOT NEED TO BE EXPOSED. UTILITY

ALIGNMENT AND GRADE MAY BE CHANGED IF THERE ARE CONFLICTS WITH ANY

EXISTING UNDERGROUND UTILITIES AND STRUCTURES, WHETHER SHOWN ON THE

PLANS OR NOT. COORDINATE WITH THE CONTRACTING OFFICER AND DESIGN

ENGINEER.

12. FACILITIES IN THE UTILITY CORRIDOR SHALL BE RESTORED UPON COMPLETION OF

CONSTRUCTION. SCREEN WALLS, FENCES, RETENTION WALLS, VEGETATION, AND

OTHER LANDSCAPING SHALL BE REPLACED IN LIKE KIND TO THE ORIGINAL

FEATURES AND TO THE APPROVAL OF THE CONTRACTING OFFICER. COORDINATE

WITH CONTRACTING OFFICER AND DESIGN ENGINEER.

13. CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING ALL AREAS

WITHIN THE PROJECT LIMITS EXCEPT WORK AREAS FOR OTHER CONTRACTS AS

COORDINATED WITH CONTRACTING OFFICE. FROM NOTICE-TO-PROCEED DATE

THROUGH THE DURATION OF THE PROJECT.

14. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY

MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND STORM

WATER RUNOFF, IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL

REGULATIONS.

RECORD DRAWING NOTES:

1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES

THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS

IN CADD AND GIS FORMAT, SHALL BE SUBMITTED TO THE CONTRACTING OFFICER.

AS-BUILTS FOR ALL UTILITY SYSTEMS AND BUILDING STRUCTURES SHALL BE FIELD

SURVEYED AND STAMPED BY A LICENSED SURVEYOR IN THE STATE OF NORTH

CAROLINA.

2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE

FOR KEEPING TRACK OF ANY CONTRACTING OFFICER APPROVED FIELD

CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON APPROVED

CONSTRUCTION DRAWINGS. THESE REVISIONS SHALL BE USED TO PREPARE

RECORD DRAWINGS OF COMPLETED CONSTRUCTION.

3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS,

AND ANY OTHER CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED

ON THE ORIGINAL, APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS

INCLUDES BURIED OR CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT

WERE REVEALED DURING CONSTRUCTION.

AIRPORT OPERATIONS COORDINATION NOTES:

1. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS INDICATED IN FEDERAL

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

OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION (CURRENT

EDITION).

2. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS AREA WITHOUT

CLEARANCE FROM CHARLOTTE - DOUGLAS INTERNATIONAL AIRPORT

OPERATIONS, THE NORTH CAROLINA AIR NATIONAL GUARD, AND THE

CONTRACTING OFFICER, AND SHALL CONDUCT WORK IN SUCH A MANNER TO

ENSURE A MINIMUM HINDRANCE TO AVIATION OPERATIONS. CONTRACTOR SHALL

PROVIDE A MINIMUM NOTICE OF 21 DAYS TO CHARLOTTE - DOUGLAS

INTERNATIONAL AIRPORT OPERATIONS AND THE NORTH CAROLINA AIR NATIONAL

GUARD FOR ACCESS TO AN AIRCRAFT OPERATIONS AREA. PEDESTRIAN TRAFFIC

AND PRIVATELY OWNED VEHICLES SHALL NOT BE ALLOWED IN THE AIRCRAFT

OPERATIONS AREA. CONSTRUCTION ACTIVITY AFFECTING AIRCRAFT MOVEMENT

AREAS AND AIRPORT SAFETY REQUIREMENTS SHALL BE COORDINATED WITH

CHARLOTTE - DOUGLAS INTERNATIONAL AIRPORT OPERATIONS, THE NORTH

CAROLINA AIR NATIONAL GUARD, AND THE CONTRACTING OFFICER. NO AIRCRAFT

OPERATIONS AREA SHALL BE CLOSED WITHOUT APPROVAL FROM CHARLOTTE -

DOUGLAS INTERNATIONAL AIRPORT AND THE NORTH CAROLINA AIR NATIONAL

GUARD.

3. VEHICLES AND EQUIPMENT SHALL 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. IF A VEHICLE OR PIECE OF EQUIPMENT IS

NOT FURNISHED WITH SUCH A BEACON, IT MUST BE ESCORTED AT ALL TIMES INTO

THE AIRCRAFT OPERATIONS AREA BY A PROPERLY LIT VEHICLE.

4. NOTICES TO AIRMEN (NOTAMS) SHALL BE ISSUED IN ACCORDANCE WITH AC

150/5370-2F OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION, AND

AC 150/5200-28D NOTICES TO AIRMEN FOR AIRPORT OPERATORS. ALL NOTAMS

SHALL BE COORDINATED WITH CHARLOTTE - DOUGLAS INTERNATIONAL AIRPORT

OPERATIONS AND THE CONTRACTING OFFICER. THE NOTAM INFORMATION SHALL

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.

5. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 21 DAYS TO BASE-AIRFIELD

OPERATIONS REGARDING THE NEED FOR NOTICES TO AIRMEN (NOTAMS).

CONTRACTOR SHALL NOT COMMENCE WORK ACTIVITIES ON AIRFIELD AREAS

UNTIL APPROPRIATE NOTAMS HAVE BEEN ISSUED TO IDENTIFY WORK ACTIVITIES.

6. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL NAVIGATIONAL AID (NAVAID)

EQUIPMENT AND ALL ASSOCIATED STRUCTURES AND UTILITIES. CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IF CONSTRUCTION

ACTIVITY DISRUPTS NAVAID EQUIPMENT. THE CONTRACTOR SHALL REPAIR

AND/OR REPLACE ANY DAMAGED NAVAID EQUIPMENT WITH QUALIFIED

TRADESMEN TO THE SATISFACTION OF THE CONTRACTING OFFICER AND AT NO

ADDITIONAL COST TO THE GOVERNMENT OR AIRPORT. ANY DAMAGE TO EXISTING

AIRFIELD LIGHTING, AIRCRAFT NAVIGATIONAL AIDS (NAVAIDS), OR AIRFIELD

PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION SHALL BE COMMUNICATED TO

THE CONTRACTING OFFICER AND SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING OFFICER AT NO

ADDITIONAL COST TO THE GOVERNMENT OR AIRPORT.

7. APRON CLEARANCE AREAS SHALL BE MARKED IN THE FIELD BY THE

CONTRACTOR, WITH APPROVAL FROM THE CONTRACTING OFFICER, TO SERVE AS

AN AID TO KEEP EQUIPMENT AND PERSONNEL FROM INADVERTENTLY ENTERING

THESE AREAS. CONTRACTOR SHALL REFER TO UFC 3-260-01 AND AFI 32-1042.

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

AIRCRAFT SHALL NOT BE LEFT WITHIN ACTIVE AIRCRAFT OPERATION AREAS.

CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS CARRIED ONTO

THE AIRFIELD FROM CONTRACTOR'S EQUIPMENT OR OPERATIONS TO PREVENT

FOREIGN OBJECT DAMAGE (FOD). MATERIAL DROPPED WITHIN THESE AREAS

SHALL BE CONTINUOUSLY REMOVED BY APPROVED METHODS DURING WORKING

HOURS. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO

PREVENT MOVEMENT RESULTING FROM AIRCRAFT PROPWASH OR JET BLAST.

CONTRACTOR SHALL HAVE A FULLY OPERATIONAL VACUUM TRUCK ON SITE AT

ALL TIMES TO CLEAN ADJACENT AIRFIELD PAVEMENTS ON A DAILY BASIS AND AS

REQUIRED BY THE CONTRACTING OFFICER AND AIRFIELD OPERATIONS.

COORDINATION AND COMMUNICATION:

1. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO

THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE

CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE JOB IS IN

PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR

BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON THE

CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED.

CONTRACTOR SHALL PROVIDE NAMES AND CONTACT INFORMATION OF

REPRESENTATIVES TO THE CONTRACTING OFFICER PRIOR TO THE START OF

CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT

COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE CONTRACTING

OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL

BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.

EXISTING CONDITION NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED

HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS.

UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT

DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE

THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY

DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE

COR BEFORE ANY FURTHER WORK COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING

STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY

PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL

VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE

WORK. CONTRACTOR SHALL CONTACT THE BASE, AIRPORT, AND ALL ASSOCIATED

UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF

UTILITIES.THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE

LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES

INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING

CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE

DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL

REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF

THE COR.

5. SITE AND UTILITY WORK WILL BE OCCURRING IN AN AREA POTENTIALLY

CONTAMINATED. CONTRACTOR SHALL NOTIFY COR IF ANY CONTAMINATED SOILS

ARE ENCOUNTERED. ANY CONTAMINATED SOILS SHALL BE DISPOSED OFF SITE IN

A LOCATION PER LOCAL, STATE AND FEDERAL LAWS. ANY CONTAMINATED

SUBSURFACE WATER ENCOUNTERED IN THIS CONSTRUCTION AREA SHALL BE

COLLECTED AND DISPOSED OFF SITE PER LOCAL, STATE, AND FEDERAL LAWS.

6. SPECIAL HANDLING AND CONSIDERATION WILL BE REQUIRED FOR EXCAVATED

SOILS THOUGHT TO CONTAIN CONTAMINATED SUBSTANCES. CONTRACTOR SHALL

PERIODICALLY MONITOR EXCAVATED SOILS. SOILS SHALL BE TREATED ON SITE

OR DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND

LOCAL REQUIREMENTS AND THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE REMOVAL OF CONTAMINATED MATERIALS WITH THE CONTRACTING

OFFICER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANUP OF ANY SEWAGE

SPILLS CAUSED DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER AND THE STATE DEPARTMENT OF HEALTH.

ALL CLEANUP EFFORTS SHALL BE IN STRICT COMPLIANCE WITH LOCAL, STATE,

AND FEDERAL REGULATIONS.

SURVEY AND SUBSURFACE INVESTIGATION NOTES:

1. THE SURVEY WAS PERFORMED BY MA ENGINEERING CONSULTANTS, INC. IN

MARCH OF 2017.

2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY PROJECT

IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE

DEMOLITION, OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE DEMOLITION

AND CONSTRUCTION WORK BEGINS. CONTRACTOR SHALL SUPPLY CERTIFIED,

CONTROL POINT DATA TO THE COR AFTER COMPLETION OF CONSTRUCTION.

3. HORIZONTAL DATUM: NAD83(2011)

VERTICAL DATUM: NAVD88

4. THE SUBSURFACE GEOTECHNICAL INVESTIGATION WAS PERFORMED BY SUMMIT

ENGINEERING, LABORATORY & TESTING, P.C. IN MARCH, 2017. THE RESULTS OF

THE INVESTIGATION ARE CONTAINED IN THE PROJECT GEOTECHNICAL REPORT.

POINT NORTHING EASTING ELEVATION DESCRIPTION

538928.16

538840.90

539688.34

1423733.23

1422684.63

1423940.04

728.27

736.26

705.11

PK NAIL

PK NAIL

PK NAIL

AD

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GENERAL CIVIL NOTES

GC006 0

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M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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A1 AIRCRAFT SPACING

SCALE: 1"=100' 60' 120'0

NEW 12" WIDE RED LINE

600.00 TO T/W CENTERLINE FOR FAA GROUP IV, V, VI

500' RUNWAY PRIMARY SURFACE

243.99'

75.48'

50.00'

25.00'

(TYP)

30.00' 30.00'

50.00'

50.00'

R U

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AY 18L-36R

385.58'

TAIL RESTRICTION LINE.

C-17 TAIL HEIGHT = 55'-1"

AIRCRAFT SPACING NOTES:

1. DIMENSIONS SHOWN

SHALL BE CONSIDERED

APPROXIMATE.

26.45'

96.85'

26.45'

96.85'

41.46'

96.85'

26.45'

92.93'

41.03'

93.26'

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AIRCRAFT SPACING

GC007 0

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M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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NOTES:

1. LOW-PROFILE BARRICADES SHALL MEET FAA AC 150/5370-2F (OR CURRENT EDITION).

2. FLASHERS SHALL BE BATTERY OR SOLAR OPERATED. LENS SHALL BE RED AND BE

ABLE TO ROTATE 90° OR CIRCULAR AND VISIBLE TO 360°.

3. SUPPORT BRACES SHALL BE SECURELY ATTACHED TO BOARD.

4. SAND BAGS SHALL BE PLACED ON BOTH SIDES OF EACH SUPPORT BRACE. ALL SAND

BAGS USED TO SECURE BARRICADES SHALL BE ORANGE

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

6. CONTRACTOR SHALL 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. BOARDS TO BE CLEAN SOLID WOOD WITH NO

DECAYING OR OLD LUMBER THAT CAN CAUSE FOD CONCERNS.

7. CONTRACTOR SHALL MAINTAIN ALL LOW-PROFILE BARRICADES FOR THE DURATION OF

THE PROJECT.

8. ANY MODIFICATIONS TO LOW-PROFILE BARRICADE BOARD, SUPPORTS, SANDBAGS,

FLASHING LIGHTS, ETC SHALL BE APPROVED BY CONTRACTING OFFICER

REPRESENTATIVE PRIOR TO INSTALLATION.

2" x 8" (NOMINAL) OR 6"x6" BOARD

RED FLASHING LIGHT/LENS

8"

8'-0"

BARRICADES SHALL BE BRACED TO PREVENT TIP OVER OR

DISPLACEMENT AS MAY BE INDUCED BY WIND OR JET BLAST

SUPPORT BRACE 2" x 4", 24" IN LENGTH

SECURELY FASTENED HELD IN PLACE

BY ORANGE SANDBAGS (OR SIMILAR)

ALTERNATING 6" BANDS

OF AVIATION WHITE &

ORANGE REFLECTIVE

(ALL SIDES OF BOARD)

DIVERSION RIDGE

3" BASE ROCK ON 18" RAIL

YARD BALLAST ROCK

EX

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FLO

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SPILLWAY

SEDIMENT BARRIER

(SEE NOTE 4)

SECTION C-C

EXISTING PAVED ROADWAY

FILTER FABRIC FOR STABILIZATION

2% OR GREATER

DIVERSION RIDGE REQUIRED

WHERE GRADE EXCEEDS 2%

NOTES:

1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF

ANY MEASURES USED TO TRAP SEDIMENT.

2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.

3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. CONTRACTOR TO PROVIDE

EQUIPMENT FOR WASHING.

4. USE SANDBAGS OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED.

.0

0'R (T

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STABILIZED CONSTRUCTION ENTRANCEB1 LOW-PROFILE BARRICADESB3

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ACCESS AND SAFETY DETAILS

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M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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SCALE: 1" = 60'

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60' 120'0

LEGEND:

WATER LINE

FIRE LINE

WATER METER

FIRE HYDRANT

SANITARY SEWER LINE

SANITARY MANHOLE

STORM DRAIN LINE

STORM INLET

COMMUNICATIONS LINE

ELECTRICAL LINE

MOORING POINT

MONITORING WELL

PAVEMENT MARKING

S

D

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MW

PK NAIL

N: 538840.90 E: 1422684.63

EL: 736.26

PK NAIL

N: 538928.16 E: 1423733.23

EL: 728.27

PK NAIL

N: 539688.34 E: 1423940.04

EL: 705.11

12/02/16 D.MUETING

A.DORMAN R.BARUTH

EXISTING CONDITIONS PLAN

V-100 0

FJRP159073-V-100.dwg e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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EXISTING PAVEMENT PLAN

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B3

DEEP BORING50'

B1

SHALLOW BORING10'

B8DEEP BORING10'

B7

DEEP BORING30'

B2

SHALLOW BORING10'

B6

SHALLOW BORING10'

B5

DEEP BORING30'

B4

CONCRETE CORE

C2

CONCRETE CORE

C1

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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12/02/16 D.MUETING

A.DORMAN R.BARUTH

BORING LAYOUT PLAN

B-100 0

FJRP159073-B-100.dwg

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B4

30' DEEP BORINGC1

CONCRETE CORE

B6

10' SHALLOW BORING

C2

CONCRETE CORE

B7

10' DEEP BORING B8

10' SHALLOW BORING

DEEP BORING50'

B1

DEEP BORING30'

B2

DEEP BORING

B3 20'

GEOTECHNICAL EXPLORATION NOTES

1. THE BORING LOGS AND RELATED INFORMATION, INCLUDING WATER LEVELS,

DEPICT CONDITIONS ONLY AT THE SPECIFIC LOCATIONS AND AT THE

PARTICULAR TIME DESIGNATED ON THE LOGS.

2. SOIL CONDITIONS AT OTHER LOCATIONS MAY DIFFER FROM CONDITIONS

OCCURING AT THESE SPECIFIC BORING LOCATIONS. ANY ATTEMPT TO

INTERPOLATE THE STRATIGRAPHIC CONDITIONS BETWEEN BORINGS IS AT THE

CONTRACTOR'S RISK.

3. FLUCTUATIONS OR CHANGES IN WATER LEVELS AND GROUNDWATER

CONDITIONS CAN BE INFLUENCED BY SOURCES OUTSIDE THE AREAS OF THE

SITE INVESTIGATED, BY SEASONAL RAINFALL, AND BY CHANGES IN DRAINAGE

CONDITIONS IN AND AROUND THE SITE. FLUCTUATIONS CAN OCCUR AND

SHOULD BE ANTICIPATED BETWEEN THE TIME OF INVESTIGATION AND THE TIME

OF CONSTRUCTION.

4. ADDITIONAL INFORMATION IS CONTAINED IN THE ENGINEER'S…