COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-134-26

FOR: Fitness Center Renovation Lake Barkley State Resort Park Department of Parks Cadiz, Kentucky

DATE: November 26, 2025

RFB-785-2600000228

ADDENDUM NO. One (1)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to attached addendum for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-134-26 For: Fitness Center Renovation Lake Barkley State Resort Park Department of Parks Cadiz, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration

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T000-LASTNAME-

INT

INDIANA | ILLINOIS | KENTUCKY | OHIO

haferdesign.com

ADDENDUM

Project: CBR6 -Lake Barkley Fitness Center Addendum No.: 001

3500 State Park Road

Cadiz, KY Date: November 24, 2025

Owner: Commonwealth of Kentucky Project Number: 2410-314

Contract for: All Disciplines

The original specifications and drawings dated September 19, 2025 for the project noted above are amended as noted in this Addendum Number 001. Receipt of this addendum and any subsequent addenda must be acknowledged on the final bid documents.

Specifications

1-1 Remove original Spec Section 088000 and replace Spec Section 088000 with the revised section attached below.

1-2 Revise subparagraph 2.1.A for specification section 238126 – SPLIT SYSTEM AIR CONDITIONERS: Add York/JCI as an approved manufacturer.

Civil

1-3 A-C1.0 SITE DEMOLITION PLAN

a. Addition of existing gate to be removed and reinstalled.

1-4 A-C2.0 SITE DEVELOPMENT PLAN

a. Addition of existing gate to be reinstalled.

1-5 A-C5.0 SITE EDETAILS

a. Addition of shear dowels on details 2, 3 & 4

Architectural 1-6 Revise sheet A-A2.1 as indicated in attached drawing.

Q&A 1-7 Q: Do all existing floor finishes need to be removed where new floor finishes are indicated.

A: Where new floor finish is indicated, contractor is responsible for removal of all existing floor finishes as required to install new.

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1-8 Q: Sheet A-ID1.2 shows mirrors in weight room addition 121 & cardiovascular equipment 120. We are not shown details or sections of these rooms to estimate how many of what sized mirrors are needed for these rooms. Please advise.

A: Mirror length is as shown A-ID1.2. New mirrors height to match existing adjacent mirror height.

Contractor to verify on site.

1-9 Q: We are not given a glass type, what kind of low-e and/or tint is required for exterior glazing on this project?

A:See revised Specification 088000 as noted above.

1-10 Q: Note 18 on sheet A-D1.1 references a right-hand storefront door and frame that are to be salvaged and reused. On sheet A-A2.1, door 116 has note 6 referencing reusing a storefront door and frame from demolition. This door is drawn on a whole other side of the frame and is shown to be a left-hand door.

Please advise.

A: See revised Sheet A-A2.1 as noted above.

1-11 Q: RE: Plan Elev. 7/A-A11.1 & 11/A-A11.2; Will wall tile be required behind lockers?

A: Tile is not required behind the lockers.

1-12 Q: RE: Finish Schedule A-ID1.1 & Finish Plan A-ID1.2; Please verify flooring finish at room 104 Corridor; CT-

04 as per finish schedule (not recommended for floors) or CT01/Exist as per finish plan.

A: Tile on floor to be CT01 per floor plan.

1-13 Q: Is any of the existing ceramic floor tile installed over recessed slabs?

A: This is an unknown condition. We have assumed an existing mud bed in showers only and tile on slab in the remainder of the locker rooms.

1-14 Q: RE: Wet Sauna / Steam Room Tile Installation; In addition to the provided plan detail 5/A-ID1.1 & room finish schedule comment #2 regarding tile installation, can TCNA SR613-25 and/or TCNA SR614-25 installation recommendations be added to specifications section 093000-Tiling? Tiled steam rooms require very specialized installation systems as to avoid any potential moisture issues. Attached are the TCNA recommendations for review.

A: TCNA SR614-25 should be followed for the steam room as it is assumed the walls are of steel stud construction. If existing conditions warrant TCNA SR613-25 should also be followed.

1-15 Q: RE: Specifications Section 09300-Tiling, Item Setting Materials Item 2.3.B; The only setting product listed for all applications is epoxy adhesive & mortar. Epoxy adhesive has a much higher price point than latex-based mortars. Also, it is not typically recommended for large format tile installations due to it’s thinner consistency. Can a high-performance latex-based mortar be considered? Such as Laticrete’s Multimax Lite? (see attached product data)

A: Laticrete’s Multimax Lite or equal is an acceptable setting material in lieu of epoxy.

1-16 Q: RE: Restroom elevations on plan sheets A-A11.1 & A-A11.2, Tile Base Detail 1/A-ID1.1 and base tile note on Wet Sauna Tile detail 5/A-ID1.1; Please clarify the desired base for restrooms, shower stalls and steam room applications. Tile base as per elevations & wet sauna detail or Schluter base as per 1/A-ID1.1?

A: In the wet sauna, due to the harsher environment, use ceramic tile cove base to match the floor, in all other areas use Dilex AHK where the floor and wall meet.

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Attachments: Specifications: 088000, 238126, A-A2.1, A-C1.0, A-C2.0, A-C5.0

By: Cameron Gibson, Clay Ellerbrook, Stephen Kirk

CC:

1-17 Q: In both the Men's (113) and Women's (115) bathrooms could you please clarify the extent of the wall tile where the lockers are located.

A: Tile is not required behind the lockers.

1-18 Q: Demolition note 22 on page A-D1.1 shows the ledge the lockers are sitting on being removed in the women's restroom only, is this correct?

A: The lockers are relocated in the women’s restroom and a new ledge is required for new location of lockers. The lockers in the men’s room remain. Face of toe kick/ledge at lockers to receive tile.

1-19 Q: In both the Men's and Women's bathrooms, pages A-A11.1 & A-A11.2 it shows one row of CT-02 and a

CT-01 base below the sink, please clarify.

A: Tile the wall below the vanity counter. Tiles continue up behind vanity shroud.

1-20 Q: Can you clarify the locations where Dilex AHK is being used?

A: In the wet sauna, due to the harsher environment, use ceramic tile cove base to match the floor in all other areas use Dilex AHK where the floor and wall meet.

1-21 Q: Is there a tile base in all the bathrooms and Wet Sauna, or is it wall tile meeting floor tile only?

A: In the wet sauna, due to the harsher environment, use ceramic tile cove base to match the floor in all other areas use Dilex AHK where the floor and wall meet.

1-22 Q: In Corridor 104 the Finish Schedule calls for CT-04 a 4"x4" ceramic tile, is this correct?

A: Tile on floor to be CT01 per floor plan.

1-23 Q: Is the intent to still use large format tile around the floor drains and shower drains in the bathrooms?

A: Per Finish Plan Note 8 on A-ID1.2, cut tile to slope to drains in showers.

Lake Barkley Hafer Project No. 2410-314 Fitness Center Renovation Cadiz, KY 42211

GLAZING 088000/1 of 9

SECTION 088000 - GLAZING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

B. SECTION 12300, ALTERNATES

1.2 SUMMARY

A. This Section includes glazing for the following products and applications, including those specified in other Sections where glazing requirements are specified by reference to this Section:

1. Doors.

2. Glazed entrances.

1.3 DEFINITIONS

A. Manufacturers of Glass Products: Firms that produce primary glass, fabricated glass, or both, as defined in referenced glazing publications.

B. Glass Thicknesses: Indicated by thickness designations in millimeters according to

ASTM C 1036.

C. Interspace: Space between lites of an insulating-glass unit that contains dehydrated air or a specified gas.

D. Deterioration of Insulating Glass: Failure of hermetic seal under normal use that is attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning insulating glass contrary to manufacturer's written instructions.

Evidence of failure is the obstruction of vision by dust, moisture, or film on interior surfaces of glass.

1.4 PERFORMANCE REQUIREMENTS

A. General: Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction.

B. Glass Design: Glass thickness designations indicated are minimums and are for detailing only.

Confirm glass thicknesses by analyzing Project loads and in-service conditions. Provide glass lites in the thickness designations indicated for various size openings, but not less than thicknesses and in strengths (annealed or heat treated) required to meet or exceed the following criteria:

GLAZING 088000/2 of 9

1. Glass Thicknesses: Select minimum glass thicknesses to comply with ASTM E 1300, according to the following requirements:

a. Specified Design Wind Loads: As indicated, but not less than wind loads applicable to Project as required by ASCE 7 "Minimum Design Loads for Buildings and Other Structures" : Section 6.0 "Wind Loads."

b. Probability of Breakage for Vertical Glazing: 8 lites per 1000 for lites set vertically or not more than 15 degrees off vertical and under wind action.

1) Load Duration: 60 seconds or less.

c. Maximum Lateral Deflection: For the following types of glass supported on all 4 edges, provide thickness required that limits center deflection at design wind pressure to 1/50 times the short side length or 1 inch (25 mm), whichever is less.

1) For monolithic-glass lites heat treated to resist wind loads.

2) For insulating glass.

d. Minimum Glass Thickness for Exterior Lites: Not less than 6.0 mm.

e. Thickness of Tinted and Heat-Absorbing Glass: Provide the same thickness for each tint color indicated throughout Project.

C. Thermal Movements: Provide glazing that allows for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures acting on glass framing members and glazing components. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces.

D. Thermal and Optical Performance Properties: Provide glass with performance properties specified based on manufacturer's published test data, as determined according to procedures indicated below:

1. For insulating-glass units, properties are based on units of thickness indicated for overall unit and for each lite.

2. Center-of-Glass Values: Based on using LBL-44789 WINDOW 5.0 computer program for the following methodologies:

a. U-Factors: NFRC 100 expressed as Btu/ sq. ft. x h x deg F (W/sq. m x K).

b. Solar Heat Gain Coefficient: NFRC 200.

c. Solar Optical Properties: NFRC 300.

1.5 SUBMITTALS

A. Product Data: For each glass product and glazing material indicated.

B. Samples: For the following products, in the form of 12-inch- (300-mm-) square Samples for glass.

1. Tinted glass.

2. Insulating glass for each designation indicated.

GLAZING 088000/3 of 9

C. Product Certificates: Signed by manufacturers of glass and glazing products certifying that products furnished comply with requirements.

D. Qualification Data: For installers.

E. Product Test Reports: For each of the following types of glazing products:

1. Insulating glass.

2. Glazing gaskets.

F. Warranties: Special warranties specified in this Section.

1.6 QUALITY ASSURANCE

A. Installer Qualifications: An experienced installer who has completed glazing similar in material, design, and extent to that indicated for this Project; whose work has resulted in glass installations with a record of successful in-service performance; and who employs glass installers for this Project who are certified under the National Glass Association's Certified Glass Installer Program.

B. Source Limitations for Glazing Accessories: Obtain glazing accessories through one source from a single manufacturer for each product and installation method indicated.

C. Glass Product Testing: Obtain glass test results for product test reports in "Submittals" Article from a qualified testing agency based on testing glass products.

1. Glass Testing Agency Qualifications: An independent testing agency with the experience and capability to conduct the testing indicated, as documented according to ASTM E 548.

D. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards.

1. GANA Publications: GANA's "Glazing Manual."

2. IGMA Publication for Insulating Glass: SIGMA TM-3000, "Glazing Guidelines for Sealed

Insulating Glass Units."

E. Insulating-Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of the following testing and inspecting agency:

1. Insulating Glass Certification Council.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Protect glazing materials according to manufacturer's written instructions and as needed to prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun, or other causes.

1.8 PROJECT CONDITIONS

GLAZING 088000/4 of 9

A. Environmental Limitations: Do not proceed with glazing when ambient and substrate temperature conditions are outside limits permitted by glazing material manufacturers and when glazing channel substrates are wet from rain, frost, condensation, or other causes.

1.9 WARRANTY

A. Manufacturer's Special Warranty on Insulating Glass: Manufacturer's standard form, made out to Owner and signed by insulating-glass manufacturer agreeing to replace insulating-glass units that deteriorate as defined in "Definitions" Article, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below.

1. Warranty Period: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:

1. Basis of Design Product: The design for each glazing product is based on the product named. Subject to compliance with requirements, provide either the named product or a comparable product by one of the other manufacturers listed.

2.2 GLASS PRODUCTS

A. Annealed Float Glass: ASTM C 1036, Type I (transparent flat glass), Quality-Q3; of class indicated.

B. Heat-Treated Float Glass: ASTM C 1048; Type I (transparent flat glass); Quality-Q3; of class, kind, and condition indicated.

1. Fabrication Process: By horizontal (roller-hearth) process with roll-wave distortion parallel to bottom edge of glass as installed, unless otherwise indicated.

2. Provide Kind HS (heat-strengthened) float glass in place of annealed float glass where needed to resist thermal stresses induced by differential shading of individual glass lites and to comply with glass design requirements specified in Part 1 "Performance Requirements" Article.

3. For uncoated glass, comply with requirements for Condition A.

4. For coated vision glass, comply with requirements for Condition C (other uncoated glass).

5. Provide Kind FT (fully tempered) float glass in place of annealed or Kind HS (heat-strengthened) float glass where safety glass is indicated.

C. Insulating-Glass Units, General: Factory-assembled units consisting of sealed lites of glass separated by a dehydrated interspace, and complying with ASTM E 774 for Class CBA units and with requirements specified in this Article and in Part 2 "Insulating-Glass Units" Article.

1. Provide Kind HS (heat-strengthened) float glass in place of annealed glass where needed to resist thermal stresses induced by differential shading of individual glass lites and to

GLAZING 088000/5 of 9 comply with glass design requirements specified in Part 1 "Performance Requirements" Article.

2. Provide Kind FT (fully tempered) glass lites where safety glass is indicated.

3. Overall Unit Thickness and Thickness of Each Lite: Dimensions indicated for insulating-glass units are nominal and the overall thicknesses of units are measured perpendicularly from outer surfaces of glass lites at unit's edge.

4. Sealing System: Dual seal, with primary and secondary sealants as follows:

a. Manufacturer's standard sealants.

5. Spacer Specifications: Manufacturer's standard spacer material and construction.

a. Corner Construction: Manufacturer's standard corner construction.

2.3 GLAZING GASKETS

A. Soft Compression Gaskets: Extruded or molded, closed-cell, integral-skinned gaskets of material indicated below; complying with ASTM C 509, Type II, black; and of profile and hardness required to maintain watertight seal:

1. Neoprene.

2. EPDM.

3. Silicone.

4. Thermoplastic polyolefin rubber.

5. Any material indicated above.

2.4 MISCELLANEOUS GLAZING MATERIALS

A. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation.

B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer.

C. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or minus 5.

D. Spacers: Elastomeric blocks or continuous extrusions with a Shore, Type A durometer hardness required by glass manufacturer to maintain glass lites in place for installation indicated.

E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking).

2.5 FABRICATION OF GLAZING UNITS

A. Fabricate glazing units in sizes required to glaze openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product manufacturer and referenced glazing publications, to comply with system performance requirements.

GLAZING 088000/6 of 9

2.6 INSULATING-GLASS UNITS

A. Insulating-Glass Units:

1. Basis of Design Product:

a. PPG Solarban 60 on Clear Low E #2 Glass or a comparable product by one of the following:

1) AFG Glass

2) Viracon

2. Overall Unit Thickness and Thickness of Each Lite: Comply with wood odor and window manufacturer standards.

3. Interspace Content: Air.

4. Indoor Lite: Class 1 (clear)float glass.

5. Visible Light Transmittance: .70 percent minimum.

6. Winter Nighttime U-Factor: .29 maximum.

7. Summer Daytime U-Factor: .27 maximum.

8. Solar Heat Gain Coefficient: .39 percent maximum.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine framing glazing, with Installer present, for compliance with the following:

1. Manufacturing and installation tolerances, including those for size, squareness, and offsets at corners.

2. Presence and functioning of weep system.

3. Minimum required face or edge clearances.

4. Effective sealing between joints of glass-framing members.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Clean glazing channels and other framing members receiving glass immediately before glazing.

Remove coatings not firmly bonded to substrates.

3.3 GLAZING, GENERAL

A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications.

B. Glazing channel dimensions, as indicated on Drawings, provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. Adjust as required by Project conditions during installation.

GLAZING 088000/7 of 9

C. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance.

D. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead.

E. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.

F. Provide spacers for glass lites where length plus width is larger than 50 inches (1270 mm) as follows:

1. Locate spacers directly opposite each other on both inside and outside faces of glass.

Install correct size and spacing to preserve required face clearances, unless gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances and to comply with system performance requirements.

2. Provide 1/8-inch (3-mm) minimum bite of spacers on glass and use thickness equal to sealant width. With glazing tape, use thickness slightly less than final compressed thickness of tape.

G. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications.

H. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics.

I. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant or gasket on opposite side, provide adequate anchorage so gasket cannot walk out when installation is subjected to movement.

J. Square cut wedge-shaped gaskets at corners and install gaskets in a manner recommended by gasket manufacturer to prevent corners from pulling away; seal corner joints and butt joints with sealant recommended by gasket manufacturer.

3.4 GASKET GLAZING (DRY)

A. Fabricate compression gaskets in lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation.

B. Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints miter cut and bonded together at corners.

C. Install gaskets so they protrude past face of glazing stops.

3.5 CLEANING AND PROTECTION

A. Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away from glass. Do not apply markers to glass surface. Remove nonpermanent labels, and clean surfaces.

GLAZING 088000/8 of 9

B. Protect glass from contact with contaminating substances resulting from construction operations, including weld splatter. If, despite such protection, contaminating substances do come into contact with glass, remove substances immediately as recommended by glass manufacturer.

C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for buildup of dirt, scum, alkaline deposits, or stains; remove as recommended in writing by glass manufacturer.

D. Remove and replace glass that is broken, chipped, cracked, or abraded or that is damaged from natural causes, accidents, and vandalism, during construction period.

E. Wash glass on both exposed surfaces in each area of Project not more than four days before date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended in writing by glass manufacturer.

END OF SECTION 088000

DN

30x60 x4

GENERAL FLOOR PLAN NOTES:

A. TOP OF POOL ENCLOSURE FLOOR SLAB ELEVATION ESTABLISHED AT

100'-0". TOP OF EXISTING FITNESS FLOOR SLAB ELEVATION

ESTABLISHED AT 102'-0"

B. ALL NEW GYPSUM BOARD CONSTRUCTION TO BE PAINTED UNLESS

NOTED OTHERWISE.

C. CONTRACTOR SHALL PATCH AND MATCH EXISTING WALL FINISHES

WITH LIKE MATERIALS AND FINISHES WHERE DISTURBED BY

CONSTRUCTION.

D. CONTRACTOR SHALL PROVIDE BLOCKING IN WALLS, CEILINGS, AND

ANY OTHER LOCATION AS REQUIRED FOR INSTALLATION OF

CASEWORK, SURFACE MOUNTED ITEMS, PROJECTION SCREENS,

MARKER BOARDS, TOILET ACCESSORIES, SINK ACCESSORIES, WALL

MOUNTED DOOR STOPS, AND ANY OTHER SURFACE MOUNTED ITEMS.

E. FOR WALL TYPES REFER TO THE WALL TYPES SCHEDULE ON SHEET

G1.1.

F. FOR INTERIOR FINISHES REFER TO THE ROOM FINISH SCHEDULE ON

SHEET ID1.1

G. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN WALLS WHERE

SERVICE TO MECHANICAL, PLUMBING, ELECTRICAL, ETC. ELEMENTS

ARE TO BE ADJUSTED I.E. CLEANOUTS, VALVES DAMPERS, ETC.

ACCESS PANELS SHALL BE OF THE SAME RATING AS THE ADJACENT

WALL CONSTRUCTION.

H. CONTRACTOR SHALL PROVIDE GLASS MAT TILE BACKER BOARD (TYPE

"X" AS REQUIRED) AT ALL WALL TILE LOCATIONS UNLESS NOTED

OTHERWISE. PROVIDE GLASS MAT MOISTURE RESISTANT INTERIOR

WALL PANELS AT ALL OTHER WET WALL AND BATHROOM LOCATIONS.

I. CONTRACTOR SHALL PATCH FLOORING AND WHERE WALLS BASE

HAVE BEEN REMOVED DURING DEMOLITION WITH FLOORING AND

BASE THAT MATCHES EXISTING, ADJACENT FLOOR FINISHES UNLESS

NOTED OTHERWISE.

J. REFER TO ELEVATIONS AND DETAILS FOR CLARIFICATION OF WALL

FINISH EXTENTS.

K. CONTRACTOR SHALL CAULK DOOR FRAME FROM FLOOR

CONTINUOUSLY AT THE PERIMETER OF DOOR AND WINDOW FRAMES.

CAULK AFTER WALL COVERING IS INSTALLED (IF SPECIFIED).

L. MAINTAIN FIRE RATED ASSEMBLY IN WALLS, CEILINGS. FLOORS, ETC.

PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS AT ALL

PENETRATIONS IN FIRE-RATED ASSEMBLIES. PROVIDE FIRE-RESISTIVE

JOINT SYSTEMS AT ALL JOINTS BETWEEN FIRE-RATED ASSEMBLIES

AND ADJACENT CONSTRUCTION.

M. FLOOR DRAINS SHALL BE RECESSED 1/2" TO 3/4" (BASED ON ROOM

SIZE) UNLESS NOTED OTHERWISE. SLOPE FLOOR TO PROVIDE

POSITIVE DRAINAGE.

N. ALL PARTITIONS INDICATED TO MEET AN STC RATING SHALL BE

CONSTRUCTED AS FOLLOWS:

1. IN ALL ACOUSTICAL PARTITIONS, PROVIDE PUTTY PACKS

BEHIND J-BOXES AND OTHER PENETRATIONS. ENSURE THAT

J-BOXES IN OPPOSITE SIDES OF WALLS ARE NOT BACK-TO-

BACK AND ARE SEPARATED BY A STUD.

2. PROVIDE TWO CONTINUOUS BEADS OF ACOUSTICAL SEALANT

AT BOTTOM AND TOP TRACK OF ACOUSTICAL PARTITIONS.

O. HOLD GYPSUM BOARD 1/4" FROM FLOOR, CEILING AND ANY ADJACENT

SURFACE AND PROVIDE A CONTINUOUS BEAD OF ACOUSTICAL

SEALANT AROUND PERIMETER OF ACOUSTICAL PARTITIONS ON EACH

SIDE OF THE WALL. PROVIDE ACOUSTICAL FIRE SEALANT AT FIRE-

RATED PARTITIONS.

P. CONSTRUCTION AND INSTALLATIONS SHALL CONFORM TO ALL

FEDERAL, STATE LOCAL ORDINANCES, CODES, ETC.

Q. ALL FIRE-RATED ASSEMBLIES WITH RECESSED WALL ACCESSORIES

AND/OR PENETRATIONS I.E. RECEPTACLES, CONDUITS, DUCTS, PIPING,

FIRE EXTINGUISHER CABINETS, PAPER TOWEL DISPENSERS. ETC.

SHALL BE CONSTRUCTED TO MAINTAIN THE DESIGNATED ASSEMBLY

RATING.

R. ALL SOUND, SMOKE OR FIRE RATED WALLS SHALL EXTEND FROM

FLOOR SUBSTRATE TO THE UNDERSIDE OF FLOOR OR ROOF DECK

ABOVE AND SHALL BE FULLY FIRE-SAFE AND SEALED AS REQUIRED TO

PROVIDE THE ASSEMBLY RATING DESIGNATED.

S. ALL PENETRATIONS THROUGH FLOORS, CHASED, SHAFTS AND FIRE

RATED ASSEMBLIES SHALL BE FIRE-STOPPED.

T. INSTALL MINERAL WOOL INSULATION IN ALL EXPANSION JOINTS

THROUGH THE FLOOR AND ROOF SLABS, CONTINUOUS. PROVIDE FIRE-

RATED EXPANSION JOINTS WITH RATED SAFING INSULATION BLANKET

AT ALL RATED ASSEMBLIES.

U. ALL HOLLOW METAL FRAMES TO BE PAINTED.

V. ALL GRADES SHOWN IN SECTION(S) ARE DIAGRAMMATIC.

CONTRACTOR SHALL VERIFY AND COORDINATE GRADES WITH CIVIL

DRAWINGS.

W. CONTRACTOR SHALL CAULK ALL DISSIMILAR MATERIALS (ie. DRYWALL, STOREFRONT.

X. PROVIDE CONTROL JOINTS IN PARTITIONS @ 30'-0" MAX OR AS

INDICATED ON DRAWINGS.

Y. COORDINATE ALL EXTERIOR WALKWAYS WITH CIVIL DRAWINGS.

NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE FOUND.

FLOOR PLAN REFERENCE NOTES:

BRACKET MOUNTED FIRE EXTINGUISHER.

INFILL EXISTING OPENING WITH METAL STUDS AND GYPSUM

BOARD. ALIGN FINISH SURFACES BOTH SIDES OF WALL AND

FINISH TO MATCH ADJACENT EXISTING WALL MATERIAL AND

FINISH

EXPANSION JOINT.

CORNER GUARDS.

PATCH FLOOR AS REQUIRED FOR NEW CONSTRUCTION.

REUSE EXISTING ALUMINUM FRAME AND DOOR FOR NEW

OFFICE.

REUSE EXISTING LOCKERS ON NEW 6" RAISED WALL WITH 3

5/8" METAL STUDS AT 16" O.C., 5/8" MOISTURE RESISTANCE

BACKER BOARD AND TILE BASE.

EXISTING LOCKERS.

NEW WOOD STAIRS, SEE DETAIL THIS SHEET.

NEW DECK RAILING. SEE ELEVATION AND DETAILS A-A9.1

A

A

B

B

C

C

D

D

E

E

1 1

2 2

3 3

4 4

5 5

F

F

G

G

H

H

J

J

K

K

A-A6.1

A-A6.1

A-A11.218

A-A6.1

NEW PORCH DECK FLOORING,

(MATCH EXISTING)

WEIGHT ROOM

ADDITION

YOGA ROOM

CARDIOVASCULAR

EQUIPMENT

STOR.

EXISTING

MECHANICAL

ROOM

EXISTING

STORAGE

C O

R R

ID

O

R

MENS RESTROOM

/ LOCKER ROOM

LOBBY

RECEPTION /

CONTROL AREA

STOR.

D R

Y S

A U

N A

WET SAUNA

STOR.

OFFICE

VESTIBULE

STO.

120B

WOMENS

RESTROOM /

LOCKER ROOM

STOR.

POOL EQUIPMENT

POOL DECK

STORAGE

SWIMMING POOL

WHIRLPOOL AREA

101B

CORR.

STOR.

FAMILY

RESTROOM

A-A11.1

A-A9.1

1 1

A-A6.1

A-A6.1

W1

W2

A-A8.1

VEST.

VEST.

L

L

STOR.

A-A6.1

Sim

W1

W1

ENLARGED

PLAN

ENLARGED

PLAN /3 A-A8.1

/4 A-A8.1

/2 A-A8.1

STOR.

112A

112B

10 10 10 10

101010

EXISTING

BASEMENT MECH

RM

CRAWL

SPACE

SLOPE DN 1/4":12"

SLO

P E D

N

/4 ":1

2"

S L O

P E

D N

/4

NEW 6" LINEAR DRAIN

LEVEL WITH EXIST.

DOOR THRESHOLD

REMOVE PORTION OF

EXISTING CONC. SLAB

AS REQ'D FOR NEW

DRAIN AND SUMP PUMP

NEW SUMP PUMP LOCATION,

REFER TO MEP

NEW CONC. TOPPING

SLAB OVER EXISTING

SLAB TO SLOPE DOWN

TO NEW LINEAR FLOOR DRAIN

NOTE: ALL ITEMS IN THIS

ROOM TO BE REMOVED

PRIOR TO NEW WORK

6"7' - 6"

(4) 2x12 P.T.

WD. STRINGERS

2x12 P.T.

WD. TREADS

1x P.T. WD. RISERS

2x2x1/4"x6"L.

STL. ANGLE W/

(1) 1/2" DIA. x 4" L.

A.B. @ EA. STRINGER

SEE CIVIL FOR CONC.

1" TYP. 11" TYP.

EXIST. DECK

(R E

F E

R T

O C

IV

IL

(E Q

U A

L R

IS

E

R S

M

A X

CTIHC

RA E

KENTUC

K Y

FO

ETAT

S

DESNE

L I C

CLAY

ELLERBROOK

T

DRAWING INFORMATION

CHECKED BY

REVISION HISTORY OF THIS DRAWING

DRAWING NO.

AS BUILT DATE

MM/DD/YR

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE

RTA DATE

AS BUILT DATE MM/DD/YR

DRAWN BY

A&E FILE NO. 2410-314

DECA LOG #

ACCOUNT NO.

670CBR6LB5100

DESCRIPTION OF REVISIONS DATE

DESIGNED BY

09/19/2025

LAKE BARKLEY FITNESS CENTER

FIRST FLOOR ARCHITECTURAL FLOOR PLAN

A-A2.1

JMS

CME

CME

2'0' 4' 8'

North

1/8" = 1'-0"

FIRST FLOOR ARCHITECTURAL PLAN

1/8" = 1'-0"

BASEMENT FLOOR PLAN

2'0' 4' 8'

North

1" = 1'-0"

EXTERIOR WOOD STAIR DETAIL

ADDENDUM 01 11/26/2025

CP-IPC BFW3

409.60

BENCH-SET4

411.67

CP-NAIL

408.64

GAS GAS GAS

W W

W W

W W

W W W W W W W W W W

SANSAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE UE UE UE UE UE

U E

U E

U E

U E

U E

U E

UE UE UE

UE

DSDSDS

DSDSDSDSDS

DS DS

DS

DS

DS DS DS DS

DS

DS

DS

DS

W

DS

DS

UE

UE

UE

UE

UE

UE

CP-3

BURIED UTILITIES NOTE

IT'S THE LAW

www.kentucky811.com Two Business Days Before You Dig

Kentucky 811 Know what's below.

Call before you dig.

Call 811 or 800-752-6007

BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON

INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER

BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON

THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND

CONTACT KENTUCKY 811 @ 811 OR 1-800-752-6007 FOR EXACT LOCATION OF

BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS.

GENERAL NOTES:

1. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF HAZARDOUS MATERIALS ARE

ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT/ENGINEER/OWNER.

2. THIS DRAWING WAS PREPARED FROM A TOPOGRAPHIC SURVEY BY BACON FARMER WORKMAN ENGINEERING AND TESTING INC. EXISTING SITE FEATURES TO BE REMOVED MAY BE PRESENT THAT WERE NOT READILY VISIBLE AT THE TIME OF SURVEY.

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL ITEMS THAT MUST BE REMOVED TO ACCOMMODATE THE PROPOSED CONSTRUCTION. THE CONTRACTOR MAY REMOVE ANY MISCELLANEOUS ITEMS LOCATED WITHIN THE CONSTRUCTION LIMITS THAT MUST BE REMOVED TO ACCOMMODATE THE NEW CONSTRUCTION AS PART OF THIS CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER/OWNER, PRIOR TO REMOVING ANY ITEMS PRESENT THAT WERE NOT DELINEATED

ON THIS PLAN.

3. CONTRACTOR SHALL PROTECT ALL SURROUNDING AREAS DURING THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL REPAIR OR REPLACE, TO A CONDITION EQUAL TO OR GREATER THAN THE PRE-CONSTRUCTION CONDITION, ANY DAMAGES TO ON-SITE OR OFF-SITE PROPERTIES OR APPURTENANCES CAUSED BY THE CONSTRUCTION ACTIVITIES AT NO ADDITIONAL

COST TO THE OWNER.

4. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS REMOVAL OPERATIONS WITH MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. CONTRACTOR SHALL NOT ALLOW

DEMOLISHED MATERIALS TO ACCUMULATE ON SITE.

5. UNDERGROUND UTILITIES ARE PRESENT WITHIN THE DEMOLITION AND NEW CONSTRUCTION LIMITS, INCLUDING SANITARY SEWER, STORM SEWER, WATER, UNDERGROUND AND ABOVEGROUND TELEPHONE AND ELECTRICITY. OTHER UTILITIES MAY BE PRESENT THAT WERE NOT VISIBLE OR ABLE TO BE IDENTIFIED BY THE SURVEY. CONTRACTOR SHALL USE EXTREME CAUTION DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED PRIOR TO DEMOLITION OPERATIONS. ALL SITE UTILITIES TO REMAIN SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE PROJECT. ANY DAMAGE TO UTILITIES DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR OR UTILITY COMPANY, AT THE EXPENSE OF THE CONTRACTOR, WITH NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING UTILITY SERVICES WITH THE UTILITY

PROVIDER PRIOR TO CONSTRUCTION.

6. ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE HAULED OFF-SITE AND DISPOSED OF IN A LEGAL MANNER. ALL HAULING AND DISPOSAL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WITH NO ADDITIONAL COST TO THE

OWNER.

7. IF TREES ARE SCHEDULED TO BE REMOVED IN THE PLAN, THEN ORGANIC MATERIAL FROM CLEARING AND GRUBBING OF THIS VEGETATION SHALL BE REMOVED FROM THE SITE. IN NO CASE SHALL ANY ORGANIC MATERIAL BE BURIED ON-SITE.

8. IF CLEARING AND GRUBBING OF THE SITE IS SPECIFIED IN THIS PLAN. ANY REMAINING ROOT ZONES SHALL BE FULLY

GRUBBED TO ACCOMMODATE PLACEMENT AND COMPACTION OF FILL MATERIAL.

9. MULTIPLE SITE DEMOLITION ITEMS WERE SPECIFIED IN THIS PLAN. IF ITEMS REMAIN ON-SITE THAT ARE NOT SPECIFIED ON THIS DEMOLITION DRAWING, THAT INTERFERE WITH CONSTRUCTION, NOTIFY ARCHITECT OR ENGINEER IMMEDIATELY FOR

COORDINATION ON REMOVAL OF SUCH ITEMS.

1 SCALE: 1" = 10'

SITE DEMILITION PLAN

GRAPHIC SCALE

( IN FEET )

10 0 5 10 20 40

1 inch = 10 ft.

BFW PROJ. # - 24535

Paducah, KY Office 2301 McCracken Blvd, Paducah, KY 42001 270-443-1995 / BFWengineers.com

Copyright © 2025 / Bacon Farmer Workman Engineering & Testing, Inc.

DRAWING INFORMATION

CHECKED BY

REVISION HISTORY OF THIS DRAWING

DRAWING NO.

AS BUILT DATE

MM/DD/YR

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE

RTA DATE

AS BUILT DATE MM/DD/YR

DRAWN BY

A&E FILE NO. 2412-360

DECA LOG #

ACCOUNT NO.

540-CALL-FF23-00

DESCRIPTION OF REVISIONS DATE

DESIGNED BY

09/19/2025

Lake Barkley Fitness Center Renovation

SAK

KDM

SAK/KDM

21911 McDANIEL

KENNETH D.

PROFESS IONAL ENGINE

ER

ST

AT

E OF KENTUCKY

L I C E N S ED

2" WATER MAIN UNDERGROUND

ELECTRIC

PRIMARY

ELEC. TRANSFORMER

ON CONCRETE PAD

COMMUNICATIONS BOX

8" PVC

INV. 387.20

4" PVC

INV. 386.92

8" PVC

INV. 391.47

ELEC. BOX ON

CONCRETE PAD

4" PVC

INV. 410.35

F.F.E 393.40

F.F.E 413.50

F.F.E 411.58

F.F.E 402.53

MECH. ROOM

BELOW

A-C1.0

SITE DEMOLITION PLAN

KEYED DEMOLITION NOTES (BASE BID):

CONCRETE RAMP AND RAILINGS TO BE DEMOLISHED AND REMOVED

FROM SITE. REPLACE AS SHOWN ON SHEET C2.1.

1 1

29.7'

5.

5'

2 CONCRETE RAMP, WALLS AND ASSOCIATED FOOTINGS TO BE

DEMOLISHED AND REMOVED FROM SITE.

2 2

31.9'

7.

8'

3 CONCRETE MECHANICAL PAD AND HVAC UNITS TO BE DEMOLISHED AND

REMOVED FROM SITE. RELOCATE NEW HVAC UNITS AS SHOWN ON

SHEET C2.1. REFER TO MECHANICAL SHEETS FOR HVAC EQUIPMENT

INFORMATION.

14.5' 4.

9'

5 CONCRETE WALL WITHIN RACQUETBALL BUILDING TO BE SAWCUT TO

2'-0" BELOW GRADE AND LEFT IN PLACE. REFER TO STRUCTURAL

SHEETS FOR DETAILED INFORMATION.

5 5

.5

93.1'

28.2'

.2

6 CONCRETE MECHANICAL PAD AND HVAC UNITS TO BE DEMOLISHED AND

REMOVED FROM SITE. REFER TO MECHANICAL SHEETS FOR HVAC

EQUIPMENT INFORMATION.

7 STORM PIPING ASSOCIATED WITH THE RACQUETBALL BUILDING TO BE

DEMOLISHED AND REMOVED FROM SITE. CAP AT LOCATIONS WHERE

CONNECTING TO PIPING THAT IS TO REMAIN ACTIVE.

7 7 7 7

8" PVC STORM PIPE

TO REMAIN

4" PVC STORM PIPE

TO REMAIN

8" PVC STORM PIPE

TO REMAIN

RACQUETBALL BUILDING TO BE DEMOLISHED AND REMOVED FROM

SITE. REFER TO ARCHITECTURAL AND STRUCTURAL SHEETS FOR

DETAILED INFORMATION.

BRICK PAVERS

BENCH

RIDGELINE TRAIL

ENTRY

9 SHRUBS, INCLUDING ROOT BALLS TO BE DEMOLISHED AND REMOVED

FROM SITE.

9 9

DECK SURFACE

DECK ABOVE

DECK ABOVE

DECK ABOVEDECK ABOVE

11 EXISTING CONCRETE SIDEWALK AND CURB TO BE SAWCUT AND

REMOVED FROM SITE. REPLACE WITH CONCRETE ADA SIDEWALK CUT

AS SHOWN ON SHEET C2.1.

EXISTING PARKING STRIPES TO BE REMOVED AND REPLACED AS SHOWN ON SHEET A-C2.0

10 EXISTING DECK SURFACE AND FRAMING TO BE DEMOLISHED AND

REMOVED FOR BUILDING AND RAMP ADDITION. SEE SHEET A-C2.0 FOR

RAMP ADDITION, SEE ARCHITECTURAL AND STRUCTURAL SHEETS FOR

BUILDING ADDITION.

STORM INLET

RIM EL. 410.88

INV. EL. 405.34

APPROX. LOCATION

4" SANITARY SEWER

DEPTH UNKNOWN

35.6'

6.

2'

12.1'

8 PORTION OF EXISTING STORM DRAIN PIPE TO BE DEMOLISHED AND

RE-ROUTED AS SHOWN ON SHEET A-C2.0.

CONCRETE VAULT

EXISTING LP TANK EXISTING

HVAC UNIT

12 EXISTING DECORATIVE FENCE TO BE CAREFULLY REMOVED AND

STORED FOR REINSTALLATION UPON COMPLETION OF PROJECT. SEE

SHEET A-C2.0 FOR REINSTALLATION LOCATION. 12

CONTRACTOR SHALL PROVIDE PROTECTION

FOR EXISTING PAVING, CONCRETE SIDEWALK & CURB.

ALL PAVING, SIDEWALK AND/OR CURB DAMAGED

DURING CONSTRUCTION SHALL BE REPLACED

AT NO ADDITIONAL COST TO THE OWNER.

CONTRACTOR SHALL PROVIDE TEMPORARY

CONSTRUCTION ACCESS ROAD AS REQUIRED.

INSTALLATION OF ROAD SHALL NOT CAUSE

DAMAGE TO THE STRUCTURAL INTEGRITY

OF THE BUILDING, DAMAGE TO EXISTING

TREES OR OTHER SITE FEATURES TO REMAIN.

CONTRACTOR SHALL PROVIDE TEMPORARY

CONSTRUCTION ACCESS ROAD AS REQUIRED.

INSTALLATION OF ROAD SHALL NOT CAUSE

DAMAGE TO THE STRUCTURAL INTEGRITY

OF THE BUILDING, DAMAGE TO EXISTING

TREES OR OTHER SITE FEATURES TO REMAIN.

ADDENDUM 11/26/2025

BENCH-SET4

411.67

GAS GAS GAS

W W

W W

W W

W W W W W W W W W W

SANSAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE UE UE UE UE UE

U E

U E

U E

U E

U E

U E

UE UE UE

UE

DSDSDSDSDS

DS DS

DS

DS

DS DS DS DS

DS

DS

DS

DS

W

DS

DS

UE

UE

UE

UE

UE

UE

BURIED UTILITIES NOTE

IT'S THE LAW

www.kentucky811.com Two Business Days Before You Dig

Kentucky 811 Know what's below.

Call before you dig.

Call 811 or 800-752-6007

BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON

INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER

BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON

THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND

CONTACT KENTUCKY 811 @ 811 OR 1-800-752-6007 FOR EXACT LOCATION OF

BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS.

1 SCALE: 1" = 10'

SITE DEVELOPMENT PLAN

GRAPHIC SCALE

( IN FEET )

10 0 5 10 20 40

1 inch = 10 ft.

BFW PROJ. # - 24535

Paducah, KY Office 2301 McCracken Blvd, Paducah, KY 42001 270-443-1995 / BFWengineers.com

Copyright © 2025 / Bacon Farmer Workman Engineering & Testing, Inc.

DRAWING INFORMATION

CHECKED BY

REVISION HISTORY OF THIS DRAWING

DRAWING NO.

AS BUILT DATE

MM/DD/YR

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE

RTA DATE

AS BUILT DATE MM/DD/YR

DRAWN BY

A&E FILE NO. 2412-360

DECA LOG #

ACCOUNT NO.

540-CALL-FF23-00

DESCRIPTION OF REVISIONS DATE

DESIGNED BY

09/19/2025

Lake Barkley Fitness Center Renovation

SAK

KDM

SAK/KDM

21911 McDANIEL

KENNETH D.

PROFESS IONAL ENGINE

ER

ST

AT

E OF KENTUCKY

L I C E N S ED

A-C2.0

SITE DEVELOPMENT PLAN

EXIST. ELEC. TRANSFORMER

ON CONCRETE PAD

EXIST. COMMUNICATIONS BOX

EXISTING

ELEC. BOX ON

CONCRETE PAD

F.F.E 411.58

EXISTING POOL ENCLOSURE

F.F.E 413.50

EXISTING FITNESS CENTER

EXISTING MECH. ROOM

AT LOWER LEVEL

F.F.E 402.53

20.0'

.6

8.9'

.0

6.0'

.3

28.4'

7.

0'

EXISTING COLUMNS

PORCH ABOVE

EXISTING COLUMNS

EXISTING COLUMNS

EXISTING

COLUMNS

EXISTING COLUMNS

EXISTING

HVAC UNIT

EXISTING

FENCE

SITE DEVELOPMENT NOTES:

1. ALL ASPHALT SURFACE OF EXISTING ROADWAYS DAMAGED DURING CONSTRUCTION SHALL BE SAWCUT, REMOVED AND REPLACED. THE NUMBER OF SAWCUTS SHALL BE MINIMIZED IN ORDER TO MAKE ONE CONTINUOUS PATCH AS DIRECTED BY THE PROJECT MANAGER AND OR LOCAL & STATE OFFICIALS.

2. THE CONTRACTOR SHALL REMOVE ALL EXISTING TREES, SHRUBS, ASPHALT, CONCRETE, ETC. FROM THE SITE AND/OR CONSTRUCTION AREA. ALL MATERIAL, ASPHALT, VEGETATION, DIRT, GRAVEL, ROCK, TREE LIMBS, ETC. REMOVED BY THE CONTRACTOR SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROPERTY IN AN APPROVED MANNER AT NO ADDITIONAL COST TO THE OWNER.

3. ALL AREAS DESIGNATED AS LANDSCAPE SHALL RECEIVE A MINIMUM OF 6" TOPSOIL.

4. ALL HANDICAP RAMPS SHALL BE IN CONFORMANCE WITH ADA STANDARDS.

5. COMPACTION REQUIREMENTS:

BUILDING - 98%

PAVEMENT & SIDEWALK AREAS - 95%

ALL OTHER AREAS - 90%

COMPACTION SHALL BE PER ASTM D-698, STANDARD PROCTOR (%, MAXIMUM DRY DENSITY).

6. ALL SITE CONCRETE SHALL BE AIR ENTRAINED 4000 psi @ 28 DAYS, 1

2" MAX. AGGREGATE SIZE WITH "WELDED

WIRE FABRIC" REINFORCING.

7. ALL WORK SHALL BE IN CONFORMANCE WITH THE STATE OF KENTUCKY STANDARDS AND PROCEDURES.

8. ALL WORK WITHIN ROADWAY EASEMENTS & R/W SHALL CONFORM TO STATE STANDARDS. IF DISTURBED, ALL ASPHALT PAVEMENT, SIDEWALK & CURB & GUTTER, ETC. TO BE REINSTALLED SHALL MATCH EXISTING

WIDTHS, THICKNESSES, ETC.

9. CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH APPLICABLE STATE STANDARDS, PROCEDURES AND REGULATIONS WHILE WORKING WITHIN ROADWAY EASEMENTS & R/W OR

WHEN WORK AFFECTS TRAFFIC FLOW OR SAFETY.

10. ALL STREETS AND ROADWAYS ADJACENT TO PROJECT SHALL BE CLEANED OF DIRT AND DEBRIS AT THE END

OF EACH DAY.

11. ALL ASPHALT PAVEMENT, SIDEWALK & CURB & GUTTER, ETC. TO BE REINSTALLED SHALL MATCH EXISTING

WIDTHS, THICKNESSES, ETC.

12. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND FIELD LOCATING ALL UTILITIES WITHIN THE PROJECT LIMITS SO THAT CONSTRUCTION WILL NOT DAMAGE OR INTERFERE WITH EXISTING UTILITY LINES. IF ANY UTILITY LINES ARE DAMAGED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE UTILITY LINES AT THE CONTRACTOR'S EXPENSE. FINISHED

REPLACEMENT OR REPAIR SHALL MEET THE APPROVAL OF THE SPECIFIC UTILITY OWNER.

13. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY

CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING HOURS.

14. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL CONTACT KY811.

15. THE CONTRACTOR SHALL NOT SCALE FROM THESE PLANS FOR FIELD SURVEY LOCATIONS.

16. THE ENGINEER SHALL PROVIDE DIGITAL INFORMATION TO THE CONTRACTOR IN THE FORM OF AN AUTOCAD

FILE FOLLOWING THE CONTRACTOR SIGNING A INDEMNIFICATION/WAIVER FORM.

17. IF GPS EQUIPMENT WILL BE UTILIZED BY THE CONTRACTOR, THEY SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO ESTABLISHING THE CONTROL THEY REQUIRE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND CONFIRMING ALL VERTICAL AND HORIZONTAL CONTROL INCLUDING BENCHMARKS. IF ANY

WORK PERFORMED IS IN ERROR DUE TO INCORRECT CONTROL IT SHALL BE CORRECTED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER OR ENGINEER.

18. ALL BENCHMARKS ESTABLISHED AND INCLUDED ON THE PLANS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR PRIOR TO THEIR USE DURING CONSTRUCTION. IF ANY WORK PERFORMED IS IN ERROR DUE TO INCORRECT DATUM IT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER

OR ENGINEER.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL EXISTING IMPROVEMENTS THAT NEW CONSTRUCTION SHALL ABUT OR CONNECT TO. THIS SHALL INCLUDE BUT NOT BE LIMITED TO EXISTING BUILDINGS, EDGE OF PAVEMENTS, CURBS AND GUTTERS, STORM SEWER, FENCES, WALLS AND ETC.

EXISTING

HEADWALL

EXISTING

HEADWALL

EXISTING COLUMNS

EXISTING COLUMNS

SITE PLAN KEY NOTES (BASE BID):

1 PROVIDE CONCRETE RAMP AND RAILINGS. SEE ENLARGED PLAN AND

DETAILS ON SHEET A-C5.0.

2 PROVIDE CONCRETE STAIRS AND RAILINGS. SEE ENLARGED PLAN AND

DETAILS ON SHEET A-C5.1.

.9

17.5'

7.4' 1

3 PROVIDE CONCRETE MECHANICAL PAD. SEE DETAIL 4 ON SHEET A-C5.1.

3 3

4 PROVIDE CONCRETE SIDEWALK. SEE DETAIL 1 ON SHEET A-C5.1.

6.

3'

22.1'

7 PROVIDE ACCESSIBLE SIDEWALK RAMP. SEE DETAIL 2 ON SHEET

A-C5.2.

PROVIDE CROSSWALK STRIPING. SEE DETAIL 4 ON SHEET A-C5.2.9

PROVIDE ACCESSIBLE PARKING STRIPING. SEE DETAIL 3 ON SHEET

A-C5.2.

8 8

11111111

10 10

7 7 7

6.0'

6.

0'

EXISITNG

STORM INLET

RIM EL. 410.88

INV. EL. 405.34

APPROX. LOCATION

EXISTING

4" SANITARY SEWER

DEPTH UNKNOWN

EXISTING

2" WATER MAIN

EXISTING

UNDERGROUND

ELECTRIC

PRIMARY

EXISTING

8" PVC STORM PIPE

TO REMAIN

EXISTING

4" PVC STORM PIPE

TO REMAIN

EXISTING

8" PVC STORM PIPE

TO REMAIN

EXISTING

4" PVC STORM PIPE

TO REMAIN

EXISTING

4" PVC STORM PIPE

TO REMAIN

5 PROVIDE 4" PVC STORM PIPE.

6 PROVIDE SIDEWALK TRENCH DRAIN. SEE DETAIL 1 ON SHEET A-C5.2.

PROVIDE STANDARD PARKING STRIPING. SEE DETAIL 6, A-C5.2.11

PROVIDE ADA SIGNAGE. SEE DETAIL5, ON SHEET A-C5.2..

.0

40.0' 10.0' 10.0' 10.0'

EXIST. CONCRETE VAULT

EXISTING

LP TANK EXISTING

HVAC UNIT

PROVIDE TOOLED CONCRETE CONTROL JOINT. SEE DETAIL 2, A-C5.1.12

PROVIDE CONCRETE EXPANSION JOINT. SEE DETAIL 3, A-C5.1.13

12 13

PROVIDE GUARDRAIL, SEE

ARCHITECTURAL SHEETS

FOR DETAILS

48.5'

69.5'

11.4'

CONTRACTOR TO REINSTALL EXISTING DECORATIVE FENCE AND GATE.14

14 14

ADDENDUM 11/26/202

DS DS

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BFW PROJ. # - 24535

Paducah, KY Office

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DRAWING INFORMATION

CHECKED BY

REVISION HISTORY OF THIS DRAWING

DRAWING NO.

AS BUILT DATE

MM/DD/YR

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE

RTA DATE

AS BUILT DATE MM/DD/YR

DRAWN BY

A&E FILE NO. 2412-360

DECA LOG #

ACCOUNT NO.

540-CALL-FF23-00

DESCRIPTION OF REVISIONS DATE

DESIGNED BY

09/19/2025

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ADDENDUM 11/26/2025