6-RFB 4475 - Plans.pdf

PDF 3 MB Posted May 13, 2026

Attached to: Ben Hawes Driving Range Bays
Solicitation number: 4475
Issued by: Daviess County, Kentucky

About this file

Written by GovTribe AI · May 15, 2026

This file consists of architectural and civil engineering plans prepared for the City of Owensboro, Kentucky, for the construction of a new 5-bay driving range building at Ben Hawes Golf Course located at 400 Booth Field Road. The project involves construction of a pole barn structure with engineered wood trusses, concrete foundations, and slab on grade. The building will function as an open-air shelter with no walls and electricity only, measuring approximately 2,193 square feet with a base bid dimension of 60 feet by 20 feet, with an alternate bid option for additional 20-foot extension. The structure is classified as Group A-3 (Recreation) occupancy with combustible, unprotected construction type (VB), requiring two exits for occupancy loads of 49 or more persons. The project includes concrete pad with specifications of 4,000 P.S.I. finish, prefinished metal panel roof and ceiling systems, engineered wood trusses at 24-inch spacing, metal gutters and downspouts, interior radiant heaters, ceiling fans, and LED lighting. Site improvements include construction of 112 linear feet of 7-foot-wide sidewalk with maximum 4.1% running slope, 175 linear feet of 4-inch sanitary sewer lateral with traffic-rated cleanouts, and a drainage swale around the building perimeter. The plans note that certain equipment including ball dispensers, ball washers, tee dividers, turf pads, and tees will be provided by the owner.

The project must comply with the 2018 Kentucky Building Code (based on 2015 IBC), 2017 National Electrical Code, 2015 International Mechanical Code, 2012 International Energy Conservation Code, 2012 International Fire Code, and applicable Kentucky state plumbing law. Design loads include dead load of 15 PSF and live load of 20 PSF for roof, 125 PSF for floor slabs, ground snow load of 15 PSF, design wind speed of 115 mph with seismic design category E, and response modification factor of 1.5 for timber frame construction. The contractor is responsible for obtaining all necessary permits from the Kentucky Division of Water, Army Corps of Engineers, and all governing agencies; installing and maintaining silt fence and erosion control measures; replacing or repairing any damaged existing infrastructure; and ensuring compliance with ADA accessibility requirements. Construction must follow Owensboro Metropolitan Public Improvement Specifications, with the contractor required to notify the City Engineer's Office prior to beginning work and maintaining routine maintenance of erosion control items until permanent ground cover is established or the development reaches 75% completion. All disturbed areas inactive for more than 21 days must be stabilized within 14 days using seeding, sodding, mulching, or equivalent measures.

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Project involves the construction of a new stand alone driving range building.

The building will be pole barn construction with engineered wood trusses, and concrete foundations and slab. It will be an open air shelter with no walls, and will have electricity only.

Project Summary Scope of Work: Applicable Code

Building Code:

Plumbing Code:

Electrical Code:

Mechanical Code:

Energy Code:

Fire Code:

Sprinkler Code:

Fire Alarm Code:

2018 Kentucky Building Code (2015 IBC) KY State Plumbing Law (815 KAR Chapter 20) 2017 National Electrical Code (NFPA 70) 2015 International Mechanical Code 2012 International Energy Conservation Code 2012 International Fire Code

2010 NFPA 13

2010 NFPA 72

Occupancy Classification: A-3 | Recreation (Golf Driving Range)

Construction Type:

Code Summary

VB (combustible, unprotected)

Building Elements - Fire Resistive Requirements:

Building elements, including structural frame, floors, and roof are permitted to be of combustible, unprotected, non-rated construction.

Exterior walls are not required to be of rated construction, being greater than 30 feet fire separation distance.

Incidental Use Separations: Incidental Use areas are not provided.

303.4

602.5 T601

T601

T602

T509

Number of Exits:

(Spaces)

Two (2) exist are required for any space having an occupancy load of 49 or more.

1006.2.1 T1006.2.1

Fire Alarm System: Manual fire alarm box is not required in Group A occupancies with occupant load in a 1 story building of less than 300.

907.2.1

Exercise Area: 50 gross

2,193sf / 50 = 44 occupants

T1004.1.2

Allowable Area for B Occupancy:

Allowable Height for B Occupancy:

1 stories and 40 feet 1 story and 13'-0" Actual

T504.3

Tabular Area: 6,000 sf

Total Actual Area: 2,193 sf

T506.2 506.3

T504.4

Occupancy Load:

Fire Suppression: Not Required. 903.2.1.3

S H E E T I N D E X

2625 Frederica Street, Owensboro Kentucky 42301

C I V I L

A R C H I T E C T U R A L

Design Coordination Drawing Not for Construction

Drawings were created in, and are to be reproduced in color.

New Driving Range Building 400 Booth Field Road | Owensboro, Kentucky 42301

June 2025

Architect's Project # CO24

G000 Cover / Code Summary

C1.01 Site Plan / Public Facility Plan C2.01 Details

A101 Foundaiton Plan and Floor Plan A102 Ceiling Plan and Roof Plan A103 Building Elevations and Sections

12" = 1'-0"

3D View

A103 4

A103

B 1'

987654321

82' - 6"

10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"

GFIGFIGFIGFIGFIGFIGFI

20' - 0" Add Alternate60' - 0" Base Bid

9999999

8888888

4 4 4Atl. Atl.

Atl. Atl.

Atl.

3 3Atl. Atl.

#Floor Plan Key Notes:

10.

Fire extinguisher mounted on post.

4" 4,000 P.S.I. concrete (smooth finish) with 6x6-W1.4xW1.4 welded wire fabric, over 6" compacted DGA, over clean, dry compacted subbase at 95% proctor. Provide control joints at 10'-0" O.C. maximum. Contractor to seal concrete.

Full motion tv wall mount bracket w/ articulating arm for ball tracking system.

Power/Data juntion box (weatherproof) for Toptracer monitor. See Toptracer specifications.

Toptracer climate-controlled server rack.

Ball Dispenser.

Ball Washer.

Tee Divider, by Owner.

5' x 8' Turf Pad and Tee, by Owner.

See Civil for sidewalk connection to existing Pro Shop.

General Floor Plan Notes:

All dimensions on floor plans are from face of finish gypsum board, face of masonry, face of concrete or centerline of columns unless noted otherwise.

Provide 6x6 treated posts. Minimum 4'-0" embed into ground with concrete casing.

Provide metal strap diagonal bracing in walls at corners full bay width.

987654321

10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"

2' - 0" ⌀ x 3' - 0" deep on 10" deep concrete pad, see 6/A102

60' - 0" (Base Bid) 20' - 0" (Alternate Bid)

Reinforced concrete slab over 6-mil polyethylene vapor barrier, over 1" rigid insulation board, over compacted DGA, over undistributed soil with EPA approved soil insect treatment.

Provide turn-down at slab edge at perimeter, unless noted otherwise.

Sawn control joint, typical (1" deep)

Roof Loads:

Dead Load = 15 psf Live Load = 20 psf

Floor Loads:

Slabs = 125 psf

Seismic:

Resisting Frame System = Timber Frame Seismic Design Category = E Response Modification Factor (R) = 1.5 Seismic Response Coefficient (Cs) = 0.38 Base Shear = 35.7k Design Procedure = Equal Lateral Force Risk Category: I

Wind:

Design Wind Speed = 115 mph Importance Factor = 1.0 Wind Exposure = B Internal Pressure Coefficient = 0.18

Snow:

Ground Snow Load = 15 psf Snow Exposure (Ce) = 1.0 Snow Importance (Is) = 1.0 Thermal Factor (Ct) = 1.0 Sloped Roof Snow Load = 11 psf Rain on Surcharge = 5 psf

Structure Load Notes:

C I V I L

2625 Frederica Street, Suite 2B | Owensboro, KY 42301 Office | 270-663-1256

Design Coordination Drawing

Not for Construction

Drawings were created in, and are to be reproduced in color.

Ben Hawes Golf Course New Driving Range Building

400 Booth Field Road | Owensboro, Kentucky 42301

June 2025

Foundaiton Plan and Floor Plan

A101

Architect's Project # CO24

3/16" = 1'-0"1 First Floor Plan

No. Description Date

3/16" = 1'-0"2 Foundation Plan

A103

987654321

108' - 0"

112' - 0 7/8"

3 3 3 3 3 3 3 3

Camera 1 Camera 2 if alternate accepted

Camera 2

Alt.

Alt.Alt.

Alt.

4 4 4 4 4 4

5 5 5 5 5 5 5 5

Alt. Alt.

Alt.Alt.

Alt. Alt.

A103

DSDS

987654321

82' - 0"

7' Snow guard. GC veirfy sidwalk position before installation.

Add Alternate 21' - 2 3/4"

Reflected Ceiling Plan Key Notes:

Prefinished metal panel ceiling.

Ceiling fan. (Basis of Design: Hunter | Cassius Outdoor 52" | White) Electric radiant heater. (Basis of Design: Infratech | All Weather C-Series C-3024 SS) Flat screen TV, by Owner.

1x4 LED light. (Basis of Design: ______)

Roof System:

1. Prefinished metal panel roof (full length panels) over roofing underlayment and 5/8" sheathing and engineered wood trusses.

2. Minimum Gutter Size: 5" x 5"

3. Minimum DS Size: 3" x 4"

C I V I L

2625 Frederica Street, Suite 2B | Owensboro, KY 42301 Office | 270-663-1256

Design Coordination Drawing

Not for Construction

Drawings were created in, and are to be reproduced in color.

Ben Hawes Golf Course New Driving Range Building

400 Booth Field Road | Owensboro, Kentucky 42301

June 2025

Ceiling Plan and Roof Plan

A102

Architect's Project # CO24

No. Description Date

3/16" = 1'-0"1 Ceiling / Lighting Plan

3/16" = 1'-0"2 Roof Plan

Level 1 100' - 0"

Truss Brg 1 108' - 0"

B A

Truss Brg 2 110' - 8"

Level 1 100' - 0"

Truss Brg 1 108' - 0"

A103

987654321

Truss Brg 2 110' - 8"

Level 1 100' - 0"

Truss Brg 1 108' - 0"

A103

9 8 7 6 5 4 3 2 1

Truss Brg 2 110' - 8"

Level 1 100' - 0"

Truss Brg 1 108' - 0"

Truss Brg 2 110' - 8"

Level 1 100' - 0"

Truss Brg 1 108' - 0"

A103

8' - 0" 16' - 6"

2" / 12"

Truss Brg 2 110' - 8"

112' - 0 7/8"

Level 1 100' - 0"

Truss Brg 1 108' - 0"

Reinforced concrete slab over 6-mil polyethylene vapor barrier, over 1" rigid insulation board, over compacted DGA, over undistributed soil with EPA approved soil insect treatment.

2' - 0"

Concrete pad

(2) #4 bars 1'-6" long through bottom of post

Turn down slab edge

DS in hub to daylight

Prefinished metal gutter and downspout.

Prefinished standing seam metal roof over roofing underlayment and 5/8" sheathing and engineered wood trusses @ 24" o.c.

Prefinished vented soffit

1x8 wrapped w/ prefinished metal

Prefinished metal wall panels over air/water barrier and wood framing (provide drip edge)

Switch box, beyond

All weather infrared radinant heater

Metal panel ceiling

Prefinished metal wall panels. Color TBD.

Prefinished standing seam metal roof. Color TBD.

Prefinished metal trim. Color to match roof.

Prefinished metal panel ceiling. Color TBD.

Prefinished metal gutter and downspouts. Color TBD.

Wood columns and beam. Stain.

Ball dispenser and washer, by Owner.

Tee divider, by Owner.

Weatherproof power/junction box, per Toptracer specifications.

#Elevation Key Notes:

C I V I L

2625 Frederica Street, Suite 2B | Owensboro, KY 42301 Office | 270-663-1256

Design Coordination Drawing

Not for Construction

Drawings were created in, and are to be reproduced in color.

Ben Hawes Golf Course New Driving Range Building

400 Booth Field Road | Owensboro, Kentucky 42301

June 2025

Building Elevations and Sections

A103

Architect's Project # CO24

3/16" = 1'-0"4 Building Elevation - West

3/16" = 1'-0"1 Building Elevation - South

3/16" = 1'-0"3 Building Elevation - North

3/16" = 1'-0"2 Building Elevation - East

3/16" = 1'-0"5 Section 1 3/4" = 1'-0"6 Section Detail

No. Description Date

ME409.08

ME404.36

TC404.53

TC406.75

TC407.56

GN404.35

3 40

H A

C O

U R

R A

N G

E B

G B

O O

R O

A D

O W

O R

O , K

F R

O . B

O X

R O

, K

K Y

) 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 X

R O

, K

K Y

-9

Signature

Date

PROJECT NO:

PERMITTING

DOCUMENTS

SCALE:

N S:

N O

C R

O N

24-6997

PLAN DATE:

03-04-2025

C F

A C

A N

C1.01

1" = 20'

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. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL

APPROPRIATE PERMITS FROM THE KENTUCKY DIVISION OF WATER

AND/OR ARMY CORPS OF ENGINEERS.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL

APPROPRIATE PERMITS FROM ALL THE GOVERNING AGENCIES

THAT HAVE JURISDICTION OVER THE AREA WHERE THE WORK IS

PROPOSED TO BE DONE.

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

PROPOSED TO BE PERFORMED IN THE PROPOSED DEVELOPMENT.

6. 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.

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

8. 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.

9. 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.

10. 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.

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

TO DISCHARGE INTO WATERS OF THE COMMONWEALTH.

12. 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.

13. 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.

14. 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.

15. 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.

16. 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.

17. 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.

18. ALL RAMPS, SIDEWALKS AND APRONS SHALL BE COMPLIANT WITH

THE MOST CURRENT DEPARTMENT OF JUSTICE ADA

REQUIREMENTS (ADA STANDARDS FOR ACCESSIBLE DESIGN, CODE

OF FEDERAL REGULATIONS, CURRENT EDITION).

19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE

SIDEWALKS, CURBS, GUTTERS, AND/OR DRIVEWAY ENTRANCE

APRONS DAMAGED DURING CONSTRUCTION OF THEIR PROJECT.

20. EXISTING ROADWAYS DAMAGED DURING CONSTRUCTION SHALL BE

REPAIRED TO A CONDITION THAT IS EQUAL TO OR EXCEEDS

CURRENT CONDITIONS BY THE CONTRACTOR.

21. NO ENCROACHMENTS WILL BE ALLOWED UPON DEDICATED

EASEMENTS SHOWN ON PLAN SET.

22. EXISTING ROADWAY, PARKING LOT, DRIVING RANGE DAMAGED

DURING CONSTRUCTION SHALL BE REPAIRED TO A CONDITION

THAT IS EQUAL TO EXCEEDS CURRENT CONDITIONS BY THE

CONTRACTOR.

23. DISCHARGE FROM ALL SITE DOWNSPOUTS SHALL BE DIRECTED TO

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

DETENTION BASIN.

24. 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.

25. THE 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.

26. THE SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD

HAZARD AREA OR FLOODWAY PER F.I.R.M. NO. 21059C0116E,

EFFECTIVE JULY 31, 2024.

VICINITY MAP

SITE

ENGINEERING DEPT

APPROVED BY

Date:

Signature:

MATCH EXISTING ELEV.

REGRADE CONTOUR

SHEET FLOW DIRECTION

ME452.06

FINISH FLOOR ELEV.

TOP OF CONCRETE ELEV.TC445.00

GROUND ELEV.GN450.50

FFE

( IN FEET )

GRAPHIC SCALE

1 inch = 20 feet

20 10 20 40 80

LEGEND

EX. SEWER MANHOLE

EX. LIGHT POLE

EX. WATER METER

EXISTING CONCRETE

EX. CONTOUR

PROJECT CONTROL POINT

EX. SANITARY SEWER

EX. ELECTRIC METER

PROJECT CONTROL POINTS:

DESCRIPTION

ALL PROJECT CONTROL POINTS ARE NAD 83 (2011), KY SOUTH, GEOID ~ 12b

1 1/2" REBAR, 18" IN LENGTH, SET W/ CAP, BEI CONTROL PT

2,175,965.39

NORTHING EASTING ELEV.

1,226,454.43 408.82

2,175,977.88 1,226,477.42 408.87MAG NAIL SET IN ASPHALT

EX. GAS LINE

EX. UTILITY POLE

EX. GUY-WIRE

EX. TREE / LANDSCAPING

EX. GAS METER

EX. SEWER CLEANOUT

EX. TELEPHONE PEDESTAL

SILT FENCE

AutoCAD SHX Text

FFE404.83

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

EX. LIGHTPOLE (TYP.)

AutoCAD SHX Text

EX. CONC. SIDEWALK

AutoCAD SHX Text

EX. BUILDING ±100 SQ. FT.

AutoCAD SHX Text

EX. BUILDING ±340 SQ. FT.

AutoCAD SHX Text

EX. CONC. GOLF PAD

AutoCAD SHX Text

EX. SSMH T.R. 405.19 I.I. 401.65 I.O. 401.64(4")

AutoCAD SHX Text

4" SANITARY SEWER LINE

AutoCAD SHX Text

4" SANITARY SEWER LINE

AutoCAD SHX Text

EX. DBI T.G. 402.13 INV. 397.03

AutoCAD SHX Text

PROP. 2145 S.F. DRIVING RANGE BLDG FFE 404.85

AutoCAD SHX Text 26'

AutoCAD SHX Text 82.5'

AutoCAD SHX Text

(TO BE REMOVED BY OWNER)

AutoCAD SHX Text

CONST. A 7-FT WIDE SIDEWALK

AutoCAD SHX Text IV ±399.44BASED ON STRAIGHT LINE GRADE BETWEEN EX. MHs

AutoCAD SHX Text

(TO BE REMOVED)

AutoCAD SHX Text CONST. 175-FT OF 4" SAN. LATERAL FROM EX. MH WITH TRAFFIC RATED CLEANOUTS AT ALL CHANGE IN DIRECTIONS / THE CONTRACTOR TO FIELD DETERMINE EXACT ROUTE, 5' MIN. SEPARATION FROM PROP. BLDG, 18" MIN. COVER, AND 1% MIN. GRADE. FIELD VERIFY DOWNSTREAM TIE-IN PRIOR TO CONST.

AutoCAD SHX Text EX. IRRIGATION SYSTEM IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS EX. IRRIGATION LINES, HE SHALL COORDINATE RELOCATIONS WITH THE OWNER.

AutoCAD SHX Text

EX. SIDEWALK

AutoCAD SHX Text

EX. TEL. PED.

AutoCAD SHX Text

EX. CONDUIT

AutoCAD SHX Text

EX. UTP

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text CONST. ±112-FT OF 7-FT WIDESIDEWALK MAXIMUM RUNNING SLOPE SHALL BE LESS THAN 5%. THE WALK AS SHOWN IS GRADED TO A 4.1% GRADE. ALL SIDEWALKS TO BE CONST. IN COMPLIANCE WITH THE PI SPECIFICATIONS.

AutoCAD SHX Text

(TO BE RELOCATED)

AutoCAD SHX Text

CONST. A SWALE TO PROVIDE POSITIVE DRAINAGE AROUND THE PROP. BLDG.

AutoCAD SHX Text

PROP. LOCATION FOR LIGHT POLE

AutoCAD SHX Text 10.4'

AutoCAD SHX Text 8.3'

AutoCAD SHX Text F:\Data\2024\24-6997\05_Drawings\Amended Plan.dwg

AutoCAD SHX Text PLOTTED: August 12, 2025 10:37 AM

AutoCAD SHX Text

NORTH

AutoCAD SHX Text City of Owensboro

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

BEN HAWES STATE PARK RD A

AutoCAD SHX Text

WILLETT RD

AutoCAD SHX Text

IC-8042C

AutoCAD SHX Text

WILLETT RD

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

Sheets: A101 - Foundaiton Plan and Floor Plan

Sheets: A102 - Ceiling Plan and Roof Plan

Sheets: A103 - Building Elevations and Sections

Sheets: G000 - Cover / Code Summary

File details come from the government source that posted it. Updated May 15, 2026.