4a-Runway -100% Drawings_Part3.pdf

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GC148

I.S.H. 94

RUNWAY 01-19

TAXIWAY B

TAXIWAY G

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N. RIVER RD.

S. PERIMETER RD.

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TAXIWAY ATA

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CONSTRUCTION HAUL ROUTES

LOW PROFILE BARRICADES

CLOSURE CROSS

PHASE 3C ACTIVE RUNWAY

PHASE 3C ADDITIONAL ACTIVE RUNWAY FOR

TAKEOFF AND LANDING ROLL-OUT

PHASE 3C WORK AREA

DISPLACED THRESHOLD AIRSPACE SURFACES

STAGING, BATCH PLANT, AND/OR STOCKPILE AREA

PHASE 3C LOW PROFILE

BARRICADES, TYP. SEE

NOTES 2 AND 3

NORTH HAUL ROUTE

NORTH HAUL ROUTE

N. PERIMETER RD.

S. PER

IM

ETER

R

D

PHASE 3C CLEAR ZONE;

3,000' X 3,000' PER UFC 3-260-01 PHASE 3C APPROACH/DEPARTURE

SURFACE; 50:1 SLOPE PER UFC 3-260-01

7056.53'

TA

XI

W

AY

L 1000.00' OVERRUN

SAFETY AREA

(TAXIING AREA)

951.11' TAKEOFF

AND OPPOSITE

LANDING ROLL-OUT

AREA

1000.32' TAKEOFF

AND OPPOSITE

LANDING ROLL-OUT

AREA

LEGEND NOTES:

1. STAGING AREA BATCH PLANT(S), STOCKPILES, AND/OR EQUIPMENT SHALL NOT PENETRATE APPROACH ELEVATIONS OR TRANSITIONAL SURFACE ELEVATIONS

SHOWN ON THIS SHEET WHILE THE TEMPORARY DISPLACED THRESHOLD IS IN EFFECT.

2. WHEN PHASE 3C WORK PROGRESS ALLOWS FOR WORKING ADJACENT TO TAXIWAY K AND TAXIWAY A, TAXIWAYS WILL BE REQUIRED TO BE CLOSED AND THE

EDGE LIGHT CIRCUIT TURNED OFF. COORDINATE A MINIMUM OF 30 DAYS WITH THE AIRFIELD OPERATIONS MANAGER AND CO PRIOR TO WORKING WITHIN AN

AREA OF 200-FEET FROM TAXIWAY K OR TAXIWAY A CENTERLINES.

3. PLACE TAXIWAY AND RUNWAY EDGE LIGHT CABLE JUMPER AT BARRICADE LINES. JUMPER TO BE FAA APPROVED 5000V CABLE RUN FROM EDGE LIGHT TO EDGE

LIGHT W/ L-823 SPLICES. PROTECT CABLE AND SECURE W/ SAND BAGS.

PHASE GENERAL DESCRIPTIONS:

PHASE 3B (CONSTRUCTION OF TAXIWAY ALPHA EXTENSION)

· CONSTRUCT TAXIWAY ALPHA EXTENSION FROM EXISTING TAXIWAY ALPHA TO SECURITY FENCE SOUTH OF PERIMETER ROAD.

· THIS PHASE CAN BE WITH PHASE 1B, 2A, 2B, AND 3B.

· THIS PHASE TO BE 100% COMPLETE PRIOR TO THE START OF PHASE 4A.

PHASE 3C (CONSTRUCTION OF PERMANENT 19 THRESHOLD AND OVERRUN EXTENSION, HAMMERHEAD, BLAST PAD, BLAST FENCE, AND ASSOCIATED ELECTRICAL

WORK; RUNWAY OPEN WITH DISPLACED 19 END)

· FILL IN IRWIN DRAIN AND TUCKER JONES DRAIN

· PLACE SURCHARGE FILL OVER FUTURE RUNWAY PAVED AREA SOUTH OF EXISTING ROSSO HWY. AS CALLED OUT IN THE PLAN SET. THIS TO BE COMPLETED 5 MONTHS

PRIOR TO THE WINTER SHUT-DOWN. SURCHARGE MATERIAL TO BE IN PLACE FOR A MIN. 6 MONTHS PRIOR TO ITS REMOVAL FOR CORRESPONDING PLACEMENT OF THE

PAVEMENT SECTIONS.

· REMOVE EXISTING NORTH PERIMETER ROAD, PERIMETER FENCING, AND CULVERTS

· RELOCATE REQUIRED UTILITIES AND REMOVE ABANDONED LEFT FROM THE NON-AIRFIELD PROJECT

· CONSTRUCT GRADING, DRAINAGE, AND UNDERDRAINAGE IMPROVEMENTS.

· CONSTRUCT PCC PAVEMENT SECTION FOR RUNWAY THRESHOLD AND OVERRUN EXTENSION.

· CONSTRUCT PCC PAVEMENT SECTION FOR HAMMERHEAD AT THE EXTENDED OVERRUN END.

· CONSTRUCT HMA BLAST PAD AND SHOULDERS.

· MISCELLANEOUS AIRFIELD ELECTRICAL AND NAVAID REMOVALS, REPLACEMENTS, AND RELOCATIONS.

· MISCELLANEOUS UTILITY REMOVALS, REPLACEMENTS, AND RELOCATIONS (STORM, WATER, COMM, ETC.).

· CONSTRUCT JET BLAST FENCE.

· THIS PHASE TO BE APPROVED BY THE C.O. PRIOR TO THE START OF PHASE 4A AND 4B

XXXXXXX

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PHASE 3C

CONSTRUCTION

WORK AREA

SEE NOTE 2 FOR WORKING

ADJACENT TO TAXIWAY K

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XXX

SEE NOTES 2 AND 3

SEE NOTE 9 ON

SHEET GC141

PHASES 3B AND 3C

DISPLACED RUNWAY

THRESHOLD

STA. 170+48.62

EL. = 580.47'

EXISTING RUNWAY 01 THRESHOLD

STA. 99+92.00, EL. = 581.31'

RELOCATED N. PERIMETER RD., AIRFIELD FENCE,

AND PERIMETER FENCE (PHASES 2A AND 2B);

ROSSO HWY, IRWIN DRAIN, AND RIGHT-OF-WAY

FENCE (BY OTHERS)

TRUE N

PLAN

NORTH

00 600 1200

AIRFIELD LIGHTING AND NAVAID DEACTIVATIONS:

· RUNWAY 01/19 LOCALIZERs

· RUNWAY 01/19 GLIDESLOPEs

· RUNWAY 19 ALSF-1

· TAXIWAY K EDGE LIGHTS (COVER AND

DISCONNECT EDGE LIGHTS THAT ARE ONLY

WITHIN THE PHASE 3C WORK AREAS)

XXX

SEE NOTES

2 AND 3 PHASE 3B CONSTRUCTION

WORK AREA

MAAS

STA. 135+20

PHASE 3B WORK AREA

ASPHALT MILLINGS

STOCKPILE HAUL

ROUTE

ASPHALT MILLINGS

STOCKPILE AREA

SOUTH CONTRACTOR

STAGING AREA

SOUTH CONTRACTOR'S

BASE ACCESS GATE

GATE GUARD REQUIRED

SOUTH AIRFIELD

ACCESS GATE

GATE GUARD REQUIRED

BASE MAIN GATE

JEFFERSON AVE.

NORTH HAUL ROUTE

SITE #6 FOR EXCESS SOIL

PLACEMENT DURING PHASES 1B,

3B, AND 3C OF RUNWAY PROJECT

AND FUTURE TAXIWAY PROJECTS.

SITE #7. RESERVED FOR FUTURE

TAXIWAY PROJECTS.

EXCESS SOIL PLACEMENT SITE #8. RESERVED

FOR ROSSO HIGHWAY RELOCATION PROJECT

OR FUTURE PROJECTS.

EXCESS SOIL PLACEMENT SITE #1. RESERVED

FOR ROSSO HIGHWAY RELOCATION PROJECT

OR FUTURE PROJECTS.

EXCESS SOIL PLACEMENT SITE #3. RESERVED

FOR ROSSO HIGHWAY RELOCATION PROJECT

OR FUTURE PROJECTS.

EXCESS SOIL PLACEMENT SITE #4

RESERVED FOR FUTURE PROJECTS.

EXCESS SOIL PLACEMENT SITE #5

FOR PHASES 2A AND 2B AND

POOR SOILS GENERATED DURING

ANY PHASE OF THIS PROJECT

AND ALL OTHER PROJECTS.

EXCESS SOIL PLACEMENT SITE #2

FOR PHASES 2A AND 2B.

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GC149

I.S.H. 94

RUNWAY 01-19

TAXIWAY G

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CONSTRUCTION HAUL ROUTES

LOW PROFILE BARRICADES

CLOSURE CROSS

STAGING, BATCH PLANT, AND/OR STOCKPILE AREA

PHASES 4B TEMPORARY

CLOSURE CROSS, PLACE AT

EACH RUNWAY END

NORTH HAUL ROUTE

N. PERIMETER RD.

S. PER

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D

TA

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L

LEGEND NOTES:

1. STAGING AREA BATCH PLANT(S), STOCKPILES, AND/OR EQUIPMENT SHALL NOT PENETRATE APPROACH ELEVATIONS OR TRANSITIONAL SURFACE

2. A 30 DAY CLOSURE PERIOD OF RUNWAY 01/19 IS REQUIRED TO COMPLETE PHASE 4B WORK.

PHASE GENERAL DESCRIPTIONS:

PHASE 4B (COMPLETE RUNWAY 01/19 AND CONVERT TEMPORARY RUNWAY 01L/19R BACK INTO TAXIWAY BRAVO);

· GROOVE NEW RUNWAY PCC

· REMOVE EXISTING MARKINGS AND RUBBER. APPLY MARKINGS TO RUNWAY 01/19, TAXIWAY A, AND TAXIWAY B.

· REMOVE BARRICADES PLACED UNDER PHASE 4A.

· REMOVE DISPLACED THRESHOLD ITEMS INSTALLED DURING PHASE 3A.

SEE NOTE 9 ON

SHEET GC141

TRUE N

PLAN

NORTH

00 600 1200

PHASE 4B WORK AREA

SOUTH CONTRACTOR

STAGING AREA

SOUTH CONTRACTOR'S

BASE ACCESS GATE

GATE GUARD REQUIRED

SOUTH AIRFIELD

ACCESS GATE

GATE GUARD REQUIRED

SOUTH HAUL ROUTE

NORTH HAUL ROUTE

ASPHALT MILLINGS

STOCKPILE HAUL

ROUTE

ASPHALT MILLINGS

STOCKPILE AREA

PHASES 4B TEMPORARY

CLOSURE CROSS, PLACE AT

EACH RUNWAY END

BASE MAIN GATE

JEFFERSON AVE.

NORTH HAUL ROUTE

SITE #6 FOR EXCESS SOIL

PLACEMENT DURING PHASES 1B,

3B, AND 3C OF RUNWAY PROJECT

AND FUTURE TAXIWAY PROJECTS.

SITE #7. RESERVED FOR FUTURE

TAXIWAY PROJECTS.

EXCESS SOIL PLACEMENT SITE #8. RESERVED

FOR ROSSO HIGHWAY RELOCATION PROJECT

OR FUTURE PROJECTS.

EXCESS SOIL PLACEMENT SITE #1. RESERVED

FOR ROSSO HIGHWAY RELOCATION PROJECT

OR FUTURE PROJECTS.

EXCESS SOIL PLACEMENT SITE #3. RESERVED

FOR ROSSO HIGHWAY RELOCATION PROJECT

OR FUTURE PROJECTS.

EXCESS SOIL PLACEMENT SITE #4

RESERVED FOR FUTURE PROJECTS.

EXCESS SOIL PLACEMENT SITE #5

FOR PHASES 2A AND 2B AND

POOR SOILS GENERATED DURING

ANY PHASE OF THIS PROJECT

AND ALL OTHER PROJECTS.

EXCESS SOIL PLACEMENT SITE #2

FOR PHASES 2A AND 2B.

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GC151

HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT:

A. ANY TYPE OF FUELING SUPPORT FACILITY OR DEVICE USED TO REFUEL CONSTRUCTION EQUIPMENT IS SUBJECT TO BASE FIRE INSPECTION. BASE FIRE CODES AND SAFETY

STANDARDS SHALL BE MET PRIOR TO COMMENCEMENT OF WORK.

B. CONTRACTORS OPERATING CONSTRUCTION VEHICLES AND EQUIPMENT ON THE BASE MUST BE PREPARED TO EXPEDITIOUSLY CONTAIN AND CLEAN UP SPILLS RESULTING FROM

FUEL, OILS, OR HYDRAULIC FLUID LEAKS.

C. TRANSPORT AND HANDLING OF OTHER HAZARDOUS MATERIALS ALSO REQUIRES SPECIAL PROCEDURES, SEE SECTION 01 74 19, "CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT".

D. HAZMAT MANAGEMENT SHALL COMPLY WITH SANGB'S ENVIRONMENTAL REQUIREMENTS.

NOTIFICATION OF CONSTRUCTION ACTIVITIES:

A. THE CONTRACTOR SHALL INCLUDE IN THE CONSTRUCTION OPERATIONS PLAN A PROCEDURE FOR IMMEDIATE NOTIFICATION OF THE COR OF ANY ADVERSE CONDITIONS AFFECTING

SAFETY ON THE AIRFIELD. THE CONTRACTOR SHALL OBTAIN CONTACT INFORMATION FOR ALL INVOLVED PARTIES AND PROCEDURES FOR CONTACTING THEM 24 HOURS A DAY, 7

DAYS A WEEK.

B. IF APPLICABLE, A LIST OF AIRFIELD OPERATIONS PERSONNEL, FIRE DEPARTMENT EMERGENCY PERSONNEL, POLICE, AND MEDICAL SERVICES WILL BE PROVIDED BY THE COR.

C. THE BASE OPERATIONS OFFICE SHALL ISSUE ALL NOTAMS RELEVANT TO THE CONSTRUCTION.

D. THE CONTRACTOR SHALL PREPARE AND DISTRIBUTE CONTACT INFORMATION FOR LOCAL MEDICAL, FIRE FIGHTING AND RESCUE AND POLICE RESPONSE IN CASE OF EMERGENCIES

DURING CONSTRUCTION TO ALL CONSTRUCTION PERSONNEL.

E. THE CONTRACTOR MAY BE REQUIRED TO COORDINATE WITH BASE AIRCRAFT RESCUE AND FIRE FIGHTING (ARFF) PERSONNEL EVEN FOR NON-EMERGENCIES.

F. THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER 10 DAYS PRIOR TO THE START OF PHASE 1A WORK, AN APPROVED FAA FORM 7460-1 "NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION." BE ADVISED, FAA APPROVAL OF THE FORM MAY TAKE UP TO 45 DAYS. IT'S THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AN ACTIVE 7460-1 THROUGHOUT CONSTRUCTION FOR THIS PROJECT. ANY DELAYS OR STOPPAGE ASSOCIATED WITH AN UNAPPROVED OR EXPIRED 7460-1 SHALL BE BORNE BY THE CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT. THE CONTRACTOR SHALL COORDINATE WITH THE COR ANY SAFETY ORIENTED ASPECT CHANGES TO THE CONSTRUCTION PLAN ONCE IT IS

ISSUED.

G. IN ORDER FOR THE GOVERNMENT TO ISSUE A CONSTRUCTION WAIVER FOR THE PROJECT, DURING PHASE 0 THE CONTRACTOR SHALL SUBMIT ALL REQUIREMENTS WITHIN SECTION

01 35 13 "SPECIAL PROJECT PROCEDURES."

INSPECTION REQUIREMENTS:

A. AIRFIELD SAFETY SELF-INSPECTIONS SHOULD BE CONDUCTED BY THE CONTRACTOR AT MINIMUM ONCE DAILY, BUT MORE FREQUENTLY IF NECESSARY OR IF REQUESTED BY THE CO.

B. A PRE-FINAL AND FINAL INSPECTION MEETING WILL ALSO BE HELD FOR THIS PROJECT.

UNDERGROUND UTILITIES:

A. THE CONTRACTOR SHALL NOT BEGIN ANY WORK UNTIL AN AIR FORCE FORM 103 "BASE CIVIL ENGINEERING CLEARANCE REQUEST" IS APPROVED. THE CONTRACTOR SHALL NOT

BEGIN EXCAVATION UNTIL ALL EXISTING UNDERGROUND FACILITIES WITHIN THE PROJECT AREA HAVE BEEN MARKED IN THE FIELD BY THE BASE AND CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN UTILITY MARKINGS AFTER BASE PERSONNEL HAVE LOCATED THEM. THE CONTRACTOR SHALL POTHOLE AND VERIFY THE DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE BEFORE PROCEEDING WITH ANY TRENCHING OR EXCAVATION OPERATIONS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND IS CAUTIONED THAT THE BASE OR ENGINEERS ASSUME NO RESPONSIBILITY FOR ANY OBSTRUCTIONS EITHER SHOWN OR NOT SHOWN ON THE PLANS.

B. THE INFORMATION CONCERNING UNDERGROUND UTILITIES AND EXISTING CONDITIONS WAS COMPILED FROM AVAILABLE AS-BUILT RECORDS, AND THOSE LOCATED DURING THE TOPOGRAPHIC SURVEY. THE BASE AND ENGINEER DO NOT GUARANTEE THE ACCURACY OF THE UTILITY LOCATIONS. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UNDERGROUND OBSTRUCTIONS AND UTILITIES ARE SHOWN ON THE PLANS, AND THAT UNDERGROUND OBSTRUCTION NOT SHOWN MAY BE ENCOUNTERED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS FROM AVAILABLE RESOURCES AND OTHER APPROPRIATE MEANS OF DETECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO ALL UTILITIES AND WILL NOT BE SEPARATELY COMPENSATED FOR ASSOCIATED DELAYS OR COSTS.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING BASE UTILITIES, AND ELECTRICAL CIRCUITS, WHETHER OWNED BY THE BASE OR OTHER AGENCIES OPERATING AT THE AIRFIELD. LOCATIONS OF EXISTING CABLE SHOWN IN THE PLANS ARE BASED ON AVAILABLE SURVEY AND AS-BUILT DATA AND ARE APPROXIMATE ONLY.

D. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ANY CROSSING OF UNDERGROUND ELECTRICAL CIRCUITS WITH THE COR PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TONING EQUIPMENT CAPABLE OF DETECTING A 60 Hz SIGNAL FOR LOCATING CABLES IN THE CONSTRUCTION AREA.

E. WORKING IN CONJUNCTION WITH THE COR, THE CONTRACTOR SHALL LOCATE EXISTING CABLES PRIOR TO START OF CONSTRUCTION. COST OF LOCATING THE CABLES AND

PROVIDING THE TONING EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR.

F. PRIOR TO THE START OF CONSTRUCTION ANY ELECTRICAL CIRCUITS TO BE CROSSED SHALL BE TESTED FOR RESISTANCE TO GROUND BY THE CONTRACTOR UNDER SUPERVISION OF THE COR AND THE READINGS RECORDED. FOLLOWING CONSTRUCTION, THE CONTRACTOR, UNDER THE SUPERVISION OF THE COR, SHALL CHECK ALL CIRCUITS CROSSED DURING THE PROJECT. ANY CIRCUITS SHOWING A DECREASE IN RESISTANCE TO GROUND SHALL BE CORRECTED BY THE CONTRACTOR TO THE RECORDED PRE-CONSTRUCTION LEVELS OR AT LEAST 50 MEGOHMS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY CORRECTIVE ELECTRICAL WORK DUE TO CONTRACTOR'S OPERATIONS.

G. CONTRACTOR SHALL COMPLETE AND SUBMIT A UTILITIES OUTAGE REQUEST FORM AF 3624 FOR ANY UTILITY/ NAVAID SHUTOFF NEEDED TO PERFORM THE WORK AND/ OR PHASING

10 DAYS PRIOR TO THE SCHEDULED OUTAGE.

H. EXISTING WATER LINES ARE LOCATED WITHIN THE STAGING AREA LOCATIONS. CONTRACTOR SHALL CONNECT TO THE WATER AND ELECTRICAL BY APPROVED MEANS. SEE SHEET

GC141 AND SECTION 01 50 00 FOR ADDITIONAL INFORMATION.

H. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO INDICATED ENTRANCE/ EXIT, HAUL ROUTES, AND WORK AREAS SHOWN.

I. CONTRACTOR TO BUILD CONSTRUCTION ENTRANCE INTO AND OUT OF STAGING AREA TO MINIMIZE POTENTIAL FOD ISSUES. LOCATIONS SHALL BE COORDINATED THROUGH THE COR.

J. BASE ACCESS ROADS SHALL BE MAINTAINED BY EITHER A PAVED SURFACE OR SUFFICIENT GRADED CRUSHED AGGREGATE BASE COURSE OR ASPHALT MILLINGS THROUGHOUT THE PROJECT. THIS SHALL INCLUDE ALL MAINTENANCE, TEMPORARY TRANSITIONS, AND DELINEATION OF WORK AREAS BY LINES OF CONTINUOUS BARRICADES TO PREVENT DAMAGE TO

VEHICLES ACCESSING THESE AREAS.

CONSTRUCTION EQUIPMENT:

A. ALL CONSTRUCTION EQUIPMENT MUST BE MARKED WITH A 3 FEET BY 3 FEET ORANGE AND WHITE CHECKERED FLAG AND/OR AMBER BEACON. FOR NIGHT CONSTRUCTION AND TIMES OF

LIMITED VISIBILITY, ALL EQUIPMENT MUST BE EQUIPPED WITH AN AMBER BEACON. ALL CONSTRUCTION VEHICLES MUST BE CLEARLY MARKED WITH THE COMPANY NAME/LOGO AT ALL TIMES.

B. IF REQUIRED, BARRICADES SHALL BE WEIGHTED BY SAND BAGS OR OTHER MEANS TO KEEP BARRICADES STATIONARY FROM WINDS AND JET BLAST.

C. BARRICADES TO BE CHECKED DAILY FOR WATER LEVEL AND FOR CHECKING IF LIGHTS ARE WORKING PROPERLY. CONTRACTOR TO IMMEDIATELY FIX ALL PROBLEMS WHEN FOUND.

D. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING BARRICADES, TEMPORARY CLOSURE CROSSES, AND ALL SIGNAGE REQUIRED ON THE AIRFIELD ALONG WITH VEHICLE TRAFFIC CONTROL NEEDED FOR VEHICLES ENTERING & EXITING THE WORK AREA. THIS INCLUDES ALL TRAFFIC CONTROL AND ADVANCED WARNING SIGNS REQUIRED ALONG LOCAL

ROADWAYS PER MDOT AND CITY STANDARDS.

E. THE CONTRACTOR SHALL HAVE A PERSON DESIGNATED AS SITE SUPERINTENDENT ON-CALL 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF AIRPORT HAZARD LIGHTING AND

BARRICADES.

F. CONSTRUCTION/CONTRACTOR TRAILERS WITH PRIOR APPROVAL FROM THE CO WILL BE ALLOWED ON BASE PROPERTY PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE AN ADDITIONAL TRAILER FOR GOVERNMENT USE AT LOCATION OF THE CONTRACTORS' TRAILERS. SEE SPECIFICATION SECTION 01 50 00 "TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS" FOR ADDITIONAL INFORMATION.

G. EQUIPMENT OR STORAGE OF MATERIALS WITHIN ANY ON-SITE "EQUIPMENT PARKING/STAGING AREAS" SHOWN WITH PRIOR APPROVAL FROM THE CO WILL BE ALLOWED PRIOR TO THE START

OF CONSTRUCTION.

H. DURING CONSTRUCTION, ANY EQUIPMENT OR MATERIALS ANTICIPATED TO EXCEED THE MAX. HEIGHT PROVIDED IN THE PARKING/STAGING AREAS TO BE APPROVED BY THE CONTRACTING

OFFICER PRIOR TO DELIVERY.

I. CONCRETE OR ASPHALT BATCH PLANTS WILL BE ALLOWED ON BASE PROPERTY AT THE LOCATIONS SHOWN.

WILDLIFE MANAGEMENT:

A. CONTRACTORS MUST CAREFULLY CONTROL AND CONTINUOUSLY REMOVE WASTE OR LOOSE MATERIALS THAT CAN CREATE WILDLIFE HAZARDS OR ATTRACTANTS. THESE INCLUDE TRASH, STANDING WATER, TALL GRASS, SCATTERED SEEDS, POORLY MAINTAINED FENCING, AND DISRUPTION OF EXISTING HABITAT.

B. CONTRACTOR WILL BE RESPONSIBLE TO MOW OR TRIM DOWN VEGETATION AREAS INSIDE CONSTRUCTION LIMITS. SEE SPECIFICATION SECTIONS 01 50 00 "TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS" AND 32 05 33 " LANDSCAPE ESTABLISHMENT" FOR REQUIREMENTS.

F. THE CONTRACTORS' EQUIPMENT IS STRICTLY LIMITED TO THE CONSTRUCTION AREAS DURING CONSTRUCTION AND TO THE CONTRACTOR STORAGE AREA DURING NON-CONSTRUCTION PERIODS, EXCEPT AS PROVIDED ON THE PLANS, IN THE CONTRACT PROVISIONS, OR AS MAY BE AUTHORIZED BY THE COR IN WRITING. CONTRACTOR PARKING

SHALL BE LIMITED TO THE STAGING AREA, EXCEPT AS ALLOWED BY THE COR.

G. HAUL ROUTES AND ACCESS TO THE CONSTRUCTION SITE(S) WILL BE AS SHOWN ON SHEET GC141. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL HAUL ROADS, PLANT SITES, STAGING AND STORAGE AREAS TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE CONTRACTING OFFICER. THIS WILL INCLUDE BUT NOT BE LIMITED TO GRADING (FILLING IF NECESSARY) AND SEEDING AND MULCHING ALL TURF AREAS USED BY THE CONTRACTOR. ANY PAVEMENT AREAS USED BY THE CONTRACTOR AS A HAUL ROUTE WHICH ARE DAMAGED WILL BE REPAVED AS APPROVED BY THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL INSPECT ALL HAUL ROUTES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY DOCUMENTATION OF EXISTING HAUL ROUTES, EITHER WITH PICTURES OR VIDEO. COSTS ASSOCIATED WITH DOCUMENTING EXISTING HAUL ROUTE CONDITIONS, OR RECONSTRUCTING OR RESTORING HAUL ROUTES AND STORAGE AREAS, WILL BE CONSIDERED INCIDENTAL TO THE PROJECT.

CONSTRUCTION PHASING/ SCHEDULING

THIS PROJECT IS ESTIMATED TO AWARDED IN THE FALL OF 2026, WITH PHASE 1A STARTING IN THE SPRING OF 2027 WITH COMPLETION OF THE PROJECT IN THE FALL OF 2029.

THIS PROJECT IS ANTICIPATED TO OCCUR IN TEN PHASES. TOTAL CONSTRUCTION TIME FOR PHASES 0, 1A, 1B, 2A, 2B, 3A, 3B, 3C, 4A, AND 4B FOR THIS PROJECT IS 1,156 CALENDAR DAYS INCLUDING 270 DAYS FOR WINTER SHUT-DOWNS. SEE SHEETS GC142 - GC149 FOR ADDITIONAL INFORMATION. PHASE 0 OF THE PROJECT WILL START AFTER THE SUMMER AWARD TO THE CONTRACTOR IS GIVEN. THIS PHASE WILL

CONSIST OF A 151 CALENDAR DAY PERIOD FOR THE CONTRACTOR TO:

1. SUBMIT AND GET APPROVAL ON ALL REQUIRED PRE-CONSTRUCTION SUBMITTALS.

2. PERFORM REQUIRED TESTS ON PROPOSED MATERIALS TO BE USED IN THE PROJECT.

3. PERFORM AND GET APPROVAL ON REQUIRED MIX DESIGNS.

4. ISSUE SUBCONTRACTS AND PURCHASE ORDERS.

5. SUBMIT REQUIRED PERMITS FOR APPROVAL.

6. POSSIBLE PLACEMENT OF STAGING AREA AND BATCH PLANTS ON BASE PROPERTY.

7. CONSTRUCTION OF STAGING/ PARKING AREAS WITHIN BASE PROPERTY.

8. POSSIBLE INVESTIGATION AND SURVEYING REQUIRED DURING WEEKEND OR NO FLY DAY CLOSURES.

9. PRODUCTION AND STOCKPILING OF MATERIALS ON-SITE WITHIN DESIGNATED STAGING AREAS FOR THE PROJECT.

PHASE 0 WILL ALLOW TIME FOR ALL OF THE ABOVE ITEMS TO BE COMPLETED, INVESTIGATED, AND HAVE ANY ISSUES WORKED OUT PRIOR TO THE START OF CONSTRUCTION THAT MAY RESULT IN THE

SLOWING OR STOPPING OF THE CONSTRUCTION PROGRESS.

PHASE 1A IS ESTIMATED FOR A PERIOD OF 1 CALENDAR DAYS. PHASE 1A WILL CONSIST OF A DURATION OF 1 CALENDAR DAY AND TO OCCUR WITHIN A WEEKEND OR NO-FLY DAY. COORDINATE SCHEDULED

DAY WITH OPERATIONS MANAGER. PLACE REQUIRED BARRICADES AS SHOWN ON PRIOR SHEET.

PHASE 1B IS ESTIMATED FOR A PERIOD OF 213 CALENDAR DAYS. PHASE 1B CONSISTS OF HAVING THE TEMPORARY RUNWAY 01L-19R OPERATIONAL, WHILE CONSTRUCTION OCCURS TO FINISH ALL PUNCH LIST ITEMS, CONSTRUCT PCC PAVEMENT FOR FIRST 1,000 FEET OF SOUTH RUNWAY, SHOULDER MILL & OVERLAY AND WIDENING, MISCELLANEOUS AIRFIELD ELECTRICAL AND NAVAID RELOCATIONS AND REPLACEMENTS, GROOVE THE NEW PAVEMENTS PLACED, MISCELLANEOUS UTILITY RELOCATIONS AND REPLACEMENTS, AND GRADING IMPROVEMENTS. RUNWAY 01-19 WILL BE CLOSED DURING THIS PHASE

PHASE 2A IS ESTIMATED FOR A PERIOD OF 198 CALENDAR DAYS. THIS DURATION INCLUDES THE ANTICIPATED 90 DAY WINTER SHUTDOWN FROM DECEMBER 2027 TO MARCH 2028. CONSISTS OF INSTALLING NEW PERIMETER FENCING, RELOCATING N. PERIMETER ROAD, AND THE REMOVAL OF THE EXISTING PERIMETER FENCES AND PERIMETER ROAD. THE NEW FENCE CONNECTIONS WITH THE OLD SHALL BE COMPLETED WITH SECURITY FORCES, MEN AND EQUIPMENT ALWAYS PRESENT DURING THE TIME IN WHICH A GAP IN THE FENCE IS PRESENT. CONNECTIONS TO BE COORDINATED WITH BASE SECURITY THROUGH BASE ENGINEERING. THIS PHASE TO OCCUR IN CONJUNCTION WITH PHASE 2B WHICH CONSISTS OF 14 DAYS TO CONNECT RELOCATED PERIMETER ROAD AND TO THE EXISTING.

PHASE 3A, ESTIMATED TO BEGIN IN THE SPRING OF 2028 FOR A PERIOD OF 6 CALENDAR DAYS. PHASE 3A INCLUDES INSTALLING TEMPORARY ITEMS FOR DISPLACING RUNWAY 19. AFTER PHASE 3A IS COMPLETE AND ACCEPTED BY THE CO AND THE DISPLACED RUNWAY IS APPROVED FOR OPERATIONS, PHASE 3C CAN BEGIN. PHASE 3B INCLUDES THE CONSTRUCTION OF TAXIWAY ALPHA AND TO BE

COMPLETED UNDER A SEPARATE TASK AND NOT PART OF THIS PROJECT.

PHASE 3C IS ESTIMATED FOR A PERIOD OF 512 CALENDAR DAYS. PHASE 3C CONSISTS OF HAVING THE DISPLACED RUNWAY 01-19 OPERATIONAL, WHILE CONSTRUCTION OCCURS TO BUILD THE NORTH RUNWAY THRESHOLD AND OVERRUN EXTENSION, THE HAMMERHEAD, BLAST PAD, BLAST FENCE, RUNWAY EDGE AND APPROACH LIGHTING, NAVAID PLACEMENT, AND ASSOCIATED ELECTRICAL WORK. RUNWAY SURCHARGE MATERIAL TO BE PLACED AT THE BEGINNING OF PHASE 3C. A WINTER SHUTDOWN PERIOD IS EXPECTED FROM DECEMBER 2029 TO MARCH 2029.

PHASE 4A IS ESTIMATED FOR A PERIOD OF 1 CALENDAR DAYS. PHASE 1A WILL CONSIST OF A DURATION OF 1 CALENDAR DAY AND TO OCCUR WITHIN A WEEKEND OR NO-FLY DAY. COORDINATE SCHEDULED

DAY WITH OPERATIONS MANAGER. PLACE REQUIRED BARRICADES AS SHOWN ON PRIOR SHEET.

TO CONCLUDE PHASE 4B, THE CONTRACTOR IS REQUIRED TO FINISH ALL PUNCH LIST ITEMS, GROOVE THE NEW PAVEMENTS PLACED, PLACE ANY REMAINING ELECTRICAL ITEMS REQUIRED, AND REMOVE AND RE-MARK THE RUNWAY TO THE NEW CONFIGURATION. AT THE COMPLETION OF PHASE 4B, THE CONTRACTOR SHALL REMOVE ALL BARRICADES AND CLEAR PAVEMENT TO THAT SPECIFIED AND THE THE

OPERATIONS MANAGER APPROVAL.

AT THE COMPLETION OF PHASE 4B, THE PROJECT WILL BE COMPLETE.

PHASE 1A CANNOT START UNTIL AN AIRFIELD CONCRETE MIX DESIGN HAS BEEN APPROVED BY THE CONTRACTING OFFICER.

PHASE 3C IS ONLY ALLOWED TO START AFTER APPROVAL OF THE DISPLACED THRESHOLD AND TO BE COMPLETED IN ALLOTTED TIME STATED ABOVE.

CONTRACTOR SHALL SUBMIT THE PROJECT SCHEDULE FOR THE COMPLETING THE ENTIRE RUNWAY PROJECT (INCLUDING ALL PHASES) FOR APPROVAL PER THE STATE OF MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET STATE FACILITIES ADMINISTRATION MICHSPEC DIVISION 0 SPECIFICATIONS PRIOR TO THE START OF WORK. EACH PHASE TO BE COMPLETED IN THE

DURATIONS STATED ABOVE.

EACH PHASE SHALL BE COMPLETE AND ACCEPTED PRIOR TO STARTING SUBSEQUENT PHASE.

GENERAL CONSIDERATIONS:

COORDINATE THE FOLLOWING AS REQUIRED:

A. CONTRACTORS, QC, QA, SAFETY OFFICERS, FOREMANS, SUPERINTENDENTS, AND PROJECT MANAGEMENT ARE REQUIRED TO ATTEND WEEKLY COORDINATION MEETINGS AT WHICH OPERATIONAL SAFETY

WILL BE A STANDING AGENDA ITEM DURING EVERY PROGRESS MEETING.

B. ALL CONTRACTOR'S PERSONNEL SHALL COMPLETE THE BASE'S BADGING AND DRIVER TRAINING REQUIREMENTS PRIOR TO BEING ALLOWED ACCESS TO THE PROJECT. BASE ACCESS BADGES/ I.D's WILL BE PICKED UP BY CONTRACTOR PERSONNEL AT THE BASE VISITORS CENTER LOCATED AT THE SANGB'S MAIN GATE (NORTH GATE) UPON COMPLETION OF REQUIRED BADGING FORMS AND PROCESSING

TIME.

C. THE CONTRACTOR SHALL NOT INTERFERE WITH THE NORMAL OPERATIONS OF THE BASE FACILITIES THAT ARE DESIGNATED UNDER THIS CONTRACT TO REMAIN OPEN TO AIR TRAFFIC, AND SHALL IMPLEMENT ALL SPECIFIED AND OTHER APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ALL USERS OF THE BASE.

AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY:

A. RUNWAYS AND TAXIWAYS SHALL REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. WHEN ANY AREA IS REQUIRED TO BE CLOSED TO AIRCRAFT TRAFFIC, IT SHALL BE BARRICADED AND

MARKED, WITH ANY NAVAIDS AFFECTED BY THE CLOSURE ADDRESSED PER THE REQUIREMENTS STATED ON THIS SHEET, SHEETS GC141 TO GC148 & GC151 TO GC154, AND THE SPECIFICATIONS

PROVIDED.

B. TAXIWAY CLOSURES:

THE TAXIWAY CLOSURES SHALL BE AS SHOWN ON THE CONSTRUCTION OPERATIONS & PHASING PLAN, SHEETS GC142 - GC148.

C. RUNWAY CLOSURES:

THE RUNWAY CLOSURES SHALL BE AS SHOWN ON THE CONSTRUCTION OPERATIONS & PHASING PLAN, SHEETS GC142 - GC148.

D. APRON CLOSURES:

APRON CLOSURES OF APRONS ADJACENT TO TAXIWAYS SHALL BE AS SHOWN ON THE CONSTRUCTION OPERATIONS AND PHASING PLAN SHEETS (GC142 - GC148). APRON PARKING POSITION CLOSURE

FOR APRONS ADJACENT TO TAXIWAYS ARE BASED ON WINGTIP CLEARANCE REQUIREMENTS OF AN A-10, F15EX, KC135 AND KC46 AIRCRAFT TO THE NEAREST CONSTRUCTION POINT.

CONTRACTOR ACCESS:

A. THE CONTRACTOR SHALL USE THE SOUTH GATE TO GAIN ACCESS ONTO BASE PROPERTY DURING WORK ON THE PROJECT. THE SOUTH GATE WILL REQUIRE THE CONTRACTOR TO PROVIDE TRAINED AND

CERTIFIED SECURITY PERSONNEL WHILE THE GATE IS IN USE. THE CONTRACTOR STAGING AREA AND HAUL ROUTES WILL BE LOCATED PER SHEETS GC141 TO GC148.

B. IF OTHER ACCESS POINTS ARE ALLOWED OTHER THAN THE SOUTH GATE, APPROVAL FROM THE CO IS REQUIRED. THE CONTRACTOR SHALL PROVIDE A GATE GUARD AT ALL POINTS OF ENTRY SHOWN.

GATES MUST BE LOCKED WHEN NOT IN USE OR NOT MANNED BY THE GATE GUARD. CONTRACTOR MUST TAKE CARE TO MAINTAIN A HIGH LEVEL OF SAFETY AND SECURITY DURING CONSTRUCTION WHEN ACCESS POINTS ARE CREATED IN THE SECURITY FENCING TO PERMIT THE PASSAGE OF CONSTRUCTION VEHICLES OR PERSONNEL. TEMPORARY GATES SHOULD BE EQUIPPED SO THEY CAN BE SECURELY CLOSED AND LOCKED TO PREVENT ACCESS BY ANIMALS AND PEOPLE. PROCEDURES SHOULD BE IN PLACE TO ENSURE THAT ONLY AUTHORIZED PERSONS AND VEHICLES HAVE ACCESS TO THE AIRFIELD OR PROJECT LIMITS VIA THE AIRFIELD GATES DEPICTED ON SHEETS GC141 TO GC148. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER OPERATION AND PRESERVATION OF ALL AIRFIELD PERIMETER GATES, EITHER MANUAL OR AUTOMATED. A MAXIMUM OF ONE ACCESS POINT/GATE WILL BE ALLOWED OPEN AT ANY ONE TIME. NO GAPS BETWEEN OR BELOW GATE GREATER THAN 2-INCHES WILL BE ALLOWED. ALL TEMPORARY GATES AND FENCING SHALL BE REMOVED AND FENCING RESTORED TO ITS ORIGINAL CONDITION AT THE COMPLETION OF THE PROJECT.

C. FOR THE PURPOSES OF THIS CONTRACT, ALL FENCING/GATES SHALL BE CONSIDERED PART OF CONTRACTOR HAUL ROUTES. AS SUCH, ANY DAMAGE TO FENCING/GATES AS A RESULT OF CONSTRUCTION TRAFFIC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY CONSTRUCTION GATE IS FOUND OPEN AND UNATTENDED BY THE BASE STAFF, THE CONTRACTOR WILL INCUR A VIOLATION/ PENALTY PER OCCURRENCE TO BE DETERMINED BY THE GOVERNMENT. SEE PARAGRAPH "ENFORCEMENT/ PENALTIES".

D. GATE GUARDS, TRAFFIC GUARDS AND DRIVER TRAINING: THE GATE GUARDS AND TRAFFIC GUARDS SHALL MAINTAIN AND MONITOR A CONTRACTOR SUPPLIED CELL PHONE AT ALL TIMES. CONTRACTORS KEY PERSONNEL ALONG WITH THE GATE AND TRAFFIC GUARDS SHALL MAINTAIN AND MONITOR A CONTRACTOR SUPPLIED RADIO AT ALL TIMES. TRAINING OF PERSONNEL ON PROPER COMMUNICATION PROCEDURES WITH THE CONTROL TOWER IS ESSENTIAL FOR MAINTAINING OPERATION SAFETY AND WILL BE PROVIDED BY THE GOVERNMENT PRIOR TO THE START OF CONSTRUCTION. ALL GATE AND TRAFFIC GUARDS, FOREMAN AND KEY PERSONNEL WILL BE REQUIRED TO ATTEND. CONTACT NUMBERS IN REGARDS TO FIRE-RESCUE, SECURITY, AND ANY OTHER NUMBER REQUIRED SHALL BE PROVIDED BY THE GOVERNMENT. COST OF PROVIDING THE REQUIRED GATE AND TRAFFIC GUARDS SHALL BE PROVIDED BY THE CONTRACTOR . FOR THE SOUTH BASE ACCESS GATE, THE CONTRACTOR HIRED SECURITY PERSONNEL SHALL BE TRAINED AND CERTIFIED THROUGH THE REQUIREMENTS SET FORTH BY SELFRIDGE ANGB SECURITY FORCES. REQUIRED TRAINING FOR THE SOUTH BASE ACCESS

GATE IS ANTICIPATED TO TAKE 4 HOURS.

KEY CONTRACTOR PERSONNEL MAY BE EXPECTED TO TRAVEL ON OR NEAR ACTIVE AOA'S. THESE INDIVIDUALS MUST COMPLY WITH THE RULES AND REGULATIONS BY PARTICIPATING IN ANY

APPLICABLE AIRFIELD DRIVER'S TRAINING PROCEDURES PROVIDED BY THE BASE.

E. STOCKPILED MATERIALS AND EQUIPMENT STORAGE/PARKING ARE NOT PERMITTED WITHIN 200 FEET OF AN OPERATIONAL RUNWAY OR TAXIWAY EDGE. IF THE CONTRACTOR WISHES TO STOCKPILE MATERIALS OR EQUIPMENT ADJACENT TO THIS AREA, HE MUST FIRST COORDINATE WITH THE CONTRACTING OFFICER AND AIRFIELD MANAGER TO ENSURE THAT:

1) APPROPRIATE LIGHTING AND BARRICADES ARE IN PLACE.

2) THE STOCKPILED MATERIALS DO NOT CREATE A WILDLIFE ATTRACTANT OR FOREIGN OBJECT DEBRIS (FOD) HAZARD.

3) EXCAVATION AND RESULTANT STOCKPILES ADJACENT TO OTHER SURFACES MUST BE APPROPRIATELY MARKED W/ BARRICADES, AS DIRECTED BY THE COR.

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PROTECTION OF RUNWAY AND TAXIWAY SHOULDER AREAS:

A. CONSTRUCTION ACTIVITY ADJACENT TO ACTIVE RUNWAYS, TAXIWAYS, AND APRONS SHALL BE COORDINATED WITH AIRFIELD OPERATIONS THROUGH THE COR. CONSTRUCTION ACTIVITY IN

THESE AREAS WILL BE AUTHORIZED AFTER:

1) NOTICES TO AIRMEN (NOTAM'S) HAVE BEEN ISSUED,

2) BARRICADING AND LIGHTING PROVISIONS HAVE BEEN IMPLEMENTED BY THE CONTRACTOR, AND

3) IT HAS BEEN DETERMINED THAT THE HEIGHT OF EQUIPMENT AND MATERIALS IS BEYOND THE REACH, OR SAFELY BELOW, AIRCRAFT USING ADJACENT OPERATION AREAS. THE COR WILL

SUPPLY INFORMATION FOR RUNWAY APPROACHES AND OTHER AREAS IF REQUIRED.

4) SEE ADDITIONAL REQUIREMENTS ON SHEET GC142 - GC148.

B. OPEN TRENCHES AND EXCAVATIONS WITHIN THE CONSTRUCTION AREA(S) MUST BE PROMINENTLY BARRICADED. NO CONSTRUCTION MAY OCCUR WITHIN 200' OF AN EXISTING RUNWAY OR TAXIWAY EDGE WHILE THE RUNWAY/TAXIWAY IS OPEN TO AIRCRAFT OPERATIONS. OPEN TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE 200' OF AN OPEN RUNWAY/TAXIWAY.

IF THE RUNWAY/TAXIWAY MUST BE OPENED BEFORE EXCAVATIONS ARE BACKFILLED, THE EXCAVATIONS MUST BE COVERED IN SUCH A WAY AS TO ALLOW THE HEAVIEST AIRCRAFT OPERATING ON THE RUNWAY/TAXIWAY TO CROSS THE COVERING WITHOUT DAMAGE TO THE AIRCRAFT. THIS REQUIREMENT TO BE APPROVED BY THE BASE OPERATIONS MANAGER PRIOR TO

IMPLEMENTATION.

C. THE SHOULDER AREA MUST BE GRADED WITH NO POTENTIALLY HAZARDOUS RUTS, HUMPS, DEPRESSIONS, OR OTHER SURFACE VARIATIONS UPON OPENING. OPEN TRENCHES AND

EXCAVATIONS WITHIN THE CONSTRUCTION AREA(S) MUST BE PROMINENTLY MARKED.

D. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL WORK AREAS WITHIN 200' OF ANY ACTIVE RUNWAY OR TAXIWAY EDGE DURING ALL NON-WORKING HOURS OR WHEN ANY RUNWAY

OR TAXIWAY IS OPERATIONAL WITH THE FOLLOWING:

1) THE AREA SHALL HAVE NO GRADES STEEPER THAN A 10:1 SLOPE IN ANY DIRECTION.

2) PROVIDE EVENLY GRADED TRANSITIONS OFF ALL EXISTING PAVEMENT EDGES USING BASE COURSE MATERIAL AT SAME GRADE AS REMAINING PAVEMENT AND SLOPED AT A 10:1 MAXIMUM

GRADE.

3) AT NO LOCATION WILL A DROP IN GRADE BE GREATER THAN 2 INCHES WITHOUT BEING GRADED TO THE REQUIREMENTS ABOVE.

E. RUNWAY APPROACH/DEPARTURE AREAS AND CLEARWAYS MUST BE PROTECTED DURING TIMES WHEN THE RUNWAY IS OPEN TO AIRCRAFT TRAFFIC. NO VEHICLES, MATERIALS OR EQUIPMENT

WILL BE ALLOWED WITHIN 200' OF ANY ACTIVE RUNWAY, TAXIWAY OR APRON EDGE.

HAZARD MARKING AND LIGHTING:

A. IF ANY AIRCRAFT MOVEMENT AREAS MUST BE CLOSED, THE CONTRACTOR SHALL FURNISH AND PLACE PORTABLE BARRICADES ACROSS RUNWAYS OR TAXIWAYS TO KEEP CONSTRUCTION

VEHICLES FROM ENTERING ACTIVE OPERATION AREAS AND TO KEEP AIRCRAFT FROM TAXIING INTO CONSTRUCTION AREAS. BARRICADES SHALL BE HIGHLY-REFLECTIVE, MARKED WITH DIAGONAL, ALTERNATING ORANGE AND WHITE STRIPES AND SUPPLEMENTED WITH EITHER FLASHING OR STEADY-BURNING LIGHTS DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS.

LIGHTS SHALL BE BARRICADE TYPE TYPICAL FOR CONSTRUCTION ZONES AND RED IN COLOR, MEETING ALL STATE HIGHWAY REQUIREMENTS. BARRICADES LOCATED WITHIN AIRCRAFT MOVEMENT AREAS (RUNWAYS, TAXIWAYS, APRONS) SHALL BE LOW LEVEL AVIATION BARRICADES (NO HIGHER THAN 18") SPECIFICALLY MANUFACTURED AND DESIGNED FOR SUCH PURPOSE.

THEY SHALL BE ALTERNATING ORANGE AND WHITE IN COLOR 10" HIGH AND 96" LONG, MADE OF UV-RESISTANT POLYETHYLENE, SEE DETAIL ON GC153.

ENOUGH BARRICADES MUST BE PROVIDED TO SAFELY DELINEATE ALL CONSTRUCTION BOUNDARIES. BARRICADES SHALL BE PLACED CLOSELY ENOUGH TO PREVENT TRAFFIC FROM ENTERING THE CONSTRUCTION AREA. MAXIMUM OPEN GAP SPACING TO BE 10 FEET. POSSIBLE GAPS ARE TO BE PLACED WITHIN THE BARRICADES FOR GOVERNMENT USE. LOCATIONS OF GAPS TO BE COORDINATED WITH BASE OPERATIONS AND THE CONTRACTING OFFICER. SEE DETAIL FOR SEPARATION BETWEEN BARRICADES. BARRICADES SHALL BE FILLED WITH WATER TO PREVENT

MOVEMENT BY JET BLAST.

BARRICADES LOCATED OUTSIDE OF AIRCRAFT MOVEMENT AND SHOULDER AREAS MAY BE MADE FROM VARIOUS MATERIALS, INCLUDING RAILROAD TIES, SAWHORSES, JERSEY BARRICADES, BARRELS, OR OTHER STANDARD HIGHWAY BARRICADES. BARRICADES TO BE REFLECTIVE AND LIGHTED AS DESCRIBED WITHIN. IF BARRICADES ARE SUBJECT TO PROP WASH, JET BLAST, WIND VORTEX OR ANY OTHER SURFACE WIND CURRENTS, THE BARRICADES SHALL BE WEIGHTED OR FASTENED TO THE GROUND TO PREVENT DISPLACEMENT. ANCHORING OF BARRICADES WILL

NOT BE ALLOWED ON PAVED SURFACES.

B. HAZARDS SUCH AS OPEN MANHOLES, AREAS UNDER REPAIR, STOCKPILE AND WASTE AREAS SHALL ALSO BE MARKED BY BARRICADES.

C. THE CONTRACTOR MUST ALSO PROVIDE AN EMERGENCY CONTACT AVAILABLE 24 HOURS FOR MAINTENANCE OF CONSTRUCTION LIGHTING AND BARRICADING, OR ANY OTHER ISSUES THAT

INTERFERE WITH THE OPERATIONS AT THE AIRFIELD.

D. CONTRACTOR SHALL, ON A DAILY BASIS, COORDINATE WITH THE COR AND AIRFIELD MANAGER TO ENSURE ALL REQUIRED AIRFIELD LIGHTING IS FUNCTIONAL, LIGHTED BARRICADES ARE

OPERATIONAL, AND TO REVIEW NOTAM'S.

CONTROL TOWER COMMUNICATION:

A. ACTIVE AIRCRAFT OPERATION AREAS: OPERATIONS AT SANGB ARE CONTROLLED BY THE CONTROL TOWER. WHEN A RUNWAY OR TAXIWAY IS OPEN TO AIR TRAFFIC, THE CONTRACTOR MUST OBTAIN CLEARANCE FROM THE TOWER BEFORE ANY PERSONNEL OR EQUIPMENT PROCEEDS ONTO OR ACROSS THE AREA. A RADIO-EQUIPPED TRAFFIC GUARD SHALL BE USED TO CONTROL VEHICULAR TRAFFIC CROSSING ACTIVE AREAS DURING HAULING OPERATIONS. THE TRAFFIC GUARD SHALL BE TRAINED, ABLE TO DEMONSTRATE COMPLIANCE WITH SANGB RADIO POLICIES, AND APPROVED BY AIRFIELD

OPERATIONS PERSONNEL PRIOR TO USING RADIOS.

B. BASE AIRFIELD MANAGEMENT/ OPERATIONS WILL SUPPLY THE CONTRACTOR WITH ADEQUATE AIRFIELD TRAINING AT NO COST TO THE CONTRACTOR. THE PRIME CONTRACTOR SUPERINTENDENT, TRAFFIC GUARD, AND TWO OTHER PRIME CONTRACTOR DESIGNATED WORKERS SHALL HAVE A RADIO POWERED ON AND MONITORED AT ALL TIMES. THESE RADIOS SHALL BE EXCLUSIVELY USED TO ALLOW COMMUNICATIONS BETWEEN THE TOWER AND THE DESIGNATED CONTRACTOR REPRESENTATIVES. ALL PERSONS THAT WILL POSSESS A RADIO SHALL BE TRAINED BY THE BASE PRIOR TO THE START OF CONSTRUCTION. RADIOS SHALL BE SUPPLIED BY THE CONTRACTOR AND BE "AIRFIELD TYPE" OR APPROVED EQUAL.

C. THE CONTRACTOR MAY BE ALLOWED TO USE TWO-WAY RADIOS FOR COMMUNICATION BETWEEN CONTRACTORS AS LONG AS THE FREQUENCY HAS BEEN APPROVED BY THE SANGB SECURITY FORCES MANAGER (SFM) THROUGH THE COR. THE CONTRACTOR SHALL NOT USE ANY RADIOS, COMMUNICATIONS DEVICES, AND FREQUENCIES NOT APPROVED BY THE SFM.

OTHER CONSTRUCTION NOTES:

THE FOLLOWING ARE PROHIBITED ON THE AIRFIELD:

A. TALL EQUIPMENT BEYOND THE MAXIMUM EQUIPMENT HEIGHT SHOWN ON THE CONSTRUCTION OPERATIONS & PHASING PLAN SHEETS.

B. WELDING/BLASTING OPERATIONS

OPEN-FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS ARE PROVIDED AS APPROVED BY THE FIRE CHIEF AND THE COR. USE OF ELECTRICAL BLASTING CAPS IS PROHIBITED ON OR WITHIN 1,000 FEET OF BASE PROPERTY. FLARE POTS ARE PROHIBITED WITHIN THE AIR OPERATIONS AREA (AOA).

C. ALL SAFETY AND SECURITY ITEMS REQUIRED ON SHEETS GC141 TO GC148 & GC151 TO GC154, AND WITHIN THE CONTRACT DOCUMENTS TO BE INCLUDED AND CONSIDERED INCIDENTAL TO THE PROJECT.

D. SEE SHEET GC141 - GC148 FOR RESTRICTIONS ON WORK WITHIN EACH PHASE WORK AREAS PERTAINING TO CONSTRUCTION ON PORTIONS OF THE RUNWAY AND TAXIWAYS AND PLACEMENT OF

ELECTRICAL CABLES.

E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS REQUIRED FOR THIS PROJECT. ALL COSTS ASSOCIATED WITH PERMITS SHALL BE CONSIDERED INCIDENTAL TO THE

PROJECT.

F. ALL STAGING AREA, CONSTRUCTION, AND EQUIPMENT LIGHTING MUST HAVE DOWNWARD AIMING FIXTURES.

G. NO EQUIPMENT OR PERSONNEL SHALL OPERATE OUTSIDE THE LIMITS OF CONSTRUCTION SHOWN ON SHEETS GC141 - GC148 AND AS STATED WITHIN THIS SHEET.

H. BURNING AND BLASTING IS NOT ALLOWED ON BASE PROPERTY.

ENFORCEMENT / PENALTIES:

A. THIS PROJECT INVOLVES WORK NEAR ACTIVE AIRCRAFT OPERATIONAL AREAS. ANY RUNWAY OR TAXIWAY INCURSIONS OCCURRING DURING THE PROJECT, AS DETERMINED BY THE JUDGEMENT

OF THE CONTRACTING OFFICER, MAY BE SUBJECT TO THE BELOW CORRECTIVE ACTIONS. A RUNWAY INCURSION IS "ANY OCCURRENCE AT AN AERODROME INVOLVING THE INCORRECT PRESENCE OF AN AIRCRAFT, VEHICLE OR PERSON ON THE PROTECTED AREA OF A SURFACE DESIGNATED FOR THE LANDING AND TAKE OFF OF AIRCRAFT."

B. VIOLATIONS TO BOTH THE AIRFIELD AND BASE OPERATIONS, SECURITY, OR THESE RULES AND REGULATIONS, DEPENDING UPON THE SEVERITY OF THE VIOLATION, MAY RESULT IN ONE OR

MORE OF THE FOLLOWING:

1) A VERBAL AND/OR WRITTEN WARNING

2) REVOCATION OF VEHICLE ACCESS PERMIT

3) THE CONTRACT WORK BEING STOPPED UNTIL CORRECTIVE MEASURES ARE TAKEN TO PRECLUDE A RECURRENCE OF THE VIOLATIONS. (NO TIME EXTENSION WILL BE ISSUED DUE TO A

VIOLATION.)

4) REMOVAL FROM THE PROJECT

C. THE CONTRACTOR IS RESPONSIBLE FOR ALL VIOLATIONS OF AIRFIELD AND SECURITY REGULATIONS.

D. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING CLEAR ROUTES OF ACCESS TO ACTIVE AIRPORT OPERATION AREAS FOR FIRE FIGHTING AND RESCUE EQUIPMENT AND

PERSONNEL AT ALL TIMES.

RUNWAY & TAXIWAY VISUAL AIDS--MARKING, LIGHTING, SIGNS, AND VISUAL NAVAIDS:

A. BEFORE COMMENCING CONSTRUCTION ACTIVITY, PARKING VEHICLES OR STORING CONSTRUCTION EQUIPMENT AND MATERIALS NEAR A NAVAID, COORDINATE WITH THE APPROPRIATE OFFICE

TO EVALUATE THE EFFECT OF CONSTRUCTION ACTIVITY AND THE REQUIRED DISTANCE AND DIRECTION FROM THE NAVAID.

B. INTERFERENCE FROM CONSTRUCTION EQUIPMENT AND ACTIVITIES MAY REQUIRE NAVAID SHUTDOWN OR ADJUSTMENT OF INSTRUMENT APPROACH MINIMUMS FOR LOW VISIBILITY OPERATIONS. THIS REQUIRES THAT A NOTAM BE FILED. ALL NOTAM'S TO BE FILED BY THE BASE.

C. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING MARKINGS, SIGNS, AND VISUAL NAVAID's. IF EXISTING MARKINGS, SIGNS, OR VISUAL NAVAID's ARE DAMAGED BY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL IMMEDIATELY CORRECT AS APPROVED BY THE COR AT THE CONTRACTORS EXPENSE.

D. AIRFIELD MARKINGS, LIGHTING, SIGNS, AND VISUAL NAVAIDS MUST BE CLEARLY VISIBLE TO PILOTS, NOT MISLEADING, CONFUSING OR DECEPTIVE. ALL MUST BE SECURED IN PLACE TO PREVENT MOVEMENT BY PROP WASH, JET BLAST, WING VORTICES OR OTHER WIND CURRENTS, BUT FRANGIBLE AND CONSTRUCTED OF MATERIALS THAT WOULD MINIMIZE DAMAGE TO AN AIRCRAFT IN

THE EVENT OF INADVERTENT CONTACT.

E. SHOULD THE RUNWAY BE TEMPORARILY CLOSED, THE CONTRACTOR SHALL MARK THE AFFECTED RUNWAY WITH A CLOSURE CROSS IN ACCORDANCE WITH THE CLOSURE CROSS SPECIFICATIONS FOUND IN THE PLANS. CLOSURE CROSSES SHALL REMAIN IN PLACE UNTIL NORMAL RUNWAY OPERATIONS RESUME. WHEN NECESSARY TO CLOSE, OR CHANGE THE STANDARD OPERATIONS OF A RUNWAY OR TAXIWAY, THE CONTRACTOR SHALL, THROUGH THE COR, NOTIFY THE AIRFIELD MANAGER 72 BUSINESS HOURS IN ADVANCE OF THE PROPOSED CHANGE IN

OPERATIONS. SEE "HAZARD MARKING AND LIGHTING" FOR ADDITIONAL INFORMATION.

F. THIS PROJECT EFFECTS RUNWAY NAVAIDS, THUS COORDINATION WITH THE CONTRACTING OFFICERS REPRESENTATIVE (COR) WILL BE REQUIRED. A LIST OF RESPONSIBLE PARTY REPRESENTATIVES, INCLUDING PROCEDURES FOR CONTACT AFTER HOURS, SHOULD BE OBTAINED PRIOR TO CONSTRUCTION. NAVAID's WILL BE AFFECTED DUE TO THE DISPLACED

THRESHOLD FOR PHASE 2A AND 2B, AND THE RUNWAY CLOSURE IN PHASE 3B.

SEE SHEETS GC142 TO GC148 FOR NAVAID ITEMS TO BE DE-ACTIVATED FOR EACH PHASE.

G. TEMPORARY EDGE LIGHTS AND THRESHOLD LIGHTS SHALL BE CHECKED DAILY FOR VERIFYING LIGHTS WORK PROPERLY. IF FOUND NOT WORKING, THE LIGHT SHALL BE REPLACED

IMMEDIATELY.

H. THE CONTRACTOR SHALL COORDINATE WITH AIRFIELD MANAGEMENT AND CONTRACTING OFFICER REPRESENTATIVE (COR) FOR THE DEACTIVATION OF RUNWAY 01-19 NAVAIDS, RUNWAY 01-19 APPROACH LIGHTS, ALONG WITH ALL TAXIWAYS A, B, E, G, H, L, AND K LIGHTING CIRCUITS BY DEACTIVATING CIRCUITS IN THE ELECTRICAL VAULT OR PLACEMENT OF JUMPERS SHOWN.

I. THE FOLLOWING ARE APPLICABLE STANDARDS FOR ANY TEMPORARY OR PERMANENT INSTALLATIONS OF THESE RESPECTIVE ITEMS:

PAVEMENT MARKINGS: UFC 3-260-04

AIRFIELD LIGHTING: UFC 3-535-01

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT:

A. THE CONTRACTOR SHALL DEVELOP, IMPLEMENT, AND MONITOR A FOD PREVENTION PLAN. A PERSON SHALL BE DESIGNATED BY THE CONTRACTOR TO CONTINUOUSLY MONITOR THE

PAVEMENTS, HAUL ROUTES AND ROADWAYS FOR FOD. THIS PERSON SHALL HAVE THE CAPABILITY TO ASSIGN PERSONNEL AND EQUIPMENT TO REMOVE DEBRIS OR REPAIR ROADWAYS WHEN REQUIRED IN A TIMELY MANNER DETERMINED BY THE AIRFIELD MANAGER AND COR.

B. FOD CHECK POINTS WIDE ENOUGH TO ACCOMMODATE HAULING TRAFFIC SHALL BE INSTALLED BY THE CONTRACTOR. FOD CHECKPOINT LOCATIONS SHALL BE AT BASE APPROVED LOCATIONS AND CONSIST OF STEEL PLATES, BUFFALO GRATES, OR OTHER BASE APPROVED MATERIALS. PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO ELIMINATE FOD IN THE AREA FROM THE CHECKPOINTS TO PAVED SURFACES, OR FROM CONTAMINATING SOILS BEING DEPOSITED ON APPROVED CONSTRUCTION MATERIALS. THE FOD CHECKPOINTS SHALL SUPPLEMENT TRACKING PADS AND OTHER CONTRACTOR SUPPLIED FOD CONTROL MEASURES.

C. DEBRIS SHALL NOT BE DEPOSITED ON ANY PORTION OF AN OPERATIONAL RUNWAY, TAXIWAY OR APRON. SHOULD ANY DEBRIS BE ACCIDENTALLY DEPOSITED ON ACTIVE OPERATIONAL AREAS, IT SHALL BE REMOVED IMMEDIATELY. THE CONTRACTOR SHALL NOTIFY THE BASE ESCORT OF THE NEED TO ENTER AN ACTIVE AREA FOR CLEANING FOD AND DEBRIS. THE BASE ESCORT WILL COORDINATE WITH AIRCRAFT CONTROL PERSONNEL AND PROVIDE THE CONTRACTOR WITH AN APPROVED TIME AND NOTIFICATION TO ENTER THE AREA FOR CLEANING UP FOD AND DEBRIS. THE CONTRACTORS ROAD CLEANING EQUIPMENT SHALL HAVE VACUUMING CAPABILITIES AND BE ASSIGNED TO THE PROJECT AND BE ON-SITE AT ALL TIMES. A SPARE VACUUM TRUCK SHALL BE AVAILABLE AT SHORT NOTICE, IF NEEDED.

D. PRIOR TO OPENING AIRCRAFT MOVEMENT AREAS CLOSED FOR THIS PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE ENTIRE SITE, INCLUDING ADJACENT PAVEMENTS AND HAUL ROUTES, IS CLEAR OF ANY FOREIGN OBJECT DEBRIS (FOD) AND IS ACCEPTABLE TO THE COR AND AIRFIELD MANAGER.

E. THE CONTRACTOR SHALL CONDUCT DAILY INSPECTIONS OF THE WORK AND ADJACENT AREAS FOR SAFETY AND CLEANLINESS. THE AIRFIELD OPERATIONS AND COR MAY ALSO

PERFORM DAILY INSPECTIONS THROUGHOUT THE DURATION OF THIS PROJECT.

F. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO MINIMIZE DUST DURING CONSTRUCTION OPERATIONS. IF THE COR REQUESTS DUST CONTROL IT SHALL BE APPLIED

IMMEDIATELY.

G. ALL AREAS OUTSIDE OF CONSTRUCTION LIMITS, ALONG WITH HAUL ROUTES AND HAUL ROUTES CROSSING PAVEMENT OPEN TO TRAFFIC MUST BE CLEANED BY VACUUM TRUCK AND

KEPT CLEAR OF CONSTRUCTION DEBRIS AT ALL TIMES.

MARKING AND SIGNS FOR ACCESS ROUTES:

A. PAVEMENT MARKINGS AND SIGNS INTENDED FOR CONSTRUCTION PERSONNEL SHALL CONFORM TO UFC 3-260-04, AND WITH THE MUTCD AND/OR STATE HIGHWAY

SPECIFICATIONS AS PRACTICAL.

B. ACCESS ROUTES USED BY CONTRACTOR MUST BE CLEARLY MARKED TO PREVENT INADVERTENT ENTRY TO AREAS OPEN TO AIRFIELD OPERATIONS.

C. CONTRACTOR SHALL PROVIDE "25 MPH SPEED LIMIT" SIGNS AND "HAUL ROUTE" SIGNS WHEN HAULING ON THE AIRFIELD OR BASE ROADWAYS AND TAXIWAYS. OTHER SPEED LIMITS THAT MUST BE OBSERVED ARE, 10 MPH ON ANY AIRCRAFT APRON AND 5 MPH WITHIN 100 FEET OF ANY AIRCRAFT.

D. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING BARRICADES, TEMPORARY CLOSURE CROSSES, AND ALL SIGNAGE REQUIRED ON THE AIRFIELD ALONG WITH VEHICLE TRAFFIC CONTROL NEEDED FOR VEHICLES ENTERING AND EXITING THE WORK AREA. THIS INCLUDES ALL TRAFFIC CONTROL AND ADVANCED

WARNING SIGNS REQUIRED ALONG LOCAL ROADWAYS PER MDOT AND CITY STANDARDS.

E. USE HIGHLY REFLECTIVE BARRICADES WITH LIGHTS TO CLOSE TAXIWAYS LEADING TO CLOSED RUNWAYS. CLOSE RUNWAY/TAXIWAY INTERSECTIONS WITH BARRICADES EVEN FOR SHORT

(TEMPORARY) CLOSURES.

F. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MOVEMENT OF BARRICADES BETWEEN PHASES, OR AS OTHERWISE CRITICAL TO AIRFIELD OPERATIONS. ALL BARRICADE LIGHTS AND TEMPORARY TAXIWAY EDGE LIGHTS MUST BE CHECKED NIGHTLY, AND REPLACED WHEN FOUND BY THE CONTRACTOR IF NOT FUNCTIONING.

G. LIGHTED RUNWAY CLOSURE CROSSES SHALL BE USED FOR PHASES 2A, 3A, 3B AT EACH END OF THE RUNWAY 01-19 WHEN PLACING AND REMOVING THE RUNWAY DISPLACED THRESHOLD OR

WHEN THE RUNWAY IS REQUIRED TO BE CLOSED.

H. THE FREE ZONE DEMARCATION PER THE INDIVIDUAL PHASES WILL UTILIZE SILT FENCING PLACED AT THE MINIMUM DISTANCE FROM THE RUNWAY CENTERLINE OF 300 FEET OR 10 FEET FROM

THE GRADING LIMITS.

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GC153

RED FLASHING LIGHT

TYP.

BARRICADE NOTES:

1) BARRICADES TO BE CHECKED DAILY FOR PLACEMENT, WATER LEVEL, AND IF LIGHTS ARE WORKING. CONTRACTOR SHALL FIX

ISSUES IMMEDIATELY WHEN FOUND. IF REQUIRED, BARRICADES SHALL BE WEIGHTED BY SANDBAGS OR OTHER MEANS TO KEEP BARRICADE STATIONARY AND PREVENT MOVEMENT FROM WIND OR JET BLAST. SAND BAGS TO BE USED BY APPROVAL OF THE

AIRFIELD MANAGER AND COR.

MIN. 6" ORANGE

REFLECTIVE STRIPES

WATER RELEASE VALVE

RED FLASHER

2) LOW PROFILE BARRIER AC150/5370-2G 18" HEIGHT. UV RESISTANT POLYETHYLENE WATER FILLED, 8' LENGTH, ORANGE AND WHITE, WITH FLASHING SOLAR OR BATTERY POWERED LIGHTS.

8' +/-

18" MAX

INCLUDING LIGHT

3) BARRICADES TO BE SPACED WITH GAPS AT A MAXIMUM OF 10 FEET. COORDINATE WITH THE COR AND BASE AIRFIELD MANAGER ALL

LOCATIONS, LAYOUTS AND SPACING IN BARRICADES AT EACH LOCATION.

4) LIGHTS TO BE 5 CANDELAS MIN. WITH CAPABILITY TO FLASH FROM 55 TO 160 FLASHES PER MINUTE.

5) CONTRACTOR FURNISHED LOW PROFILE BARRICADES TO BE PLACED AT LOCATIONS SHOWN AND APPROVED BY THE AIRFIELD

MANAGER THROUGH THE COR.

6) BARRICADES ARE TO BE IN PLACE AT ALL TIMES. TEMPORARY RELOCATION OF BARRICADES AHEAD OR BEHIND AREA OF WORK IS

ALLOWED W/ APPROVAL BY THE AIRFIELD MANAGER. THE AIRFIELD MANAGER & COR SHALL APPROVE ALL CLOSURES OR CHANGES

TO AIRFIELD OPERATIONS.

7) BARRICADES TO BE MAINTAINED UNTIL THE COMPLETION OF WORK AND CHECKED DAILY TO CONFIRM GOOD WORKING CONDITION.

8) ALL TEMPORARY TRAFFIC CONTROL AND BARRICADES, ALONG WITH ALL OTHER SIGNAGE TO BE FURNISHED BY THE CONTRACTOR.

BARRICADE BARRICADE

MAX 10-FOOT SPACING

8 FEET +/-

NOTE:

1. LIGHTED PORTABLE CLOSURE CROSSES ARE REQUIRED FOR THE CLOSURE OF RUNWAYS.

THE CONTRACTOR WILL BE RESPONSIBLE FOR SUPPLYING, SETTING UP, AND MAINTAINING

(FUEL, OIL, LIGHT BULBS, ETC.) ALL THE CLOSURE CROSSES FOR THE PROJECT. CROSSES

SHALL BE PLACED WHERE SHOWN ON PLANS OR AS DIRECTED BY THE AIRFIELD MANAGER.

2. CONTRACTOR SHALL CHECK DAILY FOR SUFFICIENT FUEL AND THAT LIGHTS ARE WORKING.

IF A LIGHT IS FOUND NOT WORKING, IT SHALL BE REPLACED IMMEDIATELY.

POWER SUPPLY

AVIATION YELLOW

TRAILER

MOUNTED

CLOSURE

CROSS

FLASHING LIGHT

16 MINIMUM (4 PER ARM)

EXISTING EDGE OF…