25-036-ITB_TW_S_Panel_Reconstruction_-_Dwgs_-_Addendum_2_06.19.25.pdf

KENTON COUNTY AIRPORT BOARD

BOONE COUNTY, KENTUCKY

TAXIWAY S SELECT PANEL

RECONSTRUCTION

VICINITY MAP

Scale: 1" = 2000'

CINCINNATI/ NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

N/A

N/ATITLE AND INDEX SHEET

INDEX

SHEET NO. SHEET DESCRIPTION

01 TITLE AND INDEX SHEET

SCOPE OF WORK

CONSTRUCTION SAFETY PHASING PLANS (PHASE 1 - PHASE 6)

06 - 11

PROJECT LOCATION

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

VERTICAL SCALE

PROJECT

SHEET

OF

HORIZONTAL SCALE

BF

S

NO

REVISIONS

L I C E N S E D

ST

AT

E OF KENTUCKY

PRO

FES

LANOIS ENGIN

EE

R

JASON R.

CLEARWATERS

27189

CINCINNATI/ N. KENTUCKY INTERNATIONAL AIRPORT

BOONE COUNTY KENTUCKY

BSE BSE

JRCJRC

.0

05/20/25

N/A

CONSTRUCTION SAFETY PHASING DETAILS03

CONSTRUCTION SAFETY PHASING NOTES04

CONSTRUCTION SAFETY PHASING PLAN - OVERALL05

ALIGNMENT PLAN

DEMOLITION PLANS

TYPICAL SECTIONS

PAVEMENT REHABILITATION PLANS

13 - 15

17 - 27

30 - 32

33 - 35

SPOT ELEVATION PLANS

JOINTING PLANS

JOINTING DETAILS

UNDERDRAIN PLAN

ELECTRICAL PLAN

ELECTRICAL TABLE

ELECTRICAL DETAILS

ELECTRICAL NOTES

PAVEMENT MARKING PLAN

28 - 29 PAVEMENT REHABILITATION DETAILS

TEMP. AMAZON

CONST. GATE

ooo o o o o o o o o o o o o o o o o o o o o o o o o o o

EA

ST

S

ER

VI

C

E R

O

AD

EA

ST

S

ER

VI

C

E R

O

AD

W

EN

D

EL

L

FO

R D

B O

U

LE

VA

R

D W

EN

D

EL

L

FO

R

D B

O U

LE

VA

R D

W

EN

D

EL

L

FO

R D

B O

U

LE

VA

R

D

SOUTH AIRFIELD ROAD

SOUTH AIRFIELD ROAD

TURFWAY ROAD

565758

58 57 56

NS

SN75

N1-1

N1-2

N1-1

N1-2 N2-2

N2-2

N2-1

N2-1

N3

N3

74 73

STOP

STOP

STOP

ST

OP

STOP

STOP

STOP

STOP

STOP

STOP

STOPSTOP

ST

OP

ST

OP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

ST

OP

ST

OP

STOP

STOP

STOP

STOP

STOP

STOP

ST

OP

ST

OP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

MERGE

STOP

STOP

STOP

STOP

STOP

STOP

MERGE

MERGE

ST

OP

STOP

STOP

ME

RG

E

STOP

SCALE

ONLY

NO PARKING FIRE LANE

NO PARKING FIRE LANE

SC

AL

E

ON

LY

SC

AL

E

ON

LY

SC

AL

E

BY

PA

SSST

OP

ST

OP

ST

OP

NO PARKING

FIRE LANE

STOP

ST

OP

72 71

N4

N4

B737

B767

C01 C

B737

B767

C

C

C 02C02

B737

B767

A

60 A

A 80 A80

A

A

A

A

C 41

C

A3

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B7

B737

B767

B737

B767

B737

B767

B737

B767

B737

B767

B737

B767

B737

ATR

B737

ATR

B737

ATR

B737

ATR

B737

ATR

B737

ATR

A

A

A

A0

A0

A

B

B

B

B

C31

C

B

B0

C

C

C

C1

C

C

C0

C

C

C

C

C

C

C

C

C

C

C

C

C

B0

0B

B

B0

B0

B

B

B0

B7

B7

B7

B7

B7

B7

B7

A3

B7

A3

B7

A3

B7

A3

B7

A3

A3

B7

A3

B7

MERGE

MERGE

MERGE

SCAL

E

ONLY

SCAL

E

ONLY

STOPSTOP

STOPSTOP

STOP STOP

STOPSTOP

STOPSTOP

STOPSTOP

STOPSTOPSTOPSTOP

STOPSTOP

STOPSTOP

STOP STOP

A 03A

1" = 400'SCOPE OF WORK

00 400' 800'

SCALE: 1" = 400'

TW T3TW S3

RU

NW

AY

8L

R

TA

XI

W

AY

V

TA

XI

W

AY

T

TA

XI

W

AY

S

TAXIWAY N

TW

T4

TW T5

TW S5

TW D2 TAXILANE N

DHL 6 - TAXILANE

DH

L

- T

AX

IL

AN

E

DHL 1 - TAXILANE

DH

L

- T

AX

IL

AN

E

DH

L

- T

AX

IL

AN

E

DH

L

- T

AX

IL

AN

E

SOUTH AIRFIELD ROAD

W

EN

DE

LL

F

OR

D

BO

UL

EV

AR

D

TO

W

ER

R

OA

D HO

LS

CH

ER

D

RI

VE

TW S4

GATE SE-5

WARNING TUNNEL

HEIGHT 16'-6"

WARNING TUNNEL

HEIGHT 16'-6"

HAUL ROUTE

NOTES:

1. THE SCOPE OF WORK SHEET IS INTENDED ONLY AS A GENERAL DESCRIPTION OF THE WORK ITEMS AND THEIR APPROXIMATE LOCATIONS AND LIMITS FOR THE PURPOSE OF UNDERSTANDING THE SCOPE OF THE PROJECT. IT SHALL NOT BE USED AS A CONSTRUCTION PLAN. REFER TO THE PLAN SHEETS WHICH FOLLOW FOR DETAILED CONSTRUCTION REQUIREMENTS, LOCATIONS, AND ITEMS OF WORK.

2. THIS PROJECT CONSISTS OF THE REHABILITATION OF THE TAXIWAY S PAVEMENT. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT, AND TRANSPORTATION NECESSARY TO CONSTRUCT ALL ELEMENTS OF THE PROJECT AS

DESCRIBED IN THE FOLLOWING PLANS, INCLUDING BUT NOT LIMITED TO:

- REPLACE ISOLATED CONCRETE PANELS

- REPAIR CONCRETE CRACKING

- REPAIR CONCRETE JOINT

- REMOVAL OF CONCRETE

- REMOVAL OF ASPHALT

- REMOVE TAXIWAY CENTERLINE LIGHTS, CANS, AND CABLING

- REMOVE AND REPLACE PAVEMENT MARKINGS

- INSTALL TAXIWAY CENTERLINE LIGHTS, CANS, CABLING, AND CONDUIT

3. THE PROJECT PAY ITEMS ARE INTENDED TO BE INCLUSIVE OF ALL WORK TO BE PERFORMED, AS SHOWN IN THESE PLANS. ALL INCIDENTAL WORK REQUIRED TO COMPLETE THE PROJECT, TO THE SATISFACTION OF THE KENTON COUNTY AIRPORT BOARD

(KCAB), MUST BE INCLUDED IN THE COST OF PERFORMING THESE PAY ITEMS.

4. THE CONTRACTOR SHALL PAY CLOSE ATTENTION TO THE SAFETY AND PHASING PLANS AND THE AIRPORT SAFETY

REQUIREMENTS SECTION OF THE SPECIFICATIONS. THESE SHALL BE STRICTLY ENFORCED.

5. CONSTRUCTION WILL BE IN OR ADJACENT TO TAXIWAY AND APRON OPERATIONAL AREAS. ALL RUBBISH AND DEBRIS RESULTING FROM THE WORK SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR ON A CONTINUAL BASIS.

6. CONTRACTOR SHALL PROVIDE A CONCRETE WASHOUT AREA WITHIN THE STAGING AREA. NO WASH OUT AREAS SHALL BE

ALLOWED ON TAXIWAYS, TAXILANES, OR APRON.

7. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL SURPLUS MATERIAL AND EQUIPMENT

BELONGING TO THE CONTRACTOR AND HIS/HER SUBCONTRACTORS.

8. THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER A MINIMUM OF 7 DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING FOR APPROVAL. THE CONTRACTOR SHALL ALSO ATTEND ANY JOB MEETINGS CALLED BY

KCAB.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTION OF ALL DAMAGE TO AIRPORT PROPERTY CAUSED BY HIS/HER

FORCES OR SUBCONTRACTORS.

10. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN AREAS OF EXISTING UTILITIES. THE CONTRACTOR SHALL HAVE EXISTING UTILITIES LOCATED AND MARKED IN ADVANCE OF EXCAVATION IN ALL AREAS. ANY DAMAGE DONE TO FUNCTIONING UTILITIES SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT HIS/HER OWN EXPENSE.

THE LOCATION OF ANY UTILITIES SHOWN ON THE PLANS IS APPROXIMATE ONLY. DEPTHS ARE NOT KNOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF EXISTING UTILITIES WITH KCAB AND KENTUCKY 811 1-800-752-6007.

11. KCAB EMPLOYEES AND/OR KCAB CONTRACTORS MAY BE PERFORMING SIMULTANEOUS WORK EFFORTS WITHIN PROJECT AREA.

CONTRACTOR SHALL COORDINATE WORK EFFORTS AS REQUIRED.

12. THE CONTRACTOR WILL, BY WATERING, CHEMICALS, VEGETATION, OR OTHER MEANS, PREVENT THE OCCURRENCE OF DUST WHICH WILL BE OBJECTIONABLE TO KCAB OR THE FAA OR VIOLATE EXISTING LAWS OR REGULATIONS OR CAUSE HAZARDS TO AIR TRAFFIC. AT ANY TIME THAT DUST, CAUSED BY THE CONSTRUCTION, BECOMES EXCESSIVE, IN THE OPINION OF THE RESIDENT PROJECT REPRESENTATIVE, DUE TO INADEQUATE CONTROL MEASURES BY THE CONTRACTOR, THE RESIDENT PROJECT REPRESENTATIVE SHALL ORDER THE CONTRACTOR TO SUSPEND ALL ACTIVITIES CAUSING THE PROBLEM UNTIL

ADEQUATE MEASURES ARE INSTIGATED.

RESTRICTED FROM CONSTRUCTION

HAUL ROUTE TRAFFIC

LEGEND

TAXIWAY M

TW T6

TW

M

TW

K

TW

K

RU

NW

AY

8C

C

TA

XI

W

AY

D

RUNWAY 9 - 27

TAXIWAY M

TW

M

TW

K4

TW D3

TW D4

TA

XI

W

AY

C

TA

XI

W

AY

E

PAVEMENT REHABILITATION

(TYPICAL)

W

EN

DE

LL

F

OR

D

BO

UL

EV

AR

D

W

EN

DE

LL

F

OR

D

BO

UL

EV

AR

D

STOCKPILE, STAGING,

WASHOUT AREA, AND

CONTRACTOR PARKING

BATCH PLANT (SEE NOTE 12)

PAVEMENT RECONSTRUCTION

(TYPICAL)

STOCKPILE, STAGING, WASHOUT AREA, AND

CONTRACTOR PARKING

SITE ENTRY POINT / GATE GUARD (SECURITY

CHECK-IN)

BATCH PLANT

HAUL ROUTE

CONSTRUCTION LIMITS

EXISTING ELECTRICAL

VAULT BUILDING

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

VERTICAL SCALE

PROJECT

SHEET

OF

HORIZONTAL SCALE

BF

S

NO

REVISIONS

L I C E N S ED

ST

AT

E OF KENTUCKY

PR O

F ES

LANOIS ENGIN

EE

R

JASON R.

CLEARWATERS

27189

CINCINNATI/ N. KENTUCKY INTERNATIONAL AIRPORT

BOONE COUNTY KENTUCKY

BSE BSE

JRCJRC

.0

05/20/25

N/A

REMOVE AND REPLACE

TAXIWAY CENTERLINE LIGHTS

(TYPICAL)

INSTALL NEW ELECTRICAL

CABLING AND CONDUITS

(TYPICAL)

NEW PAVEMENT MARKINGS

(TYPICAL)

N/A

WATER FILLED, LOW PROFILE

BARRICADE MFR. MFR.

NEUBERT AERO CORP MODEL

NO. PC 9642

RED FLASHING

LIGHT

REFLECTIVE TAPE (TYP)

30" MAX. TO

GROUND

18" 8'

10"

1. BARRICADES SHALL BE PLACED INTERLOCKED AS SHOWN IN PLANS.

2. INSTALL WHERE INDICATED ON CONSTRUCTION SAFETY PLAN OR IN LOCATIONS APPROVED BY THE

ENGINEER OR OWNER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING, MOVING, LIGHTING AND MAINTAINING THE

BARRICADES DURING CONSTRUCTION OF THE ENTIRE PROJECT.

4. THE BARRICADES SHALL BE WEIGHTED AND CAPABLE OF WITHSTANDING UP TO 110 M.P.H. WIND

FORCES

5. INSTALL A MINIMUM OF 2 OMNI-DIRECTIONAL BATTERY POWERED RED PHOTOCELL LIGHTS EQUALLY SPACED PER EACH 8' LONG BARRICADE. LIGHTS SHALL MAINTAIN SUCH INTENSITY SO AS TO BE

READILY IDENTIFIED FROM DISTANCES OF 200' OR GREATER DURING DARKNESS PERIODS.

6. THE COST OF PROVIDING AND MANIPULATING BARRICADES SHALL BE INCLUDED IN THE

"MAINTENANCE OF TRAFFIC" PAY ITEM.

BARRICADE NOTES:

WATER FILLED, MID PROFILE

BARRICADE

RED FLASHING

LIGHT

REFLECTIVE TAPE (TYP)

8'

10"

MID PROFILE BARRICADE DETAIL

Scale: NOT TO SCALE

PLAN

SECTION A-A

STRAW BALE (ALTERNATIVE

MATERIALS OR PRODUCTS

MAY BE USED TO PROVIDE

STRUCTURAL CONTAINMENT.

ALTERNATIVE MATERIALS OR

PRODUCTS WILL REQUIRE

DESIGN MODIFICATION)

POLYETHYLENE LINING (10 MIL);

LINING SHOULD EXTEND OVER

STRAW BALES.

WOOD OR METAL STAKES TO

SECURE STRAW BALES (2 PER BALE).

METAL PINS OR STAPLES TO

SECURE POLYETHYLENE LINING

TO STRAW BALES.

WOOD OR METAL STAKES TO

SECURE STRAW BALES (2 PER BALE)

BINDINGS

METAL PINS OR STAPLES TO

SECURE POLYETHYLENE LINING

TO STRAW BALES

STRAW BALE - ALTERNATIVE

MAY BE USED, BUT WILL

REQUIRE DESIGN

MODIFICATION

COMPACTED SOIL MATERIAL

POLYETHYLENE LINING

(10 MILS); LINING SHOULD

EXTEND OVER STRAW BALES.

STRAW BALES ENTRENCHED

4" INTO SOIL

STRAW BALES ENTRENCHED 4

INCHES INTO SOIL. (TYP.)

NOTE:

1. CONTRACTOR SHALL DISPOSE OF LIQUIDS COLLECTED IN

CONCRETE WASHOUT AND MUST BE DISPOSED OF AS

WASTEWATER AT THE LOCAL SANITARY SEWER AUTHORITY

PROVIDED THEIR NPDES PERMITS ALLOW FOR ACCEPTANCE OF

THIS MATERIAL.

W = 12 FEET

L

FE

ET

L = INSIDE LENGTH

W = INSIDE WIDTH

1. ALL CONSTRUCTION SIGNS SHALL HAVE A BLACK MESSAGE ON FEDERAL ORANGE REFLECTIVE SHEETING, UNLESS

OTHERWISE NOTED.

2. UNLESS OTHERWISE SPECIFIED, CONSTRUCTION SIGNS SHALL BE MOUNTED ON PORTABLE SUPPORTS. A PORTABLE SUPPORT IS DEFINED AS A TYPICAL SIGN STANDARD AS SHOWN ON THIS SHEET, OR A SMALL LIGHT WEIGHT TRAILER.

ALL SIGNS, REGARDLESS OF THE TYPE OF SUPPORTS USED, SHALL BE MOUNTED SUCH THAT THE MESSAGE ON THE SIGN IS LEVEL IN THE HORIZONTAL PLANE AFTER PLACEMENT. THE COST OF THE SUPPORTS, ANY NECESSARY HARDWARE AND, WHERE SPECIFIED, CONSTRUCTION WARNING LIGHTS SHALL BE INCLUDED IN THE COST OF THE CONSTRUCTION

SIGNS.

3. WARNING LIGHTS, TYPE "A":

AS USED HEREIN, WARNING LIGHTS ARE PORTABLE, LENS DIRECTED, ENCLOSED LIGHTS. THE COLOR OF THE LIGHT

EMITTED SHALL BE RED. WARNING LIGHTS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:

WARNING LIGHTS

TYPE A

FLASHING

LENS DIRECTIONAL FACES 2

FLASHING RATE PER MINUTE 60

FLASH DURATION 1 SECOND

MINIMUM EFFECTIVE INTENSITY -

MINIMUM CANDLE POWER 2 CANDELAS

HOURS OF OPERATION DUSK TO DAWN

4. ALL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES FOR STREETS AND HIGHWAYS, CURRENT EDITION.

5. THE CONTRACTOR SHALL PROVIDE ADEQUATE SIGNAGE TO CONTROL THE CONSTRUCTION TRAFFIC AND DELINEATE

THE HAUL ROUTES.

6. CONSTRUCTION SIGNS SHALL BE INCIDENTAL TO PAY ITEM, MAINTENANCE OF TRAFFIC.

SIGN NOTES

CONSTRUCTION SIGNS

NOT TO SCALE

TYPICAL SIGN STANDARD

NOT TO SCALE

STOP

R1-1 30" x 30"

D

48" x 48" B

48" x 48" C

STAGING

AREA

BLACK ON

ORANGE

REFLECTIVE

SHEETING

WHITE ON RED

REFLECTIVE

SHEETING

36" x 36" E

LOOK OUT FOR

CONSTRUCTION

TRAFFIC

CAUTION

24" x 36" A

BLACK ON

WHITE

REFLECTIVE

SHEETING

ROAD

R11-2 24" x 18"

CLOSED

W1-6 24" x 48"

CONCRETE WASHOUT

NOT TO SCALE

CONSTRUCTION SAFETY PHASING DETAILS

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

VERTICAL SCALE

PROJECT

SHEET

OF

HORIZONTAL SCALE

BF

S

NO

REVISIONS

L I C E N S E D

ST

AT

E OF KENTUCKY

PRO

FES

LANOIS ENGIN

EE

R

JASON R.

CLEARWATERS

27189

CINCINNATI/ N. KENTUCKY INTERNATIONAL AIRPORT

BOONE COUNTY KENTUCKY

BSE BSE

JRCJRC

.0

05/20/25

N/A

LOW PROFILE BARRICADE DETAIL

Scale: NOT TO SCALE

CONSTRUCTION SAFETY PHASING NOTES

Construction Safety and Phasing Plan (CSPP):

Scope of Work: This project at the Cincinnati/Northern Kentucky International Airport consists of the Rehabilitation of the Taxiway Sierra (S), pavement, including but not limited to:

-Remove and replace isolated concrete panels -Repair concrete cracking -Repair concrete joints -Removal of concrete -Removal of asphalt -Remove Taxiway centerline lights, cans, and cabling -Remove and replace pavement markings -Install Taxiway centerline lights, cans, cabling, and conduit

General: The CSPP has been developed utilizing the process set forth in AC 150/5370-2G “Operational Safety on Airports During Construction”. Everyone has a role in operational safety on airports during construction: the airport operator, the airport's consultants, the construction contractor and subcontractors, airport users, airport tenants, ARFF personnel, Air Traffic personnel, including Technical Operations personnel, FAA Airports Division personnel, and others. Close communication and coordination between all affected parties is the key to maintaining safe operations. Such communication and coordination should start at the project scoping meeting and continue through the completion of the project. The airport operator and contractor should conduct onsite safety inspections throughout the project and immediately remedy any deficiencies, whether caused by negligence, oversight, or project scope change.

SPCD: The contractor is responsible for submitting a Safety Plan Compliance Document (SPCD) which details how the contractor will comply with the CSPP. It is not possible to determine all safety plan details, which are specific to the contractor, during the development of the CSPP.

The successful contractor will develop a SPCD that includes equipment hazards, contractor's points of contact, equipment heights, etc. that will be submitted to the airport for review prior to the issuance of a notice-to-proceed. A sample of a SPCD is provided in the project specifications.

(1) Coordination

Airport Operators conducting construction will use pre-design, pre-bid and pre-construction conferences to introduce the subject of airport operational safety during construction. In addition, the following should be coordinated as required:

a.) Contractor Progress Meetings: Operational safety will be a standing agenda item for discussion during progress meetings throughout the project. The progress meetings will be held either weekly or bi-weekly at the owner's and engineer's discretion and the frequency may vary during the course of the project. Attendance by the prime contractor and relevant sub-contractors is mandatory.

b.) Scope or Schedule Changes: Changes in the scope or duration of the project may necessitate revisions to the CSSP and review and approval by the airport operator and the FAA. The prime contractor will submit a schedule at the beginning of the project and will be required to update the schedule as deviations occur due to weather, unforeseen circumstances, etc.

c.) FAA ATO Coordination: Early coordination with FAA ATO is required to schedule airway facility shutdowns and restarts. Relocation or adjustments to NAVAIDs, or changes to final grades in critical areas, may require an FAA flight inspection prior to restarting the facility. Flight inspections must be coordinated and scheduled well in advance of the intended facility restart.

(2) Phasing

The project is broken into Six (6) phases of construction and is outlined below:

Phase 1: Reconstruction of concrete pavement on Taxiway S, including new full depth concrete pavement section, underdrains, airfield electrical, and pavement markings.

Phase 2: Rehabilitation of Taxiway S, existing concrete pavement including isolated concrete panel replacement, spall repair, crack repair, and joint repair.

Phase 3: Rehabilitation of Taxiway S, spall repair, crack repair, and joint repair.

Phase 4: Rehabilitation of Taxiway S, spall repair, crack repair, and joint repair.

Phase 5: Rehabilitation of Taxiway S, spall repair, crack repair, and joint repair.

Phase 6: Rehabilitation of Taxiway S, spall repair, crack repair, and joint repair.

Sequence of work estimated as follows:

Phase Location Base Calendar Days Work Hour Restrictions

1 (Base Bid) TW S 45 No work hour restrictions.

1 (Add Alternate 1) TW S 24 No work hour restrictions.

2 (Add Alternate 2) TW S 14 No work hour restrictions.

3 (Add Alternate 3) TW S 3 No work hour restrictions.

4 (Add Alternate 4) TW S 2 No work hour restrictions.

5 (Add Alternate 5) TW S 2 No work hour restrictions.

6 (Add Alternate 6) TW S 2 No work hour restrictions.

(3) Areas and Operations Affected by the Construction Activity See Operations Effects table below.

Table 1: Airport Operations Affected by Construction - Phases 1-6

(4) Protection of Navigational Aids (NAVAIDS)

Before commencing construction activity, parking vehicles or storing construction equipment and materials near a NAVAID, coordinate with the appropriate FAA ATO/Technical Operations Office to evaluate the effect of construction activity and the required distance and direction from the NAVAID. Construction activities, material/equipment storage, and vehicle parking near electronic NAVAIDs require special consideration since they may interfere with signals essential to air navigation. This project is not anticipated to affect any NAVAIDs.

(5) Contractor Access a.) Location of Stockpiled Materials: Stockpiled materials and equipment storage are not permitted within the Runway or Taxiway Safety Area (RSA/TSA) and Object Free Zone (OFZ), and if possible should not be permitted within the Object Free Area (OFA) of an operational runway.

b.) Vehicle and Pedestrian Operations: Vehicle and pedestrian access routes for airport construction projects must be controlled to prevent inadvertent or unauthorized entry of persons, vehicles, or animals onto the Aircraft Operations Area (AOA). The airport operator should coordinate requirements for vehicle operations with airport tenants, contractors, and the FAA air traffic manager.

1.) Construction Site Parking: The area for vehicle parking for contractor employees is shown on the plan sheets of the CSPP.

There shall be no unauthorized entry of persons or vehicles onto the AOA. Only Contractor owned and insured vehicles and equipment shall be inside the AOA.

2.) Construction Equipment Parking: Contractor employees must park and service all construction vehicles in the designated staging area and never in the safety area of an active runway or taxiway. Unless a complex setup procedure makes movement of specialized equipment infeasible, inactive equipment must not be parked on a closed taxiway or runway. If it is necessary to leave specialized equipment on a closed taxiway or runway at night, the equipment must be well lighted. A maximum equipment height of 25 feet will be enforced, with the location submitted on a FAA Form 7460-1.

3.) Access and Haul Roads: The access and haul road to the project site will be from multiple points due to the varied locations of the work areas as shown on the plan sheets of CSPP. The contractor is not permitted to use any other access points. This access shall be clearly marked by the contractor to prevent trucks and personnel from inadvertently entering into area open to airport operations. The maximum equipment height on the access and haul road will be 25 feet.

4.) Marking and Lighting of Vehicles: Per AC 150/5210-5, the standard for identification lighting is a yellow flashing light that is mounted on the uppermost part of the vehicle structure. The light must be visible from any direction, day and night, including from the air. For vehicles and/or construction equipment where a light is not feasible, a flag must be attached that is readily visible. The flag must be at least a 3-foot by 3-foot square having a checkered pattern of international orange and white squares with at least 1 foot on each side.

5.) Description of Proper Vehicle Operations: All contractor vehicles shall be in proper and safe working order. Under normal conditions vehicles shall follow two-way radio communications procedures outlined below in 9.), under lost communications or emergency conditions all vehicles shall return to the staging area immediately while avoiding the AOA and all safety areas.

6.) Required Escorts: The Contractor's access to the primary Project work areas and AOA shall be via the haul roads and gates as shown on the plans. The Contractor shall furnish gate guards and guard house at all access gates, at all times the Contractor is working in the AOA. Only authorized personnel may be gate guards. The Contractor shall hire and coordinate the gate guards with the coordinator at the Airport Police Department, phone number (859) 767-3112. The Contractor shall pay these gate guards and shall pay them at the Laborer, Group 1 rate as listed in the Prevailing Wage Determination as indicated in the project specifications.

Where designated haul routes for the Project are anticipated to cross active Aprons and Taxilanes, all Contractor vehicles and personnel shall be escorted. The escorts shall be equipped with a vehicle ground radio, and a KCAB radio. Only authorized personnel may be the escorts designated acceptable during periods when the Contractor must enter the AOA for construction per the phasing plan. The Contractor is responsible for hiring and coordinating the escorts with the escort coordinator at the Airport Police Department, phone number (859) 767-4881. The escorts shall be paid at the Laborer, Group 1 rate.

The Contractor shall supply it's own vehicles for gate guard and escorting services that are properly equipped for use within the AOA. Contractor's vehicles will follow each escort and obey the escort's directions during the period of the escort. The number of escorts necessary for the project will depend upon the contractor's operations. Under no circumstances will a vehicle be permitted to enter the AOA without an escort. If additional escorts are required to maintain the work schedule, it will be at the Contractor's responsibility to hire them.

A maximum number of four (4) vehicles may be moved by a single escort. When escorting construction equipment, the maximum number of escorted vehicles shall be reduced to two (2). Maximum construction traffic speed on all airport property shall be 15 mph.

7.) Training Requirement for Vehicle Drivers: A drivers training program is not required as escorts will be utilized at all times. All personnel driving on the airport shall be familiar with the FAA publication "FAA Guide to Ground Vehicle Operations." The airport operator and the engineer also reserve the right to revoke driving privileges from contractor personnel.

8.) Situational Awareness: Vehicle drivers must confirm by personal observation that no aircraft is approaching their position (either in the air or on the ground) when given clearance to cross a runway, taxiway, or any other area open to airport operations.

In addition, it is the responsibility of the escort vehicle driver to verify the movement/position of all escorted vehicles at any given time.

9.) Two-way Radio Communications Procedures: The required escorts will be responsible for radio communications, not the Contractor.

10.) Maintenance of the Secured Area of the Airport: The contractor must take care to maintain security during construction when access points are created or used. The gate at the construction entrance shall be locked except for when entering or exiting.

(6) Wildlife Management Construction contractors must carefully control and continuously remove waster or loose materials that might attract wildlife. Contractor personnel must be aware of an avoid construction activities that can create wildlife hazards on airports such as:

a.) Trash: Food scraps must be collected from construction personnel activity.

b.) Standing Water: Contractors must minimize the creation of standing water during construction by always maintaining positive drainage. Any standing water that exists after a rainfall event shall be drained immediately. Any pumping required is incidental and at the contractor's expense.

c.) Tall Grass and Seeds: Grass seed is attractive to birds. Lower quality seed mixtures can contain seeds of plants (such as clover) that attract larger wildlife. Seeding shall comply with the project specifications.

d.) Poorly Maintained Fencing and Gates: The Cincinnati/Northern Kentucky International Airport currently maintains a security and wildlife fence. All movements through the fence must be carried out safely and securely. All gates must be locked at all times unless Gate guard is present.

e.) Disruption of Existing Wildlife Habitat: No existing wildlife habitat is expected to be disturbed by this project. The contractor shall notify the airport operator and engineer of wildlife sightings.

(7) Foreign Object Debris (FOD) Management

Waste and loose materials, commonly referred to as FOD, are capable of causing damage to aircraft landing gears, propellers, and jet engines. Construction contractors must not leave or place FOD on or near active aircraft movement areas. Materials capable of creating FOD must be continuously removed during the construction project. Areas open to aircraft operation shall be inspected for FOD by the contractor at the end of each work day if work was done in that area.

The Contractor shall man and maintain a self propelled truck type vacuum on site during all hours that work is in progress. Contractors shall utilize water to control dust. Material stockpiles will be covered, if necessary. Temporary plants must be equipped with dust collectors.

Contractor shall be required to have sufficient vacuum trucks (2 min.) to keep haul route free of FOD throughout hauling operations.

(8) Hazard Materials (HAZMAT) Management

Contractors operating construction vehicles and equipment on the airport must be prepared to expeditiously contain and clean-up spills resulting from fuel or hydraulic fluid leaks. Transport and handling of other hazardous materials on an airport also requires special procedures.

(9) Notification of Construction Activities a.) List of Responsible Representatives:

Cincinnati/Northern Kentucky International Airport - Planning and Development Caleb Claxton (859) 767-3051 Office

(859) 461-1584 Mobile

Cincinnati/Northern Kentucky International Airport - Airside Maintenance On-Call Manager (859) 767-3191 Cell

Cincinnati/Northern Kentucky International Airport - Airside Operations Brian Barnott (859) 767-1425 Office

(859) 221-5180 Mobile

Engineer:

Butler, Fairman & Seufert, Inc. (317) 713-4615 Office b.) NOTAMs: Only the airport operator or ATCT may initiate or cancel NOTAMs on airport conditions, and is the only entity that can close or open a runway. The airport operator must coordinate the issuance, maintenance and cancellation of NOTAMs about airport conditions resulting from construction activities with tenants and must provide information on closed or hazardous conditions on airport movement areas to the FAA Flight Service Station (FSS) so it can issue a NOTAM. Any person having reason to believe that a NOTAM is missing, incomplete, or inaccurate must notify the airport operator.

c.) Emergency Notification Procedures: The following are contacts for this project.

1.) Emergencies: Dial 911 (Notify operator at "CVG" or "Cincinnati International") 2.) Non-Emergency numbers:

Airport Police Department (859) 767-3123 Airport Fire Department (859) 767-3112 St. Elizabeth - Florence (859) 212-5200 Kentucky Regional Poison Control Center (800) 222-1222 d.) Coordination with ARFF: Aircraft Rescue and Fire Fighting (ARFF) Index C is stationed at the Cincinnati/Northern Kentucky International Airport. Contractor coordination is required to maintain access to Fire Department Connections (FDC) at all times during the project.

e.) Notification to the FAA:

1.) Part 77: FAA Form 7460-1 has been submitted to the FAA for this project. Any deviation from the plan construction areas may require another submission for FAA review.

2.) Part 157: Title 14 CFR Part 157 does not apply to this project.

3.) NAVAIDs: This project is not anticipated to impact navigational aids.

(10) Inspection Requirements a.) Daily Inspections: Inspections of the site to verify that it is in compliance with the CSPP should be conducted at least daily, but more frequently if needed. The engineer will provide the contractor with a checklist for this inspection. The resident project representative (RPR) will also conduct daily inspections.

b.) Final Inspections: Before re-opening closed sections of the airport to operations, the contractor, airport operator, SSC, and RPR shall inspect the area. Upon their concurrence that the area is safe to operate aircraft, the area will re-open.

(11) Underground Utilities

Locations of all existing underground utilities shown on this plan are based upon above ground evidence (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) and are speculative in nature. There may also be other existing underground utilities for which no above ground evidence was observed. The exact locations of said existing underground utilities should be verified by the contractor prior to any and all construction. Kentucky811 may be used to locate the public utilities by calling 811 or (800) 752-6007. They will not however locate airport and FAA owned utilities. Any airport owned utilities that are damaged by construction must be repaired immediately. The contractor shall have an electrician that is available to respond in a timely fashion in case of damage.

Known public on-site utilities and their contact information are below:

a.) Telephone Guy Warman d.) Water/Sewer J.W. Lucas Infrastructure & Managed Services Consultant Cincinnati/N. Kentucky Intl Airport Cincinnati Bell Business P(859) 743-5861 P(513) 397-5698 b.) Gas Corey Steinmetz e.) FAA Dave Johnson Project Coordinate, Duke Energy CVG FAA SSC 1262 Cox Road 56 New Price Pike Erlanger, KY 41018 Erlanger, KY 41018 P(859) 534-4452 P(859) 372-6500 c.) Electric David Wainscott f.) Nat. Weather Service Don Hughes Manager of Operations 1901 S. State Route 134 Owen County Rural Electric Co Wilmington, OH 45177-9708 Owenton, KY 41051 P(937) 383-0031 P(800) 372-7612, (502) 563-3518

(12) Penalties

Vehicle/Pedestrian Deviations (V/PDs) from the CSPP will face a penalty of varying amount depending on the severity of the deviation. A runway incursion is any unauthorized intrusion onto a runway, regardless of whether or not an aircraft presents a potential conflict. See runway incursion penalty table below:

Violations of the CSPP outside of runway incursions will be assessed a written warning for the first violation and then $500 per violation thereafter.

Runway Incursion Category Description Penalty

Category A A serious incident in which a collision was narrowly avoided. Up to $10,000 and Rescission of Access to the AOA.

Category B An incident in which separation decreases and there is a significant potential for collision, which may result in a time critical corrective/evasive response to avoid a collision.

Up to $10,000 and Rescission of Access to the AOA.

Category C An incident characterized by ample time and/or distance to avoid a collision.

Up to $10,000 and Rescission of Access to the AOA.

Category D An incident that meets the definition of runway incursion such as incorrect presence of a single vehicle/person/aircraft on the protected area of a surface designated for the landing and take-off of aircraft but with no immediate safety consequences.

Up to $10,000 and Rescission of Access to the AOA.

(13) Special Conditions

In the case of an aircraft in distress or an accident, all contractor personnel must remove all equipment from the project site and return to the staging area. The project will be suspended until clearance is given from the engineer and the airport operator. In the event of a V/PD the project will be suspended until a safety meeting and de-briefing of the incident occurs.

Low visibility conditions are considered severe weather at the airport and is subject to contract language for delays. Work will be suspended during low visibility conditions for safety.

(14) Runway and Taxiway Visual Aids

Areas where aircraft will be operating are clearly and visibly separated from construction areas, including closed runways. Throughout the duration of the construction project, verify that these areas remain clearly marked and visible at all times and that marking, lighting, signs, and visual NAVAIDs remain in place and operational.

a.) General: Airport 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 and constructed of materials that would minimize damage to an aircraft in the event of inadvertent contact.

b.) Markings: Markings must be in compliance with the standards of AC 150/5340-1, Standards for Airport Markings. Runway and exit taxiways closed to aircraft operations are marked with a yellow X.

1.) Closed Runways and Taxiways (See plan sheets for locations)

i. Temporary Closed Runways. For runways that have been temporarily closed, place an X at each end of the runway directly on or as near as practicable to the runway designation numbers. See lighted closure X detail and notes.

ii. Temporary Closed Taxiways. Place barricades outside the safety area of intersecting taxiways. For runway/taxiway intersections, place an X at the entrance to the closed taxiway from the runway.

iii. Construct the temporary closure X from any of the following materials: fabric, colored plastic, painted sheets of plywood, snow fence, or similar materials. They must be yellow and properly configured and appropriately secured to prevent movement by prop wash, jet blast, or other wind currents.

iv. The application rate of paint to mark a short-term temporary runway and taxiway marking may deviate from the standard, but the dimensions must meet the existing standards.

c.) Lighting and Visual NAVAIDs: Lighting must be in conformance with AC 150/5340-30, Design and Installation Details for Airport Visual Aids, and AC 150/5345-50, Specifications for Portable Runway and Taxiway Lights. When disconnecting runway and taxiway lighting fixtures, disconnect the associated isolation transformers. Alternatively, cover the light fixture in such a way as to prevent light leakage. Avoid removing the lamp from energized fixtures because an excessive number of isolation transformers with open secondaries may damage the regulators and/or increase the current above its normal value. Secure, identify, and place any above ground temporary wiring in conduit to prevent electrocution and fire ignition sources.

1.) Temporarily Closed Runways: There will be no temporarily closed runways during the course of this project.

2.) Partially Closed Runways and Displaced Thresholds: There will be no partially closed runways during the course of this project.

3.) Temporarily Closed Taxiways: If possible, deactivate the taxiway lighting circuits. When deactivation is not possible (for example other taxiways on the same circuit are to remain open), cover the lighting fixture in such a way to prevent light leakage.

d.) Signs: To the extent possible, signs must be in conformance with AC 150/5345-44, Specifications for Runway and Taxiway Signs and

AC 150/5340-18, Standard for Airport Sign Systems. At any time a sign does not serve its normal function; it must be covered or removed to prevent misdirecting pilots.

(15) Marking and Signs for Access Routes

Pavement markings and signs for construction personnel will conform to AC 150/5340-18 and, to the extent practicable, with the Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD) and/or State highway specifications.

(16) Hazard Marking and Lighting

Hazard Marking and Lighting prevents pilots from entering areas closed to aircraft, and prevents construction personnel from entering areas open to aircraft.

a.) Equipment:

1.) Barricades are the required method used to identify and define the limits of construction and hazardous areas on the airport. The barricades must be interlocked such that a breach is physically preventable barring a deliberate act.

2.) Lights must be red, either steady burning or flashing, and must meet the luminance requirements for the State Highway Department. Batteries powering lights will last longer if lights flash. Lights must be mounted on barricades and spaced no more than 10 ft. Lights must be operated between sunset and sunrise and during periods of low visibility whenever the airport is open for operations. They may be operated by photocell, but this may require the contractor to turn them on manually during periods of low visibility during daytime hours.

3.) Barricades are not permitted in any active safety area. All barricades adjacent to any open runway or taxiway/taxilane safety area, or apron, must be as low as possible to the ground, and no more than 18 inches high, exclusive of supplementary lights.

Barricades must be of low mass; easily collapsible upon contact with an aircraft or any of its components; and weighted or sturdily attached to the surface to prevent displacement.

4.) The contractor shall provide a person on call 24 hours a day for emergency maintenance of airport hazard lighting and barricades.

The contractor must file the contact person's information with the airport operator. Lighting should be checked for proper operation frequently.

(17) Protection of Runway and Taxiway Safety Areas

Runway Safety Areas (RSA), Taxiway Safety Areas (TSA), Obstacle Free Zones (OFZ), Object Free Areas (OFA), and approach surfaces must be protected during construction, and are shown on the plan sheets. Protection of these areas includes limitations on the locations and height of equipment and stockpiled material. See the plan sheets of the CSPP for locations and dimensions of the protected areas.

a.) Runway Safety Area (RSA) & Taxiway Safety Area (TSA): A runway safety area is the defined surface surrounding the runway prepared or suitable for reducing the risk of damage to airplanes in the event of an undershoot, overshoot, or excursion from the runway. A taxiway safety area is a defined surface alongside the taxiway prepared or suitable for reducing the risk of damage to an airplane unintentionally departing the taxiway. Construction activities within the existing RSA & TSA are subject to the following conditions:

1.) No construction may occur within the existing RSA or TSA while the corresponding runway or taxiway is open for aircraft operations.

2.) Open trenches or excavations are not permitted within the RSA or TSA while the corresponding runway or taxiway is open. If possible, backfill trenches before the runway or taxiway is opened. If the runway or taxiway must be opened before the excavations are backfilled, cover the excavations appropriately. Covering for open trenches must allow safe operation of the heaviest aircraft operating on the runway or taxiway across the trench without damage to the aircraft. Construction contractors must prominently mark open trenches and excavations at the site with red or orange flags, as approved by the airport operator, and light them with red lights during hours of restricted visibility or darkness.

3.) Soil erosion must be controlled to maintain RSA and TSA standards. The RSA and TSA must be cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations, and capable, under dry conditions of supporting the occasional passage of aircraft without causing structural damage to the aircraft.

b.) Runway Object Free Area (ROFA): Construction, including excavations, may be permitted in the ROFA. However, equipment must be removed from the ROFA when not in use, and material should not be stockpiled in the ROFA if not necessary.

c.) Taxiway Object Free Area (TOFA): Unlike the Runway Object Free Area, aircraft wings regularly penetrate the taxiway object free area during normal operations. Thus, the restrictions are more stringent. Except as noted below, no construction may occur within the TOFA while the taxiway is open for aircraft operations.

1.) Construction activity may be accomplished within the TOFA subject to the following restrictions:

i. Appropriate NOTAMs are issued.

ii. Marking and lighting meeting the provisions of the CSPP are implemented.

iii. Five foot clearance is maintained between equipment and materials and any part of an aircraft (includes wingtip overhang). In these situations, flaggers must be used to direct construction equipment, and wing walkers will be necessary to guide aircraft.

Wing walkers should be airline/aviation personnel rather than construction workers.

d.) Obstacle Free Zone (OFZ): In general, personnel, material and/or equipment may not penetrate the OFZ while the runway is open for aircraft operations. If a penetration to the OFZ is necessary, it may be possible to continue aircraft operations through operational restrictions.

e.) Runway Approach/Departure Areas and Clearways: All personnel, materials, and/or equipment must remain clear of the applicable threshold siting surfaces as shown on the plan sheets of the CSPP. Objects that do not penetrate these surfaces may still be obstructions to air navigation.

(18) Other Limitations on Construction a.) Prohibitions: No use of tall equipment (cranes, concrete pumps, etc.) unless a 7460-1 determination letter is issued for such equipment. No use of open flame welding or torches unless fire safety precautions are provided and the airport operator has approved their use. No use of electrical blasting caps is allowed on or within 1,000 ft. of the airport property. No use of flare pots is allowed within the AOA.

b.) Restrictions: Construction suspension may be required during specific airport operations. The airport operator will notify the contractor and engineer if this is required.

Phase Taxiway Restrictions DHL Gate Closures Runway Restrictions

1 Taxiway S from Taxiway S3 to Taxiway N, Closed No Gate Closures. No Runway Restrictions.

2 Taxiway S from Spot 55 (DHL Taxilane 6) to Taxiway M, Closed

No Gate Closures. No Runway Restrictions.

3 Taxiway S from Spot 55 (DHL Taxilane 6) to Taxiway S4, Closed

Gate 15 closed. No Runway Restrictions.

4 Taxiway S from Taxiway S5 to Taxilane N, Closed DHL Taxilane 6 at Spot 55, Closed

No Gate Closures. No Runway Restrictions.

5 Taxiway S at Taxiway S3, Closed Spot 52 Closed.

No Gate Closures. No Runway Restrictions.

6 Taxiway S between S3 and S end, Closed Spot 51 Closed.

No Gate Closures. No Runway Restrictions.

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

VERTICAL SCALE

PROJECT

SHEET

OF

HORIZONTAL SCALE

BF

S

NO

REVISIONS

L I C E N S E D

ST

AT

E OF KENTUCKY

PRO

FES

LANOIS ENGIN

EE

R

JASON R.

CLEARWATERS

27189

CINCINNATI/ N. KENTUCKY INTERNATIONAL AIRPORT

BOONE COUNTY KENTUCKY

BSE BSE

JRCJRC

.0

05/20/25

EA

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SOUTH AIRFIELD ROAD

SOUTH AIRFIELD ROAD

TURFWAY ROAD

565758

58 57 56

NS

SN75

N1-1

N1-2

N1-1

N1-2 N2-2

N2-2

N2-1

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74 73

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NO PARKING FIRE LANE

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72 71

N4

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B737

B767

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C

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C

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B767

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80A80 A

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B737

ATR

B737

ATR

B737

ATR

B737

ATR

B737

ATR

0A

0A

A

A0

A0

A

B

B

B

B

C31

C

B

B0

C

C

C

C1

C

C

C

C

C

C

C

C

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C

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C

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C

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B7

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A3

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STOPSTOP

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A0 3A0

EAST SERVICE ROAD

1" = 400'CONSTRUCTION SAFETY PHASING PLAN - OVERALL

00 400' 800'

SCALE: 1" = 400'

TW T3TW S3

RU

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8L

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GATE SE-5

WARNING TUNNEL

HEIGHT 16'-6"

WARNING TUNNEL

HEIGHT 16'-6"

HAUL ROUTE

(PHASES 2, 3, AND 4)

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(TYPICAL)

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STOCKPILE, STAGING,

WASHOUT AREA, AND

CONTRACTOR PARKING

BATCH PLANT (SEE NOTE 10)

PAVEMENT RECONSTRUCTION

(TYPICAL)

EXISTING ELECTRICAL

VAULT BUILDING

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

VERTICAL SCALE

PROJECT

SHEET

OF

HORIZONTAL SCALE

BF

S

NO

REVISIONS

L I C E N S E D

ST

AT

E OF KENTUCKY

PRO

FES

LANOIS ENGIN

EE

R

JASON R.

CLEARWATERS

27189

CINCINNATI/ N. KENTUCKY INTERNATIONAL AIRPORT

BOONE COUNTY KENTUCKY

BSE BSE

JRCJRC

.0

05/20/25

N/A

LEGEND

RESTRICTED FROM CONSTRUCTION HAUL

ROUTE TRAFFIC

CE GATE GUARD / CONTRACTOR ESCORT /

STATIONARY GUARDGG SG

STOCKPILE, STAGING,

WASHOUT AREA, AND

CONTRACTOR PARKING

NOTES:

1. ALL VEHICLES ENTERING AOA SECURE AREA SHALL BE CHECKED PRIOR TO ENTRY.

2. SEE MAINTENANCE OF TRAFFIC DETAILS SHEET FOR SIGN DETAILS.

3. THE CONTRACTOR SHALL PAY CLOSE ATTENTION TO THE SAFETY AND PHASING PLANS AND THE AIRPORT SAFETY REQUIREMENTS

SECTION OF THE SPECIFICATIONS. THESE SHALL BE STRICTLY ENFORCED.

4. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL SURPLUS MATERIAL AND EQUIPMENT BELONGING TO THE CONTRACTOR AND HIS/HER SUBCONTRACTORS. CONTRACTOR SHALL RESTORE STAGING AREA AT THE

COMPLETION OF THE PROJECT.

5. THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER A MINIMUM OF 7 DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING FOR APPROVAL. THE CONTRACTOR SHALL ALSO ATTEND ANY JOB MEETINGS CALLED BY KCAB.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ALL DAMAGE TO AIRPORT PROPERTY CAUSED BY HIS/HER FORCES OR

SUBCONTRACTORS.

7. ALL CONSTRUCTION TRAFFIC SHALL USE GATE SE-5. ALL GATES WILL BE LOCKED IN AN OPEN POSITION AND SHALL REQUIRE A GATE GUARD AT ALL TIMES PER THE SPECIFICATIONS. GATE GUARD SHALL BLOCK GATE ENTRANCE WITH VEHICLE WHEN CONSTRUCTION

VEHICLES ARE NOT PRESENT.

8. CONTRACTOR SHALL USE A WET SAW ONLY WHEN SAW CUTTING EXISTING PAVEMENT. NO DUST SHALL BE PERMISSIBLE.

9. CONTRACTOR SHALL USE A VACUUM TRUCK AT ALL TIMES DURING HAULING OPERATIONS. NO SWEEPER TRUCKS SHALL BE ALLOWED.

NO DUST SHALL BE PERMISSIBLE. VACUUM TRUCK SHALL BE ONSITE AT ALL TIMES.

10. THE CONTRACTOR WILL, BY WATERING, CHEMICALS, VEGETATION, OR OTHER MEANS, PREVENT THE OCCURRENCE OF DUST WHICH WILL BE OBJECTIONABLE TO KCAB OR THE FAA OR VIOLATE EXISTING LAWS OR REGULATIONS OR CAUSE HAZARDS TO AIR TRAFFIC.

AT ANY TIME THAT DUST, CAUSED BY THE CONSTRUCTION, BECOMES EXCESSIVE, IN THE OPINION OF THE RESIDENT PROJECT REPRESENTATIVE, DUE TO INADEQUATE CONTROL MEASURES BY THE CONTRACTOR, THE RESIDENT PROJECT REPRESENTATIVE SHALL ORDER THE CONTRACTOR TO SUSPEND ALL ACTIVITIES CAUSING THE PROBLEM UNTIL ADEQUATE MEASURES ARE INSTIGATED.

11. CONTRACTOR SHALL MAINTAIN SECURITY FENCE AT ALL TIMES. CONTRACTOR SHALL COORDINATE WITH KCAB PRIOR TO INSTALLATION OF AOA SECURITY GATE. CONTRACTOR SHALL SET TEMPORARY FENCE GATE DURING CONSTRUCTION. CONTRACTOR SHALL RESET SECURITY FENCE IN SAME LOCATION PRIOR TO END OF CONSTRUCTION. AT NO TIME SHALL THE AIRPORT BE

UNSECURED.

SITE ENTRY POINT / GATE GUARD (SECURITY

CHECK-IN)

DURATIONS DAYS

PHASE 1 (BASE BID): 45 CALENDAR DAYS

PHASE 1 (ADD ALTERNATE 1): 24 CALENDAR DAYS

PHASE 2 (ADD ALTERNATE 2): 14 CALENDAR DAYS

PHASE 3 (ADD ALTERNATE 3): 3 CALENDAR DAYS, DAYTIME CLOSURE ONLY, REOPEN AT NIGHT

PHASE 4 (ADD ALTERNATE 4): 2 CALENDAR DAYS, DAYTIME CLOSURE ONLY, REOPEN AT NIGHT

PHASE 5 (ADD ALTERNATE 5): 2 CALENDAR DAYS, DAYTIME CLOSURE ONLY, REOPEN AT NIGHT

PHASE 6 (ADD ALTERNATE 6): 2 CALENDAR DAYS, DAYTIME CLOSURE ONLY, REOPEN AT NIGHT

PHASE 4 (ADD ALT. 4)

PHASE 5 (ADD ALT. 5)

PHASE 6 (ADD ALT. 6)

BATCH PLANT

HAUL ROUTE

PHASE 1 (BASE BID AND ADD ALT. 1)

PHASE 2 (ADD ALT. 2)

PHASE 3 (ADD ALT. 3)

DETAIL A

SEE DETAIL A

THIS SHEET

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BO

UL

EV

AR

D

HAUL ROUTE

(PHASES 1, 5, AND 6)

HAUL ROUTE

(PHASES 1, 5, AND 6)

SHEET REVISED PER ADDENDUM No. 1 06/18/25 BSE

CONTRACTOR SHALL INSTALL

10' TEMPORARY AOA GATE IN

EXISTING AOA SECURITY

FENCE. (SEE NOTE 11)

70.0'

CONTRACTOR SHALL INSTALL

TEMPORARY ACCESS DRIVE

DURING CONSTRUCTION,

AND REMOVE AND REPLACE

BACK TO ORIGINAL

CONDITION AT THE END OF

CONSTRUCTION

NSSN

TO

FA

-V

1" = 100'

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

VERTICAL SCALE

PROJECT

SHEET

OF

HORIZONTAL SCALE

BF

S

NO

REVISIONS

L I C E N S ED

ST

AT

E OF KENTUCKY

PR O

F ES

LANOIS ENGIN

EE

R

JASON R.

CLEARWATERS

27189

CINCINNATI/ N. KENTUCKY INTERNATIONAL AIRPORT

BOONE COUNTY KENTUCKY

BSE BSE

JRCJRC

.0

05/20/25

N/A

00 100' 200'

SCALE: 1" = 100'

LEGEND

PHASE 1

TAXIWAY OBJECT FREE AREA - GROUP VTOFA - V

TAXIWAY OBJECT FREE AREA - GROUP VITOFA - VI

INTERLOCKING MID SIZE BARRICADES

NOTAMS

PHASE 1:

TAXIWAY S FROM TAXIWAY S3

TO TAXIWAY N, CLOSED

GENERAL NOTES

1. PRIOR TO CLOSING ANY RUNWAY OR TAXIWAYS, ALL REQUIRED BARRICADES AND CLOSURE CROSSES SHALL BE IN PLACE. CONTRACTOR IS REQUIRED TO HAVE A DAILY SAFETY BRIEFING WITH OPERATIONS

(OPS).

2. PRIOR TO RE-OPENING ANY RUNWAY OR TAXIWAY, THE FOLLOWING SHALL BE COMPLETED BY THE

CONTRACTOR:

a. NO TRENCHES, HOLES OR DROP-OFFS GREATER THAN 1 INCH ARE PRESENT.

b. ALL AREAS ARE CLEAR OF DEBRIS AND THE PAVEMENT HAS BEEN SWEPT WITH A VACUUM TRUCK.

c. CONTRACTOR HAS COMPLETED A WALK-THROUGH INSPECTION WITH THE AIRPORT

INSPECTOR/OPERATIONS.

d. ALL BARRICADES AND CLOSURE CROSSES HAVE BEEN REMOVED.

e. ACCEPTED BY THE OWNER.

TAXIWAY T

TAXIWAY S

TA

XI

LA

NE

N

TW

S

TW

T

24 23

DHL 2 - TAXILANE

DHL 3 - TAXILANE

SG

30.0'

(TYP)

22 21 20 19 18 17 16

33 32 31 30 29 28 27 26 25

6 7

SG SG

TW

S

TW

S

DHL 5 - TAXILANE

TAXIWAY V

DH

L

- T

AX

IL

AN

E

SPOT 54 SPOT 52

LOW PROFILE BARRICADES

TAXI ROUTES

ESCORTED HAUL ROUTE

CE SG

CE

SG

SPOT 56

SPOT 57

CONTRACTOR ESCORT / STATIONARY GUARD

"X" SHOWN FOR PAINT REMOVAL

RUNWAY 18L - 36R

KEYMAP

RU

NW

AY

TA

XI

LA

NE

N

TAXIWAY S

TAXIWAY T

WENDELL FORD BOULEVARD

WENDELL FORD BOULEVARD

WENDELL FORD BOULEVARD

SO

U

TH

AIR

FIELD

R

O

AD

NS SN

CONSTRUCTION SAFETY PHASING PLAN - PHASE 1

TO

FA-VI

TO

FA-V

142.5'

167.5'

142.5'

167.5'

TOFA-VI

TOFA-V

142.5'

167.5'

TO

FA

-V I

ESCORTED HAUL

ROUTE (TYPICAL)

DURATIONS DAYS

PHASE 1 (BASE BID): 45 CALENDAR DAYS

PHASE 1 (ADD ALTERNATE 1): 24 CALENDAR DAYS

PHASE 1 (BASE BID) PHASE 1 (ADD ALT. 1)

PHASE 1 (BASE BID) PHASE 1 (ADD ALT. 1)

SHEET REVISED PER ADDENDUM No. 1 06/18/25 BSE

SO

U

TH

A

IR

FI

EL

D

R O

AD

1" = 100'

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

VERTICAL…