16J_Dawson Runway Pvmt Rehab_Plan Set.pdf

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CALL : 811 FOR LOCATION OF UNDERGROUND

TELEPHONE, ELECTRIC, GAS MAINS, CABLE AND

AIRPORT UTILITIES.

NOTE: EXISTING UNDERGROUND AND OVERHEAD

UTILITIES AND DRAINAGE STRUCTURES HAVE BEEN

PLOTTED FROM AVAILABLE INFORMATION AND

THEREFORE, THEIR LOCATIONS MUST BE

CONSIDERED APPROXIMATE ONLY. IT IS THE

RESPONSIBILITY OF THE INDIVIDUAL CONTRACTORS

TO EXACTLY LOCATE AND PROTECT EACH EXISTING

UTILITY BEFORE AND DURING ACTUAL

CONSTRUCTION.

PRIOR TO CONSTRUCTION:

100% SUBMITTAL

No Scale

VICINITY MAP

DAWSON MUNICIPAL AIRPORT

(16J)

DAWSON, GEORGIA

RUNWAY 14/32 PAVEMENT

REHABILITATION

PROJECT LIMITS

DAWSON

MUNICIPAL

AIRPORT(16J)

GDOT PID: T007948

APXXX-XXXX-XX(XXX)

GA 82

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TERRELL COUNTY AIRPORT AUTHORITY

MARL HALBROOK - CHAIRMAN

2678 ALBANY HWY

DAWSON, GA 39842

PHONE: (229)-869-8853

EMAIL: BHALBROO@PHOEBEHEALTH.COM

PROJECT DESIGN TEAM:

CIVIL: BENESCH

600 PEACHTREE STREET NE - SUITE 2410

ATLANTA, GEORGIA 30308

706-722-4114

ALL MATERIALS USED SHALL BE IN ACCORDANCE WITH GEORGIA DEPARTMENT OF

TRANSPORTATION, STATE OF GEORGIA, STANDARD SPECIFICATIONS CONSTRUCTION OF

TRANSPORTATION SYSTEMS, 2021 EDITION AND/OR IN ACCORDANCE WITH APPLICABLE FAA

SPECIFICATIONS, OR BY SPECIAL PROVISION.

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ISSUED FOR BIDDING - APRIL 2025

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GENERAL NOTES

1. SITE CONDITIONS: CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE AND

SURROUNDING AREAS IN A CLEAN NATURE.

2. SAFETY REQUIREMENTS: THE CONTRACTOR SHALL COMPLETE ALL WORK IN

ACCORDANCE WITH THE FAA ADVISORY CIRCULAR 150/5370-2G, OR CURRENT

VERSION, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION" AND THE

CSPP DOCUMENTS. THE CONTRACTOR IS ADVISED THAT CERTAIN RULES AND

RESTRICTIONS, AS CONTAINED IN THIS ADVISORY CIRCULAR AND AUGMENTED BY

THESE PLANS AND SPECIFICATIONS, WILL APPLY TO THIS WORK. THE CONTRACTOR

SHALL BECOME FAMILIAR WITH ALL REQUIREMENTS APPLICABLE TO AIRPORT

CONSTRUCTION AND COOPERATE WITH THE ENGINEER AND OWNER IN

MAINTAINING A SAFE CONSTRUCTION SITE WHICH IS COMPATIBLE WITH AIRCRAFT

AND AIRPORT OPERATIONS.

3. CSPP PLAN CHANGES: ANY PROPOSED CHANGES TO THE APPROVED 7460 SHEETS

SHALL BE SUBMITTED AT LEAST 7 CALENDAR DAYS IN ADVANCE OF THE START OF

THE PHASE TO THE ENGINEER FOR REVIEW AND COORDINATION WITH THE OWNER

AND THE AIRPORT. AIRPORT AND OWNER APPROVAL IS REQUIRED PRIOR TO

CHANGING ANY AIRPORT SAFETY FEATURES. CHANGES MAY REQUIRE ADDITIONAL

FAA REVIEW AND DETERMINATION, WHICH CAN TAKE 90-120 DAYS.

4. SAFETY PLAN COMPLIANCE DOCUMENT (SPCD): THE CONTRACTOR SHALL SUBMIT

A SPCD AS DESCRIBED IN ADVISORY CIRCULAR 150/5370-2G (OR CURRENT

VERSION). THIS PLAN SHALL BE SUBMITTED AT LEAST 10 DAYS PRIOR TO THE

PRE-CONSTRUCTION CONFERENCE.

5. CONTRACTOR VEHICLES: ALL CONTRACTOR VEHICLES AND EQUIPMENT OPERATING

ON THE AOA SHALL MEET THE REQUIREMENTS OF THE CSPP DOCUMENTS

INCLUDING, DISPLAY FLASHING AMBER DOME TYPE LIGHT OR ORANGE/WHITE, 3' X

3' MINIMUM CHECKERBOARD FLAG (DAY ONLY).

6. SITE ACCESS: THE CONTRACTOR'S ACCESS TO THE SITE IS LIMITED TO THE

LOCATIONS AS SHOWN ON THE PLANS. ACCESS VIA ANY OTHER ROUTES OR GATES

NOT SHOWN ON THE PLANS WILL REQUIRE PRIOR APPROVAL BY THE

OWNER/AIRPORT.

7. AIRCRAFT TRAFFIC: THE CONTRACTOR IS ADVISED THAT AIRPORT TAXIWAY,

RUNWAY, AND RAMPS WILL BE ACTIVE DURING THIS CONTRACT. CONTRACTOR

WILL BE EXPECTED TO CONDUCT THE WORK SUCH THAT THE SAFETY OF AIRPORT

OPERATIONS IS NOT DEGRADED AND THAT AIRCRAFT FLOW (PER THE CSPP) IS

MAINTAINED WHEN RUNWAY IS OPEN. CONTRACTORS ARE FURTHER ADVISED,

AND SHALL ACCEPT AS AN IMPORTANT CONSIDERATION OF THE WORK, THAT THE

MAINTENANCE OF SAFE AND EFFICIENT AIRCRAFT OPERATIONS IS AN INTEGRAL

PART OF THE WORK. ALL CONSTRUCTION INTERFACE WITH AIRCRAFT PAVEMENTS,

TAXIWAY CROSSINGS, AND SECURITY REQUIREMENTS AS CONTAINED IN FAA

ADVISORY CIRCULAR 150/5370-2 (LATEST ADDITION) WILL APPLY.

8. AIRCRAFT MOVEMENT AREAS: NO VEHICLES ARE GIVEN CLEARANCE TO CROSS A

RUNWAY, TAXIWAY, OR ANY OTHER AREA OPEN TO AIRPORT OPERATIONS

(MOVEMENT AREA). ANY WORK REQUIRING ACCESS TO OR ADJACENT TO A

MOVEMENT AREA MUST BE COORDINATED IN ADVANCE WITH THE TERRELL

COUNTY AIRPORT AUTHORITY.

9. RADIO MONITORING: WHILE THE CONTRACTOR IS NOT REQUIRED TO MONITOR

LOCAL AIRCRAFT RADIO COMMUNICATIONS DURING WORK FOR THIS PROJECT, IT

IS HIGHLY RECOMMENDED AS PRESCRIBED IN AC 150/5370-2G 2-9.2.9.

10. EMERGENCY ACCESS: CONTRACTOR SHALL COORDINATE HIS/HER ACTIVITIES

THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO

ALL RUNWAYS, TAXIWAY, APRONS, AND BUILDING FACILITIES AT ALL TIMES

WITHOUT DELAY TO EMERGENCY VEHICLES RESPONSE TIME.

11. GATE: CONTRACTOR SHALL SECURE GATES WHEN NOT IN USE.

12. CONSTRUCTION EQUIPMENT NEAR RUNWAY: RUNWAY SHALL BE CLOSED WHEN

WORK IS BEING PERFORMED NEAR RUNWAYS OR RUNWAY CRITICAL AREAS. NO

CONTRACTOR EQUIPMENT SHALL BE PERMITTED WITHIN THE RUNWAY SAFETY

AREA WHEN WORKING ON TAXIWAY 'A' OR 'B'.

13. CONSTRUCTION EQUIPMENT NEAR TAXIWAYS: NO CONTRACTOR EQUIPMENT

SHALL BE PERMITTED WITHIN 44.5' FROM THE CENTERLINE OF A TAXIWAY WHILE

THE TAXIWAY IS ACTIVE.

14. CONSTRUCTION EQUIPMENT NEAR AIRCRAFT OPERATIONS: CONSTRUCTION

EQUIPMENT SHALL REMAIN WITHIN THE STAGING AREA AS SHOWN ON THE PLANS

WHEN NOT IN USE.

15. FOD & PAVEMENT CLEANING BROOM: CAUTION SHALL BE TAKEN BY THE

CONTRACTOR IN PREVENTING ANY DUST, MUD OR OTHER FOREIGN OBJECTS AND

DEBRIS (FOD) WHICH MAY BECOME A HAZARD TO AIR AND GROUND OPERATIONS.

THE CONTRACTOR SHALL CONTROL DUST, MUD AND FOD AT ALL TIMES AND MAY

REQUIRE FULL TIME OPERATION OF WATER TRUCKS OR SWEEPERS. THE

CONTRACTOR SHALL MAINTAIN A FULLY FUNCTIONAL STREET BROOM (BROCE

350-96" BROOM, VIRNIG 96" BOBCAT ATTACHMENT ANGLE BROOM, OR

APPROVED EQUAL) ON SITE AND AVAILABLE AT ALL TIMES TO CLEAN ALL

PAVEMENT BEFORE ANY PAVEMENT IS OPEN TO AIRCRAFT, NO SEPARATE

MEASUREMENT OR PAYMENT FOR CLEANING. INCLUDE IN OVERALL COST OF

PROJECT. CLEANING EQUIPMENT SHALL STAY ON PAVEMENTS, AT ALL TIMES, TO

ENSURE MUD AND OTHER DEBRIS ARE NOT DEPOSITED ON WHEELS OF

EQUIPMENT TO BE UTILIZED FOR CLEANING PAVEMENTS. THE SWEEPER SHALL BE

OPERATED DAILY TO KEEP ALL PAVEMENTS TRAVERSED BY THE CONTRACTOR

EQUIPMENT CLEAN OF FOD. AT THE CONCLUSION OF EACH DAYS WORK PERIOD

ALL PAVEMENTS WILL BE INSPECTED BY THE RPR FOR FOD BEFORE THE

CONTRACTOR WILL BE ALLOWED TO LEAVE THE JOB SITE. IF, IN THE OPINION OF

THE AIRPORT OR THE RPR, DUST, MUD, OR FOD IS NOT BEING CONTROLLED, THEY

MAY SUSPEND WORK AND MAKE NECESSARY ARRANGEMENTS FOR DUST OR MUD

CONTROL.

16. CONTRACTOR CONSTRUCTION SCHEDULE: THE CONTRACTOR SHALL SUBMIT A

TWO WEEK ROLLING SCHEDULE FOR DAILY WORK. THE SCHEDULE MUST BE

REVIEWED BY THE ENGINEER AND OWNER PRIOR TO THE START OF WORK. IF

SCHEDULE REVISIONS ARE REQUIRED, AT LEAST 72 HOURS ADVANCE NOTICE TO

THE ENGINEER AND OWNER IS REQUIRED FOR APPROVAL. DUE TO WEATHER,

WIND DIRECTION, OR UNFORESEEN EMERGENCIES, THE CONTRACTOR MAY BE

REQUIRED TO VACATE ANY GIVEN AREA AT SHORT NOTICE.

17. WORKING HOURS: CONTRACTOR MAY PERFORM WORK OPERATIONS FROM DAWN

TO DUSK.

18. NIGHT WORK: NO NIGHT WORK SHALL BE PERFORMED DURING THE

CONSTRUCTION OF THIS PROJECT.

19. CALENDAR DAY VIOLATIONS: THE CONTRACTOR AND SUBCONTRACTOR(S) SHALL

PERFORM WORK IN A TIMELY MANNER AS AGREED TO WITH OWNER. AS AGREED

UPON, LIQUIDATED DAMAGES FOR THE TOTAL PROJECT ARE TO BE $500/

CALENDAR DAY FOR PHASES 1 AND 2, AND $1,000/CALENDAR DAY FOR PHASE 3.

THE ALLOWED CONSTRUCTION TIME IS TO BE 69 CALENDAR DAYS.

20. QUALITY CONTROL PLAN: THE CONTRACTOR IS NOT REQUIRED TO PRESENT A

QUALITY CONTROL PLAN FOR THE PROJECT; HOWEVER, IT IS STRONGLY

ENCOURAGED IN THE EVENT OF QUALITY ASSURANCE DIFFERENCES.

21. EXISTING INFRASTRUCTURE DAMAGE AND PHOTO LOG: THE CONTRACTOR SHALL

PROTECT EXISTING INFRASTRUCTURE AND EQUIPMENT WHICH IS NOT

DESIGNATED FOR DISPOSAL. THE CONTRACTOR, AT NO COST TO THE OWNER

AND/OR AIRPORT, SHALL REPAIR ANY DAMAGE TO EXISTING PAVEMENT, TURF,

CABLES, UTILITIES AND INCIDENTALS THAT ARE DUE TO THE CONTRACTORS

OPERATIONS. PRIOR TO ANY CONSTRUCTION OR HAULING ACTIVITIES, THE

CONTRACTOR SHALL MAKE A PHOTO/VIDEO LOG OF EXISTING CONDITIONS OF ALL

EXISTING PAVEMENTS, TURF, UTILITIES, ETC. THAT MAY BE AFFECTED BY THE

CONTRACTOR'S OPERATIONS. LOADED TRUCKS SHALL HAVE WEIGHT LIMITS TO

PROTECT EXISTING PAVEMENTS. ANY CONTRACTOR CLAIMS STATING DAMAGE

WAS PRE-EXISTING PRIOR TO THE START OF CONSTRUCTION MUST BE SUPPORTED

WITH CONTRACTOR PHOTOS FROM THEIR PHOTO LOG. ALL PHOTOS MUST BE

DATE STAMPED AND OF AN ADEQUATE QUALITY TO DETERMINE PRE-EXISTING

CONDITIONS.

22. SURVEY REQUIREMENTS & CONSTRUCTION STAKING: THE CONTRACTOR SHALL

PROVIDE ALL SURVEY CONTROL, ELEVATIONS, EXISTING GRADES AND ETC. PRIOR

TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES EXCEEDING SIX INCHES

FROM ELEVATIONS ON PLANS SHALL BE REPORTED TO THE RPR PRIOR TO

BEGINNING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL

CONSTRUCTION STAKING AS DESCRIBED ON THE PLANS AND IN THE

SPECIFICATIONS, WHERE APPLICABLE.

23. PERMITS/LICENSES/INSPECTIONS: ALL PERMITS, LICENSES, INSPECTIONS AND

ARRANGEMENTS REQUIRED FOR THE WORK UNDER THE CONTRACT SHALL BE

OBTAINED BY THE CONTRACTOR AT THEIR EXPENSE AND INCLUDED IN THE COST

OF THE PROJECT. ANY ELECTRICAL WORK REQUIRED BY THE PROJECT SHALL MEET

THE CURRENT FEDERAL, STATE AND LOCAL ELECTRICAL CODES AS APPLICABLE. THE

CONTRACTOR SHALL FAMILIARIZE THEMSELVES AND ARRANGE TO COMPLY WITH

ALL REQUIREMENTS AS TO PERMITS, FEES, CODES AND ORDINANCES, ETC.

24. TEMPORARY CONSTRUCTION EQUIPMENT, HEIGHT, HEIGHT RESTRICTIONS:

OWNER/AIRPORT TO ISSUE PROPER NOTAMS AND 7460-1 FORMS FOR

TEMPORARY WORK AREAS FOR AN EQUIPMENT /WORK AREA HEIGHT OF 25 FEET,

INCLUDING WORK IN THE AIRSPACE. ALL CONSTRUCTION EQUIPMENT

ANTICIPATED TO BE GREATER THAN 25 FEET IN HEIGHT (SUCH AS CRANES,

CONCRETE PUMPS, ETC.), SHALL NOT BE USED UNLESS AN FAA FORM 7460-1

DETERMINATION LETTER HAS BEEN ISSUED FOR SUCH EQUIPMENT. REFERENCE

THE 7460 SHEETS AND CONTRACT DOCUMENTS. CONTRACTOR SHALL SUBMIT TO

ENGINEER EQUIPMENT MAXIMUM EXTENSION HEIGHT FOR EQUIPMENT TO BE

USED AFTER THE CONTRACT IS EXECUTED.

25. FAA EQUIPMENT: NO FAA CABLE LOCATES AND/OR EQUIPMENT RELOCATION IS

REQUIRED FOR THIS PROJECT. ENGINEER WILL COORDINATE WITH FAA FOR

ADDITIONAL SUBMITTALS AND APPROVAL.

26. RUNWAY/TAXIWAY LIGHTING AND SIGNAGE: CONTRACTOR TO COVER TAXIWAY

LIGHTS AND APPLICABLE SIGNAGE DURING PHASE I AND II WHEN TAXIWAY 'A' AND

TAXIWAY 'B' ARE TO BE CLOSED. AIRFIELD TO BE CLOSED DURING RUNWAY WORK

AND ALL LIGHTING AND SIGNAGE TO BE TURNED OFF.

27. UTILITIES: NO TOPOGRAPHIC SURVEY DEPICTING EXISTING CONDITIONS WAS

PROVIDED AS PART OF THESE PLANS. AERIAL INFORMATION WAS USED AND MAY

NOT INCLUDE ALL UTILITIES, UNDERGROUND STRUCTURES, OR EXISTING FEATURES

AT THE SITE. CONTRACTOR MUST CONTACT 811 AND/OR A PRIVATE UTILITY

LOCATE BEFORE START OF CONSTRUCTION AND, UNLESS OTHERWISE SPECIFIED,

MAINTAIN ALL UTILITY LINES IN OPERATION. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO PERFORM INSPECTION AND UTILITY LOCATIONS SERVICES,

INCLUDING PRIVATE UTILITY LOCATE, BEFORE DISTURBING THE SITE. ANY

DAMAGES TO EXISTING UTILITIES, STRUCTURES, SURVEY MONUMENTS OR

FEATURES THAT ARE TO REMAIN, INCLUDING THOSE NOT SHOWN ON THE PLANS,

SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL

EXERCISE EXTREME CAUTION WHEN EXCAVATING IN AREAS OF EXISTING UTILITIES.

THE CONTRACTOR SHALL MARK EXISTING UTILITIES IN ADVANCE OF EXCAVATION

IN ALL AREAS. THE LOCATION OF ANY UTILITIES SHOWN ON THE PLANS IS

APPROXIMATE ONLY, AND DEPTHS MAY NOT BE KNOWN. THE CONTRACTOR MAY

BE REQUIRED TO HAND DIG IN AREAS WHERE EXACT UTILITY LOCATIONS ARE NOT

KNOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING AND/OR

REPAIRING DAMAGE TO ALL UTILITIES AND AIRPORT PROPERTY CAUSED BY ITS

OPERATIONS AND/OR THE SUBCONTRACTOR'S OPERATIONS. STAGING AREAS MAY

OR MAY NOT HAVE UTILITIES. ANY UTILITIES REQUIRED BY THE CONTRACTOR

SHALL BE COORDINATED WITH THE UTILITY COMPANIES AND SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

28. STAGING AREAS, STOCKPILES, AND HAUL ROADS: LOCATIONS OF STAGING AREAS,

STOCKPILES, AND HAUL ROADS SHALL BE AS SHOWN ON THE PLANS, UNLESS

OTHERWISE APPROVED BY THE OWNER/AIRPORT. ALL STAGING AREA

PREPARATION AND RESTORATION WORK FOR THE STAGING AND STOCKPILE AREAS

SHALL BE IN THE OVERALL PROJECT COST. CONTRACTOR CONSTRUCTION

EQUIPMENT SHALL BE STORED IN THE DESIGNATED CONTRACTOR'S OPERATIONS

AND STORAGE AREA. ALL EQUIPMENT SHALL BE RETURNED TO THE CONTRACTORS

STAGING AREA AT THE END OF EACH WORK DAY AND LOWERED TO ITS LOWEST

POSITION POSSIBLE.

29. SPECIFICATIONS: ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS OR, IF NOT ADDRESSED IN THE PROJECT SPECIFICATIONS,

THE LATEST EDITION OF STANDARD SPECIFICATIONS FOR THE GDOT AND/OR FAA

30. SANITARY PROVISIONS: CONTRACTOR SHALL PROVIDE TEMPORARY ON-SITE

TOILET FACILITIES AT ALL TIMES, AS REQUIRED FOR CONSTRUCTION PERSONNEL.

31. PAY ITEMS: THE PROJECT PAY ITEMS PROVIDED ARE TO BE INCLUSIVE OF ALL

WORK TO BE PERFORMED AS SHOWN IN THESE PLANS. ALL WORK NOT IDENTIFIED

WITH A SPECIFIC PAY ITEM IS TO BE CONSIDERED REQUIRED/INCIDENTAL WORK TO

COMPLETE THE PROJECT AND IS TO BE INCLUDED IN THE COST OF PROJECT PAY

ITEMS PROVIDED.

32. SHOP DRAWINGS: COMPLETE SHOP DRAWINGS ARE REQUIRED FOR ALL

MATERIALS PROPOSED TO BE INCORPORATED IN THE WORK. DRAWINGS AND

LISTING SHALL BE SUBMITTED IMMEDIATELY AFTER THE CONTRACT IN EXECUTED.

NO EQUIPMENT OR MATERIALS SHALL BE INCORPORATED INTO THE WORK UNTIL

REVIEWED BY THE ENGINEER. PER GENERAL PROVISIONS SECTION 60-01, ALONG

WITH ALL SHOP DRAWING SUBMITTALS THE CONTRACTOR SHALL SUBMIT A

"CONTRACTOR SHOP DRAWING COVER PAGE". THE CONTRACTOR MAY

'HAND-WRITE' IN THE REQUIRED INFORMATION. THE ENGINEER WILL NOT REVIEW

SHOP DRAWING SUBMITTALS THAT ARE NOT ACCOMPANIED WITH THE SHOP

DRAWING COVER PAGE

33. AVAILABILITY OF MATERIALS: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

MAKE ALL ARRANGEMENTS PERTINENT TO THE ACQUISITION, PURCHASE, AND

DELIVERY OF ALL MATERIALS TO BE USED IN THE CONSTRUCTION.

34. MATERIAL REFERENCES: REFERENCES IN THESE PLANS AND SPECIFICATIONS TO

ANY MATERIAL OR METHOD OF CONSTRUCTION BY PROPRIETARY NAME, MAKE,

OR CATALOG NUMBER IS DONE TO ESTABLISH A STANDARD OF QUALITY AND NOT

TO LIMIT COMPETITION. THE CONTRACTOR MAY, AT HIS/HER OPTION, USE ANY

OTHER MATERIAL, SYSTEM, OR METHOD OF CONSTRUCTION, WHICH IN THE

JUDGEMENT OF THE ENGINEER, EXPRESSED IN WRITING, IS EQUAL TO THAT

NAMED. TO RECEIVE CONSIDERATION OF SUBSTITUTION, FULL INFORMATION

MUST BE FURNISHED TO ENSURE THAT NO REDESIGN OF THE PROJECT WILL BE

NECESSARY.

35. CONSTRUCTION VEHICLES ON PAVEMENT TO REMAIN: ONLY APPROVED

RUBBER-TIRED CONSTRUCTION EQUIPMENT WILL BE PERMITTED ON AIRFIELD

PAVEMENTS THAT ARE TO REMAIN. SHOULD THE CONTRACTOR DAMAGE ANY

EXISTING PAVEMENT THAT IS TO REMAIN, THE CONTRACTOR SHALL REPLACE THE

PAVEMENT AT NO EXPENSE TO THE OWNER. CONTRACTOR INSURANCE POLICY

SHALL COVER $5,000,000 IN VEHICLE COVERAGE.

36. REMOVAL ITEMS: ALL ITEMS DESIGNATED FOR REMOVAL SHALL BECOME THE

PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. CONTRACTOR SHALL

BE RESPONSIBLE FOR COMPLYING WITH STATE AND FEDERAL DISPOSAL

REQUIREMENTS. IF APPLICABLE, THE CONTRACTOR SHALL REFLECT SALVAGE

VALUES IN THEIR BID.

37. AIRPORT PAVEMENTS: ANY PAVEMENT UTILIZED BY THE CONTRACTOR FOR HAUL

ROUTES SHALL BE RESTORED (I.E. REPAIR DAMAGE, ADD ROCK SURFACING,

TOUCH-UP MARKINGS, ETC.) TO THEIR ORIGINAL CONDITION AT THE COMPLETION

OF THE PROJECT. THE CONTRACTOR SHALL CLEAN ALL AIRPORT PAVEMENT(S)

AFFECTED BY CONSTRUCTION OPERATIONS.

38. SITE RESTORATION: ALL TEMPORARY FACILITIES, INCLUDING BUT NOT LIMITED TO,

STAGING AREAS, STOCKPILES, HAUL ROADS, AND PARKING SHALL BE COMPLETELY

REMOVED FROM THE SITE AT THE COMPLETION OF THE PROJECT AND DISTURBED

AREAS OF THE SITE SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR

BETTER. IF AREAS ARE LOCATED ON EXISTING TURF, AND AGGREGATE IS USED TO

PROVIDE ALL WEATHER CONDITIONS, THE AGGREGATE SHALL BE REMOVED AND

TOPSOIL PLACED. ADDITIONAL TOPSOIL SHALL BE IMPORTED AS NEEDED TO

PROVIDE AN ADEQUATE SEED BED. TURF DAMAGE SHALL BE FINE GRADED (TO

PROVIDE POSITIVE DRAINAGE), SEEDED, MULCHED, AND FERTILIZED IN

ACCORDANCE WITH CONSTRUCTION SPECIFICATIONS. SEEDING AND MULCHING

SHALL BE PAID FOR AS A PORTION OF THE TOTAL PROJECT COST.

39. CSPP VIOLATIONS: THE CONTRACTOR AND SUBCONTRACTOR(S) PERSONNEL SHALL

REMAIN IN WORK AREA LIMITS. THE PENALTY FOR NON-COMPLIANCE WITH

SAFETY PLAN PROVISIONS WILL RESULT IN THE FOLLOWING FOR EACH PERSONNEL:

A. 1ST OFFENSE: WARNING

B. 2ND OFFENSE: $500 FINE

C. 3RD OFFENSE: $1,000 FINE

D. 4TH OFFENSE: REMOVAL FROM PROJECT

TERRELL COUNTY AIRPORT AUTHORITY GENERAL NOTES:

1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE

GENERAL NATURE OF ORIGINAL CONDITIONS IN THE VICINITY OF THE PROPOSED

CONSTRUCTION AREA PRIOR TO BIDDING.

2. THE CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, AND

TRANSPORTATION NECESSARY TO CONSTRUCT ALL ELEMENTS OF THIS PROJECT AS

DESCRIBED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. THE PROJECT PAY

ITEMS ARE INTENDED TO BE INCLUSIVE OF ALL WORK TO BE PERFORMED AS SHOWN

IN THESE PLANS. ALL INCIDENTAL WORK TO COMPLETE THE PROJECT SHALL BE

INCLUDED IN THE COST OF PERFORMING THE VARIOUS ITEMS OF WORK.

3. THE CONTRACTOR SHALL PROTECT-IN-PLACE ALL FEATURES LOCATED WITHIN THE

CONSTRUCTION AREAS, UNLESS OTHERWISE NOTED.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN THE FIELD

AND, IN THE EVENT OF DISCREPANCY, REPORT SUCH DISCREPANCY TO THE

ENGINEER.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH NATIONAL

POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PREVENTION PLAN

(SWPPP) FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.

6. ANY WORK PERFORMED WITHOUT WRITTEN APPROVAL OF THE ENGINEER AND/OR

ALL WORK AND MATERIAL NOT IN CONFORMANCE WITH THE PLANS AND

SPECIFICATIONS IS SUBJECT TO REMOVAL AND REPLACEMENT AT CONTRACTOR'S

EXPENSE.

PROJECT SCOPE:

1. THE INTENT OF THIS PROJECT IS TO

PERFORM JOINT AND CRACK REPAIR,

FOLLOWED BY PAVING OF A CRACK RELIEF

INTERLAYER (1 INCH) AND ASPHALT

PAVEMENT OVERLAY (2 INCHES).

2. PLAN AND PROFILE SHOWN ON PLANS

ARE FOR REFERENCE ONLY. CONTRACTOR

TO SURVEY EXISTING RUNWAY AND

TAXIWAYS AND SUBMIT TO ENGINEER

FOR VERIFICATION PRIOR TO BEGINNING

WORK.

3. FINAL RUNWAY AND TAXIWAY

ELEVATIONS SHALL BE APPROXIMATELY

3" HIGHER THAN EXISTING CENTERLINE

ELEVATIONS, EXCEPT WHERE TYING INTO

EXISTING APRON. CONTRACTOR TO

SURVEY EXISTING ELEVATIONS AT TIE IN

AND PROVIDE TO ENGINEER PRIOR TO

BEGINNING WORK. CONTRACTOR TO

SURVEY FINAL ELEVATIONS AND PROVIDE

TO ENGINEER. COST TO BE INCLUDED

UNDER "SITE PREPARATION AND

MOBILIZATION".

SHEET LIST TABLE

SHEET NO. DRAWING NO. SHEET TITLE

GENERAL (G)

1 G-1 COVER SHEET

2 G-2 GENERAL NOTES & INDEX

3 G-3 GENERAL LEGEND & SUMMARY OF QUANTITIES

4 G-4 PROJECT CONTROL PLAN

5 G-5 BORE LOGS - SHEET 1

6 G-6 BORE LOGS - SHEET 2

CONST. SAFETY & PHASING PLANS (CSPP)

7 CSPP-1 CONSTRUCTION SAFETY PHASING PLAN - PHASE I & II

8 CSPP-2 CONSTRUCTION SAFETY PHASING PLAN - PHASE III

9 CSPP-3 CONSTRUCTION SAFETY & PHASING PLAN - DETAILS

10 CSPP-4 CONSTRUCTION SAFETY & PHASING PLAN - NOTES SHEET 1

11 CSPP-5 CONSTRUCTION SAFETY & PHASING PLAN - NOTES SHEET 2

EXISTING CONDITIONS & REMOVALS (XR)

12 XR-1 EXISTING CONDITIONS & REMOVALS - SHEET 1

13 XR-2 EXISTING CONDITIONS & REMOVALS - SHEET 2

14 XR-3 EXISTING CONDITIONS & REMOVALS- SHEET 3

15 XR-4 EXISTING CONDITIONS PHOTOS

PAVING (P)

16 P-1 PAVING PLAN - SHEET 1

17 P-2 PAVING PLAN - SHEET 2

18 P-3 PAVING PLAN - SHEET 3

19 P-4 TYPICAL SECTIONS

MARKING (M)

20 M-1 MARKING PLAN - SHEET 1

21 M-2 MARKING PLAN - SHEET 2

22 M-3 MARKING DETAILS

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GENERAL LEGEND

Construction Note

Existing Aircraft Tiedown

Existing Guardpost/Bollard

Existing Road Sign

Existing Storm Sewer Inlet

Existing Storm Sewer Manhole

Existing Monitoring Well

Existing Electrical Handhole

Existing Electrical Pullbox

Existing Electrical Pedestal

Existing Light Pole

Existing Duct Marker

NOTE: Sheets With Legends Supplement The General Legend

C-1

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GAS

Existing Water Manhole

Existing Water Hydrant

Existing Water Valve

Existing Sanitary Sewer Cleanout

Existing Sanitary Sewer Manhole

Existing Gas Meter

Existing Gas Valve

Existing Telephone Manhole

Existing Telephone Pedestal

Control Point

Pavement Bore Locations

Existing Lease Line

Existing Fence Line

Existing Storm Sewer

Existing Sub-Drain

Existing Underground Electrical Line

Existing Water Line

Existing Sanitary Line

Existing Gas Line

Existing Telephone Line

Existing Contours

Photo Location Callout

320.0

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I S

I O

N S

D A

T E

A l f r e d

B e n e s c h o m p a n y

P e a c h t r e e

S t r e e t

N

E

S u i t e

A t l a n t a

G e o r g i a

D A

W S

M

U N

I C

I P

A L

A I R

P O

R T

J

D A

W S

O N

G

E O

R G

I A

J o b

N o

ABBREVIATIONS

AOA

AC

APPROX

ARFF

ASTM

AWOS

AWWA

BOC

BLDG

BM

C&G

CB

CF

CFS

CI

CL

CMP

CO

CONC

CY

16J

DDI

DI

DIA

DIP

DOT

DWCB

DWG

E

EOP

ELEV

EQUIP

ESMT

EX/EXIST

FAA

FES

FF OR FFE

FH

FM

FOD

FT

G

GAL

GI

HDPE

HH

HORZ

HP

HW

HYD

ID

IE

IN

INV

IPF

IPS

JB

L

LF

LP

M

MAX

MECH

MES

MH

MIN

MM

MON

MUTCD

N

N/A

NTS

OC

OD

PC

PCC

POB

PSI

PT

PVC

PVMT

R

R/W

RCP

RD

REINF

ROFA

ROFZ

RSA

S

ST

SF

SS

SSMH

STA

STD

STRUC

SWPPP

TBM

TEMP

TOFA

TOS

TSA

TWY

TYP

VERT

W/

WM

WV

WWF

AND

AT

AIRPORT OPERATIONS AREA

ACRES

APPROXIMATE

AIRCRAFT RESCUE AND FIREFIGHTING

AMERICAN SOCIETY FOR TESTING OF MATERIALS

AUTOMATED WEATHER OBSERVING SYSTEM

AMERICAN WATER WORKS ASSOCIATION

BACK OF CURB

BUILDING

BENCHMARK

CURB AND GUTTER

CATCH BASIN

CUBIC FEET

CUBIC FEET PER SECOND

CAST IRON

CENTERLINE

CORRUGATED METAL PIPE

CLEAN OUT

CONCRETE

CUBIC YARDS

DAWSON MUNICIPAL AIRPORT

DRAINAGE DROP INLET

DROP INLET

DIAMETER

DUCTILE IRON PIPE

DEPARTMENT OF TRANSPORTATION

DOUBLE WING CATCH BASIN

DRAWING

EASTING

EDGE OF PAVEMENT

ELEVATION

EQUIPMENT

EASEMENT

EXISTING

FEDERAL AVIATION ADMINISTRATION

FLARED END SECTION

FINISHED FLOOR ELEVATION

FIRE HYDRANT

FORCE MAIN

FOREIGN OBJECT DEBRIS

FEET

GAS

GALLON

GRATE INLET

HIGH-DENSITY POLYETHYLENE

HAND HOLE

HORIZONTAL

HIGH POINT / DRAINAGE DIVIDE

HEADWALL

HYDRANT

INSIDE DIAMETER

INVERT ELEVATION

INCH

INVERT

IRON PIN FOUND

IRON PIN SET

JUNCTION BOX

LENGTH

LINEAR FEET

LIGHT POLE

METER

MAXIMUM

MECHANICAL

MITERED END SECTION

MANHOLE

MINIMUM

MILLIMETER

MONUMENT

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

NORTHING

NOT APPLICABLE

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

POINT OF CURVATURE

PORTLAND CEMENT CONCRETE

POINT OF BEGINNING

POUND PER SQUARE INCH

POINT OF TANGENCY

POLYVINYL CHLORIDE

PAVEMENT

RADIUS

RIGHT-OF-WAY

REINFORCED CONCRETE PIPE

ROOF DRAIN

REINFORCED

RUNWAY OBJECT FREE AREA

RUNWAY OBJECT FREE ZONE

RUNWAY SAFETY AREA

SOUTH

STORM SEWER

SQUARE FEET

SANITARY SEWER

SANITARY MANHOLE

STATION

STANDARD

STRUCTURE

STORM WATER POLLUTION PREVENTION PLAN

TEMPORARY BENCHMARK

TEMPORARY

TAXIWAY OBJECT FREE AREA

TOP OF SLAB

TAXIWAY SAFETY AREA

TAXIWAY

TYPICAL

VERTICAL

WITH

WATER METER

WATER VALVE

WELDED WIRE FABRIC

2/23/24

GDOT 400

3/

/2

G

D O

T A

S P

H A

LT

2" THICK 12.5MM SUPERPAVE ASPHALT SURFACE COURSE

N O

T F

O R

C O

N S

T R

U C

T

C-1 C-2 C-3 C-4

C-5 C-6

C-7 C-8

C-9 C-10

9+

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

L1

ALIGNMENT CONTROL

NUMBER

L1

ALIGNMENT

RW 14-32 CL Alignment

BEGIN STATION

9+50.19

END STATION

57+00.00

BEGIN

COORDINATES

N: 635733.70 E: 2216269.71

END

COORDINATES

N: 632556.49 E: 2219800.43

P R

O

JE

C T

C O

N T

R O

L P

LA

N

4 G-4

NO

RE

VI

SI

ON

S

DA

TE

Al fre d Be ne sc h

C om pa ny

Pe ac ht re e St re et

N E, S ui te

At la nt a, G eo rg ia

6-

2-

DA

W

SO

N

M

UN

IC

IP

AL

AI

RP

OR

T (1

6J

DA

W

SO

N, G

EO

RG

IA

Jo b

N o.

5.

BORING LOG SECTIONS*

BORING

NO.

ACC THICK.

(IN.)

PCC THICK.

(IN.)

BASE THICK.

(IN)

C-1 2.5" - 6.0"

C-2 2.5" - 6.0"

C-3 4.5" - 6.0"

C-4 2.75" - 6.0"

C-5 4.5" - -

C-6 4.0" - -

C-7 4.0" - -

C-8 4.5" - -

C-9 4.0" - -

C-10 6.0" - -

*REFER TO APPENDICES IN SPECIFICATIONS, AND SHEET

5 (G-5) TO SHEET 6 (G-6) FOR FULL BORE LOGS.

*NOTES:

1. CONTRACTOR TO PROVIDE NEW CONTROL POINTS FOR

THOSE REMOVED DURING CONSTRUCTION. COST TO BE

INCLUDED UNDER ITEM "SITE PREPARATION AND

MOBILIZATION".

2. NO SURVEY HAS BEEN CONDUCTED. CONTROL POINT

DATA TAKEN FROM AIRPORT LAYOUT PLAN DATED

JANUARY 11, 2007. CONTRACTOR TO VERIFY ALL

CONTROL POINTS PRIOR TO CONSTRUCTION AND

SUBMIT IN WRITING TO THE ENGINEER ANY

DISCREPANCIES FROM FAA PUBLISHED END POINTS.

COORDINATE SYSTEM: US STATE PLANE, GEORGIA - WEST ZONE

HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

UNITS: UNITED STATES SURVEY FOOT

CONTROL POINT TABLE*

POINT # ELEVATION NORTHING EASTING DESCRIPTION

RUNWAY

14 END 333.2 635636.06 2216377.34 FAA PUBLISHED END OF RUNWAY 14

ARP - 634123.33 2218059.86 AIRPORT REFERENCE POINT

RUNWAY

32 END 288.8 632823.33 2219731.42 FAA PUBLISHED END OF RUNWAY 32

RUNWAY 14/32

NOTES:

1. BORE HOLE LOCATIONS ARE APPROXIMATE. REFER TO

GEOTECHNICAL REPORT.

TERMINAL BUILDING

APRON

T W

'A

T W

'B

TYPICAL T-HANGAR

ALBANY HWY

RUNWAY 14 END

RUNWAY 42 END

ARP

FUEL FACILITY

C-#

2/23/24

3/

/2

G

D O

T A

S P

H A

LT

N O

T F

O R

C O

N S

T R

U C

T

B

R E

L O

G S

S

H E

E T

5 G-5

NO

RE

VI

SI

ON

S

DA

TE

Al fre d Be ne sc h

C om pa ny

Pe ac ht re e St re et

N E, S ui te

At la nt a, G eo rg ia

6-

2-

DA

W

SO

N

M

UN

IC

IP

AL

AI

RP

OR

T (1

6J

DA

W

SO

N, G

EO

RG

IA

Jo b

N o.

5.

NOTES

1. SEE SHEET 4 (G-4) FOR OVERALL SITE

PLAN AND BORE LOCATIONS.

2. BORE LOG SHEETS WERE TAKEN

FROM THE STAMPED GEOTECHNICAL

ENGINEERING REPORT BY CONTOUR

ENGINEERING DATED JUNE 15, 2023.

3/

/2

G

D O

T A

S P

H A

LT

N O

T F

O R

C O

N S

T R

U C

T

R E

L O

G S

S

H E

E T

6 G-6

NO

RE

VI

SI

ON

S

DA

TE

Al fre d Be ne sc h

C om pa ny

Pe ac ht re e St re et

N E, S ui te

At la nt a, G eo rg ia

6-

2-

DA

W

SO

N

M

UN

IC

IP

AL

AI

RP

OR

T (1

6J

DA

W

SO

N, G

EO

RG

IA

Jo b

N o.

5.

NOTES

1. SEE SHEET 4 (G-4) FOR OVERALL SITE

PLAN AND BORE LOCATIONS.

2. BORE LOG SHEETS WERE TAKEN

FROM THE STAMPED GEOTECHNICAL

ENGINEERING REPORT BY CONTOUR

ENGINEERING DATED JUNE 15, 2023.

3/

/2

G

D O

T A

S P

H A

LT

N O

T F

O R

C O

N S

T R

U C

T

BC BC

BC BC BC BC BC B

C

B

C BC BC

BC

BC

BC

BC

T-HANGAR

HANGAR

HANGAR

T -H

A N

G A

R

TERMINAL

BLDG.

T -H

A N

G A

R

T -H

A N

G A

R

HANGAR

PHASE 1 WORK AREA

PHASE 2 WORK AREA

AOA CLOSURE

STAGING AREA

COVER TAXIWAY

EDGE LIGHTS

TYPE II BARRICADE

LOCATION

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

RUNWAY OBSTACLE

FREE ZONE

CONTRACTOR HAUL ROUTE

EXISTING PROPERTY LINE

LEGEND

BCBC

PL

RSA

ROFA

ROFZ

HANGAR

T -H

A N

G A

R

C O

N S

T R

U C

T

IO

N S

A

FE

T Y

P H

A S

IN

G

P

LA

N

P H

A S

E I

I

I

7 CSPP-1

NO

RE

VI

SI

ON

S

DA

TE

Al fre d Be ne sc h

C om pa ny

Pe ac ht re e St re et

N E, S ui te

At la nt a, G eo rg ia

6-

2-

DA

W

SO

N

M

UN

IC

IP

AL

AI

RP

OR

T (1

6J

DA

W

SO

N, G

EO

RG

IA

Jo b

N o.

5.

SAFETY AREA & OBJECT FREE

AREA WIDTH TABLE

EXISTING

PAVEMENT

WIDTH

SAFETY

AREA

WIDTH

OBJECT

FREE AREA

WIDTH

AAC/ADG RUNWAYS

RUNWAY 14/32 A / I 75' 120' 400'

ADG/TDG TAXIWAYS

TAXIWAY A I / 2A 40' 49' 89'

TAXIWAY B I / 2A 35' 49' 89'

PHASE 1 & 2 SAFETY PLAN NOTES

· WORK TO BE COMPLETED:

O SITE PREPARATION AND MOBILIZATION

O INSTALL SAFETY MEASURES

O INSTALL SILT FENCE

O CRACK SEAL/JOINT REPAIRS

O CLEAN EXISTING PAVEMENT

O INSTALL NEW CRACK RELIEF INTERLAYER

O INSTALL NEW ASPHALT PAVEMENT OVERLAY

O PAVEMENT MARKINGS

O CLEAN WORK AREA PAVEMENTS, SITE RESTORATION, REMOVE

FOD AND REMOVE SAFETY MEASURES

· WORK AREA PAVEMENT CLOSURES: REFER TO PLAN VIEW

· AVAILABLE RUNWAY LENGTH(S): FULL LENGTH AVAILABLE

· NAVAIDS: NO NAVAIDS TO BE DEACTIVATED

· LIGHTING, SIGNS AND MARKING: TAXIWAY EDGE LIGHTS AND

SIGNS TO BE PROTECTED AT ALL TIMES. CONTRACTOR TO TAKE

CAUTION WHEN OPERATING NEAR EXISTING TAXIWAY EDGE

LIGHTS. CONTRACTOR TO COVER LIGHTS AND SIGNS.

· NOTAMS: OWNER TO ISSUE PROPER NOTAMS PRIOR TO ANY

WORK BEING INITIATED. REFER TO SECTION 9B OF APPENDIX 2 IN

SPECIFICATIONS FOR NOTAM PROCEDURES. NOTAMS SHALL BE

ISSUED FOR THE FOLLOWING PAVEMENT CLOSURES:

O TAXIWAY 'A'

O TAXIWAY 'B'

· BARRICADE LOCATIONS: REFER TO PLAN VIEW (ESTIMATED 114

TYPE II REQUIRED). BARRICADE DETAILED ON SHEET 9 (CSPP-3).

· ACCESS LOCATION: REFER TO PLAN VIEW AND ACCESS GATE DETAIL

ON THIS SHEET.

· STAGING AREA: REFER TO PLAN VIEW

· HAUL ROUTE: REFER TO PLAN VIEW

· ALLOWED WORK HOURS: MON. - FRI., 7:00 AM - 7:00 PM, UNLESS

OTHERWISE APPROVED BY THE OWNER.

· DURATION OF CLOSURES:

O PHASE 1: 13 CALENDAR DAYS

O PHASE 2:

· LIQUIDATED DAMAGES: $500 PER CALENDAR DAY

· AIRCRAFT TAXI:

O AIRCRAFT TAXI ROUTES DEFINED BY OPEN PAVEMENTS (REFER

TO PLAN VIEW)

· MISCELLANEOUS PHASE NOTES:

1. NO EQUIPMENT SHALL BE ALLOWED BEYOND CONTRACTOR WORK

AREA DEPICTED ON THIS SHEET UNLESS OTHERWISE APPROVED BY

OWNER'S REPRESENTATIVE.

2. ALL SAFETY MEASURES FOR CURRENT PHASE SHALL REMAIN AND

BE MAINTAINED IN PLACE, UNLESS OTHERWISE APPROVED BY

OWNER/OWNER'S REPRESENTATIVE, UNTIL ALL WORK IS

COMPLETE AND NEW FACILITIES ARE TURNED OVER TO OWNER.

3. SILT FENCE SHALL BE INSTALLED PRIOR TO COMMENCING WORK

ASSOCIATED WITH THIS PHASE. SILT FENCE SHALL REMAIN IN PLACE

UNTIL THE PROJECT IS FINISHED AND ALL CLEANUP IS COMPLETE.

4. CONTRACTOR EMPLOYEES SHALL PARK ALL POV'S (PERSONAL

OCCUPANCY VEHICLES) IN STAGING AREAS, TERMINAL PARKING

LOT, OR AREA APPROVED BY OWNER. CONTRACTOR VEHICLES

SHALL BE MARKED WITH LOGOS AND INCLUDE A FLASHING

BEACON WHEN OPERATING INSIDE OF THE AIRFIELD.

5. SOLID CONNECTED BARRICADES SHALL BE PLACED AROUND THE

WORK AREA UNDER CONSTRUCTION AS SHOWN AND MUST

REMAIN UNTIL ALL WORK IS COMPLETE AND THE NEWLY

CONSTRUCTED AREAS ARE FREE FROM FOD.

6. CONTRACTOR TO KEEP ALL PAVEMENT AREAS CLEAN AT ALL TIMES

DURING CONSTRUCTION. PAVEMENT SHALL BE SWEPT TO PREVENT

FOREIGN OBJECT DEBRIS (FOD).

7. NO EQUIPMENT SHALL BE LEFT ON ANY OF THE ACCESS ROAD,

APRON, TAXIWAY OR RUNWAY AREAS AT ANYTIME DURING

CONSTRUCTION UNLESS EQUIPMENT IS CURRENTLY IN USE WITHIN

THE PROJECT CONSTRUCTION LIMITS.

8. AIRCRAFT SHALL EXIT RUNWAY 14/32 ALONG TAXIWAY 'A' DURING

PHASE 1 AND TAXIWAY 'B' DURING PHASE 2.

9. CONTRACTOR TO COVER TAXIWAY LIGHTING AND SIGNAGE

DURING EACH PHASE OF CONSTRUCTION.

10. SILT FENCE SHALL BE UTILIZED AROUND STAGING AREAS. INCLUDED

IN THE COST FOR "SITE PREPARATION AND MOBILIZATION.

11. CONTRACTOR MUST COMPLETE PHASE 1 IN ITS ENTIRETY AND

REOPEN TAXIWAY 'B' PAVEMENT FOR USE PRIOR TO STARTING

PHASE 2.

12. ALL MARKING OBLITERATION AND NEW PAVEMENT MARKING

THAT OCCURS OUTSIDE OF THE DESIGNATED WORK AREAS SHALL

BE COMPLETED BY CONTRACTOR UNDER ESCORT.

60'

125'

TA

XI

W

AY

B

TA

XI

W

AY

A

RUNWAY 14/32

PHASE 1 WORK AREA PHASE 2 WORK AREA

PHASE 1 & 2 SAFETY MEASURES TABLE

LOCATION

TYPE II AIRPORT

BARRICADES (L.F.)

TYPE II AIRPORT

BARRICADES (EA.)

TAXIWAY 'A' NORTH CLOSURE 471 59

TAXIWAY 'A' SOUTH CLOSURE 58 8

TAXIWAY 'B' NORTH CLOSURE 309 39

TAXIWAY 'B' SOUTH CLOSURE 58 8

TOTAL 114

58' 58'

40'

229'

233'

60'

60'

200'

STAGING AREA

(PHASE 1)

60'

STAGING AREA

(PHASE 2)

40'

111'

1'

ACCESS GATE DETAIL

MANUAL SWING GATE

(PHASES 1 AND 3)

MANUAL SWING GATE

(PHASE 2)

SCALE: 1" = 60'

SILT FENCE

(280 L.F.)

SILT FENCE

(80 L.F.)

2/23/24

3/

/2

G

D O

T A

S P

H A

LT

N O

T F

O R

C O

N S

T R

U C

T

IO

10 CALENDAR DAYS

0'

0'

PHASE 3 WORK AREA

AOA CLOSURE

STAGING AREA

TYPE II BARRICADE

LOCATION

TEMPORARY RUNWAY

CLOSURE X

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

RUNWAY OBSTACLE

FREE ZONE

CONTRACTOR HAUL ROUTE

EXISTING PROPERTY LINE

LEGEND

BCBC

PL

RSA

ROFA

ROFZ

C O

N S

T R

U C

T

IO

N S

A

FE

T Y

P H

A S

IN

G

P

LA

N

P H

A S

E I

II

8 CSPP-2

NO

RE

VI

SI

ON

S

DA

TE

Al fre d Be ne sc h

C om pa ny

Pe ac ht re e St re et

N E, S ui te

At la nt a, G eo rg ia

6-

2-

DA

W

SO

N

M

UN

IC

IP

AL

AI

RP

OR

T (1

6J

DA

W

SO

N, G

EO

RG

IA

Jo b

N o.

5.

PHASE 3 SAFETY MEASURES TABLE

LOCATION

TYPE II AIRPORT

BARRICADES (L.F.)

TYPE II AIRPORT

BARRICADES (EA.)

TAXIWAY 'A' CLOSURE 65 9

TAXIWAY 'B' CLOSURE 37 5

TOTAL 14

SAFETY AREA & OBJECT FREE

AREA WIDTH TABLE

EXISTING

PAVEMENT

WIDTH

SAFETY

AREA

WIDTH

OBJECT

FREE AREA

WIDTH

AAC/ADG RUNWAYS

RUNWAY 14/32 A / I 75' 120' 400'

ADG/TDG TAXIWAYS

TAXIWAY A I / 2A 40' 49' 89'

TAXIWAY B I / 2A 35' 49' 89'

STAGING AREA

(PHASE 3)

PHASE 3 SAFETY PLAN NOTES

· WORK TO BE COMPLETED:

O SITE PREPARATION AND MOBILIZATION

O INSTALL SAFETY MEASURES

O INSTALL SILT FENCE

O CRACK SEAL/JOINT REPAIRS

O CLEAN EXISTING PAVEMENT

O INSTALL NEW CRACK RELIEF INTERLAYER

O INSTALL NEW ASPHALT PAVEMENT OVERLAY

O PAVEMENT MARKINGS

O CLEAN WORK AREA PAVEMENTS, SITE RESTORATION, REMOVE

FOD AND REMOVE SAFETY MEASURES

· WORK AREA PAVEMENT CLOSURES: REFER TO PLAN VIEW

· AVAILABLE RUNWAY LENGTH(S): RUNWAY CLOSED THIS PHASE.

· NAVAIDS: PAPIS TO BE DEACTIVATED

· LIGHTING, SIGNS AND MARKING: RUNWAY EDGE LIGHTS TO BE

PROTECTED AT ALL TIMES. CONTRACTOR TO TAKE CAUTION WHEN

OPERATING NEAR EXISTING RUNWAY EDGE LIGHTS. CONTRACTOR

TO DEACTIVATE ALL RUNWAY AND TAXIWAY EDGE LIGHTS.

· NOTAMS: OWNER TO ISSUE PROPER NOTAMS PRIOR TO ANY WORK

BEING INITIATED. REFER TO SECTION 9B OF APPENDIX 2 IN

SPECIFICATIONS FOR NOTAM PROCEDURES. NOTAMS SHALL BE

ISSUED FOR THE FOLLOWING PAVEMENT CLOSURES DURING THIS

PHASE:

O RUNWAY 14/32 - FULL AIRFIELD CLOSURE

· BARRICADE LOCATIONS: REFER TO PLAN VIEW (ESTIMATED 14 TYPE

II REQUIRED). BARRICADE DETAILED ON SHEET 9 (CSPP-3).

· ACCESS LOCATION: REFER TO PLAN VIEW.

· STAGING AREA: REFER TO PLAN VIEW

· HAUL ROUTE: REFER TO PLAN VIEW

· ALLOWED WORK HOURS: MON. - FRI., 7:00 AM - 7:00 PM, UNLESS

OTHERWISE APPROVED BY THE OWNER.

· DURATION OF PHASE 3 CLOSURE: 46 CALENDAR DAYS

· LIQUIDATED DAMAGES: $1000 PER CALENDAR DAY

· AIRCRAFT TAXI:

O NONE - AIRFIELD CLOSED

· MISCELLANEOUS PHASE NOTES:

1. NO EQUIPMENT SHALL BE ALLOWED BEYOND CONTRACTOR WORK

AREA DEPICTED ON THIS SHEET UNLESS OTHERWISE APPROVED BY

OWNER'S REPRESENTATIVE.

2. ALL SAFETY MEASURES FOR CURRENT PHASE SHALL REMAIN AND BE

MAINTAINED IN PLACE, UNLESS OTHERWISE APPROVED BY

OWNER/OWNER'S REPRESENTATIVE, UNTIL ALL WORK IS COMPLETE

AND NEW FACILITIES ARE TURNED OVER TO OWNER.

3. SILT FENCE SHALL BE INSTALLED PRIOR TO COMMENCING WORK

ASSOCIATED WITH THIS PHASE. SILT FENCE SHALL REMAIN IN PLACE

UNTIL THE PROJECT IS FINISHED AND ALL CLEANUP IS COMPLETE.

4. CONTRACTOR EMPLOYEES SHALL PARK ALL POV'S (PERSONAL

OCCUPANCY VEHICLES) IN STAGING AREAS, TERMINAL PARKING LOT,

OR AREA APPROVED BY OWNER. CONTRACTOR VEHICLES SHALL BE

MARKED WITH LOGOS AND INCLUDE A FLASHING BEACON WHEN

OPERATING INSIDE OF THE AIRFIELD.

5. SOLID CONNECTED BARRICADES SHALL BE PLACED AROUND THE

WORK AREA UNDER CONSTRUCTION AS SHOWN AND MUST REMAIN

UNTIL ALL WORK IS COMPLETE AND THE NEWLY CONSTRUCTED

AREAS ARE FREE FROM FOD.

6. CONTRACTOR TO KEEP ALL PAVEMENT AREAS CLEAN AT ALL TIMES

DURING CONSTRUCTION. PAVEMENT SHALL BE SWEPT TO PREVENT

FOREIGN OBJECT DEBRIS (FOD).

7. NO EQUIPMENT SHALL BE LEFT ON ANY OF THE ACCESS ROAD,

APRON, TAXIWAY OR RUNWAY AREAS AT ANYTIME DURING

CONSTRUCTION UNLESS EQUIPMENT IS CURRENTLY IN USE WITHIN

THE PROJECT CONSTRUCTION LIMITS.

8. AIRFIELD SHALL BE CLOSED DURING PHASE 3.

9. CONTRACTOR TO INSTALL TWO (2) RUNWAY TEMPORARY FABRIC 'X'

AS SHOWN ON PLANS FOR PHASE 3. REFER TO DETAIL ON SHEET 9

(CSPP-3).

10. ALL AIRFIELD LIGHTING AND SIGNAGE TO BE TURNED OFF DURING

PHASE 3 CONSTRUCTION.

11. ALL MARKING OBLITERATION AND NEW PAVEMENT MARKING THAT

OCCURS OUTSIDE OF THE DESIGNATED WORK AREAS SHALL BE

COMPLETED BY CONTRACTOR UNDER ESCORT.

RUNWAY 14/32

TEMPORARY RUNWAY CLOSURE X

TEMPORARY RUNWAY CLOSURE X

T W

'A

T W

'B

TERMINAL BUILDING

HANGARS

ENLARGEMENT 'A'

ALBANY HWY

MANUAL SWING GATE

(PHASES 1 & 3)

SILT FENCE (280 L.F.)

2/23/24

3/

/2

G

D O

T A

S P

H A

LT

N O

T F

O R

C O

N S

T R

U C

T

N S

T R

U C

T I O

N

S A

F E

Y

P

H A

S I N

G

P L

A

D

E T

A I L

S

CSPP-3

N O

R

E V

I S

I O

N S

D A

T E

A l f r e d

B e n e s m p a n y

P e a c h t r e e

S t r e e t

N

E

S u i

A t l a n t a

G e o r g

D A

W S

N

I C

I P

A L

A I R

P O

J

D A

W S

O N

G

E O

R G

I A

J o b

N o

TYPE II AIRPORT

BARRICADE DETAIL

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TYPE II AIRPORT BARRICADE NOTES:

1. CONTRACTOR SHALL FURNISH (128 ESTIMATED) TYPE II

LOW PROFILE PLASTIC WATER FILLED BARRICADES.

BARRICADES SHALL BE RRM SAFETY ORANGE MODEL

4202S0-25 10"X96" UV-RESISTANT POLYETHYLENE LOW

PROFILE PLASTIC AIRPORT BARRICADES MEETING THE

REQUIREMENTS OF AC 150/5370-2 (CURRENT EDITION)

WITH ONE (1) SCREW-IN 601 (360 DEGREE OR 180 DEGREE

BOTH SIDES - ROTATE EVERY OTHER LIGHT 90 DEGREES)

RED FLASHING SOLAR LIGHT AND HIGH INTENSITY

SHEETING ON BOTH SIDES (ORANGE AND WHITE STRIPES)

AS MANUFACTURED BY ROADTECH MANUFACTURING, OAK

PARK, IL (800-880-3073) OR APPROVED EQUAL.

2. CONTRACTOR SHALL FURNISH/PLACE/MAINTAIN/REMOVE

TYPE II BARRICADES AS REQUIRED BY INDIVIDUAL 'PHASES'.

PAID FOR AS "SITE PREPARATION AND MOBILIZATION".

3. ALL BARRICADES SHALL BE CONTINUOUSLY LINKED

TOGETHER AT EACH LOCATION AND FILLED WITH ENOUGH

WATER TO PREVENT THE STRING OF BARRICADES FROM

MOVING FROM WIND OR JET BLAST.

4. CONTRACTOR FURNISHED BARRICADES SHALL REMAIN THE

PROPERTY OF CONTRACTOR UPON COMPLETION OF

PROJECT.

5. ALL BARRICADE LOCATIONS SHALL BE PLACED OUTSIDE OF

ACTIVE RUNWAY RSAS (OR BEHIND HOLDLINES AS

DIRECTED BY THE ENGINEER). OWNER WILL RESOLVE ANY

QUESTIONS REGARDING EXACT PLACEMENT LOCATIONS.

DRILL 2 EACH 12" HOLES

IN BOTTOM FOR AIR

CIRCULATION/DRAINAGE

TYPICAL LIGHT COVER NOTES:

1. CONTRACTOR TO FURNISH, PLACE, AND

REMOVE LIGHT AND SIGN COVERS AS

REQUIRED.

2. CONTRACTOR TO USE PVC COVERS OR

ALUMINUM FOIL.

COVER LIGHTS WITH APPROXIMATELY

6" DIA. PVC PIPE. CONTRACTOR SHALL

VERIFY THE DIA. OF THE PVC TO ALLOW

THE LIGHT TO BE FULLY COVERED.

2" (T

YP

AS REQUIRED TO PROPERLY

COVER, NOT TO EXCEED 30"

TYPICAL LIGHT COVER

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TEMPORARY 'X' DETAIL

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RUNWAY AND TAXIWAY TEMPORARY FABRIC "X" NOTES:

1. CONTRACTOR FURNISHED RUNWAY X'S (2 EACH). EACH X SHALL CONSIST

OF TWO (2) PIECES OF FABRIC AS SHOWN IN TEMPORARY X DETAIL. FABRIC

SHALL BE MADE OF YELLOW VINYL COATED MESH. FABRIC SHALL BE

SCREEN GUARD AS MANUFACTURED BY M. PUTTERMAN & CO. INC., 4834

SOUTH OAKLEY, CHICAGO, IL 60609 (1-800-621-0146), OR APPROVED

EQUAL.

2. ALL TEMPORARY X'S SHALL BE FURNISHED BY THE CONTRACTOR AND

SHALL REMAIN THE CONTRACTOR'S PROPERTY UPON COMPLETION OF THE

PROJECT.

3. X'S SHALL BE PLACED AT LOCATIONS DESIGNATED BY THE FIELD

ENGINEER/OWNER AS REQUIRED AND SECURED DOWN WITH WEIGHTED

RUBBER BASE PLATES FROM TYPE I BARRICADES PAINTED AVIATION

YELLOW CONTINUOUS AROUND THE ENTIRE PERIMETER, OR OTHER

OWNER APPROVED MATERIAL (FURNISHED BY CONTRACTOR).

FURNISHING, PLACING, MAINTAINING AND REMOVAL OF TEMPORARY

FABRIC X'S SHALL BE INCLUDED IN "SITE PREPARATION AND

MOBILIZATION".

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5.

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)

THIS CSPP WAS PREPARED IN ACCORDANCE WITH FAA ADVISORY CIRCULAR (AC)

150/5370-2G "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION" (DATED

12/13/2017). THE NUMBERED ITEMS BELOW FOLLOW THE LIST CONTAINED IN AC

150/5370-2G SECTION 2.4. THE CONTRACTOR SHALL COMPLY WITH ALL CONTRACT

SAFETY REQUIREMENTS, OWNER'S SECURITY PROGRAM REQUIREMENTS, OSHA SAFETY

REQUIREMENTS, AND OTHER LOCAL/STATE/FEDERAL LAWS GOVERNING THE SAFETY OF

WORK AND THE GENERAL PUBLIC.

ANY CONTRACTOR CHANGES TO THE BELOW CSPP DOCUMENT (INCLUDING DRAWINGS)

MUST BE COORDINATED WITH THE OWNER PRIOR TO IMPLEMENTATION.

SAFETY PLAN COMPLIANCE DOCUMENT (BY CONTRACTOR)

IN ACCORDANCE WITH AC 150/5370-2G, SECTION 1.4.3, THE CONTRACTOR SHALL

PREPARE AND SUBMIT TO THE OWNER A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD)

FOR REVIEW BY THE OWNER. A SAMPLE SPCD IS INCLUDED IN APPENDIX 3 OF THE

SPECIFICATION BOOKLET. THE SAMPLE SPCD IS INCLUDED SOLELY TO AID IN THE

CONTRACTOR'S PREPARATION OF THE DOCUMENT. THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR THE PREPARATION OF THEIR DOCUMENT AND INFORMATION

CONTAINED IN THEIR SPCD. UTILIZATION OF THE SAMPLE SPCD DOES NOT RELIEVE THE

CONTRACTOR OF THIS OBLIGATION.

THE CONTRACTOR SHALL PROVIDE THE SPCD A MINIMUM OF TEN (10) WORKING DAYS

PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. THE SPCD SHOULD INCLUDE A GENERAL

STATEMENT, BY THE CONTRACTOR, THAT HE/SHE HAS READ AND WILL ABIDE BY THE

CSPP. THE SPCD SHOULD NOT DUPLICATE INFORMATION IN THIS CSPP. IF NO

SUPPLEMENTAL INFORMATION IS NECESSARY FOR A SECTION BELOW, THE STATEMENT

"NO SUPPLEMENTAL INFORMATION" SHOULD BE WRITTEN.

1. COORDINATION (AC 150/5370-2G, SECTION 2.5)

A. CONTRACTOR PROGRESS MEETINGS

1A. PRE-CONSTRUCTION CONFERENCE: A PRE-CONSTRUCTION CONFERENCE WILL BE

HELD TO INTRODUCE AND DISCUSS AIRPORT OPERATIONAL SAFETY DURING

CONSTRUCTION AS IT RELATES TO THIS PROJECT. THE PRE-CONSTRUCTION

CONFERENCE WILL BE SCHEDULED AFTER THE CONTRACT IS AWARDED. THE

PRE-CONSTRUCTION CONFERENCE WILL INCLUDE THE OWNER, CONTRACTORS,

SUB-CONTRACTORS, UTILITY COMPANIES, SUPPLIERS, FBO'S, AIRPORT TENANTS,

FAA, GDOT AND OTHER INTERESTED/AFFECTED PARTIES. THE ENGINEER WILL

COORDINATE THE MEETING DATE AND TIME AND WILL NOTIFY INTERESTED

PARTIES. THE OWNER'S REPRESENTATIVE WILL CONDUCT THE MEETING.

2A. PROGRESS & SAFETY MEETINGS: PROGRESS MEETINGS/SAFETY MEETINGS WILL BE

HELD BY THE OWNER'S REPRESENTATIVE DURING THE CONSTRUCTION PROJECT.

UNLESS OTHERWISE DIRECTED BY THE OWNER, PROGRESS MEETINGS/SAFETY

MEETINGS WILL BE HELD ON A BI-WEEKLY BASIS AND PRIOR TO A NEW MAJOR

CONSTRUCTION OPERATION CHANGE. THE PRIME CONTRACTOR IS REQUIRED TO

HAVE AN APPROPRIATE REPRESENTATIVE IN ATTENDANCE AT ALL MEETINGS. THE

CONTRACTOR'S EMPLOYEES, SUBCONTRACTOR'S EMPLOYEES, AND SUPPLIER'S

EMPLOYEES ARE ALL ENCOURAGED TO ATTEND.

AT EACH PROGRESS MEETING/SAFETY MEETING, PROJECT SAFETY AND

OPERATIONAL SAFETY WILL BE DISCUSSED. A SAFETY ORIENTATION MEETING IS

ALSO REQUIRED PRIOR TO EACH PHASE CHANGE FOR ALL PROJECT SITE

PERSONNEL.

B. SCOPE OR SCHEDULE CHANGES

THE CONTRACTOR SHALL PREPARE AND PRESENT AN UPDATED SCHEDULE AT

EVERY PROGRESS MEETING/SAFETY MEETING. THE OWNER'S REPRESENTATIVE

WILL REVIEW THE SCHEDULE, AND AS REQUIRED, WILL COORDINATE ANY

NECESSARY REVISIONS TO THE CSPP, BASED ON CONTRACTOR SCHEDULE, WITH

THE FAA.

C. FAA AIR TRAFFIC ORGANIZATION (ATO) COORDINATION

COORDINATION WITH FAA ATO IS THE RESPONSIBILITY OF THE OWNER THROUGH

THE ISSUANCE OF NOTAMS. THE CONTRACTOR IS REQUIRED TO PROVIDE THE

OWNER'S REPRESENTATIVE A MINIMUM OF 72 HOURS NOTICE PRIOR TO

BEGINNING CONSTRUCTION, PHASE CHANGES OR AN ACTIVITY THAT CAUSES A

CHANGE TO AIRPORT OPERATIONS.

2. PHASING (AC 150/5370-2G, SECTION 2.6)

A. PHASE ELEMENTS

REFER TO CSPP DRAWINGS FOR WORK TO BE COMPLETED PER INDIVIDUAL PHASE. THE

GENERAL WORK ITEMS TO BE COMPLETED ON THE PROJECT INCLUDES:

· SITE PREPARATION AND MOBILIZATION

· INSTALLATION OF AIRPORT SAFETY MEASURES

· CRACK SEAL/JOINT REPAIRS

· INSTALL NEW CRACK RELIEF INTERLAYER AND ASPHALT OVERLAY

· PAVEMENT MARKING

· EROSION CONTROL MEASURES (INCLUDING TEMPORARY/PERMANENT SEEDING,

FERTILIZING, MULCHING, AND SILT FENCE)

· CLEAN WORK AREA PAVEMENTS AND REMOVE SAFETY MEASURES

B. CONSTRUCTION SAFETY DRAWINGS

ALL CONSTRUCTION SAFETY DRAWINGS WILL BE INCLUDED AS PART OF THE FINAL

ISSUED CONSTRUCTION PLAN SET. THE CSPP DRAWINGS SHALL BE CONSIDERED

PART OF THIS "CONSTRUCTION SAFETY & PHASING PLAN".

3. AREAS & OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY

(AC 150/5370-2G, 2.7)

A. IDENTIFICATION OF AFFECTED AREAS

1. CLOSING, OR PARTIAL CLOSING, OF APRON, TAXIWAYS, AND RUNWAY:

· REFER TO CSPP DRAWINGS FOR CLOSURES DURING CONSTRUCTION.

· OWNER TO ISSUE NOTAMS PRIOR TO EACH CONSTRUCTION PHASE THAT

INCLUDES A PARTIAL APRON, TAXIWAY, OR RUNWAY CLOSURE.

2. CLOSING OF AIRCRAFT RESCUE AND FIRE FIGHTING (ARFF)/EMERGENCY VEHICLE

ROUTES.

· THE ARFF/EMERGENCY VEHICLE ROUTE SHALL NOT BE OBSTRUCTED BY ANY

CONTRACTOR EQUIPMENT, OPEN HOLES, ETC. WHICH WOULD HINDER THE

ARFF/EMERGENCY VEHICLES FROM UTILIZING THE DESIGNATED ACCESS ROUTE.

THE ACCESS ROUTE, THROUGH ANY CONTRACTOR WORK AREAS, SHALL BE

SWEPT AND KEPT CLEAN BY THE CONTRACTOR AT ALL TIMES TO PREVENT FOD

FROM BEING TRACKED ONTO ACTIVE AIRFIELD PAVEMENTS BY

ARFF/EMERGENCY VEHICLES.

· CONTRACTORS SHALL ALWAYS YIELD TO ANY ARFF/EMERGENCY VEHICLES

UTILIZING THE ACCESS ROUTE.

3. CLOSING OF ACCESS ROUTES USED BY AIRPORT SUPPORT VEHICLES.

· AS DIRECTED BY THE OWNER, THE CONTRACTOR SHALL MAINTAIN ADEQUATE

ACCESS ROUTES FOR AIRPORT FUEL TRUCK DELIVERIES AND GSE (GENERAL

SERVICE EQUIPMENT) AS REQUIRED.

· CONTRACTOR SHALL ALWAYS YIELD TO ANY FUEL TRUCKS AND GSE UTILIZING

THE ACCESS ROUTE.

4. INTERRUPTION OF UTILITIES, INCLUDING WATER SUPPLIES FOR FIRE FIGHTING.

· THE CONTRACTOR IS REQUIRED TO PROVIDE THE OWNER'S REPRESENTATIVE A

MINIMUM OF 72 HOURS NOTICE PRIOR TO ANY UTILITY INTERRUPTIONS.

SHOULD THERE BE AN ACCIDENTAL INTERRUPTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND TAKE EFFORTS TO

IMMEDIATELY RESTORE THE UTILITY SERVICE.

· NO INTERRUPTION IS ANTICIPATED AS A PORTION OF THE PROJECT.

5. APPROACH/DEPARTURE SURFACES AFFECTED BY HEIGHTS OF OBJECTS.

· THE CONTRACTOR SHALL LIMIT THEIR ACTIVITIES TO CLOSED PAVEMENTS FOR

CONSTRUCTION, AND SHALL ONLY PARK EQUIPMENT AND STOCKPILE SUPPLIES

IN THE STAGING AREA LOCATIONS DESIGNATED ON THE PLANS.

· APPROACH/DEPARTURE SURFACES WILL NOT BE AFFECTED DURING THE

CONSTRUCTION OF THIS PROJECT.

6. CONSTRUCTION AREAS.

· REFER TO CSPP DRAWINGS FOR ALLOWED CONSTRUCTION AREAS.

7. PROHIBITED CONSTRUCTION ACTIVITY

· NO CONSTRUCTION ACTIVITY IS ALLOWED WITHIN ANY ACTIVE AIRPORT

OPERATION AREA (AOA), WHETHER THAT BE WITHIN ANY APRON MOVEMENT

AREA, A RUNWAY SAFETY AREA (RSA) OR A TAXIWAY SAFETY AREA (TSA).

B. MITIGATION OF EFFECTS

1. TEMPORARY CHANGES TO RUNWAY, TAXIWAY AND APRON OPERATIONS:

· CEASE RUNWAY OPERATIONS DURING PHASE 3 OF THIS PROJECT.

· CEASE TAXIWAY 'B' OPERATIONS DURING PHASE 1 OF THIS PROJECT.

· CEASE TAXIWAY 'A' OPERATIONS DURING PHASE 2 OF THIS PROJECT.

2. DETOURS FOR ARFF/EMERGENCY VEHICLES AND OTHER AIRPORT VEHICLES

· REFER TO CSPP DRAWINGS FOR ARFF/EMERGENCY VEHICLE DETOUR ROUTES (IF

ANY) DURING CONSTRUCTION.

3. MAINTENANCE OF ESSENTIAL UTILITIES

· NO IMPACT TO ANY ESSENTIAL UTILITIES IS ANTICIPATED.

4. TEMPORARY CHANGES TO AIR TRAFFIC CONTROL PROCEDURES

· N/A

4. PROTECTION OF NAVIGATION AIDS (NAVAIDS)

(AC 150/5370-2G, SECTION 2.8)

NO NAVAIDS ARE AFFECTED BY THIS PROJECT. CONTRACTOR SHALL PROVIDE, IN THE

SPCD, THEIR PROCEDURE FOR PROTECTION OF EXISTING NAVAIDS ADJACENT TO PROJECT

WORK AREAS. THE CONTRACTOR SHALL PROVIDE TEMPORARY WIRING FOR ALL NAVAIDS

(NAVIGATIONAL AIDS) THAT MAY BE AFFECTED BY THEIR CONSTRUCTION OPERATIONS.

THE CONTRACTOR IS REQUIRED TO PROVIDE THE OWNER'S REPRESENTATIVE A MINIMUM

OF 72 HOURS NOTICE PRIOR TO ANY NAVAID SHUTDOWN.

ALL AIRPORT-MAINTAINED NAVAIDS, IF ANY, AFFECTED BY THE CONSTRUCTION

IMPROVEMENTS ARE LISTED BELOW AND IDENTIFIED ON THE CSPP DRAWINGS. EXISTING

AIRPORT-MAINTAINED NAVAIDS AFFECTED BY CONSTRUCTION IMPROVEMENTS SHALL BE

ACTIVATED AND DEACTIVATED BY THE OWNER, UNLESS OTHERWISE STATED ON CSPP

DRAWINGS. CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO COORDINATE AND

PROTECT NAVAIDS AND ASSOCIATED UNDERGROUND UTILITIES FOR THE DURATION OF

THE PROJECT. THE FOLLOWING ARE A LIST OF AIRPORT MAINTAINED NAVAIDS:

· PAPIS WILL BE DEACTIVATED DURING PHASE 3 OF THIS PROJECT.

ALL FAA-MAINTAINED NAVAIDS, IF ANY, AFFECTED BY THE CONSTRUCTION

IMPROVEMENTS ARE LISTED BELOW AND IDENTIFIED ON THE CSPP DRAWINGS. EXISTING

FAA-MAINTAINED NAVAIDS AFFECTED BY CONSTRUCTION IMPROVEMENTS SHALL BE

ACTIVATED AND DEACTIVATED BY THE OWNER, UNLESS OTHERWISE STATED ON CSPP

DRAWINGS. CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO COORDINATE AND

PROTECT NAVAIDS AND ASSOCIATED UNDERGROUND UTILIITES FOR THE DURATION OF

THE PROJECT.

5. CONTRACTOR ACCESS (AC 150/5370-2G, SECTION 2.9)

A. LOCATION OF STOCKPILED CONSTRUCTION MATERIALS

· REFER TO CSPP DRAWINGS FOR STOCKPILE LOCATIONS. NO OTHER STOCKPILE

LOCATIONS ARE ALLOWED UNLESS OTHERWISE APPROVED BY THE OWNER. NO

STOCKPILES SHALL BE PLACED INSIDE RSAS, OFAS, OR OFZS UNLESS OTHERWISE

APPROVED BY THE OWNER AND FAA. STOCKPILES LOCATED IN AN ACTIVE ROFA

MUST BE APPROVED BY THE FAA.

· THE CONTRACTOR SHALL LIMIT THEIR STOCKPILE HEIGHTS TO 25 FEET.

· REFER TO SECTION 16 OF THIS CSPP FOR STOCKPILE LIGHTING REQUIREMENTS.

B. VEHICLE AND PEDESTRIAN OPERATIONS

1. CONSTRUCTION SITE PARKING

· REFER TO CSPP DRAWINGS FOR CONSTRUCTION SITE PARKING (STAGING AREA).

PERSONAL OCCUPANCY VEHICLES (POV) SHALL BE ALLOWED IN STAGING AREAS,

AIRPORT PARKING LOT, OR PARKING SPACES AT THE END OF T-HANGAR.

· IF PARKING CAPACITY BECOMES AN ISSUE, CONTRACTOR SHALL COORDINATE

WITH OWNER FOR ALTERNATIVE PARKING LOCATIONS.

2. CONSTRUCTION EQUIPMENT PARKING

· CONTRACTORS MUST PARK AND SERVICE ALL CONSTRUCTION VEHICLES IN THE

DESIGNATED STAGING AREA. INACTIVE EQUIPMENT MUST NOT BE PARKED IN

AIRPORT PARKING LOTS. ALL EQUIPMENT SHALL BE RETURNED TO STAGING

AREAS WHEN NOT BEING USED (ESPECIALLY AT NIGHT), UNLESS OTHERWISE

APPROVED BY THE OWNER.

· ALL EQUIPMENT PARKED IN STAGING AREA SHALL BE LOWERED TO LOWEST

POINT WHEN NOT IN USE.

· ANY CONTRACTOR EQUIPMENT ALLOWED BY THE OWNER TO BE PARKED IN THE

CURRENT CONTRACTOR WORK AREA SHALL BE PARKED AS FAR AWAY AS

POSSIBLE FROM ANY ACTIVE AOA PAVEMENTS.

· ALL VEHICLES/EQUIPMENT PARKING ADJACENT TO AIRFIELD PERIMETER

FENCING SHALL BE PARKED A MINIMUM OF 10 FEET AWAY FROM THE FENCE.

3. ACCESS AND HAUL ROUTES

· ACCESS POINTS

·· GATE(S): THE CONTRACTOR TO USE EXISTING SWING GATES FOR ACCESS.

GATES SHALL BE LOCKED WHEN NOT IN USE. OWNER TO PROVIDE

CONTRACTOR WITH KEYS FOR ACCESS.

·· ACCESS TO THE STAGING AND WORK AREAS BY THE CONTRACTOR SHALL BE

AS SHOWN ON THE PLANS UNLESS OTHERWISE AUTHORIZED BY THE

OWNER IN WRITING.

· HAUL ROUTES

·· REFER TO CSPP DRAWINGS FOR HAUL ROUTE LOCATIONS. THE

CONTRACTORS/SUBCONTRACTORS/DELIVERY VEHICLES SHALL USE ONLY

THE HAUL ROUTES SHOWN ON THE PLANS, UNLESS THE OWNER HAS

GRANTED PRIOR APPROVAL FOR AN ALTERNATE ROUTE IN WRITING.

·· THE CONTRACTOR SHALL MARK HAUL ROUTES TO BE USED WITH SIGNS OR

CONES AS REQUIRED BY THE OWNER. THE MARKING IS SUBJECT TO

OWNER/ENGINEER'S REVIEW AND THE OWNER'S APPROVAL.

·· THE CONTRACTOR SHALL WET (OR CLEAN) HAUL ROUTES AND

CONSTRUCTION TRAFFIC AREAS AS REQUIRED TO PREVENT EXCESSIVE DUST.

·· IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE

HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH

THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED

ROUTE.

4. MARKING AND LIGHTING OF VEHICLES

· ALL VEHICLES OR EQUIPMENT BELONGING TO THE CONTRACTOR,

SUBCONTRACTORS, AND SUPPLIERS, WHICH GO WITHIN AIRSIDE OPERATIONS

AREA (AOA) FOR ANY REASON SHALL DISPLAY AN APPROVED AMBER FLASHING

BEACON OR STROBE UNLESS SPECIFICALLY EXEMPTED FROM THIS REQUIREMENT

BY THE OWNER. ALL BEACONS AND STROBES SHALL BE VISIBLE FROM 360

DEGREES AND OF SUCH BRILLIANCE THAT THEY ARE READILY VISIBLE UNDER

NORMAL DAYLIGHT CONDITIONS. IN LIEU OF AN OPERABLE BEACON OR STROBE,

AN ORANGE AND WHITE-CHECKERED FLAG, AT LEAST THREE (3) FEET BY THREE

(3) FEET IN SIZE, MAY BE DISPLAYED ON AN APPROPRIATE STAFF ATTACHED TO

THE VEHICLE AND EQUIPMENT AS TO BE READILY VISIBLE. THIS OPTION IS

APPROVED FOR DAYLIGHT/VFR OPERATIONS ONLY AND SUBJECT TO THE

DISCRETION OF THE OWNER. VEHICLES AND EQUIPMENT NOT IN COMPLIANCE

WITH THE LIGHTING OR FLAGGING REQUIREMENTS OF THIS PARAGRAPH SHALL

NOT ACCESS PROPERTY WITHIN THE AOA UNLESS ESCORTED BY AN OWNER

APPROVED ESCORT VEHICLE. ALL VEHICLES AND EQUIPMENT SHALL

PROMINENTLY DISPLAY THE APPROPRIATE COMPANY/ORGANIZATIONAL

NAME/LOGO IN A MANNER APPROVED BY THE OWNER.

· MARKING AND LIGHTING OF VEHICLES SHALL COMPLY WITH AC 150/5210-5,

PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AN AIRPORT.

5. DESCRIPTION OF PROPER VEHICLE OPERATIONS

· ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL YIELD…