7-RFB 4482 - PLAN-MSPP 2026-05-06.pdf

PDF 33 MB Posted May 19, 2026

Attached to: Airpark Expansion
Solicitation number: 4482
Issued by: Daviess County, Kentucky

About this file

Written by GovTribe AI · May 20, 2026

This is a construction plan document prepared by Westin Engineering Bryan for the City of Owensboro and Economic Development Properties, Inc., detailing the Airpark Expansion Industrial Subdivision project located at 4200 Airpark Drive in Owensboro, Kentucky. The project encompasses 91.264 gross acres and consists of six commercial lots with infrastructure improvements including roadway construction (Airpark Court), sanitary sewer systems with multiple collection lines, potable water distribution mains, storm drainage systems with detention basin storage, erosion control measures, and related site development features. The construction plans include street profiles, sanitary sewer profiles rated at various slopes, drainage profiles with multiple storm lines, pavement design specifications consisting of 16 inches of cement-stabilized subgrade, 6 inches of compacted dense-graded aggregate base, 3 inches of bituminous asphalt base, and 1.25 inches of bituminous asphalt surface, and erosion prevention and sedimentation control measures. The project identifies base bid and alternate bid limits, with base bid work including the primary infrastructure corridor and alternate bid work extending service to outlying tracts.

The construction document specifies contractor responsibilities including pre-mobilization silt fence installation, maintenance of erosion control structures throughout construction, and establishment of proper ground cover following completion. All public improvements must comply with Owensboro Metropolitan Public Improvement Specifications available at www.iompc.org. Contractors are required to obtain cut and fill permits and street cut permits from the City Engineering Office at (270) 687-8641 prior to mobilization. The project is partially located in Special Flood Hazard Area and Floodway Zone AE per FIRM No. 21059C0256E effective July 31, 2024, requiring compliance with applicable floodplain regulations. Water quality requirements shall be provided by individual lot owners at time of development. A Storm Water Pollutant Protection Plan (SWPPP) must be developed and submitted to the City Engineering Department, and annual maintenance reports shall be submitted with routine inspections of stormwater BMPs as outlined in Chapter 14 of the specifications. The development requires Notice of Intent (NOI) submission to the Division of Water and subsequent Notice of Termination (NOT) submission upon project completion.

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Other files

File	Type	Posted
3-Sample Payment Bond Form - FINAL.pdf	PDF	May 19, 2026
1-Sample Bid Bond Form - FINAL.pdf	PDF	May 19, 2026
6-RFB 4482 - PROJECT AGREEMENT.pdf	PDF	May 19, 2026
4-Standard General Conditions - FINAL.pdf	PDF	May 19, 2026
2-Sample Performance Bond Form - FINAL.pdf	PDF	May 19, 2026
5-RFB 4482 - Geotech Report for Airpark Court.pdf	PDF	May 19, 2026

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PROJECT NO:

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PLAN DATE:

01-05-2026

C0.00

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VICINITY MAP

AIRPARK EXPANSION

CONSTRUCTION PLANS

INDUSTRIAL SUBDIVISION

4200 AIRPARK DRIVE

CITY OF OWENSBORO

DAVIESS COUNTY, KENTUCKY

Daviess County

Owensboro

Kentucky

SHEET NO. DESCRIPTION

C0.00

C1.01

C2.01 - C2.05

C3.01

C4.01

C5.01 - C5.08

C8.01

COVER SHEET

MAJOR SUBDIVISION PRELIMINARY PLAT

SHEET INDEX

CONSTRUCTION PLAN

STREET PROFILES

SANITARY SEWER PROFILES

DRAINAGE PROFILES

E.P.S.C. PLAN

C9.01 - C9.04 DETAILS

C6.01 GRADING DETAILS

SITE

C2.02A - C2.05A CONSTRUCTION PLAN BID ALTERNATE GRADING

C7.01 PAVEMENT PLAN

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NORTH

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NORTH

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CARTER RD

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AIRPARK DR

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FISHER RD

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DOWNING DR

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ELDER DR

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HAVILAND DR

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STRICKLAND DR

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WINNING

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OWENSBORO- DAVIESS COUNTY REGIONAL AIRPORT

W N

B O

LEVA

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AIRPARK DRIVE

JOSEPH BALLARD, SR

D.B. 588, PG. 728

P.B. 27, PG. 167

ZONED: A-R

JOSEPH BALLARD, SR

D.B. 588, PG. 728

P.B. 27, PG. 167

ZONED: I-1

WEST DAVIESS COUNTY

WATER DISTRICT

D.B. 713, PG. 452

P.B. 28, PG. 401

ZONED: I-1

KENERGY CORP.

D.B. 731, PG. 977

P.B. 30, PG. 50

ZONED: I-1

ROMAN ACRES, LLC

D.B. 1091, PG. 656

ZONED: A-R

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 800, PG. 325

P.B. 34, PG. 93

ZONED: I-1

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 800, PG. 325

P.B. 34, PG. 93

ZONED: I-1

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 698, PG. 915

ZONED: A-R

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 698, PG. 915

ZONED: A-R

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 621, PG. 76

P.B. 38, PG. 170

ZONED: A-R

: I

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30.706 ACRES

TRACT 4 4.598 ACRES

TRACT 6

TRACT 3

10.820 ACRES

TRACT 1

11.369 ACRESTRACT 2

6.649 ACRES

24.673 ACRES

TRACT 5

CARTER ROAD

80' R.

67' IMP.

(R/W VARIES)CARTER ROAD

AIRPARK DRIVE

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548'

488' 1,101'

(60' R/W ~ 34' IMP.)

818'

39'

550'

444'794'

82'

67'

52'

84'

832'25

796'

50'

76'

787'

513'

825'

795'

50' BLDG. SETBACK LINE

20' PUBLIC UTIL. EASE.

60' BLDG. SETBACK LINE & DRAINAGE EASE.

25' PAVING SETBACK LINE

20' PUBLIC UTIL. EASE.

' S

N E

' P

100' AIRPORT SETBACK LINE

12' PUBLIC UTIL. EASE.

100' AIRPORT SETBACK LINE

12' PUBLIC UTIL. EASE.

30' REARYARD SETBACK LINE

12' PUBLIC UTIL. EASE.

30' SID

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N 07°14'40" E 2,412.31'

N 02°08'55" E 449.31'

°4 7'

" E

.0 8'

S 17°12'22" W 629.21'

°0 0'

" E

.0 6'

165.72' S 17°12'15" W244.19'

S 02°34'20" W

S 80°37'44" E 613.42'

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AIRPARK COURT

FUTURE DEDICATED

RIGHT-OF-WAY

(0.216 AC. ~ 9,391 SQ. FT.)

25'35'

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4300 4200

ALTERNATE BID LIMITS

BASE BID LIMITS

ALTERNATE BID LIMITS

60' BLDG. SETBACK LINE & DRAINAGE EASE.

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Signature

Date

PROJECT NO:

PERMITTING

DOCUMENTS

SCALE:

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25-7152

PLAN DATE:

01-05-2026

C1.01

1" = 150'

VICINITY MAP

SITE

( IN FEET )

GRAPHIC SCALE

1 inch = 150 feet

150 75 150 300 600

M A

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GENERAL NOTES:

1. ALL PUBLIC IMPROVEMENTS MUST BE ACCORDING TO THE

OWENSBORO METROPOLITAN PUBLIC IMPROVEMENT

SPECIFICATIONS (THE PUBLIC IMPROVEMENT SPECIFICATIONS) PI

SPECS CAN BE FOUND AT www.iompc.org.

2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE PRIOR

TO BEGINNING ANY CONSTRUCTION PHASES.

3. A CUT AND FILL PERMIT IS REQUIRED WHEN CUTTING OR FILLING IS

PROPOSED TO BE PERFORMED IN THE PROPOSED DEVELOPMENT.

4. A STREET CUT PERMIT IS REQUIRED FOR ALL WORK INSIDE THE

RIGHT-OF-WAY OF THE CITY OF OWENSBORO. CALL THE CITY

ENGINEERING OFFICE AT (270) 687-8641.

5. PRIOR TO MOBILIZATION, ALL SILT FENCE SHALL BE INSTALLED.

6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

REMOVING DIRT AND CONSTRUCTION DEBRIS CAUSED BY

CONSTRUCTION ACTIVITIES FROM THE CITY'S STREETS FOR THE

DURATION OF THE PROJECT.

7. ALL POTENTIAL EROSION SHALL BE CONTROLLED IN SUCH A

MANNER SO AS TO PREVENT ANY DISPLACEMENT OF SILT TO THE

ADJACENT PROPERTY OWNERS OR RIGHT-OF-WAY. THIS CONTROL

SHALL BE IMPLEMENTED THROUGH PROPER INSTALLATION OF SILT

FENCE DURING THE CONSTRUCTION DURATION AND MAINTAINED

UNTIL PROPER GROUND COVER HAS BEEN ESTABLISHED.

8. TOPSOIL STOCKPILES AND BORROW SITES SHALL BE

SURROUNDED BY SILT FENCES, RESEEDED, AND PLACED WHERE

SOIL EROSION WOULD NOT FLOW INTO WATERWAYS OR ADJACENT

PROPERTIES.

9. NO SOLIDS, INCLUDING BUILDING MATERIALS, SHALL BE ALLOWED

TO DISCHARGE INTO WATERS OF THE COMMONWEALTH.

10. THE EROSION CONTROL PLAN IS PREPARED AS A GUIDE FOR

INITIAL EROSION CONTROL MEASURES TO BE INSTALLED AT THE

JOB SITE. IF EROSION OCCURS IN OTHER SPECIFIC AREAS OF THE

PROPERTY DURING CONSTRUCTION, THE CONTRACTOR IS

RESPONSIBLE FOR INSTALLING SILT FENCE OR OTHER EROSION

CONTROL MEASURES AS NEEDED TO PREVENT EROSION AND/OR

CONTROL SEDIMENTATION.

11. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROPER

INSTALLATION AND MAINTENANCE OF THE EROSION PREVENTION

AND SEDIMENTATION CONTROL. STRUCTURES, SILT FENCE, ETC.

SHALL BE INSPECTED REGULARLY AND SHALL BE REPAIRED,

CLEANED, AND/OR REINSTALLED AS NECESSARY TO MEET THE

INTENT OF THIS PLAN AND THE CITY OF OWENSBORO

REGULATIONS.

12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REMOVAL OF

EROSION PREVENTION AND SEDIMENTATION CONTROL

STRUCTURES AFTER CONSTRUCTION IS COMPLETE, BUT ONLY

AFTER PROPER GROUND COVER HAS BEEN ESTABLISHED.

13. THE GENERAL CONTRACTOR SHALL INSURE THAT ALL

SUBCONTRACTORS ARE FAMILIAR WITH THE EROSION CONTROL

MEASURES ON SITE AND THAT EACH SUBCONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGE THEY CAUSE TO ANY EROSION

CONTROL STRUCTURE AND SHALL REPORT SAME TO THE GENERAL

CONTRACTOR IMMEDIATELY.

14. IF SITE IS 1 ACRE OR LARGER IT WILL BE NECESSARY TO APPLY

FOR A N.O.I. (NOTICE OF INTENT) FROM THE DIVISION OF WATER

[CONTACT AT (270) 824-7529]. SUBMIT A COPY OF THE N.O.I. TO THE

CITY ENGINEER'S OFFICE FOR A RECORD COPY.

15. SUBMIT A COPY OF THE N.O.T. (NOTICE OF TERMINATION) TO THE

CITY ENGINEER'S OFFICE FOR A RECORD COPY.

16. A STORM WATER POLLUTANT PROTECTION PLAN (SWPPP) SHALL

BE DEVELOPED FOR THIS SITE AND SUBMITTED TO THE CITY OF

OWENSBORO ENGINEERING DEPARTMENT FOR A RECORD COPY.

17. AS PER THE REQUIRED KYR10 PERMIT FOR THIS SITE, INSPECTIONS

WILL BE PERFORMED AND FORMS KEPT ON SITE FOR EPA, DOW, &

CITY OF OWENSBORO REVIEW.

18. EROSION CONTROL IS REQUIRED AS EACH LOT DEVELOPS.

19. SILT FENCES TO BE CLEANED OUT WHEN THEY BECOME ONE

THIRD FULL. AFTER EVERY RAIN IN EXCESS OF ONE HALF INCH ALL

EROSION CONTROL MEASURES ARE TO BE INSPECTED AND

CLEANED OR REPAIRED AS NECESSARY.

20. ALL DISTURBED AREAS THAT REMAIN INACTIVE FOR MORE THAN 21

DAYS SHALL BE STABILIZED BY SEEDING, SODDING, MULCHING,

COVERING, OR BY OTHER EQUIVALENT EROSION CONTROL

MEASURES AS SOON AS PRACTICABLE, BUT IN NO CASE MORE

THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT

PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY

CEASED.

21. 6" THICK CONCRETE DRIVE APRONS FOR ALL NEW DRIVE

ENTRANCES.

22. ALL CONSTRUCTION IN THE RIGHT-OF-WAY WHETHER NEW,

MODIFIED, OR IMPROVED SHALL HAVE A STREET CUT PERMIT

BEFORE STARTING CONSTRUCTION AND INSPECTION PERFORMED

BEFORE AND DURING CONSTRUCTION. CALL THE CITY ENGINEER'S

OFFICE FOR PERMIT AND INSPECTION (270) 687-8641.

23. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE

SIDEWALKS, CURBS, GUTTERS, AND/OR DRIVEWAY ENTRANCE

APRONS DAMAGED DURING CONSTRUCTION OF THEIR PROJECT.

ENGINEERING DEPT

APPROVED BY

Date:

Signature:

I DO HEREBY CERTIFY THAT SHOWN HEREON IS A TRUE AND CORRECT

REPRESENTATION OF A SURVEY PERFORMED UNDER MY DIRECTION BY

THE METHOD OF REAL TIME KINEMATIC GPS MEASUREMENT USING

GEOID MODEL 12B WITH KENTUCKY SOUTH 1602 AND NAVD 1988. THIS

SURVEY WAS PERFORMED USING TRIMBLE GNSS R10 MODEL 2 TRIPLE

FREQUENCY RECIEVERS OF WHICH THE UNADJUSTED RELATIVE

POSITIONAL ACCURACY OF EACH MONUMENT IS ±0.02 + 100 PPM. THE

BEARINGS SHOWN HEREON ARE TIED TO KENTUCKY SOUTH STATE

PLANE COORDINATES. THIS SURVEY IS CLASSIFIED AS AN URBAN

SURVEY AND MEETS ALL OF THE ACCURACY AND PRECISION

SPECIFICATIONS FOR THAT CLASS AND IS CORRECT TO THE BEST OF

MY KNOWLEDGE AND BELIEF. I ALSO CERTIFY THAT ALL MONUMENTS

INDICATED HEREON DO ACTUALLY EXIST AND THAT THEIR LOCATIONS,

SIZES, AND MATERIALS ARE CORRECTLY INDICATED. THIS SURVEY

COMPLIES WITH 201 KAR 18:150.

DATE

SURVEYOR'S CERTIFICATION

MARK A. PHELPS, KY PLS NO. 4420

OWNER'S CERTIFICATION

Owner's Signature

I (WE) DO HEREBY CERTIFY THAT I AM (WE ARE) THE ONLY OWNER(S)

OF THE PROPERTY SHOWN HEREON AND DO ADOPT THIS AS MY (OUR)

DEVELOPMENT PLAN FOR THE PROPERTY.

Date

Witnessed By Date

WATER DISTRIBUTION SYSTEM APPROVAL

TELEPHONE EASEMENTS APPROVAL

NATURAL GAS EASEMENTS APPROVAL

ELECTRICAL EASEMENTS APPROVAL

SANITARY SEWER SYSTEM APPROVAL &

ACCEPTANCE OF SEWAGE

24. IF THE DEVELOPMENT REQUIRES A DUMPSTER, THEN THE

DUMPSTER PAD AND ENCLOSURE, IF ANY, MUST BE SHOWN AND

DIMENSIONED ON THE PLANS AND IT MUST MEET ALL OF THE CITY

OF OWENSBORO'S APPROACH, ENCLOSURE, AND OVERHEAD

SPECIFICATIONS. CITY SANITATION DUMPSTER

SERVICE/ENCLOSURE SPECIFICATIONS AND DETAIL CAN BE FOUND

AT WWW.OWENSBORO.ORG/PAGE/SANITATION-DEPARTMENT.

SIGN-OFF FROM THE SANITATION DIRECTOR IS ALSO REQUIRED

BEFORE FINAL PLAN APPROVAL BY THE CITY ENGINEER'S OFFICE.

25. ALL STORM SEWER STRUCTURES OR FACILITIES MUST BE

COMPLIANT TO THE OWENSBORO STORM WATER MASTER PLAN BY

QUEST ENGINEERS APPROVED IN 1999.

26. DISCHARGE FROM ALL SITE DOWNSPOUTS SHALL BE DIRECTED TO

STORM SEWERS, SWALES, AND/OR SHEET FLOW ROUTED TO THE

DETENTION BASIN.

27. THE PROPERTY OWNER IS RESPONSIBLE FOR SURFACE AND

SUB-SURFACE DRAINAGE RELATED TO HIS/HER LANDS, AND SHALL

PROVIDE FOR SUCH DRAINAGE IN A WAY AS TO PROPERLY

RELIEVE WATERS FROM THEIR LAND, WITHOUT OBSTRUCTING

EXISTING DRAINAGE PATTERNS OR INCREASING RUNOFF ONTO

ADJACENT PROPERTIES.

28. CONSTRUCT THE DETENTION BASINS BEFORE INITIATING OTHER

SITE WORK.

29. CONTRACTOR WILL MAINTAIN ON A ROUTINE BASIS ALL SILT

CHECKS AND EROSION CONTROL ITEMS UNTIL PERMANENT

GROUND COVER IS ESTABLISHED AT SITE, OR THE DEVELOPMENT

IS 75% COMPLETE, WHICHEVER COMES LATER.

30. ALL STORMWATER TREATMENT PRACTICES SHALL HAVE AN

OPERATION AND MAINTENANCE AGREEMENT TO ENSURE THE

SYSTEM FUNCTIONS AS DESIGNED.

31. A LEGALLY BINDING COVENANT SPECIFYING THE PARTIES

RESPONSIBLE FOR THE PROPER MAINTENANCE OF ALL STORM

WATER TREATMENT PRACTICES SHALL BE SECURED AND

RECORDED INTO THE LAND RECORD PRIOR TO ISSUANCE OF ANY

PERMIT FOR LAND DISTURBANCE ACTIVITIES.

32. MAINTENANCE REPORTS SHALL BE SUBMITTED TO THE CITY

ENGINEER'S OFFICE ANNUALLY, AND THE STORMWATER BMPs

SHALL BE INSPECTED ROUTINELY AS OUTLINED IN CHAPTER 14 OF

THE OWENSBORO METROPOLITAN PUBLIC IMPROVEMENT

SPECIFICATIONS.

33. THE UNITED STATES POSTAL SERVICE REQUIRES CLUSTER BOX

UNITS (CBUs) FOR MAIL DELIVERY IN ALL COMMERCIAL AND

RESIDENTIAL DEVELOPMENTS. PLEASE CONTACT THE LOCAL POST

OFFICE FOR PLACEMENT REQUIREMENTS AND APPROVAL OF CBUs

PRIOR TO INSTALLATION.

34. THE SUBJECT PROPERTY IS PARTIALLY LOCATED IN A SPECIAL

FLOOD HAZARD AREA OR FLOODWAY PER F.I.R.M. NO.

21059C0256E, EFFECTIVE JULY 31, 2024.

35. WATER QUALITY REQUIREMENTS SHALL BE PROVIDED FOR BY

EACH INDIVIDUAL LOT OWNER AT THE TIME OF PROPERTY

DEVELOPMENT.

ZONING CLASSIFICATION: I-1 & I-2

GROSS ACREAGE: 91.264 ACRES

NUMBER OF LOTS: 6

NUMBER OF LOTS PER ACRE: 0.066

STREET R/W AREA: 2.233 ACRES

FUTURE R/W AREA: 0.216 ACRES

NET COMMERCIAL AREA: 88.815 ACRES

NO. OF LOTS/NET COMMERCIAL AREA: 0.068

SITE STATISTICS:

· 50-FT BUILDING SETBACK LINE FROM STREET RIGHT-OF-WAY

· 25-FT PAVING SETBACK LINE FROM STREET RIGHT-OF-WAY

· 20-FT PUBLIC UTILITY EASEMENT FROM STREET RIGHT-OF-WAY

· 30-FT BUILDING SETBACK LINE FROM SIDE AND REAR YARD PROPERTY LINE

· 10-FT PUBLIC UTILITY EASEMENT FROM SIDE AND REAR YARD PROPERTY LINE

· 5-FT PAVING SETBACK LINE FROM SIDE AND REAR YARD PROPERTY LINE

· 100-FT BUILDING SETBACK LINE FROM AIRPORT PROPERTY LINE

SETBACK LINE & EASEMENT

EX. SEWER MANHOLE

EX. UTILITY POLE

EX. GUY-WIRE

EX. WATER METER

EX. WATER VALVE

EX. GAS LINE

EX. GAS METER

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING GRAVEL

EX. OVERHEAD ELECTRIC LINE

EX. FIBER OPTIC LINE

EX. WATER LINE

EX. UNDERGROUND ELECTRIC LINE

EX. CHAINLINK FENCE

EX. FENCE

EX. FLOWLINE

EX. CONTOUR

EX. FIRE HYDRANT ASSEMBLY

EX. GAS PIPELINE MARKER

EX. DRAINAGE MANHOLE

PROJECT CONTROL POINT

EX. SANITARY SEWER

EX. STORM SEWER (UNKNOWN SIZE)

PROP. SEWER MANHOLE

PROP. FIRE HYDRANT ASSEMBLY

PROP. CURB BOX INLET

PER O.M.P.C. PI SPECS, EXHIBIT 7-5

PROP. DROP BOX INLET

SLOPED & FLARED HEADWALL

PER O.M.P.C. PI SPECS, EXHIBITS 7-6 & 7-7

PROP. 6" WATER LINE

PROP. REGRADE CONTOUR

LEGEND

APPROX. LIMITS OF FLOODPLAIN ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

APPROX. LIMITS OF FLOODWAY ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

O.M.U. UTILITY NOTE

· DEVELOPER/CUSTOMER SHALL BE RESPONSIBLE TO ENSURE ALL

NATIONAL ELECTRIC SAFETY CODE (NESC) CLEARANCE

REQUIREMENTS ARE MET AND MAINTAINED.

· DEVELOPER/CUSTOMER SHALL BE RESPONSIBLE FOR ANY AND ALL

COST ASSOCIATED FOR THE RELOCATION OF ANY ELECTRICAL

FACILITIES TO ENSURE THE NESC IS MET.

· DEVELOPER/CUSTOMER SHALL BE RESPONSIBLE FOR ANY AND ALL

COST ASSOCIATED FOR THE RELOCATION OF ANY EXISTING

ELECTRICAL OR WATER FACILITIES REQUIRED BY THIS

DEVELOPMENT.

· WHERE DEVELOPER/CUSTOMER DESIRES TO COMBINE ANY

REQUIRED LANDSCAPE AND LAND USE BUFFERS WITH A PUBLIC

UTILITY EASEMENT PER ARTICLE 17.315 OF THE OWENSBORO

METROPOLITAN ZONING ORDINANCE, OMU WILL ALLOW THE

FOLLOWING TREES TO MEET THE REQUIREMENTS OF ARTICLES

17.3113 AND 17.3123: KOUSA DOGWOOD, CANADIAN RED CHERRY,

DWARF MAGNOLIAS, RED BUD, AND OAKLAND OR BLUE MAID

HOLLY.

UTILITY NOTE - KENERGY CORPORATION

THE PROPERTY AS SHOWN HEREON IS SUBJECT TO ALL LEGAL

EASEMENTS AND RIGHTS-OF-WAYS THAT MAY OR MAY NOT BE OF

RECORD OF KENERGY CORPORATION. THE PROPERTY OWNER SHALL

PROVIDE AND MAINTAIN PROPER STRUCTURE CLEARANCES FROM

EXISTING POWER LINES AND EASEMENTS THAT ARE REQUIRED BY THE

POLICIES AND ELECTRIC CODES PRACTICED BY KENERGY

CORPORATION. POWER LINE ALTERATIONS REQUESTS/VIOLATIONS

SHALL BE AT THE PROPERTY OWNER'S EXPENSE.

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OWENSBORO- DAVIESS COUNTY REGIONAL AIRPORT

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TRACT 6

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6.649 ACRES

24.673 ACRES

TRACT 5

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FUTURE DEDICATED

RIGHT-OF-WAY

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CP #2

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CP #1

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EX. U.T.P. (TYP.)

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EX. CHAINLINK FENCE

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EX. WOOD FENCE

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EX. CHAINLINK FENCE

AutoCAD SHX Text S 72°47'20" E 652.36'

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80' R/W (PER P.B. 31, PG. 279)

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60' R/W (PER P.B. 31, PG. 279)

AutoCAD SHX Text 50' B.S.B.L.

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REGULATORY FLOODWAY ZONE 'AE' (TYP.)

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REGULATORY FLOODWAY ZONE 'AE' (TYP.)

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BIG DITCH

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OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 800, PG. 325

P.B. 34, PG. 93

ZONED: I-1

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 698, PG. 915

ZONED: A-R

REGIONAL AIRPORT

D.B. 621, PG. 76

P.B. 38, PG. 170

ZONED: A-R

2' P

.U .E

EXIST. 12' P.U.E.

TRACT 6

TRACT 1

11.369 ACRESTRACT 2

6.649 ACRES

AIRPARK COURT

4300 4200

BASE BID LIMITS

ALTERNATE BID LIMITS

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C2.02

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EX. UTILITY POLE

EX. GUY-WIRE

EX. WATER METER

EX. WATER VALVE

EX. GAS LINE

EX. GAS METER

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING GRAVEL

EX. OVERHEAD ELECTRIC LINE

EX. FIBER OPTIC LINE

EX. WATER LINE

EX. UNDERGROUND ELECTRIC LINE

EX. CHAINLINK FENCE

EX. FENCE

EX. FLOWLINE

EX. CONTOUR

EX. FIRE HYDRANT ASSEMBLY

EX. GAS PIPELINE MARKER

EX. DRAINAGE MANHOLE

PROJECT CONTROL POINT

EX. SANITARY SEWER

EX. STORM SEWER (UNKNOWN SIZE)

PROP. SEWER MANHOLE

PROP. FIRE HYDRANT ASSEMBLY

PROP. CURB BOX INLET

PER O.M.P.C. PI SPECS, EXHIBIT 7-5

PROP. DROP BOX INLET

SLOPED & FLARED HEADWALL

PER O.M.P.C. PI SPECS, EXHIBITS 7-6 & 7-7

PROP. 6" WATER LINE

PROP. REGRADE CONTOUR

LEGEND

APPROX. LIMITS OF FLOODPLAIN ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

APPROX. LIMITS OF FLOODWAY ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

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AutoCAD SHX Text 20' P.U.E.

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CP #2

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CP #1

AutoCAD SHX Text T.R. 394.49 I.I. 387.15 I.O. 387.18

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EX. CHAINLINK FENCE

AutoCAD SHX Text S 72°47'46" E 779.08'

AutoCAD SHX Text S 73°00'00" E 501.06'

AutoCAD SHX Text S 17°12'22" W 490.88'

AutoCAD SHX Text S 17°12'22" W 185.64'

AutoCAD SHX Text N 07°14'40" E 57.77'

AutoCAD SHX Text N 02°08'55" E 449.31'

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80' R/W (PER P.B. 31, PG. 279)

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60' R/W (PER P.B. 31, PG. 279)

AutoCAD SHX Text T.R. 395.16 I.I. 386.75 I.O. 386.65

AutoCAD SHX Text T.R. 394.39 I.I. 386.14 I.O. 386.13

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EX. 12" PVC SAN. SEW.

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EX. 16" PVC SAN. SEW.

AutoCAD SHX Text 50' B.S.B.L.

AutoCAD SHX Text 12' P.U.E.

AutoCAD SHX Text T.G. 395.04 I.E. 390.94

AutoCAD SHX Text T.G. 394.93 I.E. 390.83

AutoCAD SHX Text T.G. 393.26 I.E. 390.26

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EX. PIPE

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EX. 18" PVC

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EX. 18" PVC

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EX. PIPE

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REGULATORY FLOODWAY ZONE 'AE' (TYP.)

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PC:4+99.94

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EX. SSMH A-1

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SSMH A-2

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SSMH A-3

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SSMH A-5

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CONST. 26 L.F. ~ 12" PVC SDR 35 @ 0.15%

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CONST. 104 L.F. ~ 12" PVC SDR 35 @ 0.22%

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CONST. 26 L.F. ~ 12" PVC SDR 35 @ 0.22%

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INSTALL FIRE HYDRANT ASSEMBLY (TYP.)

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INSTALL FIRE HYDRANT ASSEMBLY (TYP.)

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CONST. 12" DR18 C900 PVC WATER MAIN PER OMU SPEC'S (TYP. ~ SEE DETAILS)

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CONST. PAVED DITCH A @ 0.40% (SEE PAVED DITCH 'A' DETAIL & SECTION D:D)

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CONST. 26 L.F. ~ 12" PVC SDR 35 @ 0.15%

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STORM LINE AA

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AA-2

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AA-3

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AA-4

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AA-1

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CONST. 12" PVC SDR 35 STUB @ 0.22%

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PAVED DITCH SLOPE @ 20% BETWEEN PROVIDED GRADES

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SANITARY LINE 'B'

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EXISTING FLOODWAY (DO NOT DISTURB)

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EXISTING FLOODWAY (DO NOT DISTURB)

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EXISTING FLOODWAY (DO NOT DISTURB)

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CONST. PAVED DITCH A @ 0.40% (SEE PAVED DITCH 'A' DETAIL & SECTION D:D)

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CONST. 90 L.F. ~ 20" STEEL CASING.

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CONTRACTOR SHALL TIE IN WITH EXISTING 12"WATER MAIN.

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CONST. 12" TEE

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AutoCAD SHX Text CONTRACTOR SHALL CONSTRUCT 456 L.F. ~ 12" WATERLINE TO TIE IN WITH EXISTING 12" WATER MAIN.

AutoCAD SHX Text CONTRACTOR SHALL DEMOLISH EXISTING CONCRETE DRIVE APRON AND DISPOSE OF DEBRIS AT AN OFFSITE LANDFILL. CONTRACTOR SHALL MAINTAIN UN-INTERRUPTED ACCESS TO THE EXISTING BUSINESS THROUGHOUT THE DURATION OF THE PROJECT. THE DRIVE APRON SHALL BE REPLACED WITH MONOLITHIC CONCRETE DRIVE APRON MATCHING THE EXISTING APRON THICKNESS.

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ROMAN ACRES, LLC

D.B. 1091, PG. 656

ZONED: A-R

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 800, PG. 325

P.B. 34, PG. 93

ZONED: I-1

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 698, PG. 915

ZONED: A-R

' B

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7, PG. 1

TRACT 3

10.820 ACRES

AIRPARK COURT

ALTERNATE BID LIMITS

BASE BID LIMITS

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C P.

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O R

O , K

Signature

Date

PROJECT NO:

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DOCUMENTS

SCALE:

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O N

25-7152

PLAN DATE:

01-05-2026

C2.03

1" = 50'

( IN FEET )

GRAPHIC SCALE

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50 25 50 100 200

C O

R U

O N

MATCHLINE (SEE SHEET C2.04)

C H

E (S

T C

EX. SEWER MANHOLE

EX. UTILITY POLE

EX. GUY-WIRE

EX. WATER METER

EX. WATER VALVE

EX. GAS LINE

EX. GAS METER

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING GRAVEL

EX. OVERHEAD ELECTRIC LINE

EX. FIBER OPTIC LINE

EX. WATER LINE

EX. UNDERGROUND ELECTRIC LINE

EX. CHAINLINK FENCE

EX. FENCE

EX. FLOWLINE

EX. CONTOUR

EX. FIRE HYDRANT ASSEMBLY

EX. GAS PIPELINE MARKER

EX. DRAINAGE MANHOLE

PROJECT CONTROL POINT

EX. SANITARY SEWER

EX. STORM SEWER (UNKNOWN SIZE)

PROP. SEWER MANHOLE

PROP. FIRE HYDRANT ASSEMBLY

PROP. CURB BOX INLET

PER O.M.P.C. PI SPECS, EXHIBIT 7-5

PROP. DROP BOX INLET

SLOPED & FLARED HEADWALL

PER O.M.P.C. PI SPECS, EXHIBITS 7-6 & 7-7

PROP. 6" WATER LINE

PROP. REGRADE CONTOUR

LEGEND

APPROX. LIMITS OF FLOODPLAIN ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

APPROX. LIMITS OF FLOODWAY ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

AutoCAD SHX Text N 64°58'22" W 331.22'

AutoCAD SHX Text N 64°44'25" W 305.47'

AutoCAD SHX Text N 07°14'40" E 2,412.31'

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AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text 13+00

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AutoCAD SHX Text 15+84.24

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SSMH A-6

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SSMH A-7

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CONST. 12" DR18 C900 PVC WATER MAIN PER OMU SPEC'S (TYP. ~ SEE DETAILS)

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CONST. PAVED DITCH @ 0.40% (SEE PAVED DITCH 'A' DETAIL & SECTION D:D)

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CONST. PAVED DITCH B @ 0.40% (SEE PAVED DITCH 'A' DETAIL & SECTION D:D)

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INSTALL FIRE HYDRANT ASSEMBLY (TYP.)

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INSTALL FIRE HYDRANT ASSEMBLY (TYP.)

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STORM LINE FF

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CC-2

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CC-3

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FF-2

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CC-1

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CC-4

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STM LINE DD

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STM LINE EE

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DD-1

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DD-2

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EE-1

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EE-2

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AutoCAD SHX Text 12"W

KENERGY CORP.

D.B. 731, PG. 977

P.B. 30, PG. 50

ZONED: I-1

30.706 ACRES

TRACT 4

24.673 ACRES

TRACT 5

25'35'

ALTERNATE BID LIMITS

BASE BID LIMITS

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O W

SHEET NO:

Y O

F O

R O

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O M

, I N

C P.

O B

O X

O W

O R

O , K

Signature

Date

PROJECT NO:

PERMITTING

DOCUMENTS

SCALE:

N S:

N O

C R

O N

25-7152

PLAN DATE:

01-05-2026

C2.04

1" = 50'

( IN FEET )

GRAPHIC SCALE

1 inch = 50 feet

50 25 50 100 200

C O

R U

O N

MATCHLINE (SEE SHEET C2.03)

C H

E (S

T C

EX. SEWER MANHOLE

EX. UTILITY POLE

EX. GUY-WIRE

EX. WATER METER

EX. WATER VALVE

EX. GAS LINE

EX. GAS METER

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING GRAVEL

EX. OVERHEAD ELECTRIC LINE

EX. FIBER OPTIC LINE

EX. WATER LINE

EX. UNDERGROUND ELECTRIC LINE

EX. CHAINLINK FENCE

EX. FENCE

EX. FLOWLINE

EX. CONTOUR

EX. FIRE HYDRANT ASSEMBLY

EX. GAS PIPELINE MARKER

EX. DRAINAGE MANHOLE

PROJECT CONTROL POINT

EX. SANITARY SEWER

EX. STORM SEWER (UNKNOWN SIZE)

PROP. SEWER MANHOLE

PROP. FIRE HYDRANT ASSEMBLY

PROP. CURB BOX INLET

PER O.M.P.C. PI SPECS, EXHIBIT 7-5

PROP. DROP BOX INLET

SLOPED & FLARED HEADWALL

PER O.M.P.C. PI SPECS, EXHIBITS 7-6 & 7-7

PROP. 6" WATER LINE

PROP. REGRADE CONTOUR

LEGEND

APPROX. LIMITS OF FLOODPLAIN ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

APPROX. LIMITS OF FLOODWAY ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

AutoCAD SHX Text L1

AutoCAD SHX Text L2

AutoCAD SHX Text L3

AutoCAD SHX Text S 17°18'54" W 299.26'

AutoCAD SHX Text S 17°14'38" W 50.08'

AutoCAD SHX Text S 10°15'02" W 201.55'

AutoCAD SHX Text S 17°21'11" W 175.51'

AutoCAD SHX Text S 15°01'42" W 349.99'

AutoCAD SHX Text S 15°03'24" W 52.32'

AutoCAD SHX Text N 65°17'07" W 349.99'

AutoCAD SHX Text S 15°00'28" W 199.27'

AutoCAD SHX Text N 65°17'07" W 573.28'

AutoCAD SHX Text S 24°42'53" W 50.00'

AutoCAD SHX Text S 04°34'57" W 76.86'

AutoCAD SHX Text L4

AutoCAD SHX Text L5

AutoCAD SHX Text 4'x2.8' ELLIP CMP I.E. 387.76

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REGULATORY FLOODPLAIN ZONE 'AE' (TYP.)

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CONST. PAVED DITCH A @ 0.40% (SEE PAVED DITCH 'A' DETAIL & SECTION C:C)

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CONST. PAVED DITCH A @ 0.40% (SEE PAVED DITCH 'A' DETAIL & SECTION C:C)

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CONST. EMERGENCY SPILLWAY (SEE SECTIONS A:A & B:B)

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TRANSITION FROM SECTION C:C TO SECTION D:D

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FF-1

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BASIN 'A' PRINCIPAL SPILLWAY

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STORMWATER DETENTION BASIN 'A' (DRY)

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PAVED DITCH SLOPE @ 20% BETWEEN PROVIDED GRADES

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AutoCAD SHX Text 12"W

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JOSEPH BALLARD, SR

D.B. 588, PG. 728

P.B. 27, PG. 167

ZONED: A-R

JOSEPH BALLARD, SR

D.B. 588, PG. 728

P.B. 27, PG. 167

ZONED: I-1

WEST DAVIESS COUNTY

WATER DISTRICT

D.B. 713, PG. 452

P.B. 28, PG. 401

ZONED: I-1

4.598 ACRES

TRACT 6

24.673 ACRES

TRACT 5

ALTERNATE BID LIMITS

K E

O N

K D

E O

R O

, K Y

A S

. B O

O W

O R

O , K

C K

) 6

-2

C iv il E ng in ee rin g La nd S ur ve yi ngW

B R

Y A

N T

Professional Engineer's Seal

O W

SHEET NO:

Y O

F O

R O

O N

O M

, I N

C P.

O B

O X

O W

O R

O , K

Signature

Date

PROJECT NO:

PERMITTING

DOCUMENTS

SCALE:

N S:

N O

C R

O N

25-7152

PLAN DATE:

01-05-2026

C2.05

1" = 50'

( IN FEET )

GRAPHIC SCALE

1 inch = 50 feet

50 25 50 100 200

C O

R U

O N

MATCHLINE (SEE SHEET C2.02)

C H

E (S

T C

EX. SEWER MANHOLE

EX. UTILITY POLE

EX. GUY-WIRE

EX. WATER METER

EX. WATER VALVE

EX. GAS LINE

EX. GAS METER

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING GRAVEL

EX. OVERHEAD ELECTRIC LINE

EX. FIBER OPTIC LINE

EX. WATER LINE

EX. UNDERGROUND ELECTRIC LINE

EX. CHAINLINK FENCE

EX. FENCE

EX. FLOWLINE

EX. CONTOUR

EX. FIRE HYDRANT ASSEMBLY

EX. GAS PIPELINE MARKER

EX. DRAINAGE MANHOLE

PROJECT CONTROL POINT

EX. SANITARY SEWER

EX. STORM SEWER (UNKNOWN SIZE)

PROP. SEWER MANHOLE

PROP. FIRE HYDRANT ASSEMBLY

PROP. CURB BOX INLET

PER O.M.P.C. PI SPECS, EXHIBIT 7-5

PROP. DROP BOX INLET

SLOPED & FLARED HEADWALL

PER O.M.P.C. PI SPECS, EXHIBITS 7-6 & 7-7

PROP. 6" WATER LINE

PROP. REGRADE CONTOUR

LEGEND

APPROX. LIMITS OF FLOODPLAIN ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

APPROX. LIMITS OF FLOODWAY ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

PLM

AutoCAD SHX Text

PLM

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text T.R. 394.80 I.O. 388.08

AutoCAD SHX Text T.R. 397.34 I.O. 390.71

AutoCAD SHX Text

EX. U.T.P. (TYP.)

AutoCAD SHX Text

EX. WOOD FENCE

AutoCAD SHX Text

EX. CHAINLINK FENCE

AutoCAD SHX Text

EX. 12" PVC SAN. SEW.

AutoCAD SHX Text S 73°00'00" E 501.06'

AutoCAD SHX Text S 80°37'44" E 678.65'

AutoCAD SHX Text S 17°12'15" W 165.72'

AutoCAD SHX Text S 02°34'20" W 244.19'

AutoCAD SHX Text S 14°33'50" W 622.89'

AutoCAD SHX Text S 75°32'32" E 64.98'

AutoCAD SHX Text S 14°34'33" W 84.18'

AutoCAD SHX Text

80' R/W (PER P.B. 31, PG. 279)

AutoCAD SHX Text

EX. 8" PVC SAN. SEW.

AutoCAD SHX Text T.G. 392.21 I.E. 388.91

AutoCAD SHX Text T.G. 395.10 I.E. 389.20

AutoCAD SHX Text T.G. 395.02 I.E. 388.92

AutoCAD SHX Text T.G. 392.41 I.E. 389.21

AutoCAD SHX Text T.G. 392.56 I.E. 389.36

AutoCAD SHX Text T.G. 392.79 I.E. 389.69

AutoCAD SHX Text

EX. 24" PVC

AutoCAD SHX Text

EX. PIPE

AutoCAD SHX Text

EX. 24" PVC

AutoCAD SHX Text

EX. 18" PVC

AutoCAD SHX Text

EX. PIPE

AutoCAD SHX Text

REGULATORY FLOODWAY ZONE 'AE' (TYP.)

AutoCAD SHX Text

REGULATORY FLOODWAY ZONE 'AE' (TYP.)

AutoCAD SHX Text

BIG DITCH

AutoCAD SHX Text

REGULATORY FLOODWAY ZONE 'AE' (TYP.)

AutoCAD SHX Text

REGULATORY FLOODWAY ZONE 'AE' (TYP.)

AutoCAD SHX Text

CONTRACTOR SHALL CONSTRUCT TIE IN WITH EXISTING 12"WATER VALVE.

AutoCAD SHX Text F:\Data\2025\25-7152\05_Drawings\PLAN-MSPP.dwg

AutoCAD SHX Text PLOTTED: May 06, 2026 02:06 PM

AutoCAD SHX Text

NORTH

AutoCAD SHX Text S

AutoCAD SHX Text

OHE

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

UGE

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

PLM

AutoCAD SHX Text D

AutoCAD SHX Text

STM

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text 12"W

W N

B O

LEVA

R D

AIRPARK DRIVE

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 800, PG. 325

P.B. 34, PG. 93

ZONED: I-1

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 698, PG. 915

ZONED: A-R

REGIONAL AIRPORT

D.B. 621, PG. 76

P.B. 38, PG. 170

ZONED: A-R

2' P

.U .E

EXIST. 12' P.U.E.

TRACT 6

TRACT 1

11.369 ACRESTRACT 2

6.649 ACRES

AIRPARK COURT

4300 4200

BASE BID LIMITS

ALTERNATE BID LIMITS

K E

O N

K D

E O

R O

, K Y

A S

. B O

O W

O R

O , K

C K

) 6

-2

C iv il E ng in ee rin g La nd S ur ve yi ngW

B R

Y A

N T

Professional Engineer's Seal

O W

SHEET NO:

Y O

F O

R O

O N

O M

, I N

C P.

O B

O X

O W

O R

O , K

Signature

Date

PROJECT NO:

PERMITTING

DOCUMENTS

SCALE:

N S:

N O

C R

O N

25-7152

PLAN DATE:

01-05-2026

C2.02A

1" = 50'

( IN FEET )

GRAPHIC SCALE

1 inch = 50 feet

50 25 50 100 200

C O

R U

O N

N B

N A

R A

MATCHLINE (SEE SHEET C2.05A)

C H

E (S

T C

EX. SEWER MANHOLE

EX. UTILITY POLE

EX. GUY-WIRE

EX. WATER METER

EX. WATER VALVE

EX. GAS LINE

EX. GAS METER

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING GRAVEL

EX. OVERHEAD ELECTRIC LINE

EX. FIBER OPTIC LINE

EX. WATER LINE

EX. UNDERGROUND ELECTRIC LINE

EX. CHAINLINK FENCE

EX. FENCE

EX. FLOWLINE

EX. CONTOUR

EX. FIRE HYDRANT ASSEMBLY

EX. GAS PIPELINE MARKER

EX. DRAINAGE MANHOLE

PROJECT CONTROL POINT

EX. SANITARY SEWER

EX. STORM SEWER (UNKNOWN SIZE)

PROP. SEWER MANHOLE

PROP. FIRE HYDRANT ASSEMBLY

PROP. CURB BOX INLET

PER O.M.P.C. PI SPECS, EXHIBIT 7-5

PROP. DROP BOX INLET

SLOPED & FLARED HEADWALL

PER O.M.P.C. PI SPECS, EXHIBITS 7-6 & 7-7

PROP. 6" WATER LINE

PROP. REGRADE CONTOUR

LEGEND

APPROX. LIMITS OF FLOODPLAIN ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

APPROX. LIMITS OF FLOODWAY ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

AutoCAD SHX Text

PLM

AutoCAD SHX Text

PLM

AutoCAD SHX Text

PLM

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text 20' P.U.E.

AutoCAD SHX Text 12' P.U.E.

AutoCAD SHX Text

CP #2

AutoCAD SHX Text

CP #1

AutoCAD SHX Text T.R. 394.49 I.I. 387.15 I.O. 387.18

AutoCAD SHX Text

EX. CHAINLINK FENCE

AutoCAD SHX Text S 72°47'46" E 779.08'

AutoCAD SHX Text S 73°00'00" E 501.06'

AutoCAD SHX Text S 17°12'22" W 490.88'

AutoCAD SHX Text S 17°12'22" W 185.64'

AutoCAD SHX Text N 07°14'40" E 57.77'

AutoCAD SHX Text N 02°08'55" E 449.31'

AutoCAD SHX Text

80' R/W (PER P.B. 31, PG. 279)

AutoCAD SHX Text

60' R/W (PER P.B. 31, PG. 279)

AutoCAD SHX Text T.R. 395.16 I.I. 386.75 I.O. 386.65

AutoCAD SHX Text T.R. 394.39 I.I. 386.14 I.O. 386.13

AutoCAD SHX Text

EX. 12" PVC SAN. SEW.

AutoCAD SHX Text

EX. 16" PVC SAN. SEW.

AutoCAD SHX Text 50' B.S.B.L.

AutoCAD SHX Text 12' P.U.E.

AutoCAD SHX Text T.G. 395.04 I.E. 390.94

AutoCAD SHX Text T.G. 394.93 I.E. 390.83

AutoCAD SHX Text T.G. 393.26 I.E. 390.26

AutoCAD SHX Text

EX. PIPE

AutoCAD SHX Text

EX. 18" PVC

AutoCAD SHX Text

EX. 18" PVC

AutoCAD SHX Text

EX. PIPE

AutoCAD SHX Text

REGULATORY FLOODWAY ZONE 'AE' (TYP.)

AutoCAD SHX Text

REGULATORY FLOODWAY ZONE 'AE' (TYP.)

AutoCAD SHX Text 1+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text

PC:4+99.94

AutoCAD SHX Text 5+00

AutoCAD SHX Text

PT:5+86.87

AutoCAD SHX Text 6+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 10+00

AutoCAD SHX Text 0+00.00

AutoCAD SHX Text S

AutoCAD SHX Text

SANITARY LINE 'A'

AutoCAD SHX Text

SANITARY LINE 'A'

AutoCAD SHX Text

SANITARY LINE 'A'

AutoCAD SHX Text

EX. SSMH A-1

AutoCAD SHX Text

SSMH A-2

AutoCAD SHX Text

SSMH A-3

AutoCAD SHX Text

SSMH A-5

AutoCAD SHX Text

CONST. 26 L.F. ~ 12" PVC SDR 35 @ 0.15%

AutoCAD SHX Text

CONST. 104 L.F. ~ 12" PVC SDR 35 @ 0.22%

AutoCAD SHX Text

CONST. 26 L.F. ~ 12" PVC SDR 35 @ 0.22%

AutoCAD SHX Text

INSTALL FIRE HYDRANT ASSEMBLY (TYP.)

AutoCAD SHX Text

INSTALL FIRE HYDRANT ASSEMBLY (TYP.)

AutoCAD SHX Text

CONST. 12" DR18 C900 PVC WATER MAIN PER OMU SPEC'S (TYP. ~ SEE DETAILS)

AutoCAD SHX Text

CONST. PAVED DITCH A @ 0.40% (SEE PAVED DITCH 'A' DETAIL & SECTION D:D)

AutoCAD SHX Text

CONST. 26 L.F. ~ 12" PVC SDR 35 @ 0.15%

AutoCAD SHX Text

STORM LINE AA

AutoCAD SHX Text

AA-2

AutoCAD SHX Text

AA-3

AutoCAD SHX Text

AA-4

AutoCAD SHX Text

AA-1

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

SSMH A-4/B-1

AutoCAD SHX Text

SSMH B-2

AutoCAD SHX Text

CONST. 12" PVC SDR 35 STUB @ 0.22%

AutoCAD SHX Text

PAVED DITCH SLOPE @ 20% BETWEEN PROVIDED GRADES

AutoCAD SHX Text

SANITARY LINE 'B'

AutoCAD SHX Text

EXISTING FLOODWAY (DO NOT DISTURB)

AutoCAD SHX Text

EXISTING FLOODWAY (DO NOT DISTURB)

AutoCAD SHX Text

EXISTING FLOODWAY (DO NOT DISTURB)

AutoCAD SHX Text

CONST. PAVED DITCH A @ 0.40% (SEE PAVED DITCH 'A' DETAIL & SECTION D:D)

AutoCAD SHX Text

STM LINE BB

AutoCAD SHX Text

BB-1

AutoCAD SHX Text

BB-2

AutoCAD SHX Text

CONST. 90 L.F. ~ 20" STEEL CASING.

AutoCAD SHX Text

CONTRACTOR SHALL TIE IN WITH EXISTING 12"WATER MAIN.

AutoCAD SHX Text

CONST. 12" TEE

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text CONTRACTOR SHALL CONSTRUCT 456 L.F. ~ 12" WATERLINE TO TIE IN WITH EXISTING 12" WATER MAIN.

AutoCAD SHX Text F:\Data\2025\25-7152\05_Drawings\PLAN-MSPP.dwg

AutoCAD SHX Text PLOTTED: May 06, 2026 02:06 PM

AutoCAD SHX Text

NORTH

AutoCAD SHX Text S

AutoCAD SHX Text

OHE

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

UGE

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

PLM

AutoCAD SHX Text D

AutoCAD SHX Text

STM

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text 12"W

ROMAN ACRES, LLC

D.B. 1091, PG. 656

ZONED: A-R

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 800, PG. 325

P.B. 34, PG. 93

ZONED: I-1

OWENSBORO DAVIESS COUNTY

REGIONAL AIRPORT

D.B. 698, PG. 915

ZONED: A-R

' B

ER P

ER LI

EASEMENT

.B . 2

7, PG. 1

TRACT 3

10.820 ACRES

AIRPARK COURT

ALTERNATE BID LIMITS

BASE BID LIMITS

K E

O N

K D

E O

R O

, K Y

A S

. B O

O W

O R

O , K

C K

) 6

-2

C iv il E ng in ee rin g La nd S ur ve yi ngW

B R

Y A

N T

Professional Engineer's Seal

O W

SHEET NO:

Y O

F O

R O

O N

O M

, I N

C P.

O B

O X

O W

O R

O , K

Signature

Date

PROJECT NO:

PERMITTING

DOCUMENTS

SCALE:

N S:

N O

C R

O N

25-7152

PLAN DATE:

01-05-2026

C2.03A

1" = 50'

( IN FEET )

GRAPHIC SCALE

1 inch = 50 feet

50 25 50 100 200

C O

R U

O N

N B

N A

R A

MATCHLINE (SEE SHEET C2.04A)

C H

E (S

T C

EX. SEWER MANHOLE

EX. UTILITY POLE

EX. GUY-WIRE

EX. WATER METER

EX. WATER VALVE

EX. GAS LINE

EX. GAS METER

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING GRAVEL

EX. OVERHEAD ELECTRIC LINE

EX. FIBER OPTIC LINE

EX. WATER LINE

EX. UNDERGROUND ELECTRIC LINE

EX. CHAINLINK FENCE

EX. FENCE

EX. FLOWLINE

EX. CONTOUR

EX. FIRE HYDRANT ASSEMBLY

EX. GAS PIPELINE MARKER

EX. DRAINAGE MANHOLE

PROJECT CONTROL POINT

EX. SANITARY SEWER

EX. STORM SEWER (UNKNOWN SIZE)

PROP. SEWER MANHOLE

PROP. FIRE HYDRANT ASSEMBLY

PROP. CURB BOX INLET

PER O.M.P.C. PI SPECS, EXHIBIT 7-5

PROP. DROP BOX INLET

SLOPED & FLARED HEADWALL

PER O.M.P.C. PI SPECS, EXHIBITS 7-6 & 7-7

PROP. 6" WATER LINE

PROP. REGRADE CONTOUR

LEGEND

APPROX. LIMITS OF FLOODPLAIN ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

APPROX. LIMITS OF FLOODWAY ZONE 'AE'

PER F.I.R.M. NO. 21059C0256E

AutoCAD SHX Text N 64°58'22" W 331.22'

AutoCAD SHX Text N 64°44'25" W 305.47'

AutoCAD SHX Text N 07°14'40" E 2,412.31'

AutoCAD SHX Text

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text 13+00

AutoCAD SHX Text 14+00

AutoCAD SHX Text 15+00

AutoCAD SHX Text 15+84.24

AutoCAD SHX Text S

AutoCAD SHX Text

SANITARY LINE 'A'

AutoCAD SHX Text

SANITARY LINE 'A'

AutoCAD SHX Text

SSMH A-6

AutoCAD SHX Text

SSMH A-7

AutoCAD SHX Text D

AutoCAD SHX Text

CONST. 12" DR18 C900 PVC WATER MAIN PER OMU SPEC'S (TYP. ~ SEE DETAILS)

AutoCAD SHX Text

CONST. PAVED DITCH @ 0.40% (SEE PAVED DITCH 'A' DETAIL & SECTION D:D)

AutoCAD SHX Text

CONST. PAVED DITCH B @ 0.40% (SEE PAVED DITCH 'A' DETAIL & SECTION D:D)

AutoCAD SHX Text

INSTALL FIRE HYDRANT ASSEMBLY (TYP.)

AutoCAD SHX Text

INSTALL FIRE HYDRANT ASSEMBLY (TYP.)

AutoCAD SHX Text

STORM LINE FF

AutoCAD SHX Text

STORM LINE CC

AutoCAD SHX Text

CC-2

AutoCAD SHX Text

CC-3

AutoCAD SHX Text

FF-2

AutoCAD SHX Text

CC-1

AutoCAD SHX Text

CC-4

AutoCAD SHX Text

STM LINE DD

AutoCAD SHX Text

STM LINE EE

AutoCAD SHX Text

DD-1

AutoCAD SHX Text

DD-2

AutoCAD SHX Text

EE-1

AutoCAD SHX Text

EE-2

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text F:\Data\2025\25-7152\05_Drawings\PLAN-MSPP.dwg

AutoCAD SHX…

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