26-045-ITB_Drawings_-_8.5.26.pdf

18L/36R RUNWAY TUNNEL REHABILITATION

& SAFETY IMPROVEMENTS

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

KENTON COUNTY AIRPORT BOARD

C:\PW_WORKDIR\PEWIN_MEGAN-F\D0247197\SAT_C-0.0_COVER_SHEET.DWG 7/30/2026 6:14 PM MEGAN-F

ISSUE TO BID08/13/26 MLF WGC

COVER SHEET

G-0.0

RIVER

OHIO

LUDLOW

CINCINNATI

NEWPORT

COVINGTON

FT. MITCHELLI-7

SR 18

US 42

ERLANGER

FLORENCE

INDIANA

KENTUCKY

OHIO

SR 25

I-275

I-275

KY

-2

I-7

DONALDSON ROAD

KY. 20

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

36-R

36-C

36-L

18-C

18-R

18-L

PROJECT

LOCATION

KENTON COUNTY AIRPORT BOARD

CINCINNATI / NORTHERN KENTUCKY INTERNATIONAL AIRPORT

BOONE COUNTY, KENTUCKY

18L/36R RUNWAY TUNNEL REHABILITATION & SAFETY IMPROVEMENTS

ITB NO. 26-XXX

DATE: AUGUST 2026

VILL HILLS

BURLINGTON

NORTH

VICINITY MAP

N.T.S.

N/A

AutoCAD SHX Text

NOT ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

CAD NO:

AutoCAD SHX Text

PROJ.NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DWN.BY:

AutoCAD SHX Text

SHEET NO:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

APPR.BY:

AutoCAD SHX Text

CHK.BY:

AutoCAD SHX Text 12930.01

AutoCAD SHX Text 08-13-2026

AutoCAD SHX Text

MLF

AutoCAD SHX Text

WGC

AutoCAD SHX Text

WGC

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

BY

AutoCAD SHX Text

AUTH.

AutoCAD SHX Text SAT_C-0.0_COVER_SHEET.dwg

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

KENTON COUNTY AIRPORT BOARD

C:\PW_WORKDIR\PEWIN_MEGAN-F\D0247197\SAT_C-0.0_COVER_SHEET.DWG 7/30/2026 6:14 PM MEGAN-F

ISSUE TO BID08/13/26 MLF WGC

index of drawings

G-0.1

INDEX OF DRAWINGS

C- CIVIL

C-1.0 SITE PLAN STA 85+00 TO 91+50

C-1.1 SITE PLAN STA 91+50 TO 98+00

C-1.2 SITE PLAN STA 98+00 TO 104+50

C-1.3 SITE PLAN 104+50 TO END

C-2.0 DETAILS

C-2.1 MOT DETAILS

C-3.0 SIGNING AND STRIPING PLAN STA 85+00 TO 91+50

C-3.1 SIGNING AND STRIPING PLAN STA 101+00 TO END

C-3.2 SIGNING SPECIFICATION SHEET

C-4.0 EAST PORTAL DRAINAGE PLAN & DETAILS

C-4.1 PIPE SHEET

S- STRUCTURAL

M- MECHANICAL

S001 STRUCT. GEN. NOTES & WORK SUMMARY

S002 TOPSIDE EXPLORATORY EXP. JOINT WORK

S101 ENLARGED SLAB PLAN

S102 ENLARGED SLAB PLAN

S103 ENLARGED SLAB PLAN

S201 ENLARGED REFLECTED CEILING PLAN

S202 ENLARGED REFLECTED CEILING PLAN

S203 ENLARGED REFLECTED CEILING PLAN

S301 EAST FAN ROOM ROOF INFILL

S401 TUNNEL SECTION

S501 REPAIR DETAILS

S502 REPAIR DETAILS

S510 WATERPROOFING DETAILS

M-001 MECHANICAL - SYMBOLS AND ABBREVIATIONS

M-002 MECHANICAL - GENERAL NOTES

MD101 MECHANICAL - DEMOLITION PLAN

MD102 MECHANICAL - DEMOLITION PLAN

MD103 MECHANICAL - DEMOLITION PLAN

MD401 MECHANICAL - ENLARGED DEMOLITION PLAN

MD402 MECHANICAL - ENLARGED DEMOLITION PLAN

MD403 MECHANICAL - ENLARGED DEMOLITION PLAN

MD404 MECHANICAL - ENLARGED DEMOLITION PLAN

MD405 MECHANICAL - ENLARGED DEMOLITION PLAN

MD406 MECHANICAL - ENLARGED DEMOLITION PLAN AND SECTIONS

M-101 MECHANICAL - NEW WORK PLAN

M-102 MECHANICAL - NEW WORK PLAN

M-103 MECHANICAL - NEW WORK PLAN

M-301 MECHANICAL - SECTIONS

M-401 MECHANICAL - ENLARGED NEW WORK PLAN

M-402 MECHANICAL - ENLARGED NEW WORK PLAN

M-403 MECHANICAL - ENLARGED NEW WORK PLAN

M-404 MECHANICAL - ENLARGED NEW WORK PLAN

M-405 MECHANICAL - ENLARGED NEW WORK PLAN

M-501 MECHANICAL - DETAILS

M-502 MECHANICAL - DETAILS

M-601 MECHANICAL - SCHEDULES

F- FIRE

E- ELECTRICAL

FA101 FIRE ALARM PLAN

FA102 FIRE ALARM PLAN

FA103 FIRE ALARM PLAN

FD101 FIRE SUPPRESSION DEMOLITION PLAN

FD102 FIRE SUPPRESSION DEMOLITION PLAN

FD103 FIRE SUPPRESSION DEMOLITION PLAN

FX101 FIRE SUPPRESSION NEW WORK PLAN

FX102 FIRE SUPPRESSION NEW WORK PLAN

FX103 FIRE SUPPRESSION DEMOLITION PLAN

FX501 FIRE SUPPRESSION DETAIL SHEET

E-001 ELECTRIC COVER SHEET

E-100 ELECTRIC SITE PLAN

ED101 ELECTRIC DEMOLITION TUNNEL PLAN

ED102 ELECTRIC DEMOLITION ENLARGED WEST TUNNEL PLANS

ED103 ELECTRIC DEMOLITION ENLARGED EAST TUNNEL PLANS

EL101 ELECTRIC LIGHTING TUNNEL PLAN

EL401 ELECTRIC LIGHTING ENLARGED EAST

EL402 ELECTRIC LIGHTING ENLARGED WEST

EP101 ELECTRIC POWER TUNNEL PLAN

EP401 ELECTRIC POWER ENLARGED EAST

EP402 ELECTRIC POWER ENLARGED WEST

EP501 ELECTRIC DETAILS

EP601 ELECTRIC POWER - SINGLE LINE DIAGRAM

EP602 ELECTRIC POWER - SCHEDULES

EP604 ELECTRIC POWER - PANEL SCHEDULES

EP605 ELECTRIC POWER - PANEL SCHEDULES

EP606 ELECTRIC POWER - PANEL SCHEDULES

EP607 ELECTRIC POWER - PANEL SCHEDULES

G- GENERAL

G-0.0 COVER SHEET

G-0.1 INDEX OF DRAWINGS

G-0.2 SUMMARY OF QUANTITIES

G-0.3 SUMMARY OF ELECTRICAL QUANTITIES

G-0.4 CONSTRUCTION SAFETY AND PHASING PLAN

G-0.5 CONSTRUCTION SAFETY AND PHASING DETAILS

G-0.6 GENERAL NOTES

C-0.7 LAYDOWN & STAGING AREA & SURVEY CONTROL

T- TELECOMUNICATIONS

T001 TECHNOLOGY COVER SHEET

T100 TECHNOLOGY SITE PLAN

T401 TECHNOLOGY ENLARGED EAST

T402 TECHNOLOGY ENLARGED WEST

T501 TECHNOLOGY DETAILS

T502 TECHNOLOGY DETAILS

L- LIGHTING

EL001 LIGHTING COVER SHEET

EL101 LIGHTING ENLARGED PLAN

EL102 LIGHTING ENLARGED PLAN

EL103 LIGHTING ENLARGED PLAN

EL201 ENLARGED PLAN

EL202 ENLARGED PLAN

EL203 ENLARGED PLAN

EL500 LIGHTING WIRING DIAGRAMS

N/A

AutoCAD SHX Text

NOT ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

CAD NO:

AutoCAD SHX Text

PROJ.NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DWN.BY:

AutoCAD SHX Text

SHEET NO:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

APPR.BY:

AutoCAD SHX Text

CHK.BY:

AutoCAD SHX Text 12930.01

AutoCAD SHX Text 08-13-2026

AutoCAD SHX Text

MLF

AutoCAD SHX Text

WGC

AutoCAD SHX Text

WGC

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

BY

AutoCAD SHX Text

AUTH.

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

KENTON COUNTY AIRPORT BOARD

C:\PW_WORKDIR\PEWIN_MEGAN-F\D0247197\SAT_C-0.0_COVER_SHEET.DWG 8/3/2026 6:08 PM MEGAN-F

ISSUE TO BID08/13/26 MLF WGC

SUMMARY OF QUANTITIES

G-0.2

SUMMARY OF QUANTITIES

CIVIL - SUMMARY OF QUANTITIES

ITEM UNIT AMOUNT

General Conditions (Civil) LS 1 Remove and Replace Sidewalk (1o in) SY 58

Corner Joint Repair SF 1,168

Pavement Panel Replacement SF 1,808

Saw-Clean-Reseal Longitudinal Joint LF 3,965

Saw-Clean-Reseal Transverse Joint LF 3,051

Saw-Clean-Reseal Random Cracks LF 100

Signage Removal SF 101

Proposed Signage SF 103

Pave Striping-Dur Ty 1-6 In W LF 6,978

Pave Striping-Dur Ty 1-6 In Y LF 5,673

Pave Mark Ty 1 Thermo Cross-Hatch SF 464

Pave Mark Ty 1 Tape-Curv Arrow EA 1

Pave Marking Remove Existing Hatching SF 464

Water Blast Existing Striping LF 12,391

Clean Existing 12" DIP Storm Pipes LF 315 Clean Existing 18" RCP Storm Pipes LF 1,341 Video Inspect 12" DIP Storm Pipes LF 315 Video Inspect 18" RCP Storm Pipes LF 1,341 Replace Catch Basin Frame EA 10

Modify Catch Basin EA 2

Modify Existing Drainage Box EA 2 Grate Replacement, North Fan Room (note 1) EA 3 Grate Replacement, South Fan Room (note 1) EA 5

Erosion Control Blanket SF 1,650

Turf Reinforcement Mat SF 1,650

Minor Grading SY 183 Replace Double Box Inlet EA 2

Drop Box Inlet EA 2

Junction Box EA 1

Storm Pipe - 8" PVC LF 139

French Drain - 6" Perforated Pipe (Note 2) LF 34

Replace 10" DI Sanitary Sewer Double Expansion Joint EA 1

Replace Pipe Roller and Stand EA 12

Clean and Repaint Pipe Support EA 24

Adjust Manhole EA 1

Sawcut Pavement LF 27

Maintain & Control Traffic LS 1

Maintain & Control Traffic (CSPP) LS 1

Barricade-Type III EA 5

Temporary Signs SF 150

Arrow Panel EA 2

Portable Changeable Message Sign EA 4 Object Marker Ty 3 EA 2 Pave Striping-Temp Rem Tape-W LF 4,500

Pave Striping-Temp Rem Tape-Y LF 4,500

Pave Striping-Type Rem Tape-B LF 1,000

Flexible Delineator Post (Yellow) EA 50

Flexible Delineator Post Adhesive EA 100

Temporary Seeding and Mulching SY 150

Installation and Removal of Silt Fence LF 100

Silt Trap Type C (KYTC) EA 1

Clean Silt Trap Type C (KYTC) EA 1

FIRE PROTECTION - SUMMARY OF QUANTITIES

ITEM UNIT AMOUNT

General Conditions (Fire) LS 1

Replace Cracked Coupling and Perform Hydrostatic Test LS 1

Replace All 2.5" Hose Valves EA 15

Replace All 1" Drain Valves EA 16

Provide Caps on Hose Connections EA 16

Replace Auto Ball Drip Valve on Standpipe Riser EA 1

Add Additional Hose Outlets EA 1

Add Air Relief-Vacuum Valves LS 1

New Fire Extinguishers EA 10

Remove Abandoned Standpipe System LS 1

Repair Hose Valve Cabinets EA 15

Replace/Provide Standpipe Markings LS 1

Fire Protection General Conditions LS 1

Cleaning, Testing and Start-up LS 1

Modification to Existing Fire Alarm LS 1

Remove and Replace Existing Red Strobes and Cages EA 7

4 " Standpipe Supply Main LF 220

Add Additional 1" Drain Valve on New Hose Outlet EA 1

MECHANICAL - SUMMARY OF QUANTITIES

ITEM UNIT AMOUNT

General Conditions (Mechanical) LS 1 Remove & Replace Existing Fan Room Ductwork and Duct Drainage Piping

LB 4,600

Remove & Replace Exist. Axial Fans (EF-1 thru 4); 65,000 cfm w/ VFD's

EA 4

Remove & Replace Exist. Utility Fan (EF-6); 5630 cfm EA 1

Remove & Replace Exist. Utility Fans (EF-8 & 10); 1250 cfm EA 2 Remove & Replace Existing Utility Fan (EF-11); 200 cfm EA 1

Remove & Replace SS Grilles & Dampers EA 72

Provide SS Grilles & Dampers for Attic Stock EA 10 Install New Spring Vibration Isolators w/ Corrosion-Resistant Coating

EA 16

Remove & Replace Exist. Utility Fans(EF-5 & 7); 1250 cfm EA 2 Remove & Replace Exist. Electric Unit Heaters (EUH-5 Through 13); 5 kw

EA 9

Install Electric Unit Heaters (EUH-1 Through 4); 5 kw EA 4 HVAC General Conditions LS 1

Hoisting and Rigging LS 1 Engineering, Submittals & Warranty LS 1 Testing, Balancing & Commissioning LS 1 Remove & Replace Exist. CO Monitoring System (Includes 12 Sensors, 1 Control Panel, and Wiring)

EA 1

Remove & Replace Exist. Utility Fan (EF-09); 1000 CFM EA 1

STRUCTURAL - SUMMARY OF QUANTITIES

ITEM UNIT AMOUNT

General Conditions (Incidental work, surveys, coordination, etc.) LS 1 Station 96+10.00 Expansion Joint Waterproofing Repairs (S002) LS 1 Concrete Floor Repair Case A (1/S501) SF 4,000

Concrete Floor Repair Case B (1/S501) SF 4,000

Concrete Floor Repair at Expansion Joints (3/S501) SF 780

Concrete Curb Repair (4/S501) SF 220 Overhead Concrete Repair (5/S501) SF 60

Vertical Surface Repair (6/S501) SF 60

Tunnel Portal Wall Concrete Repair (7/S502) LF 50

Tunnel Expansion Joint Preparation (8/S502) LS 1 Tunnel Expansion Joint Gutter (9/S502) LS 1 Tunnel Expansion Joint Gutter Piping (9/S502) (Includes 10% Plan Quantity Overrun)

LF 2,200

Cove Sealant Replacement along Tunnel Roadway (1/S510) LS 1

Control Joint Sealant at Roadway (2/S510) LS 1

Hairline Crack Filling at Roadway (3/S510) LF 24,000 Isolation Joint Sealant at Roadway Expansion Joints Slab and Walls (4/S510)

LS 1

Isolation Joint Sealant at Utility Tunnel Expansion Joints Slab and Walls (4/S510)

LS 1

Epoxy Injection (036423) LF 200

Concrete Coating at East and West Tunnel End Walls (099100) LS 1 Replace Isolation Joint Sealant at East and West Tunnel End Wall (4/S510)

LS 1

Install Penetrating Sealer at Roadway and Curbs (071910) LS 1 Concrete Infill and Roofing of Fan Rooms Roof Openings (S301) LS 1

Scupper Drains at the Fan Rooms (S301) LS 1

Removal and Replacement of Doors and Frames (081100 & 087100) LS 1

Final Pressure Wash Cleaning of Tunnel LS 1

LIGHTING - SUMMARY OF QUANTITIES

ITEM UNIT AMOUNT

General Conditions (Lighting) LS 1

Removal of Existing Features EA 472

L1 Fixture: TNLEDMED PK1 EA 52

L2 Fixture: TNLEDMED PK1 EA 52

L3 Fixture: TNLEDMED PK3 EA 60

L4 Fixture: TNLED2 PK4 EA 40

L5 Fixture: TNLED2 PK6 EA 240

External Photocell EA 4

Lighting Contactor EA 4 Duke Energy Smart Saver Lighting Rebate Application and Coordination

LS 1

NOTE 1: EXISTING INLET: JOSAM, MODEL 39970, 4" PIPE, 10" STRAINER

NOTE 2: ALL LABOR, EQUIPMENT, AND MATERIAL ASSOCIATED WITH FRENCH

DRAIN IN DETAIL A IS INCLUDED IN UNIT PRICE FOR FRENCH DRAIN.

N/A

AutoCAD SHX Text

NOT ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

CAD NO:

AutoCAD SHX Text

PROJ.NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DWN.BY:

AutoCAD SHX Text

SHEET NO:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

APPR.BY:

AutoCAD SHX Text

CHK.BY:

AutoCAD SHX Text 12930.01

AutoCAD SHX Text 08-13-2026

AutoCAD SHX Text

MLF

AutoCAD SHX Text

WGC

AutoCAD SHX Text

WGC

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

BY

AutoCAD SHX Text

AUTH.

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

KENTON COUNTY AIRPORT BOARD

C:\PW_WORKDIR\PEWIN_MEGAN-F\D0247197\SAT_C-0.0_COVER_SHEET.DWG 8/3/2026 6:08 PM MEGAN-F

ISSUE TO BID08/13/26 MLF WGC

SUMMARY OF ELECTRICAL QUANTITIES

G-0.3

SUMMARY OF ELECTRICAL QUANTITIES

ELECTRICAL - SUMMARY OF QUANTITIES

ITEM UNIT AMOUNT

General Conditions (Electrical) LS 1

50kW Generator EA 1

50A Bypass Isolation Transfer Switch EA 1

1000A Distribution Board EA 1

600A Power Panel EA 2

225A Branch Panel EA 4

30kVA Transformer EA 3

45kVA Transformer EA 1

100A Branch Panel EA 4

50A Branch Panel EA 1

100A Wireway EA 1

60A Frame fused disconnect EA 1

100A Frame fused disconnect EA 1

GFCI Receptacles EA 40

Junction Box (Heat trace connections) EA 4

Disconnect - Safety Switch (Unit Heaters) EA 10

VFD (Ventilation Fans) EA 4

E Luminaires EA 86

Quad EA 1

E1 Luminaires EA 6

3-way switch(es) EA 2 Single Pole Switch (Lighting) EA 6

ELU EA 8

400A Fused Swiches (Ventilation Fans) EA 4

#12 AWG Conductor LF 50,000

#10 AWG Conductor LF 11,500

#8 AWG Conductor LF 7,100

#6 AWG Conductor LF 1,780

#4 AWG Conductor LF 220

#3 AWG Conductor LF 2,400

#2 AWG Conductor LF 1,780

#1 AWG Conductor LF 20

#1/0 AWG Conductor LF 150

#4/0 AWG Conductor LF 3,500

#250KCMIL Conductor LF 4,350

#400 KCMIL Conductor LF 480

#500 KCMIL Conductor LF 17,350

#750 KCMIL Conductor LF 10,950

4" Conduit LF 2,750

3-1/2" Conduit LF 4,350

3" Conduit LF 150

2-1/2" Conduit LF 200

1-1/2" Conduit LF 10

1-1/4" Conduit LF 1,350

1" Conduit LF 21,800

3/4" Conduit LF 1,350

NEMA Rated Equipment Rack EA 1

Security Camera EA 7

Fiber enclosure EA 1

Fiber termination cassette EA 1

Copper Patch Panel - Frame EA 1

Copper data cable surge protection - Rack EA 1

N/A

ELECTRICAL - SUMMARY OF QUANTITIES

ITEM UNIT AMOUNT

4 port fiber conversion - Berk-Tek EA 1 2 port fiber conversion - Berk-Tek EA 2

50A Branch Panel EA 1

Data drop surge protection - Device EA 7

Data terminations EA 16

Pull box EA 3

Device junction box EA 7

Rack ground bar EA 1

OSP Cat6A LF 300

Fiber - OS2 LF 50

Hybid Copper / Fiber cable LF 1,375

#6 AWG - Ground LF 30

4" Communications Conduit LF 2,750

1" Communications Conduit LF 350

AutoCAD SHX Text

NOT ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

CAD NO:

AutoCAD SHX Text

PROJ.NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DWN.BY:

AutoCAD SHX Text

SHEET NO:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

APPR.BY:

AutoCAD SHX Text

CHK.BY:

AutoCAD SHX Text 12930.01

AutoCAD SHX Text 08-13-2026

AutoCAD SHX Text

MLF

AutoCAD SHX Text

WGC

AutoCAD SHX Text

WGC

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

BY

AutoCAD SHX Text

AUTH.

431.44'

N S

S N

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TSA

TSA

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TSA

TSA

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TSA

TSA

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA TS

A

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

R

SA

R

SA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

TUNNEL WORK

AREA

AIRFIELD

WORK AREA

RUNWAY 9-27

TAXIWAY M

TA

XI

W

AY

S

TA

XI

W

AY

T

R U

N W

AY

8L -3

6R

TAXIWAY T6

TAXIWAY T5

LOW-PROFILE

BARRICADES

CONTRACTOR

HAUL ROUTE

CONTRACTOR

GATE ACCESS

SC-5

CONTRACTOR

SUPPLIED

FLAG

PERSONS

SOUTH AIRFIELD DR.

CONTRACTOR

GATE ACCESS

SE-20

500.00'

800.00'

380.00'

AIRPORT TRAFFIC

CONTROL TOWER

ARFF

ANTENNA

214.00'

340.00'

TAXIWAY N

148.00'

174.00'

CONSTRUCTION SAFETY AND PHASING

PLAN

G-0.4

90% DRAWINGS05/18/26 YGG LGW

18L/36R RUNWAY TUNNEL REHABILITATION

& SAFETY IMPROVEMENTS

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

KENTON COUNTY AIRPORT BOARD

C:\USERS\YAMINI.GOWDA\DC\ACCDOCS\KLH ENGINEERS\CVG - SOUTH AIRFIELD TUNNEL REHABILITATION\PROJECT FILES\01 - DESIGN FILES\10 - CIVIL - PALMER\SAT_C-2.0_CONSTRUCTION SAFETY AND PHASING_PLAN.DWG 5/29/2026 4:31 PM YAMINI.GOWDA

LEGEND

NOTES:

1. MAJORITY OF THIS PROJECTS WORK IS EXPECTED TO OCCUR OUTSIDE OF THE AIRFIELD. HOWEVER, SOME ELEMENTS OF THE PROJECT, AS SHOWN, WOULD REQUIRE AIRFIELD ACCESS.

2. IT IS EXPECTED THAT THE AIRFIELD WORK WOULD COINCIDE WITH THE AIRPORTS MONTHLY

MAINTENANCE PERIOD DURING WHICH TIME RUNWAY 18L-36R WILL BE CLOSED.

3. RUNWAY CLOSURE MARKERS SHALL BE SUPPLIED, PLACED AND MAINTAINED BY THE AIRPORT.

4. BARRICADES SHALL BE SUPPLIED AND MAINTAINED BY CONTRACTOR AND INSTALLED AS SHOWN ON ON THIS SHEET. SEE SHEET G-0.5 FOR BARRICADE DETAILS. BARRICADE PLACEMENT SHALL BE INSPECTED

AND APPROVED BY AIRPORT OPERATIONS AND AIRPORT PLANNING AND DEVELOPMENT PRIOR TO

COMMENCEMENT OF AIRFIELD CONSTRUCTION WORK.

5. CONTRACTOR SHALL ESTABLISH FLAG PERSONS AT THE LOCATIONS SHOWN OR AS DIRECTED BY

AIRPORT OPERATIONS.

6. THE LOCATION OF HAUL ROUTES FOR THE AIRFIELD WORK ARE SHOWN HERE. HAUL ROUTES SHALL BE COORDINATED WITH AIRPORT PLANNING AND DEVELOPMENT, AND AIRPORT OPERATIONS PRIOR TO THE COMMENCEMENT OF WORK. 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. ON-SITE ROADS UTILIZED AS HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF THOSE HAULING OPERATIONS. THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL ROADS SHALL BE JOINTLY INSPECTED AND PHOTOGRAPHED AND THEIR

CONDITION DETERMINED BY THE AIRPORT. FENCING, DRAINAGE, GRADING AND OTHER

MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS

POINTS ON THE AIRPORT SHALL BE APPROVED BY THE AIRPORT PRIOR TO THE WORK. ALL ON-SITE ACCESS ROADS TO AIRPORT FACILITIES SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES. REFER

TO SPECIAL PROVISIONS FROM PROJECT SPECIFICATIONS FOR FURTHER INFORMATION.

7. SEE "MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION" SHOWN ON SHEET G-0.5

FOR FURTHER INFORMATION.

8. CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS, AIRPORT PLANNING AND

DEVELOPMENT, CONSTRUCTION MANAGEMENT, AND ARFF AT LEAST 72 HOURS PRIOR TO BEGINNING

CONSTRUCTION WORK ON THE AIRFIELD.

9. CONTRACTOR SHALL CONTINUOUSLY SWEEP HAUL ROUTES THAT TRAVERSE AREAS THAT ARE OPEN

TO AIRCRAFT TRAFFIC.

10. LIQUIDATED DAMAGES SHALL BE ASSESSED PER CONTRACT TERMS.

11. AIRPORT CONTACTS -

CVGAA AIRPORT OPERATIONS - DUTY PHONE - (859) 767-7467

AIRPORT OPERATIONS CENTER - (859) 767-7777

12. EMERGENCIES -

911 (STATE LOCATION AS "CVG AIRPORT")

13. UTILITIES & EXCAVATION - CONTACT NUMBERS FOR UTILITY LOCATIONS ARE AS FOLLOWS:

KENTUCKY 811

BOX 1209

PROSPECT, KY 40059

(800) 752-6007

FEDERAL AVIATION ADMINISTRATION

JOHN ASHTON

AIRWAYS FACILITIES SECTOR FIELD OFFICE

FAA, P.O. BOX 75003

CINCINNATI, OH 45275

(859) 372-6500

NATIONAL WEATHER SERVICE

DON HUGHES

1901 S. STATE ROUTE 134

WILMINGTON, OH 45177-9708

(937) 383-0031

ELECTRIC POWER/GAS

TOM GEIMAN

PROJECT COORDINATOR, DUKE ENERGY

1262 COX ROAD,

ERLANGER, KY 41018

(859) 534-4452

DAVID WAINSCOTT

MANAGER OF OPERATIONS

OWEN COUNTY RURAL ELECTRIC CO

OWENTON, KY 41051

(800) 372-7612 OR (502) 563-3518

WATER/SEWER

SAVANNAH FLESHER

CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT

(859) 743-5861

TELEPHONE SERVICES

GUY WARMAN

INFRASTRUCTURE & MANAGED SERVICES CONSULTANT

CINCINNATI BELL BUSINESS

(513) 397-5698

TSA TAXIWAY SAFETY AREA

RSA RUNWAY SAFETY AREA

ROFA RUNWAY OBJECT FREE AREA

LOW-PROFILE BARRICADES

HAUL ROUTE

AIRFIELD IMPACTS

· RUNWAY 18L-36R - CLOSED BY AIRPORT

· TAXIWAY T - CLOSED SOUTH OF TAXIWAY T6 TO

NORTH OF TAXIWAY N

· TAXIWAY T5 - CLOSED

AIRFIELD WORK AREA

construction safety and phasing details

90% DRAWINGS05/18/26 YGG LGW

18L/36R RUNWAY TUNNEL REHABILITATION

& SAFETY IMPROVEMENTS

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

KENTON COUNTY AIRPORT BOARD

C:\USERS\YAMINI.GOWDA\DC\ACCDOCS\KLH ENGINEERS\CVG - SOUTH AIRFIELD TUNNEL REHABILITATION\PROJECT FILES\01 - DESIGN FILES\10 - CIVIL - PALMER\SAT_C-2.0_CONSTRUCTION SAFETY AND PHASING_PLAN.DWG 5/29/2026 4:31 PM YAMINI.GOWDA

DESCRIPTION:

THIS ITEM SHALL CONSIST OF THE NECESSARY REQUIREMENTS TO PROVIDE AND MAINTAIN DEVICES THAT ARE REQUIRED TO PROTECT AIRFIELD TRAFFIC AND COMMUNICATE WITH THE AIR TRAFFIC CONTROL TOWER (ATCT). THIS ITEM SHALL ALSO CONSIST OF THE PREPARATION OF ALL NECESSARY PLANS REQUIRED, AND INCLUDES THE COORDINATION OF ALL CONSTRUCTION ACTIVITIES. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH FAA ADVISORY CIRCULAR (AC) 150/5370-2, CURRENT EDITION, THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP), SPECIAL PROVISIONS SECTION 3 - SAFETY AND SECURITY REQUIREMENTS (SP-3), KENTON COUNTY AIRPORT BOARD (KCAB), AND THE AIRPORT SECURITY PLAN.

ANY VIOLATION OF ANY PROVISION OF THIS ITEM SHALL BE CONSIDERED A VIOLATION OF THE CONTRACT ITSELF AND SHALL BE SUFFICIENT CAUSE FOR HALTING THE WORK WITHOUT EXTENDING THE DURATION OF THE JOB. NO TIME EXTENSION FOR THE CONTRACT WILL BE GIVEN NOR ANY CONSIDERATION FOR EXTRA COST CLAIMS RELATIVE TO THE VIOLATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTRUCT, MONITOR, AND SUPERVISE WORK STAFF SO THAT THIS CONDITION NEVER

OCCURS.

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

MATERIALS:

AIRPORT SAFETY AND SECURITY. AIRPORT SAFETY MEASURES AS OUTLINED ABOVE AND PER THE CONTRACT DOCUMENTS

SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THE COURSE OF THE PROJECT.

WARNING LIGHTS. WARNING LIGHTS SHALL BE OMNI-DIRECTIONAL, RED, 12-VOLT BATTERY OR SOLAR POWERED, AND MEET THE REQUIREMENTS OF THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR

STREETS AND HIGHWAYS (MUTCD) FOR TYPE A AND TYPE B FLASHERS.

LOW-PROFILE BARRICADES. BARRICADES SHALL BE OF THE TYPE DETAILED ON THE PLANS. BARRICADES, EXCLUSIVE OF WARNING LIGHTS, SHALL BE A MAXIMUM OF 18 INCHES IN HEIGHT. BARRICADES SHALL BE PAINTED OR TAPED WITH ALTERNATING ORANGE AND WHITE RETROREFLECTIVE STRIPING. EACH BARRICADE SHALL ALSO HAVE TWO (2) 20 INCH BY 20 INCH WHITE AND ORANGE FLAGS, AND A MINIMUM OF TWO (2) BATTERY- OR SOLAR- POWERED FLASHING RED WARNING LIGHTS, WITH LIGHTS SPACED NO MORE THAN 10 FEET APART. FLAGS SHALL BE FRAMED AND INSTALLED SO THAT THEY ARE ALWAYS IN THE EXTENDED POSITION AND ORIENTED ALONG THE LONG AXIS OF THE BARRICADE. BARRICADES SHALL BE SUITABLE FOR USE IN MOVEMENT AREAS AS OUTLINED BY FAA AC 150/5370-2, CURRENT EDITION.

EACH BARRICADE SHALL BE WEIGHTED TO WITHSTAND OVERTURNING FROM JET BLAST AND OTHER HIGH WINDS.

VEHICLE LIGHTING AND MARKING. ALL VEHICLES SHALL HAVE A YELLOW FLASHING BEACON ATTACHED, SPECIFIED IN FAA AC 150/5210-5, “PAINTING, MARKING, AND LIGHTING OF VEHICLES ON AN AIRPORT,” CURRENT EDITION. ALL VEHICLES CONTINUOUSLY OPERATING WITHIN THE AOA AND ALL CONTRACTOR ESCORT VEHICLES SHALL HAVE A FLAG ATTACHED, WITH

A STAFF HAVING A LENGTH OF 4 FEET AND A MINIMUM THICKNESS OF 2 INCHES.

PERSONNEL:

GENERAL. THE CONTRACTOR IS RESPONSIBLE FOR THE ACTIONS OF ALL ITS PERSONNEL AND THE PERSONNEL OF ANY

SUB-CONTRACTORS AND/OR SUPPLIERS WORKING ON THE PROJECT.

GATE GUARDS AND ESCORTS. GATE GUARD AND ESCORT PERSONNEL WILL BE PROVIDED BY KCAB FOR THE DURATION OF THE

AIRFIELD WORK OF THE PROJECT.

CONTRACTOR SECURITY OFFICER. THE CONTRACTOR SHALL DESIGNATE A CONTRACTOR SAFETY OFFICER (CSO) IN ACCORDANCE WITH SP-3. THE CSO IS THE CONTRACTOR'S REPRESENTATIVE FOR THE SECURITY REQUIREMENTS OF THE CONTRACT AND IS RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE AIRPORT SECURITY PLAN, THE CSPP, SP-3, AND AC

150/5370-2, CURRENT EDITION.

PLANS:

GENERAL. ALL PLANS ARE TO BE PREPARED ON THE CONTRACTOR'S COMPANY LETTERHEAD AND SIGNED BY THE COMPANY'S REPRESENTATIVE WHO IS AUTHORIZED TO DO SO. EACH PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE RPR PRIOR TO

COMMENCEMENT OF ANY WORK ON THE PROJECT, UNLESS OTHERWISE NOTED.

VEHICLE AND CONSTRUCTION EQUIPMENT CONTROL PLAN. THIS PLAN SHALL DESCRIBE IN DETAIL THE CONTRACTOR'S PLAN TO CONTROL THE MOVEMENTS OF VEHICLES AND CONSTRUCTION EQUIPMENT WITHIN THE AOA. THE PLAN MUST INCLUDE MATERIAL HAUL ROADS AND ANY BARRICADES THAT WOULD BE ERECTED TO PREVENT UNAUTHORIZED ACCESS TO THE AOA.

SAFETY PLAN COMPLIANCE DOCUMENT. THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT IN ACCORDANCE WITH AC 150/2370-2, “OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION,” CURRENT EDITION, PRIOR TO THE NOTICE TO PROCEED. THE SPCD SHALL DETAIL HOW THE CONTRACTOR WILL COMPLY WITH THE CSPP, INCLUDING BUT NOT LIMITED TO SPECIFIC SAFETY PLAN DETAILS SUCH AS HAZARD LIGHTING, POINTS OF CONTACT, AND EQUIPMENT HEIGHTS.

AN SPCD TEMPLATE IS INCLUDED IN THE CSPP.

SECURITY:

GENERAL. THE AIRPORT IS OPERATED UNDER STRICT SECURITY REQUIREMENTS, WHICH PROHIBIT UNAUTHORIZED PERSONS OR VEHICLES IN THE AIRPORT OPERATIONS AREA (AOA). EQUIPMENT AND PERSONNEL WILL BE RESTRICTED TO THE LIMITS OF WORK DEFINED ON THE PLANS. ANY VIOLATIONS BY CONTRACTOR PERSONNEL WILL SUBJECT THE CONTRACTOR TO PENALTIES IMPOSED BY THE FAA AND KCAB. SECURITY REQUIREMENTS FOR WORK INSIDE THE AOA ARE OUTLINED IN SP-3 AND THE

AIRPORT SECURITY PLAN.

ACCESS POINTS. THE CONTRACTOR SHALL MAINTAIN SECURITY INTEGRITY BETWEEN THE PUBLIC AND AOA. NO VEHICLE SHALL ENTER THE AOA EXCEPT AT PREDETERMINED ACCESS POINTS. ENTRANCE TO THE AIRFIELD IS SUBJECT TO STRICT SECURITY REGULATIONS. ALL PERSONNEL ENTERING THE AIRFIELD MUST OBTAIN AND DISPLAY THE PROPER SECURITY IDENTIFICATION BADGES AT ALL TIMES. ALL VEHICLES ARE SUBJECT TO INSPECTION UPON ENTERING THE AOA. ALL VEHICLES MAY BE SEARCHED EACH TIME PRIOR TO PASSING THE SECURITY CHECKPOINTS AND MAY BE SUBJECT TO RANDOM SEARCHES WHILE OPERATING IN THE AOA. DUE TO THESE REQUIREMENTS, THE THROUGHPUT OF VEHICLES ENTERING THE AOA AT THESE CHECK POINTS MAY BE SEVERELY REDUCED, THEREBY POSSIBLY AFFECTING THE EXECUTION TIME OF SOME CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST ACCOUNT FOR THE POSSIBLE LOSS OF TIME ASSOCIATED WITH THESE VEHICLE SEARCHES IN HIS/HER BID.

NO ADDITIONAL TIME OR COMPENSATION WILL BE PERMITTED FOR ACTIONS RESULTING FROM THESE VEHICLE SEARCHES.

PERSONNEL BADGES/VEHICLE PASSES. ALL EMPLOYEES WORKING IN THE AOA SHALL BE REQUIRED TO DISPLAY THE APPROPRIATE BADGING. CONTRACTOR PERSONNEL SHALL OBTAIN AN AIRPORT SECURITY BADGE ISSUED BY THE KCAB BADGING OFFICE. VEHICLES THAT ARE WITHIN THE AOA MUST HAVE A KCAB ISSUED VEHICLE PASS AT ALL TIMES IN THE AOA. VEHICLE PASSES CAN BE OBTAINED FROM THE KCAB BADGING OFFICE. THE REQUIREMENTS FOR OBTAINING SECURITY BADGES ARE INCLUDED IN SP-3. AT PROJECT COMPLETION, ALL SECURITY BADGES AND VEHICLE PASSES SHALL BE RETURNED TO THE

BADGING OFFICE.

SAFETY

GENERAL. BEFORE ENTERING UPON OR CROSSING ANY ACTIVE APRON AREA, TAXILANE, OR TAXIWAY, THE CONTRACTOR'S ESCORT SHALL RECEIVE PROPER CLEARANCE FROM AIRPORT OPERATIONS AND/OR THE ATCT. EMERGENCIES, WEATHER, AND OPERATING CONDITIONS MAY NECESSITATE SUDDEN CHANGES, BOTH IN AIRPORT OPERATIONS AND IN THE OPERATIONS OF THE CONTRACTOR. AIRCRAFT OPERATIONS SHALL ALWAYS HAVE PRIORITY OVER ANY AND ALL OF THE CONTRACTOR'S OPERATIONS. SHOULD RUNWAYS OR TAXIWAYS BE REQUIRED FOR THE USE OF AIRCRAFT, AND SHOULD CVG OPERATIONS, THE ATCT, OR THE ESCORT DEEM THE CONTRACTOR TO BE TOO CLOSE TO ACTIVE RUNWAYS OR TAXIWAYS, THE CONTRACTOR SHALL SUSPEND HIS OPERATIONS, REMOVE HIS PERSONNEL, EQUIPMENT, AND MATERIALS TO A SAFE DISTANCE, AND STAND BY UNTIL THE RUNWAYS AND TAXIWAYS ARE NO LONGER REQUIRED FOR USE BY AIRCRAFT. THERE WILL BE NO COMPENSATION FOR DELAYS OR INEFFICIENCIES DUE TO THESE CHANGES. THROUGHOUT THE DURATION OF THE PROJECT, ANY PRACTICE OR SITUATIONS THAT THE AIRPORT DETERMINES TO BE UNSAFE OR A HINDRANCE TO REGULAR AIRPORT OPERATIONS SHALL BE

IMMEDIATELY RECTIFIED.

NO CONSTRUCTION PERSONNEL, EQUIPMENT OR OTHER CONSTRUCTION RELATED MATERIAL SHALL BE PERMITTED CLOSER THAN 145 FEET FROM THE CENTERLINE OF ANY ACTIVE TAXIWAY WITHOUT PRIOR AUTHORIZATION BY THE AIRPORT. NO CONSTRUCTION PERSONNEL, EQUIPMENT, OR OTHER CONSTRUCTION RELATED MATERIAL SHALL BE PERMITTED CLOSER THAN 250 FEET FROM THE CENTERLINE OF ANY ACTIVE RUNWAY WITHOUT PRIOR AUTHORIZATION BY THE AIRPORT.

HAZARD MARKING. HAZARD-MARKING SHALL CONSIST OF BARRICADES AND/OR SIGNS TO IDENTIFY AND DEFINE THE LIMITS OF CONSTRUCTION, MAKING THEM VISIBLE TO AIRCRAFT, PERSONNEL, OR VEHICLES; TO IDENTIFY HAZARDS SUCH AS OPEN STRUCTURES OR TRENCHES, SMALL AREAS UNDER REPAIR, STOCKPILED MATERIAL, WASTE AREAS, ETC.; TO PREVENT AIRCRAFT FROM TAXIING ONTO A CLOSED RUNWAY OR TAXIWAY; AND TO IDENTIFY FAA, AIRPORT, AND NATIONAL WEATHER SERVICE FACILITIES, CABLES, POWER LINES, INSTRUMENT LANDING SYSTEM (ILS) CRITICAL AREAS, AND OTHER SENSITIVE AREAS TO PREVENT DAMAGE, INTERFERENCE, AND FACILITY SHUTDOWN. HAZARDOUS AREAS, IN WHICH NO PART OF AN AIRCRAFT MAY ENTER, SHOULD BE INDICATED BY THE USE OF BARRICADES. A BARRICADE AND HAZARD MARKING PLAN IS IDENTIFIED IN THE

CSPP.

THE LAYOUT OF ALL HAZARD MARKINGS SHALL BE APPROVED BY THE AIRPORT PRIOR TO THE START OF CONSTRUCTION.

COORDINATION AND CONTROL OF CONSTRUCTION ACTIVITIES:

SCHEDULING AND ACCOMPLISHMENT. ANY WORK TO BE DONE ON ANY OPERATIONAL APRON, TAXILANE, OR TAXIWAY MUST BE DONE IN ACCORDANCE WITH THE PHASING REQUIREMENTS AND WORKING RESTRICTIONS DETAILED IN THE CSPP AND ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE AIRPORT PLANNING AND DEVELOPMENT OF REQUIRED CLOSURES TO COORDINATE WITH AIRPORT OPERATIONS A MINIMUM OF 5 BUSINESS DAYS PRIOR TO THE CLOSURE.

THE CONTRACTOR SHALL CONTACT THE AIRPORT PLANNING AND DEVELOPMENT EACH DAY BEFORE WORK BEGINS TO COORDINATE THE STATUS AND NATURE OF WORK TO BE DONE THAT DAY. THE CONTRACTOR SHALL ALSO REPORT TO THE AIRPORT PLANNING AND DEVELOPMENT AT THE END OF EACH DAY TO SCHEDULE THE WORK FOR THE FOLLOWING DAY.

TAXIWAY CLOSURES. WHEN A TAXIWAY IS CLOSURE IS REQUIRED, BARRICADES SHALL BE PLACED AS SHOWN ON THE PHASING PLAN AND AS DIRECTED BY THE AIRPORT PLANNING AND DEVELOPMENT. THESE BARRICADES SHALL REMAIN IN PLACE AND BE

MAINTAINED BY THE CONTRACTOR UNTIL THE TAXIWAY IS OPEN TO AIRCRAFT TRAFFIC.

VEHICLE AND PEDESTRIAN CONTROL. VEHICLE AND ACCESS ROUTES FOR AIRPORT CONSTRUCTION SHALL BE CONTROLLED AS NECESSARY TO PREVENT INADVERTENT OR UNAUTHORIZED ENTRY OF PERSONS, VEHICLES, OR WILDLIFE INTO THE AOA.

ALL VEHICLES AND/OR CONSTRUCTION EQUIPMENT OPERATING INSIDE THE NON-MOVEMENT AREA OF THE AOA SHALL BE ESCORTED BY PERSONNEL THAT HAVE COMPLETED THE APPROPRIATE REQUIREMENTS TO OBTAIN AN ESCORT BADGE. ALL CONTRACTOR PERSONNEL OPERATING ANY VEHICLES OR CONSTRUCTION EQUIPMENT INSIDE THE AOA SHALL HAVE THE APPROPRIATE BADGE. VEHICULAR TRAFFIC CROSSING ACTIVE TAXIWAYS SHALL BE CONTROLLED BY AN ESCORT WHO IS IN CONTACT WITH THE ATCT. VEHICULAR TRAFFIC CROSSING ACTIVE RUNWAYS SHALL BE CONTROLLED BY AN ESCORT WHO IS IN

CONTACT WITH THE ATCT.

THE CONTRACTOR WILL NOT BE PERMITTED TO USE ANY ACCESS OR HAUL ROADS OTHER THAN THOSE DESIGNATED ON THE PLANS OR AS DISCUSSED AT THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHOULD SUBMIT SPECIFIC PROPOSED INGRESS AND EGRESS ROUTES ASSOCIATED WITH SPECIFIC CONSTRUCTION ACTIVITIES TO THE AIRPORT PLANNING AND DEVELOPMENT FOR EVALUATION AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. AIRCRAFT RESCUE FIREFIGHTING (ARFF) RIGHT-OF-WAY ON ACCESS ROADS, HAUL ROADS, TAXIWAYS, AND RUNWAYS SHALL NOT BE IMPEDED AT

ANY TIME.

ALL VEHICLES SHALL BE PARKED AND SERVICED IN THE DESIGNATED STAGING AREA AS SHOWN ON THE PLANS.

CONSTRUCTION AREA MARKING AND LIGHTING. BARRICADES SHALL BE PROVIDED AND ERECTED BY THE CONTRACTOR AS SHOWN ON THE PHASING PLANS OR AS DIRECTED BY THE AIRPORT PLANNING AND DEVELOPMENT. BARRICADES PLACED TO CONTROL VEHICULAR TRAFFIC SHALL BE PLACED AT NO MORE THAN 4-FOOT INTERVALS ALONG A LINE AND AT THE INTERVAL DESIGNATED BY THE AIRPORT PLANNING AND DEVELOPMENT. BARRICADES PLACED TO CONTROL AIRCRAFT TRAFFIC SHALL BE PLACED AT NO MORE THAN 10-FOOT INTERVALS ALONG A LINE AND AT THE INTERVAL DESIGNATED BY THE AIRPORT PLANNING AND DEVELOPMENT. TWO ROWS OF BARRICADES MAY BE REQUIRED TO CONTROL BOTH VEHICULAR AND AIRCRAFT TRAFFIC, AS DIRECTED BY THE AIRPORT PLANNING AND DEVELOPMENT. ALL CONSTRUCTION AREAS, INCLUDING CLOSED RUNWAYS AND TAXIWAYS, SHOULD BE CLEARLY AND VISIBLY SEPARATED BY THE CONTRACTOR TO DELINEATE ACTIVE AIR OPERATION AREAS, HAZARD AREAS, FACILITIES, CABLES, AND POWER LINES. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE CONDITION AND VISIBILITY OF ALL MARKERS IDENTIFYING THE ABOVE-MENTIONED AREAS, AND THAT MARKING AND LIGHTING AIDS REMAIN IN PLACE. NO BARRICADES SHALL BE PLACED CLOSER TO ANY TAXIWAY OR RUNWAY THAN DESCRIBED IN THE PLANS.

ALL BARRICADES SHALL BE REMOVED FROM THE SITE UPON THE COMPLETION OF THE PROJECT AND BECOME PROPERTY OF

THE CONTRACTOR.

TRENCHES AND EXCAVATIONS. OPEN TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE DIMENSIONS PROVIDED UNDER "SAFETY". COVERINGS FOR OPEN TRENCHES OR EXCAVATIONS WITHIN THESE DIMENSIONS SHOULD BE OF SUFFICIENT STRENGTH TO SUPPORT THE WEIGHT OF A BOEING 777-8. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE

SHOULD BE PROMINENTLY MARKED WITH BARRICADES.

MATERIAL STOCKPILE AND EQUIPMENT STORAGE. STOCKPILING OF CONSTRUCTION MATERIALS AND EQUIPMENT STORAGE IS NOT PERMITTED WITHIN THE DIMENSIONS PROVIDED UNDER "SAFETY". STOCKPILED MATERIALS AND EQUIPMENT SHOULD BE PROMINENTLY MARKED WITH CONES IF WITHIN THE AOA. STOCKPILED MATERIALS OR EQUIPMENT SHOULD NOT BE STORED NEAR NAVAIDS, VISUAL OR APPROACH AIDS, NOR SHOULD THEY OBSTRUCT THE ATCTS LINE OF SIGHT TO ANY RUNWAY, TAXIWAY, OR APRON.

THE AIRPORT PLANNING AND DEVELOPMENT SHOULD ENSURE THAT STOCKPILED CONSTRUCTION MATERIALS AND EQUIPMENT DO NOT CAUSE DEGRADED OR HAZARDOUS CONDITIONS TO THE SAFETY OF AIRPORT OPERATIONS. THIS INCLUDES DETERMINING AND VERIFYING THAT STOCKPILED MATERIALS AND EQUIPMENT ARE STORED OR PARKED AT AN APPROVED LOCATION, THAT THEY ARE PROPERLY STOWED TO PREVENT FOREIGN OBJECT DEBRIS (FOD), ATTRACTION BY WILDLIFE, OR OBSTRUCTION OF AIR OPERATIONS EITHER BY THEIR PROXIMITY TO NAVAIDS OR TO AIRCRAFT MOVEMENT

AREAS.

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT. WASTE AND LOOSE MATERIALS CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEARS OR PROPELLERS OR CAPABLE OF BEING INGESTED IN JET ENGINES SHOULD NOT BE LEFT OR PLACED ON OR NEAR ACTIVE AIRCRAFT MOVEMENT AREAS. MATERIALS TRACKED ONTO THESE AREAS SHOULD BE CONTINUOUSLY REMOVED DURING THE CONSTRUCTION PROJECT. IT IS ALSO REQUIRED THAT WASTE OR LOOSE MATERIALS THAT WOULD ATTRACT

WILDLIFE BE CAREFULLY CONTROLLED AND REMOVED ON A CONTINUOUS BASIS.

A MAGNET OF THE TYPE ATTACHED TO VEHICLES USED AT AIRPORTS SHALL BE ATTACHED TO THE CONTRACTOR'S VEHICLES

USED TO PATROL AND CLEAN THE SITE AND HAUL ROUTES.

CARE SHALL ALSO BE TAKEN TO REMOVE ANY WASTE OR LOOSE MATERIALS THAT ATTRACT WILDLIFE, SUCH AS TRASH AND

FOOD SCRAPS.

OTHER. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS ARE PROVIDED AND HAVE BEEN APPROVED FOR USE BY THE AUTHORITY FIRE DEPARTMENT. UNDER NO

CIRCUMSTANCES WILL FLARE POTS BE PERMITTED.

MEASUREMENT AND BASIS OF PAYMENT:

MEASUREMENT AND PAYMENT FOR ALL MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION INCLUDED

HERE SHALL BE MADE ON A LUMP SUM BASIS. LOW PROFILE BARRICADE

NTS

G-0.5

INTERNATIONAL

ORANGE

AND WHITE STRIPES

(BOTH SIDES)

HIGH INTENSITY RED FLASHING

LIGHT SECURED TO BARRICADE

(TWO PER BARRICADE)

8'

10"

WATER OR SAND FILLED

LOW PROFILE

BARRICADE

3'-0"

AVIATION ORANGE

AVIATION WHITE

3'-0"

VEHICLE FLAG

NTS

G-0.5

BARRICADE NOTES:

1. RED BARRICADE LIGHTS SHALL BE SOLAR 360° OMNIDIRECTIONAL.

2. BARRICADES SHALL BE INTERLOCKED AND CONTINUOUS, UNLESS OTHERWISE INDICATED; OR

DIRECTED BY THE AIRPORT OPERATIONS. BARRICADES ON TAXIWAYS AND RUNWAYS SHALL

PROVIDE A SPACE TO ALLOW FOR ARFF VEHICLE PASSAGE.

3. CONTRACTOR SHALL MAINTAIN BARRICADE LIGHTS AT ALL TIMES DURING CONSTRUCTION.

EACH BARRICADE MUST HAVE BOTH LIGHTS OPERATING AT ALL TIMES.

4. BARRICADES SHALL BE HELD IN PLACE BY ENOUGH WATER OR SAND TO PREVENT MOVEMENT

FROM JET BLAST. SANDBAGS SHALL BE EITHER ORANGE OR WHITE.

5. IT IS ANTICIPATED THAT AT LEAST 95 BARRICADES WOULD BE REQUIRED FOR THIS PROJECT.

G-0.5

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

KENTON COUNTY AIRPORT BOARD

C:\PW_WORKDIR\PEWIN_MEGAN-F\D0247197\SAT_C-0.0_COVER_SHEET.DWG 7/30/2026 6:14 PM MEGAN-F

ISSUE TO BID08/13/26 MLF WGC

GENERAL NOTES

G-0.6

GENERAL NOTES

1. THIS PROJECT CONTRACT WILL GENERALLY PROVIDE FOR THE REHABILITATION OF THE SOUTH AIRFIELD ROAD TUNNEL. WORK INCLUDES REPAIRS AND UPGRADES TO STRUCTURAL, CIVIL, ELECTRICAL, AND MECHANICAL SYSTEMS WITHIN THE TUNNEL AND AT THE APPROACHES. ASSOCIATED WORK ITEMS INCLUDE DRAINAGE SYSTEM IMPROVEMENTS, REHABILITATION OF APPROACH PAVEMENT, UPGRADES TO TUNNEL ELECTRICAL AND LIGHTING SYSTEMS, MODIFICATIONS TO THE VENTILATION SYSTEM, AND RELATED SITE AND UTILITY IMPROVEMENTS NECESSARY TO SUPPORT THE REHABILITATION.

2. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT PLANS AND SPECIFICATIONS AND ANY RULES, REGULATIONS, STANDARDS OR SPECIFICATIONS REFERENCED THEREIN. THE PROJECT IS SUBJECT TO INSPECTION BY REPRESENTATIVES OF THE KENTON COUNTY AIRPORT BOARD (KCAB), THE

FEDERAL AVIATION ADMINISTRATION (FAA), AND OTHER GOVERNING AGENCIES.

3. THE CONTRACTOR SHALL PERFORM ALL LANDSIDE WORK IN ACCORDANCE WITH THE CURRENT EDITION OF THE KENTUCKY TRANSPORTATION CABINET (KYTC) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIAL PROVISIONS. AIRSIDE WORK SHALL BE

PERFORMED IN ACCORDANCE WITH APPLICABLE FAA STANDARDS AND SPECIFICATIONS.

4. CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT WILL BE IN OPERATION DURING THE CONSTRUCTION OF THIS PROJECT. COORDINATION OF WORK WITH AIRPORT AUTHORITIES IS MANDATORY SO AS TO MINIMIZE IMPACTS TO AIRPORT OPERATIONS, BOTH ON AND OFF THE AIRFIELD.

5. CONSTRUCTION LIMITS – ALL CONTRACTOR VEHICLES AND TRAFFIC (UNLESS OTHERWISE AUTHORIZED) SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION

LIMITS OR HAUL ROUTES.

6. THE WORK AREA SHALL BE PROPERLY SECURED AT THE END OF EACH WORKING DAY TO PREVENT VEHICLES AND PEOPLE FROM ENTERING THE SITE. CONTRACTOR SHALL PREVENT UNAUTHORIZED ACCESS TO THE PROJECT SITE DURING WORKING AND NON WORKING HOURS. ANY COSTS FOR TEMPORARY GATES, SECURITY PERSONNEL, OR OTHER MISCELLANEOUS ITEMS REQUIRED TO PROVIDE A SECURE ENVIRONMENT SHALL BE AT THE CONTRACTOR'S EXPENSE.

7. PERMITS – THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS ASSOCIATED WITH THE WORK, INCLUDING BUT NOT LIMITED TO PERMITS FROM THE KENTUCKY DEPARTMENT OF HIGHWAYS FOR USE OF PUBLIC ROADS FOR DELIVERY OF MATERIALS AND EQUIPMENT AND THE BOONE COUNTY BUILDING/ELECTRICAL PERMITS. ANY DAMAGE TO OFF-SITE ROADS SHALL BE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR. FINAL PERMIT CLOSE-OUT AND CERTIFICATE OF OCCUPANCY FROM BOONE COUNTY SHALL BE OBTAINED PRIOR TO SUBMITTAL OF THE FINAL RETAINAGE PAYMENT APPLICATION. ALSO SEE GENERAL AND SPECIAL

PROVISIONS FOR OTHER PERMITTING REQUIREMENTS.

8. WASTE AREAS – ALL EXCESS EXCAVATED MATERIAL, UNSUITABLE MATERIAL, CONCRETE WASHOUT, AND PAVEMENT RUBBLE SHALL BE DISPOSED OF OFF AIRPORT PROPERTY OR AS DIRECTED BY THE RPR. THE CONTRACTOR SHALL FURNISH THE RPR WITH COPIES OF SIGNED OFF-SITE WASTE AREA PERMITS.

9. HAUL ROUTES – THE LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE COORDINATED WITH THE RPR. 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. ON-SITE ROADS UTILIZED AS HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE TO THEIR ORIGINAL CONDITION UPON COMPLETION OF THOSE HAULING OPERATIONS. THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL ROADS SHALL BE JOINTLY INSPECTED AND PHOTOGRAPHED AND THEIR CONDITION DETERMINED BY THE RPR. FENCING, DRAINAGE, GRADING AND OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT SHALL BE APPROVED BY THE RPR PRIOR TO THE WORK. ALL ON-SITE ACCESS ROADS TO AIRPORT FACILITIES SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES. REFER TO SPECIAL PROVISIONS SECTION 2 FROM PROJECT

SPECIFICATIONS FOR FURTHER INFORMATION.

10. CONTRACTOR EQUIPMENT LAY DOWN AND STAGING AREA – SEE SHEET G-06 AND TECHNICAL SPECIFICATIONS AND PROJECT NOTES.

11. VEHICLES – NO PRIVATE VEHICLES ARE ALLOWED ON THE AIRPORT BEYOND THE DESIGNATED PARKING AREA. ALL VEHICLES OPERATING ON THE AIRPORT, MUST HAVE PROPER IDENTIFICATION SIGNS, AIRFIELD VEHICLE PERMITS, FAA APPROVED BEACONS, AND/OR FLAGS. ANY VEHICLE NOT ELIGIBLE FOR REGISTRATION TO OPERATE ON PUBLIC ROADWAYS SHALL BE CONSIDERED CONSTRUCTION EQUIPMENT. HAUL TRUCKS MUST HAVE COMPANY LOGO SIGNS, BEACONS, AND/OR FLAGS AND LIGHTS. CONTRACTOR SHALL REFER TO SPECIAL PROVISIONS SECTION 3 AND CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) FOR FURTHER INFORMATION.

12. SAFETY – THE CONTRACTOR SHALL CONDUCT ACTIVITIES IN A SAFE MANNER AS SPECIFIED IN THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) AND IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 150/5370-2G “OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION”, AND THE CONTRACT SPECIFICATIONS.

CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SAFETY PLAN AND APPOINT A “SAFETY MANAGER” THAT WILL BE IN CHARGE OF ENFORCING THESE SAFETY STANDARDS FOR THIS PROJECT. CONTRACTOR SHALL REFER TO SPECIAL PROVISIONS SECTION 3 FOR FURTHER INFORMATION.

13. SECURITY – THE CONTRACTOR SHALL BE ESCORTED BY OWNER-APPROVED PERSONNEL TRAINED IN THE RULES AND REGULATIONS OF PERFORMING WORK WITHIN THE AIRPORT OPERATIONS AREA (AOA). CONTRACTOR SHALL DESIGNATE A CONTRACTOR SECURITY OFFICE (C.S.O.) WHO WILL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THE AIRPORTS SECURITY REQUIREMENTS. THE CONTRACTOR IS ALSO REQUIRED TO OBTAIN AIRPORT SECURITY BADGES FOR ANYONE (INCLUDING CONTRACTOR’S SUBCONTRACTOR(S) AND SUPPLIERS) REQUIRING AOA ACCESS. CONTRACTOR SHALL REFER TO SPECIAL PROVISIONS SECTION 3 FOR

FURTHER INFORMATION.

14. COORDINATION MEETINGS – RPR, WITH THE CONTRACTOR, SHALL CONDUCT WEEKLY COORDINATION MEETINGS TO DISCUSS WORK AREAS, SCHEDULING, SAFETY, ETC. WITH THE AIRPORT OPERATIONS, FAA, AND OTHER STAKEHOLDERS. REFER TO SPECIAL PROVISIONS SECTION 4 FOR FURTHER INFORMATION.

15. OTHER CONSTRUCTION PROJECTS – CONSTRUCTION OF OTHER PROJECTS MAY BE TAKING PLACE CONCURRENTLY WITH, AND IN SOME CASES, MAY BE DIRECTLY ADJACENT TO THIS PROJECT. CONTRACTOR IS REQUIRED TO COORDINATE, THROUGH THE RPR AND AIRPORT PERSONNEL, WITH THOSE CONTRACTORS TO ELIMINATE

CONFLICTS BETWEEN SCHEDULES, WORK AREAS, ACCESS AND OTHER POTENTIAL ISSUES.

16. PORTIONS OF THE EXISTING LINE WORK AND DISPOSITION OF INFRASTRUCTURE DEPICTED IN THESE PLANS HAVE BEEN PREPARED FROM AS-BUILT RECORD DRAWINGS AND CAD FILES PROVIDED BY OTHERS. THE CONTRACTOR SHALL FIELD VERIFY THE ACCURACY OF THIS INFORMATION AND INFORM THE RPR OF ANY NOTED

DISCREPANCIES PRIOR TO ANY CONSTRUCTION ACTIVITY.

17. PROTECTION AND REPAIR OF DAMAGE TO EXISTING CABLES – LOCATION OF KNOWN EXISTING AIRPORT UNDERGROUND CABLES ARE SHOWN ON PLANS AND MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY REPAIR, WITH IDENTICAL MATERIAL BY SKILLED WORKMEN, ANY UNDERGROUND CABLES SERVING FAA NAVAIDS, WEATHER BUREAU, AND OTHER AIRPORT FACILITIES, WHICH ARE DAMAGED BY THE CONTRACTORS WORKMEN, EQUIPMENT, OR WORK. PRIOR APPROVAL OF THE FAA MUST BE OBTAINED FOR THE MATERIALS, WORKMEN, TIME OF DAY OR NIGHT, AND METHOD OF REPAIRS FOR ANY TEMPORARY OR PERMANENT REPAIRS THE CONTRACTOR PROPOSES TO MAKE TO ANY FAA NAVAIDS, WEATHER BUREAU FACILITIES, OR OTHER CABLES AND CONTROLS SERVING SUCH NAVAIDS AND FACILITIES DAMAGED BY THE CONTRACTOR. PRIOR APPROVAL OF THE RPR MUST BE OBTAINED FOR THE MATERIALS, WORKMEN, TIME OF DAY OR NIGHT, AND METHOD OF REPAIRS FOR ANY TEMPORARY OR PERMANENT REPAIRS THE CONTRACTOR PROPOSES TO MAKE TO ANY OTHER AIRPORT FACILITIES AND CABLES DAMAGED BY THIS CONTRACTOR. CONTRACTOR SHALL REFER TO SPECIAL PROVISIONS SECTION 2 FOR FURTHER INFORMATION.

18. EXISTING AIRPORT LIGHTING SYSTEMS – INTERRUPTION TO EXISTING AIRPORT LIGHTING SYSTEMS NOT INCLUDED IN THIS PROJECT SHALL NOT BE PERMITTED.

ALL AIRPORT LIGHTING CIRCUITS AFFECTED BY THIS PROJECT SHALL BE TEMPORARILY MAINTAINED DURING OPERATIONAL PERIODS BY THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE FAA, THE RPR, AND ALL THE APPLICABLE AIRPORT AUTHORITIES, IN WRITING THREE (3) WEEKS, THEN AGAIN THREE (3) BUSINESS DAYS, PRIOR TO PERFORMING ANY WORK ON AIRFIELD ELECTRICAL FACILITIES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL COORDINATION EFFORTS WITH THE

LOCAL POWER AND TELEPHONE COMPANIES.

19. UTILITIES & EXCAVATION – CONTACT NUMBERS FOR UTILITY LOCATIONS ARE AS FOLLOWS:

KENTUCKY 811

PO BOX 1209

PROSPECT, KY 40059

(800) 752–6007

FEDERAL AVIATION ADMINISTRATION

MR. JOHN ASHTON

AIRWAYS FACILITIES SECTOR FIELD OFFICE

FAA, P.O. BOX 75003

CINCINNATI, OH 45275

(859) 372–6500

NATIONAL WEATHER SERVICE

MR. DON HUGHES

1901 S. STATE ROUTE 134

WILMINGTON, OH 45177–9708

(937) 383–0031

ELECTRIC POWER/GAS

MR. COREY STEINMETZ

PROJECT COORDINATOR, DUKE ENERGY

1262 COX ROAD,

ERLANGER, KY 41018

(859) 534–4452

MR. DAVID WAINSCOTT

MANAGER OF OPERATIONS

OWEN COUNTY RURAL ELECTRIC CO

OWENTON, KY 41051

(800) 372–7612 OR (502) 563–3518

WATER/SEWER

MR. BOB HUCK

CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT

(859) 393–4051 (860)

TELEPHONE SERVICES

GUY WARMAN

INFRASTRUCTURE & MANAGED SERVICES CONSULTANT

CINCINNATI BELL BUSINESS

(513) 397–5698

20. CONTRACTOR SHALL HAVE UTILITIES MARKED BY CALLING KENTUCKY 811 (CALL BEFORE YOU DIG AT 1-800-752-6007). 811 MAY NOT INCLUDE ALL UTILITIES ON SITE AND CONTRACTOR SHOULD DIRECTLY CONTACT THOSE ENTITIES TO MARK THOSE FACILITITES (INCLUDING BUT NOT LIMITED TO NORTHERN KENTUCKY WATER DISTRICT, SANITATION DISTRICT NO.1, AND OTHERS). CONTRACTOR SHALL NOTIFY KCAB AT LEAST TWO WEEKS PRIOR TO STARTING WORK FOR THE LOCATION OF KCAB OWNED UTILITIES. LOCATION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. A 3RD PARTY UTILITY CONTRACTOR MAY BE REQUIRED.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY, PROTECTION, MAINTENANCE, AND FINAL RESTORATION OF ALL SURFACE AND SUBSURFACE UTILITIES.

UTILITIES AS REFERRED TO IN THIS SECTION, SHALL BE UNDERSTOOD TO MEAN BOTH PUBLICE AND PRIVATELY-OWNED UTILITIES.

22. EXISTING AND PROPOSED GRADES – EXISTING GRADES SHOWN ON THE DRAWINGS ARE BELIEVED TO BE ACCURATE, BUT THE KCAB ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THESE GRADES. IF THE CONTRACTOR DOES NOT CONCUR WITH THE ELEVATIONS GIVEN ON THE DRAWINGS, THEY SHALL NOTIFY THE RPR IN

WRITING PRIOR TO INITIATING ANY CONSTRUCTION ACTIVITIES.

23. WORK DONE CONTRARY TO THE INSTRUCTIONS OF THE RPR, WORK DONE BEYOND THE LINES SHOWN ON THE PLANS OR AS GIVEN, EXCEPT AS HEREIN SPECIFIED, OR ANY EXTRA WORK DONE WITHOUT AUTHORITY, WILL BE CONSIDERED AS UNAUTHORIZED AND WILL NOT BE PAID FOR UNDER THE PROVISIONS OF THE CONTRACT.

WORK DONE SO MAY BE ORDERED REMOVED OR REPLACED AT THE CONTRACTOR’S EXPENSE.

24. UPON THE CONTRACTOR'S FAILURE TO COMPLY IMMEDIATELY WITH ANY ORDER OF THE RPR UNDER THE PROVISIONS OF THIS CONTRACT, THE RPR WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED AND UNAUTHORIZED WORK TO BE REMOVED AND TO DEDUCT THE COSTS

(INCURRED BY THE OWNER) FROM ANY MONIES DUE OR TO BECOME DUE THE CONTRACTOR.

25. NO WORK MAY PROCEED UNTIL THE CONTRACT HAS BEEN SIGNED BY KCAB INCLUDING RECEIPT OF THE CONTRACTOR’S INSURANCE.

26. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO VEHICLES AND PERSONS AS A RESULT OF CONSTRUCTION. ALL CLAIMS ASSOCIATED WITH DAMAGE TO VEHICLES OR PERSONS AS A RESULT OF CONSTRUCTION WILL BE THE CONTRACTOR’S RESPONSBILITY. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT VEHICLES, PEDESTRIANS, AND INFRASTRUCTURE DURING CONSTRUCTION. KCAB CAN ADJUST THE CONTRACTOR’S MEANS TO ENSURE PROTECTION OF

VEHICLES, PEDESTRIANS, AND INFRASTRUCTURE AT NO COST TO KCAB.

27. ANY DAMAGE TO PLANTS, TREES, LANDSCAPING, GRASS, FENCE, UTILITIES, RESTORATION TO SITE, ETC., SHALL BE REPLACED AT NO COST TO THE OWNER.

28. CONTRACTOR SHOULD FIELD MEASURE AND VERIFY ALL EXISTING CONDITIONS AND WORK AREAS PRIOR TO DEMOLOTION AND ORDERING MATERIALS TO VERIFY

CORRECT SIZES.

29. CONTRACTOR SHALL FOLLOW FHWA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) (CURRENT EDITION) FOR SIGNING AND STRIPING. ALL SIGNS AND DEVICES SHALL BE NEW AND MEET RETROREFLECTIVITY STANDARDS IN MUTCD. CONTRACTOR SHALL MAINTAIN ALL SIGNS AND DEVICES IN GOOD CONDITION, INCLUDING CLEANING OR RENEWING SURFACES AS NECESSARY TO PROVIDE CLEAR VISIBILITY AND HIGH RETROREFLECTIVITY AT ALL TIMES.

30. REFERENCE TECHNICAL SPECIFICATIONS, CONSTRUCTION SEQUENCE, AND PROJECT NOTES.

31. MAINTENANCE OF TRAFFIC NOTES ARE PROVIDED IN TECHNICAL SPECIFICATIONS AND PROJECT NOTES.

N/A

AutoCAD SHX Text

NOT ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

CAD NO:

AutoCAD SHX Text

PROJ.NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DWN.BY:

AutoCAD SHX Text

SHEET NO:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

APPR.BY:

AutoCAD SHX Text

CHK.BY:

AutoCAD SHX Text 12930.01

AutoCAD SHX Text 08-13-2026

AutoCAD SHX Text

MLF

AutoCAD SHX Text

WGC

AutoCAD SHX Text

WGC

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

BY

AutoCAD SHX Text

AUTH.

C-1.0 C-1.1 C-1.2 C-1.385+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00107+30

STA:89+92.10

OFF:0.00'

STA:102+50.02

OFF:0.00'

MAG

MAG

MAG

MAG

CONTRACTOR EQUIPMENT LAY DOWN AND STAGING AREA

18L/36R RUNWAY TUNNEL REHABILITATION

& SAFETY IMPROVEMENTS

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

KENTON COUNTY AIRPORT BOARD

C:\PW_WORKDIR\PEWIN_MEGAN-F\D0247197\SAT_C-0.0_COVER_SHEET.DWG 7/31/2026 12:09 PM MEGAN-F

ISSUE TO BID08/13/26 MLF WGC

LAYDOWN & STAGING AREA &

SURVEY CONTROL

G-0.7

SURVEY CONTROL TABLE

MONUMENT

NUMBER NORTHING EASTING MONUMENT

ELEVATION

MONUMENT

DESCRIPTION STATION OFFSET LT/RT

MAG 1 4267828.6450 5233237.3330 862.9510 CPMAG 85+78 33.53 RT

MAG 2 4267863.5060 5233440.0320 861.6380 CPMAG 87+81 0.37 RT

MAG 3 4267876.7410 5235037.4110 865.0760 CPMAG 103+78 0.55 RT

MAG 4 4267906.0800 5235330.9720 870.4260 CPMAG 106+72 26.32 LT

NORTH INDICATED IS IN RELATION

TO KY STATE PLANE, SINGLE

ZONE, NSRS 2011, US SURVEY FT.

NOTE: CONTRACTOR SHALL LOCATE ALL SURVEY MONUMENTS ON

THE SITE PRIOR TO EXECUTING ANY WORK. CONTRACTOR SHALL

VERIFY ALL LOCATIONS, STATIONS, COORDINATE VALUES AND

ELEVATION PROVIDED AND SHALL NOTIFY THE ENGINEER OF ANY

FIELD VARIATIONS OR DISCREPANCIES IN WRITING.

Know what's below.

Call before you dig.

R

LEGEND

MAGNAILMAG

1" = 100'

AutoCAD SHX Text

NOT ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

CAD NO:

AutoCAD SHX Text

PROJ.NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DWN.BY:

AutoCAD SHX Text

SHEET NO:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

APPR.BY:

AutoCAD SHX Text

CHK.BY:

AutoCAD SHX Text 12930.01

AutoCAD SHX Text 08-13-2026

AutoCAD SHX Text

MLF

AutoCAD SHX Text

WGC

AutoCAD…