7-CO24 Bid Set.pdf

PDF 7 MB Posted Aug 28, 2026

Attached to: Ben Hawes Driving Range Bays
Solicitation number: 4484
Issued by: Daviess County, Kentucky

About this file

Written by GovTribe AI · Sep 29, 2026

This is a bid set document for the City of Owensboro, Kentucky, related to the construction of a 5-bay driving range building at Ben Hawes Golf Course. The project requires a qualified contractor to provide all labor and materials for the construction. The bid set likely contains detailed specifications, drawings, and technical requirements necessary for contractors to prepare competitive proposals. Specific details regarding project timelines, response deadlines, site visit requirements, pre-bid meetings, and anticipated award dates should be contained within the bid documents. The contract term and any renewal options would be defined in the bidding instructions and contract language included in the complete bid package.

Pricing information, any set-asides for minority or women-owned businesses, funding sources, and budget allocations for the Ben Hawes Golf Course driving range project would be specified in the bid documents. Additional details regarding contractor qualifications, insurance requirements, performance bonds, and any other salient contracting conditions necessary for submission and award determination are contained within the complete bid set documentation.

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Other files

File	Type	Posted
3-Sample Payment Bond Form - FINAL.pdf	PDF	Aug 28, 2026
1-Sample Bid Bond Form - FINAL.pdf	PDF	Aug 28, 2026
6-Toptracer Design Pack - Ben Hawes Golf Course.pdf	PDF	Aug 28, 2026
4-Standard General Conditions.pdf	PDF	Aug 28, 2026
9-Toptracer Design Pack - Ben Hawes Golf Course.pdf	PDF	Aug 28, 2026
2-Sample Performance Bond Form - FINAL.pdf	PDF	Aug 28, 2026
12-RFB 4484 - Bid Tabulation.pdf	PDF	Aug 28, 2026
8-New Driving Range Building Plan Sheets and Specifications.pdf	PDF	Aug 28, 2026
5-Sample Agreement Between Owner and Contractor - FINAL.pdf	PDF	Aug 28, 2026
11-RFB 4484 - Addendum 1.pdf	PDF	Aug 28, 2026
10-RFB 4484 - Alternate 2 Plans.pdf	PDF	Aug 28, 2026

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

The building will be post frame 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:

2018 Kentucky Building Code (2015 IBC) KY State Plumbing Law (815 KAR Chapter 20) 2023 National Electrical Code (NFPA 70) 2015 International Mechanical Code 2012 International Energy Conservation Code 2012 International Fire Code

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

1. Throughout the Drawings, where a single product is indicated, the named product establishes the salient features against which equivalent products from other manufacturers are to be evaluated.

2. Features include type, function, dimension, in-service performance, physical properties, appearance, warranty, and other characteristics.

3. Requests for substitutions will be evaluated if received no later than 7 days prior to date of bid opening.

Basis-of-Design Notes:

Color samples - metal roof & wall panels, post stain.

Truss shops.

Light fixtures & fans.

Unit Heater.

Submitals:

Provide Unit Price for one bay. Include all items including: wood framing, concrete slab, lighting, receptacles.

Provide Alternate Price for addition of 3 full bays.

Bidding Notes:

1 2 3 4 5 6 7 8

Pro Shop

Bathrooms

Electrical Room

Refer to Civil for site design scope.

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

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

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

August 2026

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

E101 Electrical Plan

12" = 1'-0"

3D View

1" = 40'-0"1 Site Layout

ME409.08

ME404.36

TC406.75

TC407.56

GN404.35

3 40

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B R Y A N T

Professional Engineer's Seal

O W

SHEET NO:

Y O

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-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

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��KPEJ��HGGV

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

THE PROPOSED BUILDING SHIFTED TO THE NORTH BY 6-FT.

08/21/2025 AMENDED PUBLIC FACILITY PLAN NOTE:

AutoCAD SHX Text

C2.01

NOT TO SCALE

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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

&21&5(7(�6,'(:$/.�'(7$,/

*NOTE:

THICKNESS 4" TYP.

(SEE PLAN FOR OTHER

REQUIREMENTS)

4" COMPACTED DGA

WWF 6x6 W1.4xW1.4 1/2"

4" *

EXPANSION JOINT FILLER

(TYP.)

20'-0"

MARK W/ SCORING

TOOL 3/4" DEEP

(TYP.)JOINT SEALER

AutoCAD SHX Text

A103 4

A103

B 1'

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82' - 6"

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

GFIGFIGFIGFIGFIGFIGFI

Alternate 30' - 0"50' - 0" Base Bid

7777777

6666666

4 4 4Atl. Atl.

Atl. Atl.

Atl.

3 3Atl. Atl.

Atl.

#Floor Plan Key Notes:

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 @ 8' - 0" a.f.f. to center. Provide and install by GC.

Power/Data junction box (weatherproof) by GC for TopTracer monitor. See Toptracer specifications.

Toptracer climate-controlled server rack, by Owner vendor. GC to coordinate requirements with Vendor.

Tee Divider, by Owner.

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

See Civil for sidewalk connection to existing Pro Shop.

Coordinate with Owner security for camera location and requirements. Provide blocking as necessary.

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. Stain color selected by Owner. Minimum 4'-0" embed into ground with concrete casing. Connect with Simpson StrongTie CC Column Cap.

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.

50' - 0" (Base Bid) 30' - 0" Alternate

4" Reinforced concrete slab (wwf 6x6 w1.4xw1.4 in center of slab) over 6-mil polyethylene vapor barrier, 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

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 = C 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

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

August 2026

Foundaiton Plan and Floor Plan

A101

Architect's Project # CO24

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

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

No. Description Date

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.

Alt.

A103

DSDS

987654321

82' - 0"

10' Snow guard. GC verify sidewalk position before installation. Center snow guard on sidewalk.

Add Alternate 30' - 0"

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: Lithonia | FEM LED DC2DC, 4,000 LM, 4K)

Roof System:

1. Prefinished standing-seam metal panel (minimum 26 gauge) (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

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

August 2026

Ceiling Plan and Roof Plan

A102

Architect's Project # CO24

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, refer to floor plan.

2' - 0"

Concrete pad

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

Turn down slab edge

Downspout in 6" PVC hub.

Prefinished metal gutter and downspout.

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

Attach sheathing with 8d common nails at 6" on center at edges and intermediate supports.

Prefinished metal soffit

1x8 wrapped w/ prefinished metal

Prefinished metal wall panels over air/water barrier and 7/16" OSB (provide drip edge)

Switch box, beyond

All weather infrared radiant heater

Metal panel ceiling

6" corrugated pipe to daylight. Provide a minimum of 1'-6" cover.

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.

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

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

August 2026

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

GFCI GFCI GFCI GFCI GFCI GFCI GFCI

987654321

GFI, below server box

4 4 4 4 4 4 4 4

Add Alternate 30' - 0"

5 6 1.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

All work shall be installed per NFPA 70: National Electrical Code.

Furnish and install all hangers and support steel fabrications required for the proper support and seismic bracing of all light fixtures, conduits, equipment, etc.

All work shall be performed in a neat and workmanlike manor and according to good practice.

Contractor responsible for all permits, certificates, and licenses required for the work.

All receptacle outlets shall be mounted at 1'-6" above floor, unless noted otherwise. Provide 20amp 125vac, specification grade. Maximum of (4) receptacles on one 20 amp circuit.

Provide GFCI receptacles as required by code; minimum within 4'-0" of water source.

All light switches shall be mounted with center at 4'-0" above floor. Provide 20amp 125vac, specification grade.

Provide all materials required to properly power all devices and equipment installed. Refer to manufacturer's instructions for devices. All materials used shall be approved by Underwriter's Laboratories.

No exposed wire runs.

Concealed wire runs shall be EMT or MC cable.

Liquid tight flexible metal conduit shall be used for all mechanical equipment connections.

Crimp tight connections shall not be allowed.

Disconnect switches shall be 'Heavy Duty' rated, NEMA 1 or 3R, as required.

Provide all junction boxes as required.

Contractor shall visit the site and be responsible for exact circuit lengths and installation requirements.

Coordinate with other trades to avoid conflict. No claim for costs will be allowed for relocating equipment that interferes with other trades work.

Drawings are diagrammatic and indicate the general arrangement of electrical installation. The exact location and routing of conduit, receptacles, etc., shall be determined in the field.

All penetrations through walls, floors, or roofs, shall be provided with properly sized sleeve and sealed.

Contractor shall size wiring to minimize voltage drop based upon in field routing. Voltage drop shall not exceed 3%.

Provide a 1/2" conduit with pull wire for all data outlets routed above ceiling and capped unless otherwise noted.

Contractor shall provide laminated identification tags for panels and disconnect switches.

Panel board directories shall be typed.

All data wire to be furnished and installed by Owner's low voltage contractor.

Coordinate the location of the mechanical equipment and verify that the branch circuit protection, and wire data is compatible with equipment needs prior to rough-in. Notify the owners representative of any discrepancies prior to rough-in.

Refer to Top Tracer Design Pack.

General Electrical Plan Notes:

Building is to be powered from existing panels in Par 3 building.

Post-mounted climate-controlled server rack provided by TopTracer, and will not be provided by the General Contractor. General contractor is responsible for dedicated duplex power outlet at location.

(1) 1" conduit with pull string and (2) 2" conduit with pull string to above ceiling.

Weatherproof power / data junction box for TopTracer Monitor. See TopTracer specifications. GC to provide 1" conduit with pull string.

GC responsible for conduit pathway from new building to existing electrical panels. GC shall repair and replace all grade and sidewalks removed to match existing.

GC responsible for trench and infill for Owner provided and Owner installed data cable and conduit. Verify path with Owner. GC shall provide conduit in the building footprint.

Electrical Plan Key Notes: #

987654321

A A A A A A A A

AAAAAAAA

A A A A A A A A

333333 3

B B

5 5 5 5

6666666

4 Alternate

Add Alternate 30' - 0"

9 9 9Alternate

Electrical Ceiling Plan Key Notes:

The lights shall be controlled at the breaker in the panels at the Par 3 building. All lights shall be grouped into as few breakers as possible.

The fans shall be controlled at the breaker in the panels at the Par 3 building. All fans shall be grouped into as few breakers as possible.

The heaters shall be controlled at the breaker in the panels at the Par 3 building. All heaters shall be grouped into as few breakers as possible.

Coordinate with TopTracer for exact light location. Light shall be controlled in the same manner as the ceiling lights. Provide all mounting accessories.

Ceiling fan. (Basis of Design: Hunter | Cassius Outdoor 52" | White) Electric radiant heater. (Basis of Design: Infratech | All Weather C-Series

C-3024 SS).

Install mounting box and blocking for security camera. Coordinate with Owner on location. Camera and wire by Owner.

Junction box for Top Tracer A.P. GC to provide box.

Install mounting box for Top Tracer camera. GC to provide box.

New Construction

Rough in for future installation

Duplex Receptacle

Duplex Receptacle -

GFCI

Data Receptacle

Electrical Legend:

Existing Panel "A"

Existing Panel "B"

Existing Panel "C"

Existing Disconnect

400 A 240v

200 A 240v

100 A 240v

Par 3 Lights 50

Driving Range Lights

Receptacle

Par 3 Lights 50

50 Par 3 Lights

60 Electric Heaters

60Electric Heaters

20Ceiling Fans

20 Receptacle 20Receptacle

20 20Televisions

20 Lights 20Lights

Top Tracer

Par 3 Lights 50

Fountain

Water Heater

Par 3 Lights 50

20Pro Irrigation

20 Hand Dryer 20Hand Dryer

20Water Heater

Not Labeled 20

Not Labeled

Bathroom Heater

Par 3 Lights 30

20Not Labeled

20 Not Labeled 20Bathroom Heater

20Washer

20 Not Labeled

C I V I L

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

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

August 2026

Electrical Plan

E101

Architect's Project # CO24

3/16" = 1'-0"1 Electrical Plan

3/16" = 1'-0"2 Electrical Ceiling Plan

Lighting Fixture Schedule Tag Count Description Series Manufacturer Model Comments

A 24 LED Panel 1'-0" x 4'-0" Lithonia FEM LED DC2DC, 4,000 LM, 4K Contractor Select

B 3 Flood Light Surface Mounted Lithonia ESXF5 ALO SWW2 XVOLT YS DDB Contractor Select

No. Description Date

12" = 1'-0"

Electrical Panel Diagram

Electrical Panel A

Electrical Panel B

Electrical Panel C

Electrical Light Pole Base

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 Sep 29, 2026.