26-035-RFP_DHL_Pkg_S5_SADF_&_SW_Conveyance_IFC_Plans_2025.10.13.pdf

PDF 38 MB Posted Jun 22, 2026

Attached to: Supervisory Control and Data Acquisition (SCADA) System Upgrades & Maintenance State and local contract opportunity
Solicitation number: 26-035-RFP
Issued by: Bell County, Kentucky

About this file

Written by GovTribe AI · Jun 24, 2026

Summary

This is a Request for Proposals (RFP) document for the DHL-CVG Hub B777 Apron Expansion and Hangar Development Package S5, issued by the Kenton County Airport Board (KCAB) on behalf of Cincinnati/Northern Kentucky International Airport (CVG). The project scope encompasses Stormwater and Deicing Fluid (SADF) base-flow conveyance infrastructure improvements, including installation of new pump stations, forcemain pipes, gravity storm pipes, electrical systems, and interconnection valve vaults. The design documents, issued for construction on October 13, 2025, detail 67 sheets of comprehensive plans covering demolition, site improvements, utility installations, erosion control measures, and maintenance of traffic protocols. The estimate of quantities includes 59 line items ranging from temporary erosion control (40,000 square feet of mulched seeding, 4,080 linear feet of silt fence) to major mechanical installations (new pump stations with associated equipment, 4,130 linear feet of 6-inch HDPE storm forcemain, 3,120 linear feet of 24-inch HDPE glycol forcemain, and directional boring operations totaling 1,170 linear feet). Phase 1 work is limited to 270 calendar days and must be completed by September 30, 2026, while Phase 2 work commences after May 1, 2026, and must also conclude by September 30, 2026, with both phases potentially running concurrently.

The project operates under strict maintenance of traffic protocols along Wendell H. Ford Boulevard, with only one lane closure permitted at any time and continuous public roadway access required. The contractor is responsible for all mobilization, demobilization, temporary erosion and sediment control BMPs, staging area establishment, utility coordination and potholing, pavement restoration, and final site restoration. Pricing for this project includes lump-sum items for mobilization/demobilization, maintenance of traffic, construction engineering, and specialized systems such as oil-in-water analyzer provision and electrical improvements, with unit prices for demolition, site work, utility installation, and pavement work. The project requires compliance with Kentucky Department of Transportation standards, FAA operational requirements, and strict airport safety protocols, including foreign object debris prevention, equipment flagging and lighting standards, and coordination with concurrent construction by other contractors on adjacent projects.

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Other files for this state and local contract opportunity

Other files attached to Supervisory Control and Data Acquisition (SCADA) System Upgrades & Maintenance, newest first.
File	Type	Posted
Supervisory_Control_and_Data_Acquisition_(SCADA)_System_Upgrades_&_Maintenance_(Addendum_#5_Revision).pdf	PDF	Jun 22, 2026
26-035-RFP_DHL_Expansion_058529_PKG5_-_Electrical_Plans.pdf	PDF	Jun 22, 2026
26-035-RFP_HMI_Screenshots_06.18.26.pdf	PDF	Jun 18, 2026
26-035-RFP_Glycol_Control_Systems_Drawings.pdf	PDF	Jun 16, 2026
26-035-RFP_Photos_-_HW_Panels.pdf	PDF	Jun 16, 2026
26-035-RFP_SCADA_System_Architecture_Drawings.pdf	PDF	Jun 16, 2026
26-035-RFP_VTSCADA_Tag_Count_&_Server_List.pdf	PDF	Jun 10, 2026
26-035-RFP_KPDES_Systems_Map_2025.07.pdf	PDF	Jun 10, 2026
26-035-RFP_SCADA_Upgrade_-_Ad.pdf	PDF	May 18, 2026
Davis-Bacon_Wage_Determination_-_Heavy_01.02.2026_-_Attachment_G.pdf	PDF	May 18, 2026
26-035-RFP_SCADA_Upgrade_-_Sample_Contract_-_Attachment_F.pdf	PDF	May 18, 2026
Honeywell_Glycol_Points_Panel_-_Attachment_A.pdf	PDF	May 12, 2026
SCADA_Upgrade_Maintenance_Plan_-_Attachment_C.pdf	PDF	May 12, 2026
CVG_IT_Standard_Equip_List_for_Industrial_Networking_Deployments_-_Attachment_B.pdf	PDF	May 12, 2026
CVG_IT_Standard_Equipment_List_for_Industrial_Networking_Deployments.pdf	PDF	May 11, 2026
SCADA_IT_System_Requirements_-_Attachment_x.xlsx	XLSX spreadsheet	May 11, 2026
SCADA_Upgrade_Maint_Plan.docx	DOCX document	May 11, 2026
Honeywell_Glycol_Points_Panel.xlsx	XLSX spreadsheet	May 11, 2026
Business_Case_-_SWTP_SCADA_Upgrades.pdf	PDF	May 11, 2026

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B767

B747

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AIRPORT MAPLOCATION MAP

DHL-CVG HUB

HEBRON, KENTUCKY

B777 APRON EXPANSION & HANGAR DEVELOPMENT

PACKAGE S5 - SADF & STORM WATER BASE-FLOW CONVEYANCE

CAMPBELLSVILLE

FRANKFORT

LEXINGTON

WILLIAMSTOWN

OWENSBORO

MAYFIELD

MURRAY

RUSSELLVILLE

FRANKLIN

ELIZABETHTOWN

LOUISVILLE

JACKSON

PARIS

AUGUSTA

PIKEVILLE

CINCINNATI

71 75

CIVIL PLANS PREPARED BY:

DATEAPPROVED

MICHAEL J. DEVOY, P.E.

PROJECT SITE/CORRIDOR

317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

ISSUED FOR CONSTRUCTION - OCTOBER 13,2025

ELECTRICAL PLANS PREPARED BY:

DATEAPPROVED

JAMES B. FULLER, P.E.

317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

WATER RESOURCES PLANS PREPARED BY:

DATEAPPROVED

ERIC T. HIRSCHMAN, PE.

317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

10/13/2025

ERIC T.

40520

HIRSCHMANN

CUTNEKFOETATS

P R

OFESSIONAL ENGIN

L IC ENSED

JAMES B.

40083

FULLER

CUTNEKFOETATS

P R

OFESSIONAL ENGIN

L I CENSED

MICHAEL J.

22999

DEVOY

CUTNEKFOETATS

P R

OFESSIONAL ENGIN

L I CENSED

DRAWING NO.

CERTIFICATION:

SUB:

PRIMARY:

Checked By:

Issue Date:

Project No: Scale:

058529

# BY DESCRIPTION DATE

AS SHOWN

D H

H U

O N

A N

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317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

0 MJD ISSUED FOR CONSTRUCTION 10/13/25

10/13/25

O F

Q U

SHEET INDEX

Sheet

Number Sheet Title

1 TITLE

2 SHEET INDEX & ESTIMATES OF QUANTITIES

3 SCOPE OF WORK

4 SURVEY CONTROL PLAN

5 MAINTENANCE OF TRAFFIC - SITE LOGISTICS

6 PHASING PLAN & SEQUENCE OF WORK

7 MAINTENANCE OF TRAFFIC - TYPICAL ROADWAY WORK ZONE LANE

CLOSURE

8 MAINTENANCE OF TRAFFIC - TYPICAL PARKING LOT & DRIVE CLOSURE

9 MAINTENANCE OF TRAFFIC & SAFETY GENERAL NOTES

10 MAINTENANCE OF TRAFFIC - DETAILS

11 DEMOLITION PLAN - OVERALL

12 DEMOLITION PLAN - 1

13 DEMOLITION PLAN - 2

14 DEMOLITION PLAN - 3

15 DEMOLITION PLAN - 4

16 SITE IMPROVEMENTS PLAN - OVERALL

17 SITE IMPROVEMENTS PLAN - 1

18 SITE IMPROVEMENTS PLAN - 2

19 SITE IMPROVEMENTS PLAN - 3

20 SITE IMPROVEMENTS PLAN - 4

21 SITE IMPROVEMENTS DETAILS - 1

22 EROSION & SEDIMENT CONTROL DETAILS - 1

23 EROSION & SEDIMENT CONTROL DETAILS - 2

24 EROSION & SEDIMENT CONTROL NARRATIVE

25 UTILITY PLAN - DHL PUMP STATION SITE

26 PLAN AND PROFILE - SADF AND STORM - OVERALL

27 PLAN AND PROFILE - SADF - 1

28 PLAN AND PROFILE - SADF - 2

29 PLAN AND PROFILE - SADF - 3

30 PLAN AND PROFILE - SADF - 4

31 PLAN AND PROFILE - SADF - 5

32 PLAN AND PROFILE - SADF - 6

33 PLAN AND PROFILE - STORM - 1

34 PLAN AND PROFILE - STORM - 2

35 PLAN AND PROFILE - STORM - 3

36 PLAN AND PROFILE - STORM - 4

37 PLAN AND PROFILE - STORM - 5

38 PLAN AND PROFILE - STORM - 6

39 FORCEMAIN FITTINGS TABLE

40 EX. SITE WORK AREAS - P.S. S-SW-PS-2A

41 EX. SITE WORK AREAS - P.S. S-SW-PS-2 & UTILITY TUNNEL PORTALS

42 EXISTING UTILITY STRUCTURES - WITH PROPOSED CONDITIONS - 1

43 EXISTING UTILITY STRUCTURES - WITH PROPOSED CONDITIONS - 2

44 S-SW-PS-2 MODIFICATIONS

45 EXISTING UTILITY PORTAL - PLAN

46 UTILITY DETAILS - 1

47 UTILITY DETAILS - 2

48 PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM

49 SADF PUMP STATION DETAILS - 1

50 SADF PUMP STATION DETAILS - 2

51 STORM PUMP STATION DETAILS

52 ELECTRICAL NOTES, SYMBOLS, AND ABBREVIATIONS

53 ELECTRICAL SITE PLAN - 1

54 ELECTRICAL SITE PLAN - 2

55 ELECTRICAL SITE PLAN - 3

56 ELECTRICAL SITE PLAN - 4

57 ELECTRICAL SITE PLAN - 5

58 ELECTRICAL ENLARGED DETAILS - 1

59 ELECTRICAL PANEL LAYOUT DETAIL

60 ELECTRICAL ENLARGED DETAILS - 3

61 ELECTRICAL ENLARGED DETAILS - 4

62 ELECTRICAL DETAILS

63 ELECTRICAL CONTROL RISER DIAGRAM

64 ELECTRICAL DISTRIBUTION ONE-LINE DIAGRAM

65 ELECTRICAL DISTRIBUTION ONE-LINE DIAGRAM SYMBOLS

66 ELECTRICAL SCHEDULES - 1

67 ELECTRICAL SCHEDULES - 2

ESTIMATE OF QUANTITIES NOTES

1. THE CONTRACT PAY ITEMS LISTED IN THE ITEMIZED PROPOSAL AND THE

ESTIMATE OF QUANTITIES ARE INTENDED TO BE INCLUSIVE AND

COMPREHENSIVE OF ALL WORK TO BE PERFORMED FOR THE PROJECT.

THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT,

AND TRANSPORTATION NECESSARY TO CONSTRUCT ALL ELEMENTS AS

DESCRIBED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS.

2. CONSTRUCTION ELEMENTS WITHOUT A PAY ITEM IDENTIFIED, BUT

REQUIRED BY THE PLANS OR SPECIFICATIONS, SHALL BE CONSIDERED

INCIDENTAL TO THE PROJECT. NO SEPARATE MEASUREMENT OR PAYMENT

SHALL BE MADE.

3. MISCELLANEOUS OR ANCILLARY WORK, NOT SPECIFICALLY SHOWN IN THE

PLANS, SUCH AS INCIDENTAL TASKS TO COMPLETE AN ITEM, SHALL BE

PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE. NO

ADDITIONAL MEASUREMENT OR PAYMENT SHALL BE MADE.

ESTIMATE OF QUANTITIES - BASE BID

ITEM SPEC. No. DESCRIPTION PLAN QNTY UNIT

1 C-102 TEMPORARY MULCHED SEEDING 40 KSFT

2 C-102 TEMPORARY SILT FENCE 4,080 LFT

3 C-102 INSTALL INLET SEDIMENT BARRIER - TYPE C 2 EA

4 C-102 INSTALL INLET PROTECTION - TYPE 2 24 EA

5 C-102 INSTALL PIPE END SECTION PROTECTION 1 EA

6 C-102 CONSTRUCTION ENTRANCE 1 EA

7 C-102 RESTORE LANDSCAPING BEDS TO ORIGINAL CONDITION, NO PLANTINGS 490 SYD

8 C-105 MOBILIZATION/DEMOBILIZATION 1 LSUM

9 P-101 REMOVE ASPHALT PAVEMENT (2-INCH MILL) 100 SYD

10 P-101 REMOVE ASPHALT PAVEMENT (FULL DEPTH) 100 SYD

11 P-101 REMOVE CONCRETE PAD 20 SYD

12 P-101 REMOVE CURB AND GUTTER 50 LFT

13 P-101 REMOVE D.I. STORM FORCE MAIN - 4-INCH 60 LFT

14 P-101 REMOVE PVC GLYCOL FORCE MAIN - 16-INCH 1,560 LFT

15 P-101 REMOVE TRAFFIC LOOP DETECTOR 1 EA

16 P-101 REMOVE AIR RELEASE VALVE VAULT 1 EA

17 P-101 CAP & PLUG (ABANDON) EXISTING GLYCOL PIPE 2 EA

18 P-101 REMOVE GRAVEL AREA 730 SYD

19 P-610 STEEL PIPE BOLLARD - 10-INCH 9 EA

20 P-701 36-INCH, CLASS IV RCP 15 LFT

21 D-751 INTERCONNECTION VALVE VAULT 1 EA

22 T-901 MULCHED SEEDING 50 KSF

23 MST-01 MAINTENANCE OF TRAFFIC 1 LSUM

24 MST-02 CONSTRUCTION ENGINEERING 1 LSUM

25 UST-01 PROVIDE OIL-IN-WATER ANALYZER AND APPURTENANCES, AS PER PLAN 1 LSUM

26 UST-02 UTILITY POTHOLING 1 LSUM

27 KYTC-302 DENSE GRADED AGGREGATE BASE 380 TON

28 KYTC-403 ASPHALT SURFACE, CLASS 2 30 TON

29 KYTC-403 ASPHALT BASE, CLASS 2 30 TON

30 KYTC-501 JOINTED PLAIN CONCRETE PAVEMENT, 6-INCH 20 SYD

31 KYTC 506 INSTALL STANDARD CURB AND GUTTER 90 LF

32 KYTC 710 MANHOLE, TYPE C 1 EA

33 KYTC 713 DURABLE WATERBORNE MARKING, 4-INCH WHITE 100 LFT

34 KYTC 713 DURABLE WATERBORNE MARKING, 24-INCH WHITE 40 LFT

35 KYTC 723 TRAFFIC LOOP DETECTOR 1 EA

36 SD-1 02606 AIR RELEASE VALVE VAULT 2 EA

37 SD-1 02610 INSTALL 4-INCH, DUCTILE IRON, STORM FORCEMAIN 60 LFT

38 SD-1 02610 INSTALL 6-INCH DR 11 HDPE, STORM FORCEMAIN 4,130 LFT

39 SD-1 02610 INSTALL 18-INCH DR 17 HDPE, GLYCOL FORCEMAIN 1,260 LFT

40 SD-1 02610 INSTALL 24-INCH DR 17 HDPE, GLYCOL FORCEMAIN 3,120 LFT

41 DIV. 26 PROVIDE BREAKER AND REWIRING AT PPH S-G-PS-1 1 LS

42 DIV. 26

PROVIDE NEW POWER FEED FROM PPH S-G-S-1 TO SWPP-1 INCLUDING CONDUIT,

HANDHOLES, AND CONDUCTORS 1 LS

43 DIV. 26 PROVIDE PANELBOARD SWPP-1 1 LS

44 DIV. 26 PROVIDE RACK MODIFICATIONS AND VFDs WITH ENCLOSURE AT S-SW-PS-2 1 LS

45 DIV. 26 MODIFY AND REMOVE EXISTING CONTROLS AND ELECTRICAL EQUIPMENT AT

S-SW-PS-2 AS PER PLAN 1 LS

46 DIV. 26 REWIRING OF CONTROLS AND EQUIPMENT AT S-SW-PS-2 1 LS

47 DIV. 26 PROVIDE ELECTRICAL CABLE, CONDUIT, & PANELS FOR NEW PUMP STATIONS, AS

PER PLAN 1 LS

48 DIV. 26

PROVIDE ELECTRICAL CABLE, CONDUIT, & PANELS FOR INTERCONNECTION VALVE

VAULT, AS PER PLAN 1 LS

49 330507-13 DIRECTIONAL BORING - 6-INCH STORM FORCEMAIN 580 LFT

50 330507-13 DIRECTIONAL BORING - 18-INCH GLYCOL FORCEMAIN 140 LFT

51 330507-13 DIRECTIONAL BORING - 24-INCH GLYCOL FORCEMAIN 450 LFT

52 333216-1 NEW STORM PUPM STATION PUMPS, VALVES, INTERNAL PIPING, AND CONTROLS 1 LSUM

53 333216-1 PUMP STATION S-SW-PS-2, REMOVE EXISTING 20 HP PUMP & RAILS 1 LSUM

54 333216-1 PUMP STATION S-SW-PS-2, 70 HP PUMP 1 EA

55 333216-1 PUMP STATION S-SW-PS-2, 3" SS GUIDE RAIL SET WITH STABILIZING BRACKETS &

MOUNTING HARDWARE 1 LSUM

56 333216-1 PUMP STATION S-SW-PS-2, PUMP BASE ELBOW 1 EA

57 333216-1 PUMP STATION S-SW-PS-2, NEW RADAR LEVEL TRANSMITTER 1 EA

58 333216-1 PUMP STATION S-SW-PS-2, REPROGRAM PLC & FLOW METER 1 LSUM

59 333216-2 NEW GLYCOL PUMP STATION PUMPS, VALVES, INTERNAL PIPING, AND CONTROLS 1 LSUM

MICHAEL J.

22999

DEVOY

CUTNEKFOETATS

P R

OFESSIONAL ENGIN

10/17/2025 o o o o o o o o o o o oooooooo

52 61 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 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 o o o o o o o

GLY

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FV FV FV

GLY

GLY GLY

GLY

S 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 o o o o o o o o o o o o oo

E E E E E

E E

HYD

HYDHYD

HYD

W W

D D D

TREC

E E

S S

S S S

S S

S S S

D D D D D D

D D D

D D D D

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GPU -8

GPU -6

GPU -9

GPU -7

ENG ST

747-8

747-8 777-9

777-9

737-8

X-T X-T

STO

STOP

S3 B7

[x]

NO PARKING

NO PARKINGNO PARKINGNO PARKINGNO PARKING

N O

RKIN

G N

RKIN

N O

RKIN

G N

RKIN

N O

RKIN

G N

RKIN

N O

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NO PARKING

NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING

STOP

STO

FM FM FM GLY GLY

GLY GLY GLY GLY

GLY

GLY GLY GLY FM FM

FM FM FM

DHL BLDG NO. 8

DHL BLDG NO. 7

DHL BLDG NO. 6

DHL EMPLOYEE PARKING LOT

DHL BLDG NO. 3

DHL BLDG NO. 5

DHL BLDG

NO. 1

DHL EMPLOYEE PARKING LOT

WENDELL H FORD BLVD WENDELL H FORD BLVD

DHL BLDG NO. 2

DHL B777

HANGAR

AIRCRAFT APRON

(BY OTHERS)

DHL AIRCRAFT

APRON NORTH

GLYCOL

TANK

EX. GLYCOL

PUMP STATION

S-G-PS-1

AMAZON

PARKING

GARAGE

AMAZON SORT

FACILITY

DHL

TRAILER

LOT

SUMMER 2026

INSTALL

24-INCH SADF/GLYCOL

FORCEMAIN AND 6-INCH STORM

FORCEAMIN IN COMMON TRENCH

EX. 16-INCH

SADF/GLYCOL

FORCEMAIN

SEE ENLARGED VIEW

THIS SHEET

EX. STORM PUMP STATION

S-SW-PS-2A

EX. STORM

PUMP

STATION

S-SW-PS-2

TAXIWAY 'N'

UTILITY TUNNEL

INSTALL

18-INCH SADF/GLYCOL

FORCEMAIN AND 6-INCH

STORM FORCEMAIN IN

COMMON TRENCH

INSTALL

GLYCOL FORCEMAIN

INTERCEPTION VAULT

DIRECTIONAL BORE

FORCEMAIN

PIPES UNDER

WHF BLVD

DIRECTIONAL BORE

FORCEMAIN

PIPES UNDER

WHF BLVD

DIRECTIONAL BORE

FORCEMAIN

PIPES UNDER

WHF BLVD

SECURE/ATTACH

FM PIPES TO

UTILITY TUNNEL

CEILING, AND RACKS

INSTALL

AIR RELEASE VAULT

(TYP OF 2)

SUMMER 2026

INSTALL

STORM PUMP STATION

MECHANICAL AND

ELECTRICAL EQUIPMENT

OUTLET 6-INCH STORM

FORCEMAIN TO EXISTING

PUMP STATION

WINTER/SPRING 2026

G E

EX. GLYCOL PUMP STATION

S-SW-PS-1A

GLYCOL

TANK

INSTALL

36" RCP (GRAVITY)

FROM NEW

JUNCTION

STRUCTURE TO

S-G-PS-1

CST

D D

GLY

o o o o o o o o o o o o o o o o o o

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NO PARKING

N O

RKIN

G N

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INSTALL

OIL-IN-WATER

ANALYZER SAMPLING

PUMP IN EXISTING

STRUCTURE ST-SA-904

INSTALL

GLYCOL PUMP

STATION MECHANICAL

EQUIPMENT &

APPURTENANCES

INSTALL

STORM PUMP STATION

MECHANICAL

EQUIPMENT &

APPURTENANCES

DIRECTION BORE

GLYCOL & STORM

FORCEMAIN UNDER

WENDELL H FORD BLVD

CONNECT

GLYCOL & STORM

FORCEMAINS TO

EXISTING STUBS

WENDELL H FORD BLVD

DRAWING NO.

CERTIFICATION:

SUB:

PRIMARY:

Checked By:

Issue Date:

Project No: Scale:

058529

# BY DESCRIPTION DATE

AS SHOWN

D H

H U

O N

A N

N A

N D

H A

N G

A R

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S A

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317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

0 MJD ISSUED FOR CONSTRUCTION 10/13/25

10/13/25

F W

GRAPHIC SCALE (FEET)

100 200 400

ENLARGED VIEW

SCALE: 1" = 30'

GENERAL SCOPE OF WORK NOTES

1. THE SCOPE OF THE WORK SHEET IS INTENDED ONLY AS A GENERAL

DESCRIPTION OF WORK ITEMS AND THEIR APPROXIMATE LOCATIONS

AND LIMITS, FOR THE PURPOSE OF UNDERSTANDING THE SCOPE OF

THE PROJECT ONLY. 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.

REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND

CONSTRUCTION REQUIREMENTS.

2. PRIOR TO THE START OF CONSTRUCTION, THE STRUCTURES FOR THE

GLYCOL AND STORM PUMP STATIONS HAVE PREVIOUSLY BEEN

INSTALLED BY OTHERS. THIS PROJECT CONSISTS OF THE FOLLOWING

MAJOR CONSTRUCTION ACTIVITIES THAT INCLUDE:

- INSTALL TEMPORARY EROSION CONTROL BMP'S ALONG WENDELL H.

FORD BOULEVARD.

- INSTALL PUMP STATION MECHANICAL SYSTEMS AND APPURTENANCES

WITHIN THE DHL GLYCOL AND STORM PUMP STATION STRUCTURES.

- INSTALL NEW GLYCOL INTERCONNECTION VALVE VAULT.

- DIRECTIONAL BORE NEW FORCEMAINS UNDER WENDELL H. FORD

BOULEVARD.

- INSTALL NEW 18-INCH GLYCOL FORCEMAIN FROM NEW PUMP STATION

TO INTERCONNECTION VALVE VAULT.

- INTERCEPT AND CONNECT EXISTING DHL 16-INCH GLYCOL FORCEMAIN

TO NEW GLYCOL FORCEMAIN AT INTERCONNECTION VALVE VAULT.

- INSTALL NEW 24-INCH GLYCOL FORCEMAIN DOWNSTREAM OF

INTERCONNECTION VALVE VAULT TO NEW JUNCTION MANHOLE-01.

- INSTALL NEW 36-INCH GRAVITY STORM PIPE FROM NEW JUNCTION

MH-01 TO EX. PUMP STATION S-G-PS-1 GRIT CHAMBER.

- INSTALL NEW 6-INCH STORM FORCEMAIN FROM DHL PUMP STATION

TO EX. PUMP STATION S-SW-PS-2 WET WELL.

- (NOTE-BOTH NEW FORCEMAINS SHALL BE INSTALLED IN A COMMON

TRENCH)

- REALIGN EXISTING 4-INCH STORM FORCEMAIN AROUND NEW

INTERCONNECTION VALVE VAULT AND RE-CONNECT TO ITS EXISTING

ALIGNMENT.

- INSTALL AIR RELEASE VALVE VAULTS.

- INSTALL PROPRIETARY OIL-IN-WATER ANALYZER AND

APPURTENANCES AT ST-SA-904.

- REMOVE AND REPLACE CONCRETE CURB, ASPHALT ROAD, AND DRIVE

APRONS AS NEEDED DUE TO FORCEMAIN INSTALLATION

TRENCHING/OPENCUTTING.

- RESTORE DISTURBED LANDSCAPE, TURF, & PAVEMENT MARKINGS DUE

TO FORCEMAIN TRENCHING AND PROPOSED STRUCTURE EXCAVATION.

- PROVIDE ELECTRICAL CABLES, CONDUITS, & PANELS FOR

INTERCONNECTION VALVE VAULT.

- PROVIDE ELECTRICAL CABLES, CONDUITS, AND PANELS FOR DHL

PUMP STATIONS.

- PROVIDE ELECTRICAL AND MECHANICAL UPGRADES FOR EXISTING

PUMP STATION S-SW-PS-2

- MISCELLANEOUS ITEMS

3. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT,

AND TRANSPORTATION NECESSARY TO CONSTRUCT ALL ELEMENTS OF

THE PROJECT AS DESCRIBED IN THE CONSTRUCTION PLANS AND

SPECIFICATIONS.

4. THE PROJECT PAY ITEMS ARE INTENDED TO BE INCLUSIVE OF ALL

WORK TO BE PERFORMED AS SHOWN IN THESE PLANS. ALL INCIDENTAL

WORK TO COMPLETE THE PROJECT TO THE SATISFACTION OF THE

ENGINEER SHALL BE INCLUDED IN THE COST OF PERFORMING THESE

ITEMS.

5. THE RULES, REGULATIONS, AND REFERENCE SPECIFICATIONS

ENUMERATED HEREIN SHALL BE CONSIDERED AS MINIMUM

REQUIREMENTS. THEY SHALL NOT RELIEVE THE CONTRACTOR FROM

FURNISHING AND INSTALLING HIGHER GRADES OF MATERIAL AND

WORKMANSHIP THAN ARE SPECIFIED HEREIN, OR WHEN SO REQUIRED.

6. THE CONTRACTOR SHALL PAY CLOSE ATTENTION TO THE

MAINTENANCE OF TRAFFIC PLAN SHEET & SPECIFICATIONS. THESE

SHALL BE STRICTLY ENFORCED TO ALLOW MINIMAL TRAFFIC

DISRUPTIONS ALONG WENDELL H. FORD BOULEVARD AND DHL PARKING

LOTS.

7. THE CONTRACTOR SHALL CONTINUOUSLY KEEP WENDELL H. FORD

BOULEVARD AND DHL PARKING LOTS CLEAN OF DIRT AND DEBRIS AS

WELL AS PROTECT THE PAVEMENT FROM DAMAGE. ALL RUBBISH AND

DEBRIS RESULTING FROM WORK SHALL BE REMOVED FROM THE SITE BY

THE CONTRACTOR ON A DAILY BASIS.

8. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE

FROM THE SITE ALL SURPLUS MATERIAL AND EQUIPMENT BELONGING

TO HIM/HER OR THEIR SUBCONTRACTOR'S FORCES.

9. THE CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE

PRIOR TO BEGINNING WORK TO COORDINATE WORK PROCEDURES WITH

ALL INTERESTED PARTIES. THE CONTRACTOR SHALL ALSO ATTEND ANY

JOB MEETINGS CALLED BY THE.

10. THE CONTRACTOR SHALL CONTACT LOCAL UTILITY AND OWNER TO

IDENTIFY UNDERGROUND CABLES, WATER LINES, ETC., PRIOR TO

STARTING WORK.

11. THE APPROXIMATE LOCATIONS OF KNOWN UTILITIES AND CABLES ARE

SHOWN; DEPTHS ARE NOT KNOWN . THE CONTRACTOR SHALL DETERMINE

THE EXACT LOCATIONS AND SHALL PROTECT ALL UTILITIES AND CABLES

DURING CONSTRUCTION.

12. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN

AREAS OF ELECTRICAL CABLES, COMMUNICATION, FIBER, AND OTHER

UTILITIES. UTILITIES SHALL BE LOCATED AND MARKED IN ADVANCE OF

EXCAVATING IN THE AREA. ANY DAMAGE DONE TO CABLE OR LIGHTING

SYSTEMS, OR OTHER UTILITIES, SHALL BE REPAIRED IMMEDIATELY BY THE

CONTRACTOR AT HIS/HER EXPENSE.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ALL DAMAGE TO

AIRPORT PROPERTY CAUSED BY HIM/HER OR HIS/HER SUBCONTRACTORS AT

HIS/HER EXPENSE.

14. THERE SHALL NOT BE HAULING ON AIRPORT PAVEMENTS OTHER THAN ON

DESIGNATED HAUL ROUTES AND STAGING AREAS (SEE MAINTENANCE OF

TRAFFIC PLAN SHEET). HAULING SHALL BE CONDUCTED ALONG HAUL ROUTES

APPROVED BY THE ENGINEER. RESTORATION OF THE HAUL ROUTES AND

STAGING AREAS (IF NECESSARY) SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

15. THE CONTRACTOR SHALL PROVIDE ONE SET OF REDLINED AS-BUILT

DRAWINGS TO THE ENGINEER AT THE COMPLETION OF THE PROJECT.

16. REFERENCE LINES FOR THE CENTER-LINE OF FORCEMAINS AND BENCHMARKS

FROM WHICH THE WORK IS TO BE BUILT IS SHOWN IN THIS PLAN SET. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING THE CONTROL AND

FURNISHING ALL ADDITIONAL STAKING AND MARKING NECESSARY TO

ACCOMPLISH THE WORK.

17. THE CONTRACTOR SHALL CAREFULLY PRESERVE ALL CONTROL AND WILL BE

RESPONSIBLE FOR THE COST OF RESETTING ANY CONTROL DESTROYED OR

DISTURBED BY HIM/HER OR SUBCONTRACTORS.

SADF/GLYCOL PUMP STATION

(STRUCTURES PREVIOUSLY

INSTALL BY OTHERS)

STORM PUMP STATION

(STRUCTURES PREVIOUSLY

INSTALLED BY OTHERS)

EX. DIVERSION

MH ST-SA-904

WINTER/SPRING 2026

SUMMER 2026

LEGEND

EX.SADF/GLYCOL

DIVERSION GRAVITY PIPE

EX.STORM DIVERSION

GRAVITY PIPE

EX. STORM AND

SADF/GLYCOL FORCEMAIN

PIPES (INSTALLED BY

OTHERS)

EX. OIL WATER

SEPARATOR AND STORM

WATER INFRASTRUCTURE

MICHAEL J.

22999

DEVOY

CUTNEKFOETATS

P R

OFESSIONAL ENGIN

P/L

RPZ

TOFA

TOFA TOFA

RPZ

B767

B747

B767

B767 B767

B747 B747

B747

TOFA

56 57 58 59 60 61 62 63 64 65

50 51 52 54 5553

57 5658

5554535150 52

65646362616059585756

FUTURE

P/ L

P/L

P/ L

FM FM

HYD

TR TR TR

C C C C C C

E E

T-57

T-44

T-56

T-10

T-48 T-47

T-46

T-404

T-404A T-45

T-14

T-12

T-19 T-22

T-20

T-26

T-21 T-55

T-32 T-31

T-5

T-36

T-1 T-3

T-8

T-41

T-59 T-60

T-50 T-65 T-49

T-28 T-2A T-6

T-7

T-61

T-64 T-24

T-39

T-62

T-52A

T-38

T-54

T-63

T-58

S AIRFIELD DR

H F

O N

H W

-3 6R

RUNWAY 9-27

WENDELL H FORD BLVD

-3 6L

-3 6C

I-275

N B

DHL

SOUTH

APRON

DHL

NORTH

APRON

TERMINAL

APRON

o o

S8 S7

M3 M2 M1

S8 S7

M3 M2 M1

X-T

STOP

STO

STOP

STO

STOP

STO

STOP

STO

STOP

B737

S3 B767

NO PA

ING

NO PARKINGNO PARKINGNO PARKING

PARKING

NO PARKING NO PARKING NO PARKING

NO PARKING

NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING

NO PA

ING

NO PARKINGNO PARKING

NO PARKING

NO PARKING NO PARKING

PARKING

NO PARKING

NO PA

ING

FIRE LANE

NO PARKING

FIRE LANE

NO PARKING

B767B767 B767

B747

FIRE LANE NO

PARKING

FIRE LANE NO

PARKING

B777

B747

B777

B747

B777

B747

B777

B747

B777

B747

B777

STOP

DHL B777

HANGAR APRON

SURVEY CONTROL POINT TABLE

NAME

T-1

T-2A

T-3

T-5

T-6

T-7

T-8 (FAA CVG 0)

T-10

T-12

T-13

T-14

T-15

T-17A

T-18

T-19

T-20

T-21

T-22

T-24

T-26 (GREATER AZ MK RESET)

T-28

T-31

T-32

T-36

T-38

T-39

T-41

T-44

T-45

T-46

T-47

T-48

T-49

T-50

T-52A

T-54

T-55 (CVG C FAA)

T-56

T-57

T-58

T-59

T-60

T-61

T-62

T-63

T-64 (CVG E)

T-65

T-404 (404)

T-404A (404 AZ MK)

NORTHING

4270559.217

4267932.698

4270566.985

4271057.308

4267815.998

4268655.187

4269965.283

4278573.482

4275138.395

5233045.461

4276711.440

4275806.472

4273668.614

427234.479

4274477.067

4274571.904

4272328.873

4274294.831

4266234.682

4273592.430

4267945.384

4271310.831

4271177.118

4270333.183

4265185.139

4265185.165

4269487.990

4281030.131

4276342.861

4277443.015

4278632.461

4278788.632

4269059.049

4269215.834

4263653.665

4262478.051

4272172.100

4278315.218

4280487.897

4275124.388

4269727.134

4269577.141

4267378.990

4264087.711

4261661.412

4266379.476

4269260.067

4276703.806

4276175.683

EASTING

5232892.941

5233196.222

5233818.944

5228212.664

5235624.838

5236685.953

5236356.026

5228112.161

5230326.386

4269222.389

5235430.828

4275806.472

4273668.614

5230715.604

5229718.026

5232671.729

5228892.158

5230617.335

5228147.857

5230227.416

5231145.432

5222685.907

5222370.997

5228919.626

5235108.680

5235108.754

5223573.571

5226984.067

5230331.361

5230396.204

5230300.157

5229466.101

5232719.087

5230802.936

5231432.948

5235081.223

5235459.022

5226615.474

5224510.488

5223274.722

5225136.086

5226717.320

5227086.988

5228849.269

5234635.862

5227498.480

5232211.655

5231457.652

5230057.174

ELEVATION

874.88

863.58

882.37

862.53

896.86

911.25

926.41

869.49

844.46

902.14

877.57

892.00

877.82

871.28

865.76

871.76

863.96

863.94

834.81

868.02

860.46

885.57

887.42

855.50

899.96

889.06

864.05

827.83

836.18

850.53

856.76

833.34

922.89

856.87

893.13

885.59

919.68

847.71

846.74

890.74

861.87

875.70

847.50

872.20

915.86

818.28

877.80

851.52

857.70

LATITUDE

N039° 02' 46.543"

N039° 02' 20.552"

N039° 02' 46.512"

N039° 02' 52.005"

N039° 02' 19.115"

N039° 02' 27.284"

N039° 02' 40.269"

N039° 04' 06.292"

N039° 03' 32.092"

N041° 40' 04.578"

N039° 03' 47.044"

N039° 02' 38.839"

N039° 02' 17.202"

N028° 31' 30.561"

N039° 03' 25.627"

N039° 03' 26.223"

N039° 03' 04.493"

N039° 03' 23.722"

N039° 02' 04.354"

N039° 03' 16.826"

N039° 02' 20.915"

N039° 02' 55.137"

N039° 02' 53.851"

N039° 02' 44.768"

N039° 01' 53.177"

N039° 02' 37.024"

N039° 04' 30.698"

N039° 03' 43.994"

N039° 03' 54.858"

N039° 04' 06.624"

N039° 04' 08.263"

N039° 02' 31.738"

N039° 02' 33.509"

N039° 01' 38.470"

N039° 01' 26.428"

N039° 03' 02.182"

N039° 04' 03.911"

N039° 04' 25.620"

N039° 03' 32.757"

N039° 02' 39.210"

N039° 02' 37.548"

N039° 02' 15.784"

N039° 01' 43.057"

N039° 01' 18.410"

N039° 02' 05.859"

N039° 02' 33.784"

N039° 03' 47.431"

N039° 03' 42.374"

LONGITUDE

W084° 39' 10.255"

W084° 39' 06.804"

W084° 38' 58.519"

W084° 40' 09.494"

W084° 38' 36.047"

W084° 38' 22.474"

W084° 38' 26.458"

W084° 40' 09.665"

W084° 39' 42.104"

W088° 07' 53.668"

W084° 38' 37.169"

W088° 01' 20.694"

W088° 01' 47.117"

W084° 47' 54.489"

W084° 39' 49.912"

W084° 39' 12.461"

W084° 40' 00.696"

W084° 39' 38.541"

W084° 40' 11.023"

W084° 39' 43.587"

W084° 39' 32.788"

W084° 41' 19.499"

W084° 41' 23.509"

W084° 40' 00.641"

W084° 38' 42.982"

W084° 38' 42.981"

W084° 41' 08.513"

W084° 40' 23.606"

W084° 39' 41.863"

W084° 39' 40.878"

W084° 39' 41.920"

W084° 39' 52.470"

W084° 39' 12.682"

W084° 39' 36.940"

W084° 39' 29.781"

W084° 38' 43.736"

W084° 38' 37.494"

W084° 40' 28.676"

W084° 40' 55.044"

W084° 41' 11.486"

W084° 40' 48.677"

W084° 40' 28.661"

W084° 40' 24.298"

W084° 40' 02.451"

W084° 38' 49.500"

W084° 40' 19.230"

W084° 39' 19.082"

W084° 39' 27.533"

W084° 39' 45.363"

ELLIPSOID

763.144

751.860

770.633

750.785

785.145

799.526

814.679

757.710

732.701

790.416

765.795

780.231

766.062

759.527

754.002

760.000

752.208

752.182

723.087

756.264

748.740

773.815

775.663

743.755

788.280

777.360

752.297

716.040

724.409

738.757

744.985

721.558

811.164

745.139

781.437

773.910

807.936

735.982

734.947

778.970

750.128

763.90

735.773

760.493

804.186

706.558

766.075

739.751

745.927

CONDITION

GOOD

DRAWING NO.

CERTIFICATION:

SUB:

PRIMARY:

Checked By:

Issue Date:

Project No: Scale:

058529

# BY DESCRIPTION DATE

AS SHOWN

D H

H U

O N

A N

N A

N D

H A

N G

A R

G E

S A

D F

W A

-F

W C

O N

OF 67

RLR/JPBJPB MJD

M od if ie d

J ul y 3, :1 2:

B ar be r, J im

Fi le

N am e:

Pr oj ec ts \A

N Y\

K6 \0

_D es ig n\

Dr aw in gs

\0 1_

Sh ee ts \P

L-

-P

-S U

.d w g

C O

O L

317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

0 MJD ISSUED FOR CONSTRUCTION 10/13/25

10/13/25

GRAPHIC SCALE (FEET)

500 1000 2000

COORDINATE SYSTEM: GRID

HORIZONTAL DATUM: NAD 83 (2011)

VERTICAL DATUM: NAVD 88

ZONE: KENTUCKY SINGLE ZONE

GEOID MODEL: GEOID 12B

UNITS: US SURVEY FEET

HORIZONTAL AND VERTICAL DATUMS

THIS SURVEY IS BASED ON THE NORTH AMERICAN DATUM OF 1983

(2011), WITH FURTHER REFERENCE MADE TO THE KENTUCKY SINGLE

ZONE COORDINATE SYSTEM. THE SURVEY IS ALSO BASED ON THE

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). GEOID12B

WAS USED FOR THE CALCULATION OF ORTHOMETRIC HEIGHTS ON

SURVEY DATA.

ACCURACY STANDARDS

THE GPS SURVEYS ARE CONSISTENT WITH A SECOND ORDER, CLASS I

HORIZONTAL SURVEY AND A THIRD ORDER VERTICAL SURVEY 4

MICHAEL J.

22999

DEVOY

CUTNEKFOETATS

P R

OFESSIONAL ENGIN

RPZ

Z o o o o o oo o o o o o

RSA

o o o o o o o o o o o o o o o o ooooooooooooooooo o o o o o o

D80D81 D82

D83

'~1

D90

300'~42" SD

o o o18" RCP = 845.06 o o oo 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 o o

D D

C C C C C

E E o o oooo o o o o

S8 S7

M3 M2 M1

S8 S7

M3 M2 M1

STOP

STO

STOP

STO

STOP

STO

STOP

STO

STOP

B737

S3 B767

N O

P A

NO P

N O

P A

G N

O P

N O

P A

G N

O P

NO PARKINGNO PARKINGNO PARKING

N O

RKIN

NO PARKING NO PARKING NO PARKING

N O

P A

NO PARKING

NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING

NO PA

N O

P A

G N

O P

N O

P A

G N

O P

N O

P A

NO PARKINGNO PARKING

NO PARKING

NO PARKING NO PARKING

N O

RKIN

G N

RKIN

N O

P A

G N

O P

NO PARKING

NO PA

FIRE LANE

NO PARKING

FIRE LANE

NO PARKING

B767B767B767

B747

FIRE LA

E N O

RKIN

FIRE LA

N E N

RKIN

B777

B747

B777

B747

B777

B747

B777

B747

B777

B747

B777

STOP

PROJECT WORK AREA (LIMIT)

ACCESS GATEPROJECT WORK AREA (LIMIT)

PROJECT WORK AREA

(ALONG WEST & EAST SIDE OF WENDELL H FORD BOULEVARD)

300'

2 1

300'

DHL SOUTH

APRON

WENDELL H FORD BLVD

AIRPORT SERVICE ROAD

FUTURE HANGAR

(UNDER CONSTRUCTION

BY OTHERS)

R O

S AIRFIELD DR

HAR

A R

STATE HW

Y 3147

-3 6R

H F

AMAZON SORT

FACILITY

AMAZON

PARKING

GARAGE

DHL NORTH

APRON

FUTURE DHL B777

HANGAR APRON

(UNDER CONSTRUCTION)

TAXIWAY 'N'TAXIWAY 'N' BRDIGE

DHL BLDG

DHL BLDG 1 DHL BLDG

DHL MAIN

APRON

DHL

TRAILER

LOT

TANK

DRAWING NO.

CERTIFICATION:

SUB:

PRIMARY:

Checked By:

Issue Date:

Project No: Scale:

058529

# BY DESCRIPTION DATE

AS SHOWN

D H

H U

O N

A N

N A

N D

H A

N G

A R

G E

S A

D F

W A

-F

W C

O N

OF 67

RLR/JPBJPB MJD

M od if ie d

O ct ob er

B ar be r, J im Fi le N am e:

Pr oj ec ts

\A N

Y\ K6

_D es ig n\ Dr aw in gs \0

1_ Sh ee ts

L-

-P

N -M

O T.

dw g

O T-

317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

0 MJD ISSUED FOR CONSTRUCTION 10/13/25

10/13/25

O F

- S

GRAPHIC SCALE (FEET)

150 300 600

CONTRACTOR STAGING AREA

CONSTRUCTION SIGN

HAUL ROUTE

LEGEND

CONTRACTOR STAGING AREA

(SEE NOTES 1-3) WITH LEFT ARROW PLACARD

NOTES

1. THE CONTRACTOR STAGING AREA IS SHOWN IN A GENERAL

LOCATION. THE CONTRACTOR SHALL COORDINATE WITH AIRPORT

PERSONNEL AND DETERMINE THE BEST LOCATION NOT TO IMPEDE

OR INTERRUPT AIRPORT OPERATIONS.

2. A CONCRETE DRIVE APRON EXISTS ADJACENT TO WENDELL H

FORD BOULEVARD WHERE THE STAGING AREA IS SHOWN ON THIS

PLAN AND IS PERMITTED TO BE USED AS THE ENTRANCE TO THE

STAGING AREA. THE CONTRACTOR MUST MAINTAIN THE

CONSTRUCTION ENTRANCE FOR THE DURATION OF THE PROJECT

AND REPAIR TO EQUAL OR BETTER CONDITION IF DAMAGED AT

THE CONTRACTOR'S EXPENSE.

3. A ROCK CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE

STAGING AREA ENTRANCE-SEE SITE IMPROVEMENTS PLAN AND

DETAILS.

4. MATERIAL DELIVERIES, INGRESS/EGRESS FROM THE SITE, ETC

SHALL BE CONDUCTED IN SUCH A MANNER AS TO LEAVE ALL

AIRPORT AND PUBLIC ROADWAYS CLEAN AND FREE OF DEBRIS

(DIRT, STONES, ETC.) AT ALL TIMES. MATERIAL TRACKED ONTO

PAVED SURFACES SHALL BE REMOVED CONTINUOUSLY. THE

CONTRACTOR SHALL PROVIDE ADEQUATE PERSONNEL AND

EQUIPMENT TO MAINTAIN SUCH SURFACES CLEAR OF DEBRIS. IF

NECESSARY, A VACUUM POWER BROOM MAY BE REQUIRED IF THE

CONTRACTOR'S INITIAL MEANS AND METHODS ARE INADEQUATE.

THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL PRIVATE AND

PUBLIC PAVEMENT SURFACES TO THE SATISFACTION OF THE

OWNER AND ENGINEER, PRIOR TO LEAVING THE WORK SITE AT

THE END OF EACH WORK DAY.

5. ANY DAMAGE TO EXISTING PAVEMENTS SHALL BE REPAIRED AT

THE CONTRACTOR'S EXPENSE. CONTRACTOR MAY TAKE

PREVENTATIVE MEASURES TO PROTECT EXISTING PAVEMENT AS

APPROVED BY THE ENGINEER.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PENALTIES OR

FINES IMPOSED BY THE MS4 RELATED TO INADEQUATE EROSION

AND SEDIMENTATION PREVENTION AND CONTROL.

7. WORK IN THIS PROJECT WILL TAKE PLACE IMMEDIATELY

ADJACENT TO CONCURRENT PROJECTS COMPLETED BY OTHERS.

ANY DAMAGE CAUSED BY THE CONTRACTOR TO ADJACENT

PROJECT WORK COMPLETED BY OTHERS SHALL BE REMOVED AND

REPLACED BY THE CONTRACTOR, TO THE SATISFACTION OF THE

OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE. NO

EXCEPTIONS.

8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO WORK

AMICABLY WITH ADJACENT PROJECT CONTRACTORS TO RESOLVE

CONFLICTS AND COORDINATE THE WORK. THE OWNER WILL

ENTERTAIN NO CLAIM FOR DELAY OR COST INCREASE DUE TO

DIFFERENT CONTRACTORS WORKING ALONGSIDE THESE SEPARATE

PROJECTS.

9. THE CONTRACTOR SHALL PERFORM WORK IN SUCH A MANNER NOT

TO DISRUPT THE FLOW OF TRAFFIC ALONG WENDELL H FORD

BOULEVARD AND VEHICLES ENTERING/EXITING ADJACENT

PARKING LOTS AND/OR PARKING GARAGES. SEE MAINTENANCE OF

TRAFFIC SHEETS FOR DETAILS REGARDING LANE CLOSURES,

DIVERSION OF TRAFFIC, ETC.

10.FUEL TRUCK ARE NOT PERMITTED TO PASS UNDER THE WHFB

BRIDGE.

MICHAEL J.

22999

DEVOY

CUTNEKFOETATS

P R

OFESSIONAL ENGIN

C C C

SS-A

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 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 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 o o o o o o o o

HYD

S S

D D D D D D

D D D

D D

CCCC C

D D

E C

D D

D D D

D o o o o o o

NO PARKING NO PARKING

NO PARKING

N O

RKIN

G N

RKIN

D oo o o o o o oo o

HYDHYD

HYD

D D D

S S

D D

D D D D

D D

D D D

HYD W

D D

TRTR

F W

GRAPHIC SCALE (FEET)

40 80 160

PHASE 1 WORK AREA

PHASE 2 WORK AREA

LEGEND

DHL EMPLOYEE PARKING LOTDHL BUILDING 3DHL EMPLOYEE PARKING LOTDHL TRAILER LOT

WENDELL H FORD BOULEVARD

AMAZON SORT FACILITY

DHL EMPLOYEE PARKING LOTDHL EMPLOYEE PARKING LOT

WENDELL H FORD BOULEVARD

AMAZON SORT FACILITY AMAZON PARKING GARAGE

TAXIWAY 'N' BRIDGE

EX. STORM PUMP STATION

S-SW-PS-2 EX. GLYCOL PUMP STATION

S-G-PS-1

UTILITY TUNNEL PORTALS

DHL GARAGE

DHL NORTH APRON

PHASE 1 WORK AREA

(TYP)

PHASE 2 WORK AREA

(TYP)

PHASE 2 WORK AREA

(TYP)

PHASE 1 WORK AREA NOTES

1. PHASE 1 DURATION SHALL BE 270 CALENDAR DAYS. THE WORK SHALL

BEGIN AT NOTICE TO PROCEED. PHASE 1 WORK MUST BE COMPLETED

PRIOR TO SEPTEMBER 30, 2026. PHASE 1 WORK MAY BE CONCURRENT

WITH PHASE 2 WORK.

2. PHASE 1 CONSISTS OF WORK THAT WILL NOT IMPACT OPERATION OF THE

EXISTING SADF / STORM BASE-FLOW CONVEYANCE SYSTEM. THE

FOLLOWING GENERAL SCOPE ITEMS SHALL BE COMPLETED IN THESE

WORK AREAS:

· INSTALL AND MAINTAIN MOT ITEMS

· INSTAL, MAINTAIN, AND REMOVE TEMPORARY EROSION CONTROL BMPS

· INSTALL, MAINTAIN, AND REMOVE CONTRACTOR STAGING AREA AND

CONSTRUCTION ENTRANCE

· INSTALL ELECTRICAL AND MECHANICAL EQUIPMENT AT NEW PUMP

STATION SITES

· INSTALL OIL-IN-WATER ANALYZER IN EXISTING STORM STRUCTURE

ST-SA-904

· EXTEND PROPOSED 6-INCH STORM AND 18-INCH GLYCOL FORCEMAINS

FROM NEW PUMP STATIONS TO WHFORD BLVD

· DIRECTIONAL BORE OF FORCEMAINS ACROSS WHFORD BLVD

· INSTALL PROPOSED 6-INCH STORM AND 18-INCH GLYCOL FORCEMAINS

WEST OF WHFORD BLVD, SOUTH OF EXISTING PUMP STATION S-SW-PS-2A

· INSTALL PROPOSED 6-INCH STORM AND 24-INCH GLYCOL FORCEMAINS

EAST OF WHFORD BLVD

· RESTORATION OF CURBING, PAVEMENT, TRAFFIC SIGNALS, AND

PAVEMENT MARKINGS

· INSTALL PERMANENT EROSION CONTROL ITEMS

GENERAL PHASING & SEQUENCING NOTES

1. PHASE 1 AND PHASE 2 WORK MAY BE CONCURRENT. ALL PROJECT WORK

MUST BE COMPLETE AND BOTH EXISTING AND PROPOSED CONVEYANCE

SYSTEMS TO BE OPERATION PRIOR TO OCTOBER 2023. THIS INCLUDES

ALL COMMISSIONING, TESTING, AND INSPECTIONS.

2. THE PHASING SEQUENCE DEPICTED IS THE ENGINEER'S CONCEPT BASED

ON DHL AND CVG OPERATIONAL REQUIREMENTS. ADJUSTMENTS TO

PHASING MAY BE PROPOSED BY THE CONTRACTOR, BUT MUST BE

REVIEWED AND APPROVED BY THE ENGINEER, DHL, AND CVG PRIOR TO

THE CONTRACTOR IMPLEMENTING ANY ALTERATION.

3. CONTRACTOR SHALL PREPARE MOT PLANS DEPICTING EACH LANE

CLOSURE ON WHFORD BLVD OR CLOSURES AT DHL ACCESS

DRIVES/PARKING LOTS. MOT PLANS MUST BE COORDINATED IN ADVANCE

AND REVIEWED AND APPROVED BY THE ENGINEER, DHL, AND CVG PRIOR

TO IMPLEMENTATION.

4. ONLY ONE LANE OF WHFORD BLVD MAY BE CLOSED AT A TIME.

5. RESTORATION OF CURBING AND OPEN CUT PAVEMENT TRENCHES AT

ACCESS DRIVES AND PARKING LOTS MUST BE COMPLETED WITHIN 14-DAYS

OF BACKFILLING TRENCHES.

6. ALL EROSION CONTROL BMPS MUST BE INSTALLED PRIOR TO

DISTURBANCE.

7. CONTRACTOR MAY ESTABLISH THE CONSTRUCTION ENTRANCE AND

STAGING AREA AT NTP.

ATCH

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PHASE 1 WORK AREA

(TYP)

STORM PUMP STATION

S-SW-PS-2A

NEW SADF

PUMP STATION

EXTEND STORM AND

GLYCOL FORCEMAINS

NEW STORM

PUMP STATION

EX. GLYCOL MH-09

ANTICIPATED CONSTRUCTION SCHEDULE

ACTIVITIES

JAN FEB MAR

PHASE 1

PHASE 2

APR MAY JUN JUL AUG SEP

DRAWING NO.

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317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

0 MJD ISSUED FOR CONSTRUCTION 10/13/25

10/13/25

ATCH

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GLYCOL TANK GLYCOL TANK

PHASE 2 WORK AREA

(TYP)

WENDELL H FORD BOULEVARD

EX. ELETRIC DISTRIBUTION

PANEL PPH S-G-PS-1

PHASE 2 WORK AREA NOTES

1. PHASE 2 SHALL COMMENCE AFTER THE WINTER 2025 / 2026 DEICING SEASON

ENDS, EXPECTED MAY 1, 2026. PHASE 2 WORK MUST BE COMPLETED BY

SEPTEMBER 30, 2026. PHASE 2 WORK MAY BE CONCURRENT WITH PHASE 1

WORK.

2. PHASE 2 CONSISTS OF WORK THAT WILL IMPACT OPERATION OF THE

EXISTING SADF / STORM BASE-FLOW CONVEYANCE SYSTEM. THE FOLLOWING

GENERAL SCOPE ITEMS SHALL BE COMPLETED IN THESE WORK AREAS:

· INSTALL AND MAINTAIN MOT ITEMS

· INSTALL, MAINTAIN, AND REMOVE TEMPORARY EROSION CONTROL BMPS

· INSTALL PROPOSED INTERCONNECTION VALVE VAULT AND CONNECT

EXISTING DHL 16-INCH GLYCOL FORCEMAIN TO PROPOSED 24-INCH

FORCEMAIN WITHIN VAULT.

· INSTALL ELECTRICAL IMPROVEMENTS FOR INTERCONNECTION VALVE VAULT

AT EXISTING PUMP STATION S-SW-PS-2A

· INSTALL PROPOSED 6-INCH STORM AND 18-INCH FORCEMAINS WEST OF

WHFORD BLVD, NORTH OF EXISTING PUMP STATION S-SW-PS-2A.

· REMOVE EXISTING 16-INCH GLYCOL FORCEMAIN AS REQUIRED PER PLAN

· PLUG AND ABANDON EXISTING 16-INCH GLYCOL FORCEMAIN AS REQUIRED

PER PLAN

· REMOVE EXISTING 16-INCH GLYCOL FORCEMAIN FROM TWY N UTILITY

TUNNEL

· INSTALL PROPOSED 6-INCH STORM AND 24-INCH GLYCOL FORCEMAINS

WITHIN TWY N UTILITY TUNNEL

· EXTEND PROPOSED 6-INCH STORM FORCEMAIN NORTH OF TWY N UTILITY

TUNNEL TO EXISTING STORM PUMP STATION S-SW-PS-2

· EXTEND PROPOSED 24-INCH GLYCOL FORCEMAIN NORTH OF TWY N UTILITY

TUNNEL TO PROPOSED GRAVITY OUTFALL STRUCTURE AT EXISTING PUMP

STATION S-G-PS-1

· INSTALL GRAVITY GLYCOL PIPE FROM PROPOSED OUTFALL STRUCTURE TO

EXISTING GRIT CHAMBER OF PUMP STATION S-G-PS-1

· INSTALL MECHANICAL AND ELECTRICAL IMPROVEMENTS AT EXISTING STORM

PUMP STATION S-SW-PS-2

· INSTALL NEW ELECTRICAL FEED FROM EXISTING DISTRIBUTION PANEL PPH

S-G-PS-1 TO PUMP STATION S-SW-PS-2

· RESTORATION OF CURBING, PAVEMENT, TRAFFIC SIGNALS, AND PAVEMENT

MARKINGS

· INSTALL PERMANENT EROSION CONTROL ITEMS

EX. GRIT CHAMBER

TWY N UTILITY TUNNEL

PROPOSED

INTERCONNECTION

VALVE VAULT

PROPOSED GLYCOL GRAVITY

OUTFALL STRUCTURE

MICHAEL J.

22999

DEVOY

CUTNEKFOETATS

P R

OFESSIONAL ENGIN

R 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 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 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 o o o

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6 5

DRAWING NO.

CERTIFICATION:

SUB:

PRIMARY:

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Project No: Scale:

058529

# BY DESCRIPTION DATE

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317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

0 MJD ISSUED FOR CONSTRUCTION 10/13/25

10/13/25

O F

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GRAPHIC SCALE (FEET)

10 20 40

CHANNEL DEVICE

(DRUM OR CONE)

CONSTRUCTION SIGN

VEHICLE TRAFFIC ROUTE

LEGEND

WENDELL H FORD BOULEVARD

TYPICAL DAILY WORK ZONE/MAINTENANCE OF TRAFFIC

WITH WHFB LANE CLOSURE

MAINTENANCE OF TRAFFIC NOTES

1. THIS PLAN SHEET IS FOR REFERENCE ONLY TO DEPICT THE

ANTICIPATED DAILY LANE CLOSURES ON WENDELL H. FORD

BOULEVARD DURING CONSTRUCTION. THE CONTRACTOR SHALL

REFERENCE AND ADHERE TO GUIDELINES FOR MAINTENANCE OF

TRAFFIC PER KENTUCKY DEPARTMENT OF HIGHWAYS (KDOH)

STANDARD DRAWING NO. TTC-115-04 FOR LANE CLOSURES ALONG

WENDELL H. FORD BOULEVARD.

2. CONTRACTOR SHALL MAINTAIN TRAFFIC ON WENDELL FORD BLVD.

AND EGRESS AND INGRESS TO DHL & AMAZON PARKING

LOTS/GARAGES. OPEN TRENCHES ARE NOT ALLOWABLE AFTER

WORK HOURS, CONTRACTOR SHALL PLACE CONSTRUCTION CONES

BARRICADING THE WORK AREA DURING CONSTRUCTION AND

STEEL PLATES OVER DRIVE SURFACES AFTER THE WORK DAY HAS

ENDED.

3. ALL PUBLIC AND KCAB ROADWAYS USED AS HAUL ROUTES SHALL

BE KEPT CLEAN ON A CONTINUOUS BASIS. ANY DAMAGE TO

AIRPORT PROPERTY CAUSED BY THE CONTRACTOR OR

SUBCONTRACTOR SHALL BE REPAIRED TO THE SATISFACTION OF

THE OWNER AT NO COST TO THE OWNER.

4. ALL DESIGNATED SAFETY MARKINGS, SIGNS, AND BARRICADES

SHALL BE IN PLACE PRIOR TO STARTING WORK.

5. ALL EQUIPMENT AND PERSONNEL SHALL BE LIMITED TO THE

STAGING AREA, DESIGNATED HAUL ROUTES, AND WITHIN

CONSTRUCTION LIMITS.

6. THE CONTRACTOR CANNOT CLOSE WENDELL FORD BLVD. AT ANY

TIME DURING CONSTRUCTION. DHL PARKING LOTS SHALL REMAIN

ACCESSIBLE AS MUCH AS FEASIBLE DURING CONSTRUCTION. THE

CONTRACTOR SHALL PHASE HIS/HER WORK IN A MANNER TO

ALWAYS ALLOW THE PARKING LOT(S) TO HAVE AT LEAST ONE

INGRESS/EGRESS ROUTE OPEN AT ALL TIMES. IF DHL PARKING LOT

STALL SHALL BE CLOSED, THE CONTRACTOR SHALL PHASE THE

DAILY WORK IN SUCH A MANNER TO CLOSE THE LEAST AMOUNT

OF STALL AS FEASIBLE. THE CONTRACTOR SHALL DEMOBILIZE

HIS/HER EQUIPMENT AND STORE IN THE STAGING AREA AFTER

EVERY WORK DAY.

7. THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF THE TRAFFIC

PLAN FOR OWNER AND AIRPORT APPROVAL PRIOR TO

COMMENCING WORK.

8. TEMPORARY BUS LOADING ZONE. A TEMPORARY BUS LOADING

ZONE SHALL BE DETERMINED BY THE CONTRACTOR BASED ON

ANTICIPATED WORK LIMITS FOR EACH DAY. A SECTION OF THE

TRAFFIC BARRIER SHALL BE REMOVED AT THE END OF THE

ANTICIPATED DAILY WORK LIMIT TO ALLOW FOR UNIMPEDED

LOADING OF PEDESTRIANS ONTO THE BUS. THE TEMPORARY BUS

LOADING ZONE IS ALLOWED TO DIFFER FROM DAY-TO-DAY BASED

ON PROGRESSION/ANTICIPATION OF WORK.

9. THE CONTRACTOR SHALL ONLY CLOSE ONE LANE OF THE AMAZON

PARKING GARAGE INGRESS/EGRESS ENTRANCE AT A TIME.

COMPLETE CLOSURE IS OF BOTH INGRESS/EGRESS DRIVES

SIMULTANEOUSLY IS PROHIBITED. A STEEL PLATE SHALL COVER

THE OPENCUT PAVEMENT AREA UPON COMMENCEMENT OF WORK

EACH DAY UNTIL FINAL PAVEMENT RESTORATION IS PERFORMED.

10.THE CONTRACTOR SHALL MAINTAIN LANE ACCESS TO THE AMAZON

PARKING GARAGE AT ALL TIME DURING CONSTRUCTION.

KEY NOTES

1. INSTALL CHANNELIZING DEVICE (TYP) - TRAFFIC CONE/DRUM OR

KYDOH APPROVED EQUAL.

2. INSTALL CONSTRUCTION SIGN - SEE MAINTENANCE OF TRAFFIC

DETAIL SHEET.

RIGHT-OF-WAY

(TYP)

PROPOSED WORK AREA

(TYP)

ANTICIPATED DAILY WORK LIMITS - DETERMINED BY CONTRACTOR

FLARE ZONE TAPER LENGTH = 320'

PER KYDOH STD. DWG. NO. TC-115-04

ATCH

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10' MAX. SPACING WITHIN WORK LIMITS

WENDELL H FORD BOULEVARD

RIGHT-OF-WAY

(TYP)

40' MAX. SPACING

WITHIN FLARE ZONE

UPSTREAM TAPER LENGTH = 320'

PER KYDOH STD. DWG. NO. TC-115-04

250'

PER KYDOH STD. DWG. NO. TC-115-04

250'

PER KYDOH STD. DWG. NO. TC-115-04

SPACING PER KYDOH STD. DWG. NO. TC-115-04

40' MAX. SPACING

WITHIN FLARE ZONE

2 2

20' MAX SPACING WITHIN

DOWNSTREAM TAPER

LENGTH = 50'

TYPICAL DAILY WORK ZONE/MAINTENANCE OF TRAFFIC

WITH WHFB LANE CLOSURE (CONTINUED)

(TYP)

OPPOSITE LANES OPEN

(TYP)

OPPOSITE LANES OPEN

(TYP)

TURN LANE OPEN

(TYP)

TURN LANE OPEN

(TYP)

MICHAEL J.

22999

DEVOY

CUTNEKFOETATS

P R

OFESSIONAL ENGIN

CERTIFICATION:

SUB:

PRIMARY:

Checked By:

Issue Date:

Project No: Scale:

058529

# BY DESCRIPTION DATE

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317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

0 MJD ISSUED FOR CONSTRUCTION 10/13/25

10/13/25

O F

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10 20 40

TYPICAL WORK ZONE SETUP AND CLOSURES

AT PARKING LOT APRONS

DHL EMPLOYEE PARKING

LOT ENTRANCE

(TYP)

WENDELL H FORD BOULEVARD

RIGHT-OF-WAY

(TYP)

PROPOSED WORK AREA

(TYP)

KEY NOTES

1. INSTALL CHANNEL DEVICE (TRAFFIC CONE/DRUM OR KYDOH

APPROVED EQUAL) - SEE MAINTENANCE OF TRAFFIC DETAILS.

2. INSTALL CONSTRUCTION BARRICADE - SEE MAINTENANCE OF TRAFFIC

DETAILS.

DHL EMPLOYEE

PARKING LOT

ANTICIPATED DAILY WORK AREA

(SEE NOTE 1)

12' (MIN)

CHANNEL DEVICE

(DRUM OR CONE)

CONSTRUCTION BARRICADE

VEHICLE TRAFFIC ROUTE

LEGEND

MAINTENANCE OF TRAFFIC NOTES

1. THE CONTRACTOR SHALL ONLY CLOSE PARKING STALLS USING

CONES WITHIN THE ANTICIPATED DAILY WORK ZONE. PARKING

STALLS OUTSIDE THE WORK ZONE SHALL REMAIN UNIMPEDED AND

ACCESSIBLE TO DHL EMPLOYEES.

2. THE CONTRACTOR SHALL ONLY OPENCUT ONE (1) LANE OF THE

DRIVE ENTRANCES AT A TIME. A TRAFFIC-RATED STEEL PLATE

SHALL BE INSTALLED TO COVER THE BACKFILLED OPENCUT AREA

BEFORE PROGRESSING THE OPENCUT WORK TO THE ADJACENT

LANE.

3. THE CONTRACTOR SHALL COMPLETE OPENCUT OPERATIONS

ACROSS EACH DHL DRIVE ENTRANCE IN ONE (1) WORK DAY. AT

THE END OF THE WORK DAY, TRAFFIC-RATED STEEL PLATES SHALL

BE INSTALLED ACROSS THE ENTIRE DRIVE ENTRANCE WIDTH,

COVERING THE OPENCUT AREAS, TO ALLOW NORMAL VEHICLE

TRAFFIC OPERATIONS.

(TYP)

INSTALL

STEEL PLATE, HS-20 RATED

ACROSS PAVEMENT OPENCUT AREA

(SEE NOTE 2)

MICHAEL J.

22999

DEVOY

CUTNEKFOETATS

P R

OFESSIONAL ENGIN

CERTIFICATION:

SUB:

PRIMARY:

Checked By:

Issue Date:

Project No: Scale:

058529

# BY DESCRIPTION DATE

AS SHOWN

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317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

0 MJD ISSUED FOR CONSTRUCTION 10/13/25

10/13/25

1. THE CONTRACTOR SHALL ACQUAINT HIS SUPERVISORS, EMPLOYEES AND SUBCONTRACTORS OF THE AIRPORT ACTIVITY AND OPERATIONS THAT ARE INHERENT OF THIS BUSY AND ACTIVE AIR CARRIER AIRPORT, AND SHALL CONDUCT HIS CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY SPECIFIED IN THE CONTRACT DOCUMENTS.

2. NO RUNWAY, TAXIWAY, APRON OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT WRITTEN APPROVAL OF CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT (CVG) OPERATIONS, TRANSMITTED BY THE ENGINEER, TO ENABLE NECESSARY "NOTICES TO AIRMEN" (NOTAM) OR ADVISORIES TO AIRPORT SERVICE OR TENANTS. A MINIMUM OF 72 HOURS NOTICE OF REQUESTED CLOSING SHALL BE DIRECTED TO THE ENGINEER, WHO WILL COORDINATE THE REQUEST WITH CVG OPERATIONS.

3. ANY CONSTRUCTION ACTIVITY WITHIN 400' OF AN ACTIVE RUNWAY CENTERLINE OR 160' FROM AN ACTIVE TAXIWAY CENTERLINE OR OPEN EXCAVATIONS IN EXCESS OF 3" INCHES DEEP WITHIN THE ABOVE AREAS, WILL REQUIRE CLOSURE OF THE AFFECTED RUNWAY OR TAXIWAY, UNLESS OTHERWISE APPROVED BY CVG

OPERATIONS. CLOSURE REQUIRES THE SAME PROVISIONS AS SAFETY NOTE 2 ABOVE.

4. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED. THE CONTRACTOR SHALL OBTAIN

AN AIRPORT "BURN PERMIT" FROM THE FIRE DEPARTMENT.

5. STOCKPILED MATERIALS AND EQUIPMENT STORAGE IS NOT PERMITTED WITHIN THE RSA, OFA, OR OFZ OF AN OPERATIONAL RUNWAY. THE AIRPORT OPERATOR MUST ENSURE THAT STOCKPILED MATERIALS AND EQUIPMENT ADJACENT TO THESE AREAS ARE PROMINENTLY MARKED WITH RED FLAGS AND LIGHTED DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS. THIS INCLUDES DETERMINING AND VERIFYING THAT MATERIALS ARE STORED AT AN APPROVED LOCATION TO PREVENT FOREIGN OBJECT DAMAGE AND

ATTRACTION BY WILDLIFE.

6. ALL DEBRIS DEPOSITED ON THE PAVEMENT DUE TO CONSTRUCTION ACTIVITIES SHALL BE REMOVED IMMEDIATELY. METHODS OF IMMEDIATE REMOVAL OF LARGE DEBRIS SUCH AS GRAVEL, DIRT CLODS, CONCRETE CHUNKS, MATERIAL CANISTERS, FORM WORK, ETC., SHALL BE AT THE CONTRACTOR'S DISCRETION, SUBJECT TO APPROVAL OF THE ENGINEER. THE OPERATIONAL PAVEMENT MUST BE FOREIGN

OBJECT-FREE AT ALL TIMES.

7. ALL TRUCKS HAULING DEBRIS FROM THE AIRPORT OR MATERIAL TO THE PROJECT SHALL BE EQUIPPED WITH TAILGATES WHICH SHUT TIGHTLY AND DO NOT PERMIT DEBRIS TO SPILL FROM THE TAILGATE AREA. TRUCK BEDS SHALL BE SWEPT CLEAN BEFORE ENTERING THE AOA OR LEAVING THE WORK AREA. SIDEBOARDS SHALL BE KEPT IN GOOD REPAIR. UNDER NO CIRCUMSTANCES WILL TRUCKS BE PERMITTED TO BE LOADED GREATER THAN LEGAL LIMIT OR HIGHER THAN THE SIDEBOARDS. TRUCKS NOT MEETING THESE REQUIREMENTS OR THAT ALLOW MATERIAL TO BE WIND BLOWN OR TO ESCAPE THEIR CONTAINMENT BEDS ONTO THE ROADWAYS, RUNWAYS, OR TAXIWAYS WILL BE REMOVED FROM THE PROJECT IMMEDIATELY AT THE

ENGINEER'S DIRECTION.

8. THE CONTRACTOR'S SECURITY OFFICER (C.S.O.) WILL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS.

PRIOR TO THE COMMENCEMENT OF THE WORK THE C.S.O. SHALL PROVIDE THE ENGINEER AN OUTLINE OF A PROPOSED ACCIDENT AND FIRE PROTECTION PLAN FOR ALL WORK CONTEMPLATED UNDER THE CONTRACT AND CONDUCT AT LEAST ONE SAFETY MEETING EACH MONTH FOR EACH SHIFT AND REQUIRE THE ATTENDANCE OF ALL SUPERVISORS AT SUCH MEETINGS. COPIES OF THE MINUTES OF SAFETY MEETINGS SHALL BE KEPT ON FILE IN THE CONTRACTOR'S FIELD OFFICE AND AVAILABLE UPON REQUEST BY THE

ENGINEER.

9. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH FAA ADVISORY CIRCULAR AC-150/5370-2G "OPERATIONAL

SAFETY ON AIRPORTS DURING CONSTRUCTION".

10. CONTRACTOR SHALL MAINTAIN ACCESS ROADS AT ALL TIMES USING VACUUM TRUCKS AND/OR WATER

TRUCKS.

1. THE CONTRACTOR SHALL HAVE AT ALL TIMES ON SITE, WHILE WORK IS IN PROGRESS, A JOB SUPERINTENDENT/FOREMAN. THIS PERSON SHALL BE FAMILIAR WITH ALL TYPES OF CONSTRUCTION BEING

PERFORMED AND SHALL BE THE SAME PERSON EACH DAY THROUGHOUT THE PROJECT. THE

SUPERINTENDENT/FOREMAN SHALL HAVE THE RESPONSIBILITY OF COORDINATING EACH DAY'S WORK WITH THE AIRPORT OR AUTHORIZED REPRESENTATIVE AND SHALL HAVE AUTHORITY TO SCHEDULE AND ADJUST ALL WORKERS, PRIME AND SUB-CONTRACTORS, TO ACCOMMODATE AIRPORT OPERATIONS AS DIRECTED BY

THE AIRPORT PERSONNEL OR AUTHORIZED REPRESENTATIVE.

2. ALL PERSONNEL SHALL CLEAR THE CONSTRUCTION AREA ONCE WORK HAS STOPPED FOR THE DAY. ALL MECHANICS NEEDING ACCESS TO THE AOA TO WORK ON CONSTRUCTION EQUIPMENT SHALL BE ESCORTED AND HAVE THEIR VEHICLES IDENTIFIED WITH THE CONTRACTOR'S NAME AND APPROPRIATE LIGHTING.

1. ALL CONTRACTOR'S VEHICLES SHALL BE IN GOOD WORKING ORDER. ALL CONTRACTOR VEHICLES SHALL BE ESCORTED WHILE INSIDE THE AIRPORT OPERATIONS AREA (A.O.A). THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ESCORTS WITH THE DHL PROJECT MANAGER A MINIMUM OF 72 HOURS IN ADVANCE OF

NEEDING THE ESCORT.

2. ALL CONTRACTOR VEHICLES/EQUIPMENT THAT ARE AUTHORIZED TO OPERATE IN THE A.O.A. SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE/EQUIPMENT A 3' x 3' (MIN.) ORANGE AND WHITE CHECKER BOARD FLAG (DAY OPERATIONS), EACH CHECKER BOARD COLOR BEING ONE SQUARE FOOT. ANY VEHICLE OPERATING IN THE A.O.A. SHALL ALSO BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME TYPE LIGHT, MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL AND FEDERAL CODES FOR

MAINTENANCE AND EMERGENCY VEHICLES (DAY OR NIGHT OPERATIONS).

AIRPORT PROJECT MANAGER: DeALICE MOORE WEBB 859-767-7021

OWNER PROJECT MANAGER: BILL WINTERS 859-817-8758

SAFETY, SECURITY, AND EMERGENCY: 859-767-3123

GAS: WADE BEGLEY, DUKE ENERGY 859-534-4453

WATER (CVGAA): J.W. LUCAS 859-743-5861

SANITARY SEWER: TOM KEMP 859-743-5858

TELEPHONE: CINCINNATI BELL 859-767-1205

ELECTRIC: TOM GEIMAN, DUKE ENERGY 859-534-4452

CVG POLICE: 859-767-3123

CVG ARFF 859-767-3111

CVG NON-EMERGENCY DISPATCH 859-767-7777

CONTRACTOR'S SAFETY AND SECURITY REQUIREMENTS

1. THE CONTRACTOR SHALL NOTIFY, AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION

OPERATIONS IN AN AREA WHICH MAY INVOLVE UNDERGROUND UTILITY FACILITIES, THE AIRPORT, THE…

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