Addendum No 3.pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-45-26

FOR: Lake Barkley Lodge Repairs and Renovations Volume A - Structural Repairs Guest Wing Buildings & Walkways Volume B - Demo and Construct New Pool Volume C - Accomodations and Hospitality Upgrades Volume D - Lodge - Main Building Roof Replacement

DATE: August 27, 2025

RFB-785-2600000071

ADDENDUM NO. Three (3)

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: The drawings that were inadvertently omitted from Volume C are attached to this addendum.

Item 2: Additional addendum information is attached for Volume A and B.

END OF ADDENDUM

Invitation to Bid No. RFB-45-26 For: Lake Barkley Lodge Repairs and Renovations Volume A - Structural Repairs Guest Wing Buildings & Walkways Volume B - Demo and Construct New Pool Volume C - Accomodations and Hospitality Upgrades Volume D - Lodge - Main Building Roof Replacement

Kristi Sharp, Statewide Procurement Manager Division of Engineering and Contract Administration

_Addendum 3- written summary

INVITATION TO BID NO: RFB-45-26

FOR: Lake Barkley Lodge Repairs + Renovations Volume A – Structural Repair Guest Wing Buildings + Walkways Volume B – Demo + Construct New Pool Volume C – Accommodations + Hospitality Upgrades Volume D – Lodge – Main Building Roof Replacement

ADDENDUM

This Addendum is incorporated into the Proposal Documents and will become part of the Contract Documents for the successful bidder(s).

DRAWINGS:

Item# 1: Sheet A-A1.0

• The Upper Level is set to 0’- 0” and the Lower Level is set to -8’ - 9” See revised spot elevations on views 1-6 on sheet A-A1.0.

Item #2: Guardrails and Handrails

• All guardrails and handrails shown on the architecture set are for reference only. GC should consult with structural drawings for all details and specifications on guardrails.

• General notes have been added to sheets containing Isometric Views.

Item #3: Sheet A-G0.3 and A-A1.0

• Drawings and keynotes have been updated/ corrected on 2/A-G0.3 and 6/A-A1.0 to clarify the extent of new cheek walls along the existing stair.

• The scope of work for the concrete stair on the East Wing has been corrected to reflect that the existing stair is to remain.

Item #4 Sheet A-G0.2 and A-G0.3

• KN 02.033 has been updated to clarify the correct scope of work at the West

Wing Lower stair.

Item #5 Sheet A-D1.0 and A-G0.2

• The extent of demolition of the exiting concrete sidewalk on A-G0.2 and A-D1.0 has been updated to match extent of demolition shown on structural drawings

• Extent of new concrete sidewalk on A-G0.2 and A-A1.0 has been updated.

Item #6 Sheet A-A1.0

• Location and wording of Keynote 02.005 add been revised.

Item #7 Sheet A-A1.2

• The spot elevation tag on Detail 2/A-A1.2 has been corrected.

Item #8 Sheet A-D1.0

• KN 02.025 has been updated on 1/A-D1.0

Item #9 Sheet A-A1.6

• KN 07.075 has been updated on 4/A-A1.6 and 5/A-A1.6

Item #10 Sheet A-A2.2

• KN 07.043 has been updated on 2/A-A2.2

Item #11 Sheet A-A2.2

• KN 03.020 has been updated on 2/A-A2.2

Item #12 Sheet A-A2.4

• KN 06.003 has been replaced with KN 05.007 on 11/A-A2.4

• Detail 11/A-A2.4 has been updated to match BK structural design.

Item #13 Sheet A-D1.0 and A-A1.0

• KN 02.023 has been added to (4) column clusters on 4/A-D1.0

• KN 06.052 has been added to (4) column clusters on 4/A-A1.0

Item #14 Sheet A-A5.0

• The handrail on 8/A-A5.0 has been updated to match the design by BK. Please see structural drawings for all details and specifications of handrails and guardrails. Handrails and guardrails shown in the architectural drawings are for reference only.

Item #15 Sheet A-A1.0 and A-A1.2

• Extent of existing wood deck above the Vending Machine Room has been corrected to match existing conditions and coordinate with structural drawings.

Item #16 Sheet A-A1.3, A-A1.4, and A-A2.0

• Notes have been added to clarify the new scope of work for the gutters, collector boxes, and downspouts.

• See 1/A-A1.3

• See 1/A-A1.4

• See 1/A-A2.0, 2/A-A2.0, and 3/A-A2.0,

• See the Reduced Scope Plan with Addendum 2.

Item #17 Sheet A-G0.2

• The missing image of the existing Varmint Cover has been added.

Item #18 Sheet A-A1.3

• Detail 6/A-A1.3 has been added to show the scope of work at the existing gutter.

Item #19 Sheet A-A1.4

• Detail 11/A-A1.4 and 6/A-A1.4 have been corrected.

Item #20 Civil scope

• See the attached written summary and Civil drawings for miscellaneous clarifications re: Civil scope.

END OF ADDENDUM

landscape architecture + civil engineering + planning 366 South Broadway 720 Applewood Road 1018 East Jefferson Street Lexington, Kentucky 40508 Murray, KY Louisville, KY 40206

859.389.6533 270.210.6644 www.element-site.com

August 22, 2025

Addendum #3

Lake Barkley Lodge – Structural Repairs, Volume A

Evan McDaniel, Project Manager – element design

Civil Clarifications / Revisions:

1. Sheet A-C2.0, Keynote #2. Replace text with:

“FRENCH DRAIN BEHIND EXISTING RETAINING WALL. EXCAVATE SOILS BEHIND RETAINING WALL

TO INSTALL STORM PIPING PER THE DRAINAGE PLANS. ADJUST GRADES TO CREATE FRENCH

DRAIN; SEE DETAIL SECTIONS ON A-C4.3. BANK SLOPE AT MAX 2:1. PATCH CRACKS/HOLES ON

BACK SIDE OF WALL WITH HYDRAULIC WATER-STOP CEMENT PRIOR TO APPLYING

DAMPPROOFING. SEE STRUCTURAL PLANS FOR MORE INFORMATION.”

The existing retaining wall shall receive dampproofing in lieu of waterproofing.

2. Sheet A-C2.0, Keynote #8. The concrete stairs are not to be demolished. See structural.

3. Sheet A-C2.0, Keynote #19. Correct typo to read “BOLLARDS”, not COLLARDS.

4. Sheet A-C3.2 - Enlargement B; A-C3.4 – Enlargement K: Add note to connect floor drain and downspout to adjacent junction box.

5. Decorative river stone description: The decorative river stone called out at the french drains and around the housekeeping buildings shall be 2-3” in diameter. Gray blend (not crushed stone). See below for an example of the design intent.

http://www.element-site.com/

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T000-LASTNAME-

INT

INDIANA | ILLINOIS | KENTUCKY | OHIO

haferdesign.com

ADDENDUM

Project: 670CBD8LB5400 – LB Demo/Construct New Pool -Vol B

Addendum No.: 000

3500 State Park Rd, Cadiz, KY 42211 Date: 08/25/2025

Owner: Department of Parks Project Number: 2412-360

500 Mero Street

Frankfort, KY 40601 Contract for: General Construction

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

Specifications:

1-1 SECTION 03 30 00, CAST-IN-PLACE CONCRETE

• Addition of section 1.4.C, requiring a mockup

• Addition of section 2.2.C, referring to Volume A for Board Formed finished

• Concrete Form Facing Material requirements.

• Addition of section 3.1.D, referring to Volume A for board formed finish concrete execution requirements.

• Addition of section 3.8.D, referring to Volume A for board formed finish formed surface execution requirements.

Electrical:

1-1 SHEET B-E1.2 – LIGHTING FIXTURE SCHEDULE

• Revised as indicated in the attached drawings. p

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Attachments: SPECIFICATION 03 30 00 - additional sections included. No revisions clouds are included, but the additional sections are in italics.

SHEET B-E1.2 – LIGHTING FIXTURE SCHEDULE

By: Clay Ellerbrook

COMMONWEALTH OF KENTUCKY DECA Project No. 670-CBD8-LB54-00 Parks - LB Demo/Construct New Pool Hafer Project No. 2412-360 Cadiz, Kentucky

CAST-IN-PLACE CONCRETE 033000 - 1

SECTION 033000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes.

B. Related Requirements:

1. Section 321313 “Concrete Paving” for site construction applications.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Design Mixtures: For each concrete mixture.

1. Concrete mix designs must be submitted a minimum of 15 days prior to the start of the work for engineer approval prior to the placement of concrete. Any adjustments in approved mix designs including changes in admixtures must be submitted in writing to the engineer and testing laboratory for approval prior to use. All mix design submittals shall clearly indicate the use and location of the particular mix.

C. Steel Reinforcement Shop Drawings: Placing Drawings that detail fabrication, bending, and placement.

1. The Contractor shall neither use nor reproduce any part of the Design Drawings as part of the Shop Drawings.

2. At least one copy of each approved shop drawings shall be kept available in the

Contractor’s field office. Drawings not bearing “Reviewed – No Exceptions” or “Reviewed

– Exceptions Noted” stamps by the Engineer shall not be kept on the job site.

1.3 INFORMATIONAL SUBMITTALS

A. Material certificates.

B. Material test reports.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities."

CAST-IN-PLACE CONCRETE 033000 - 2

B. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated.

C. Mockup: Refer to Volume A specification section 03 30 00 1.6.D for mockup requirements regarding board formed finished concrete.

1.5 PRECONSTRUCTION TESTING

A. Preconstruction Testing Service: Engage a qualified testing agency to perform preconstruction testing on concrete mixtures.

1.6 FIELD CONDITIONS

A. Cold-Weather Placement: Comply with ACI 306.1.

1. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs.

B. Hot-Weather Placement: Comply with ACI 301.

PART 2 - PRODUCTS

2.1 CONCRETE, GENERAL

A. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents:

1. ACI 301.

2. ACI 117.

2.2 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material.

Provide lumber dressed on at least two edges and one side for tight fit.

C. Board-Formed Finished Concrete: Refer to Volume A specification section 03 30 00 2.1 for form-facing material requirements.

2.3 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.

B. Plain-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, plain, fabricated from as-drawn steel wire into flat sheets.

CAST-IN-PLACE CONCRETE 033000 - 3

C. Deformed-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, flat sheet.

D. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded-wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice."

2.4 CONCRETE MATERIALS

A. Cementitious Materials:

1. Portland Cement: ASTM C 150/C 150M, Type I or Type III,.

2. Fly Ash: ASTM C 618, Class F or C.

3. Slag Cement: ASTM C 989/C 989M, Grade 100 or 120.

B. Normal-Weight Aggregates: ASTM C 33/C 33M, graded.

1. Maximum Coarse-Aggregate Size: Not to be larger than one-fifth of the narrowest dimension between sides of forms, one-third the depth of slabs, nor three-fourths of the minimum clear spacing between individual reinforcing bars or bundles of bars.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Air-Entraining Admixture: ASTM C 260/C 260M.

D. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and that do not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.

2. Retarding Admixture: ASTM C 494/C 494M, Type B.

3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.

4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.

5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.

6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

E. Water: ASTM C 94/C 94M and potable.

2.5 WATERSTOPS

A. Flexible Rubber Waterstops: CE CRD-C 513, with factory-installed metal eyelets, for embedding in concrete to prevent passage of fluids through joints. Factory fabricate corners, intersections, and directional changes.

2.6 VAPOR RETARDERS

A. Sheet Vapor Retarder: ASTM E 1745, Class A, except with maximum water-vapor permeance of 0.01 perms. Include manufacturer's recommended adhesive or pressure-sensitive tape.

CAST-IN-PLACE CONCRETE 033000 - 4

2.7 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

D. Water: Potable.

E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating.

F. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A.

2.8 RELATED MATERIALS

A. Joint Filler:

1. Expansion joint fillers shall extend the full depth of slab or joint and be of the thickness shown on the drawings. Filler shall be asphalt-impregnated fiberboard conforming to ASTM D1751 for interior work and self-expanding cork board conforming to ASTM D1752 for exterior work.

2. Control joints shall be filled with field molded sealant or filler.

3. Isolation joint fillers shall consist of 1/8 inch wide strips of neoprene, synthetic rubber, or approved substitute, extending the full depth of the slab.

B. Porous Fill:

1. Porous fill under concrete slabs-on-grade shall consist of clean crushed rock, crushed or uncrushed gravel, or other similar free flowing material of such size as will pass a 1” screen with not more than 5 percent passing a No. 4 screen. Porous fill shall contain no earth, clay, or any foreign substances.

2.9 CONCRETE MIXTURES, GENERAL

A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301.

B. Admixtures: Use admixtures according to manufacturer's written instructions.

1. Use water-reducing high-range water-reducing or plasticizing admixture in concrete, as required, for placement and workability.

2. Use water-reducing and -retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

3. Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a w/c ratio below 0.50.

CAST-IN-PLACE CONCRETE 033000 - 5

2.10 CONCRETE MIXTURES FOR BUILDING ELEMENTS

A. Normal-Weight Concrete:

1. Minimum Compressive Strength:

a. f’c = 4500 psi @ 28 days - all exposed exterior concrete flat work (i.e., slabs, equipment pads, etc.).

b. f’c = 4500 psi @ 28 days - all interior concrete (i.e. footings, pedestals, retaining walls, concrete in Insulated Concrete Forms [ICF], etc.).

c. f’c = 4500 psi @ 28 days - all interior slabs on grade

2. Maximum W/C Ratio: 0.45.

3. Slump Limit: 4 inches (8 inches for concrete with verified slump of 2 to 4 inches before adding high-range water-reducing admixture or plasticizing admixture), plus or minus 1 inch.

4. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 1-inch nominal maximum aggregate size.

5. Air Content: Do not allow air content of trowel-finished floors to exceed 3 percent.

2.11 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

2.12 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M, and furnish batch ticket information.

1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

PART 3 - EXECUTION

3.1 FORMWORK INSTALLATION

A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.

B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117.

C. Chamfer exterior corners and edges of permanently exposed concrete.

D. For board formed concrete finish, see Volume A specification section 03 30 00 3.2 for additional formwork requirements.

CAST-IN-PLACE CONCRETE 033000 - 6

3.2 EMBEDDED ITEM INSTALLATION

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

3.3 VAPOR-RETARDER INSTALLATION

A. Sheet Vapor Retarders: Place, protect, and repair sheet vapor retarder according to ASTM E 1643 and manufacturer's written instructions.

1. Lap joints 6 inches and seal with manufacturer's recommended tape.

3.4 STEEL REINFORCEMENT INSTALLATION

A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement.

1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.

3.5 JOINTS

A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.

B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.

1. Vertical Construction Joints: Joints shall be located within the central third of the span.

Any concrete spilling over or through the bulkhead shall be removed at the completion of the pour. All surfaces of the concrete shall have reinforcing extending through the joint.

Where not otherwise shown on drawings, provide #4 bars at 12 inch o.c. x 4’-6’ long.

2. Horizontal Joints: Horizontal construction joints other than those shown on the drawings will not be permitted unless approved by the Architect.

3. Joint Preparation: Forms shall be removed in time to permit roughening of construction joints of structural members by chipping and wire brushing to remove all loose and foreign material. The joints shall be dampened and the specified bonding compound applied. New concrete shall be placed after the rewettable bonding compound has dried or while the bonding grout or epoxy adhesive is still tacky. The anti-corrosive epoxy cementitious adhesive has a 20-hour open time.

C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated, or where not specifically shown, provide at maximum 15 feet or 36 times slab thickness, whichever is smaller, for slab on grade. Joints must be aligned and continuous. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows:

1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces.

2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch-wide joints into concrete when cutting

CAST-IN-PLACE CONCRETE 033000 - 7

action does not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. Cut joints within 12 hours after finishing. Joints shall be filled with the specified epoxy joint filler once contraction has occurred.

D. Construction Joints in Slabs-on-Grade: Butt joint with dowels shall be provided. For details, refer to typical joint construction detail on the drawings.

E. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated.

3.6 WATERSTOP INSTALLATION

A. Waterstops: Install in construction joints and at other locations indicated, according to manufacturer's written instructions.

3.7 CONCRETE PLACEMENT

A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections are completed.

B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete is placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated.

Deposit concrete to avoid segregation.

1. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.

C. Cold-Weather Placement: Comply with ACI 306.1.

D. Hot-Weather Placement: Comply with ACI 301.

E. Slabs on Grade: Place concrete slabs on grade by the long strip cast method. Refer to ACI 302 and 360 for recommended methods of placement. Maximum outside diameter of pipe or conduit placed in slabs on grade shall be limited to one-third the thickness of the slab. The minimum concrete cover top and bottom shall be one-third the thickness of the slab. Separate parallel pipes to permit concreting between and below them.

F. Rainy Weather Placement: Concrete shall not be placed during rain. Sufficient coverings shall be provided and kept on hand for protection during rainstorms. Prior to placing concrete, wind speed and dew point shall be monitored and recorded to control plastic shrinkage cracking.

The guidelines of CACI 318, ACI 305R, and ACI 306R as applicable, shall be followed. The contractor, at a minimum, shall provide wind screens as required to minimize this condition.

3.8 FINISHING FORMED SURFACES

A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities.

1. Apply to concrete surfaces not exposed to public view.

CAST-IN-PLACE CONCRETE 033000 - 8

B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities.

1. Apply to concrete surfaces exposed to public view, to receive a rubbed finish, or to be covered with a coating or covering material applied directly to concrete.

C. Rubbed Finish: Apply the following to smooth-formed-finished as-cast concrete where exposed to public view:

1. Cork-Floated Finish: Wet concrete surfaces and apply a stiff grout. Mix 1 part portland cement and 1 part fine sand with a 1:1 mixture of bonding agent and water. Add white portland cement in amounts determined by trial patches, so color of dry grout matches adjacent surfaces. Compress grout into voids by grinding surface. In a swirling motion, finish surface with a cork float.

D. Board Formed Finish: Refer to Volume A specification section 03 30 00 3.10.D for finishing requirements.

E. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated.

3.9 FINISHING FLOORS AND SLABS

A. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces.

B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull-floated or darbied. Use stiff brushes, brooms, or rakes to produce a profile amplitude of 1/4 inch in one direction.

1. Apply scratch finish to surfaces to receive concrete floor toppings or to receive mortar setting beds for bonded cementitious floor finishes.

C. Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or inaccessible to power-driven floats. Restraighten, cut down high spots, and fill low spots.

Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture.

1. Apply float finish to surfaces to receive trowel finish and to be covered with fluid-applied or sheet waterproofing, built-up or membrane roofing, or sand-bed terrazzo.

D. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power-driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings.

1. Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin-film-finish coating system.

CAST-IN-PLACE CONCRETE 033000 - 9

2. Finish and measure surface, so gap at any point between concrete surface and an unleveled, freestanding, 10-ft.- long straightedge resting on two high spots and placed anywhere on the surface does not exceed 1/8 inch.

E. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces where ceramic or quarry tile is to be installed by either thickset or thinset method. While concrete is still plastic, slightly scarify surface with a fine broom.

1. Comply with flatness and levelness tolerances for trowel-finished floor surfaces.

F. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated.

1. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber-bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect before application.

3.10 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures, for a minimum of 7 days. Comply with ACI 306.1 for cold-weather protection and ACI 305.1 for hot-weather protection during curing.

B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.

C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for remainder of curing period.

D. Cure concrete according to ACI 308.1, by one or a combination of the following methods:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days.

2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period, using cover material and waterproof tape.

3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period.

a. Removal: After curing period has elapsed, remove curing compound without damaging concrete surfaces by method recommended by curing compound manufacturer.

4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial

CAST-IN-PLACE CONCRETE 033000 - 10

application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period.

3.11 CONCRETE SURFACE REPAIRS

A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval.

B. With prior approval of the Engineer, as to method and procedure, all repairs of defective areas shall conform to ACI 301, Section 5.3.7.

3.12 FIELD QUALITY CONTROL

A. Special Inspections: Owner will engage a special inspector and qualified testing and inspecting agency to perform field tests and inspections and prepare test reports.

END OF SECTION 033000

LIGHTING FIXTURE SCHEDULE

F1

MANUFACTURERSYMBOL DESCRIPTION

LOUVER FINISHTYPE

FIXTURE SERIES

LAMP

LENSWATTS REFLECTOR

MOUNTING

LIGHT CONTROL

REMARKS

FIXTURE

VOLTAGEQNTY PER

FIXTURE

4' LENSED LED STRIP LIGHTING FIXTURE, MEDIUM LUMEN

PACKAGE, WITH WHITE FINISH SUITABLE FOR USE IN

MECHANICAL AND ELECTRICAL ROOMS.

[FIXTURE LUMEN OUTPUT ~ 4,732 LUMENS]

LITHONIA

120/277

(MULTI-

VOLT)

QNTY AS

REQUIRED

36.2W

(NOMINAL

FIXTURE

INPUT

WATTS)

SURFACE

SATIN

WHITE

LEDS 3500K

(90,000 HRS WITH

81% LUMEN

MAINTENANCE)

L81/90

80 CRI

CSS-L48-ALO3-MVOLT-35K-80CRI

SERIES

(END OF LIGHTING FIXTURE SCHEDULE)

F2

4' LENSED, CORROSION RESISTANT, LED LINEAR LIGHTING

FIXTURE WITH WHITE FINISH SUITABLE FOR USE IN POOL

EQUIPMENT ROOMS.

[FIXTURE LUMEN OUTPUT ~ 6,459 LUMENS]

LITHONIA

120/277

(MULTI-

VOLT)

QNTY AS

REQUIRED

39W

(NOMINAL

FIXTURE

INPUT

WATTS)

SURFACE

SATIN

WHITE

LEDS 3500K

(100,000 HRS WITH

77% LUMEN

MAINTENANCE)

L77/100

80 CRI

F3

4' LENSED LED STRIP LIGHTING FIXTURE, LOW LUMEN

PACKAGE, WITH WHITE FINISH.

[FIXTURE LUMEN OUTPUT ~ 3,708 LUMENS]

LITHONIA

120/277

(MULTI-

VOLT)

QNTY AS

REQUIRED

27.3W

(NOMINAL

FIXTURE

INPUT

WATTS)

SURFACE

SATIN

WHITE

LEDS 3500K

(90,000 HRS WITH

81% LUMEN

MAINTENANCE)

L81/90

80 CRI

CSS-L48-ALO3-MVOLT-35K-80CRI

SERIES

S1D

4' LED LINEAR FLOOD FIXTURE WITH SHORT 45° KNUCKLE

MOUNT.

[FIXTURE LUMEN OUTPUT ~ 2,387 LUMENS]

HYDREL

120/277

(MULTI-

VOLT)

QNTY AS

REQUIRED

21W

(NOMINAL

FIXTURE

INPUT

WATTS)

SURFACE

LEDS 3000K

(100,000 HRS WITH

70% LUMEN

MAINTENANCE)

L70/100

80 CRI

4750L-4FT-1000LMF-30K-MVOLT-

WWD-KMS-ZT-MRE-BL SERIES

S2

4" LED CYLINDRICAL WALL SCONCE WITH INTEGRAL

PHOTOCELL.

[FIXTURE LUMEN OUTPUT ~ 2,479 LUMENS]

LITHONIA

120/277

(MULTI-

VOLT)

QNTY AS

REQUIRED

6.4W

(NOMINAL

FIXTURE

INPUT

WATTS)

WALL

SATIN

WHITE

LEDS 3000K

(100,000 HRS WITH

86% LUMEN

MAINTENANCE)

L86/100

80+ CRI

WMCL4-P1-SWW2-A45-UVOLT-PE-

DDBXD-M4 SERIES

F4

4' LENSED VANDAL RESISTANT LED STRIP LIGHTING FIXTURE,

WITH WHITE FINISH SUITABLE.

[FIXTURE LUMEN OUTPUT ~ 4,142 LUMENS]

VISION

120/277

(MULTI-

VOLT)

QNTY AS

REQUIRED

42W

(NOMINAL

FIXTURE

INPUT

WATTS)

SURFACE

SATIN

WHITE

LEDS 3500K

(130,000 HRS WITH

70% LUMEN

MAINTENANCE)

L70/130

80 CRI

VPF4L-LSL-4FT-MSL2-MIN10-20W-35K-

MVOLT-OP-WHT SERIES

S3

ARCHITECTURAL LED WALL SCONCE WITH VISUAL COMFORT

LENS, WIDE DISTRIBUTION AND INTEGRAL MOTION SENSOR

FOR BI-LEVEL SWITCHING (100/35%). PROVIDE WITH

SURFACE MOUNT BRACKET

[FIXTURE LUMEN OUTPUT ~ 1,197 LUMENS]

LITHONIA

120/277

(MULTI-

VOLT)

QNTY AS

REQUIRED

10W

(NOMINAL

FIXTURE

INPUT

WATTS)

WALL

LEDS 3000K

(100,000 HRS WITH

91% LUMEN

MAINTENANCE)

L91/100

80 CRI

WDGE2-LED-P1SW-30K-80CRI-VW-

MVOLT-SRM-PBBW-PIR-DBLXD SERIES

S2014D

20FT(H) ROUND STEEL POLE WITH ONE LED DARK SKY

COMPLIANT LIGHTING FIXTURE. PROVIDE WITH DARK

BRONZE FINISH ON POLE AND FIXTURE. PROVIDE POLE WITH

ANIT-RESONANCE VIBRATION SYSTEM. PROVIDE POLE WITH

INTEGRAL WEATHERPROOF GFI RECEPTACLE.

APPROX FIXTURE DIMENSIONS: 33"(L) x 13"(W) x 7-1/2"(H).

[FIXTURE LUMEN OUTPUT ~ 15,613 LUMENS]

LITHONIA

277V

QNTY AS

REQUIRED

125W

(NOMINAL

FIXTURE

INPUT

WATTS)

POLE

LEDS 3000K

(100,000 HRS WITH

81% LUMEN

MAINTENANCE)

L81/100

70 CRI

DSX1-P4-30K-70CRI-T4M-277-SPA-

DMG-DBLXD SERIES

1. FIXTURE OPTICS SHALL BE AIMED AWAY FROM THE POLE, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

2. SEE POLE BASE DETAIL, SHEET B-E1.1, FOR ADDITIONAL REQUIREMENTS.

3. PROVIDE LIGHTING POLE WITH FACTORY INSTALLED ANTI-RESONANCE VIBRATION DAMPER SYSTEM.

4. PROVIDE FIXTURE WITH 0-TO-10V DIGITAL DIMMING CONTROLLER(S) [QNTY AS INDICATED ON THE LIGHTING PLAN]. FULLY COMPATIBLE WITH THE FIXTURE AND RATED FOR OPERATION WITH THE FIXTURE AND CONNECTED LOAD. FINISH COLOR OF THE DIMMING CONTROLLERS AND DEVICE PLATES SHALL MATCH THE COLOR OF ALL

OTHER WIRING DEVICES / DEVICE PLATES CONNECTED TO THE ASSOCIATED POWER SOURCE.

5. CONFIRM COLOR TEMPERATURE DURING SUBMITTAL PROCESS.

1. PROVIDE FIXTURE WITH 0-TO-10V DIGITAL DIMMING CONTROLLER(S) [QNTY AS INDICATED ON THE LIGHTING PLAN]. FULLY COMPATIBLE WITH THE FIXTURE AND RATED FOR OPERATION WITH THE FIXTURE AND CONNECTED LOAD. FINISH COLOR OF THE DIMMING CONTROLLERS AND DEVICE PLATES SHALL MATCH THE COLOR OF ALL

OTHER WIRING DEVICES / DEVICE PLATES CONNECTED TO THE ASSOCIATED POWER SOURCE.

2. CONFIRM COLOR TEMPERATURE DURING SUBMITTAL PROCESS.

F5

LITHONIA

120/277

(MULTI-

VOLT)

QNTY AS

REQUIRED

24W

(NOMINAL

FIXTURE

INPUT

WATTS)

SURFACE

SATIN

WHITE

EMS-L48-4000LM-LPPCL-WD-MVOLT-

GZ10-35K-80CRI SERIES

EMS-L48-6000LM-LPPCL-WD-MVOLT-

GZ10-35K-80CRI SERIES

4' LENSED, CORROSION RESISTANT, LED LINEAR LIGHTING

FIXTURE WITH WHITE FINISH SUITABLE FOR USE IN POOL

EQUIPMENT ROOMS.

[FIXTURE LUMEN OUTPUT ~ 4,039 LUMENS]

LEDS 3500K

(100,000 HRS WITH

77% LUMEN

MAINTENANCE)

L77/100

80 CRI

S4

SNAP-IN HANDRAIL PUCK VDC LIGHTING FIXTURE WITH

ASYMMETRIC DISTRIBUTION AND 316 STAINLESS STEEL

MARINE GRADE HOUSING. PROVIDE WITH REMOTE DRIVER.

[FIXTURE LUMEN OUTPUT ~ 150 LUMENS EACH]

ALPHABET

120/277

(MULTI-

VOLT)

QNTY AS

REQUIRED

1.5W

(NOMINAL

FIXTURE

INPUT

WATTS

VDC)

RECESSED,

HANDRAIL ------

LEDS 3000K

(90,000 HRS WITH

90% LUMEN

MAINTENANCE)

80 CRI

THETA HANDRAIL 750S SERIES 1. CONFIRM COLOR TEMPERATURE DURING THE SUBMITTAL PROCESS.

2. PROVIDE SHOP DRAWINGS, SHOWING INSTALLATION LOCATIONS AND SPACING. IN GENERAL, PUCK LIGHTING

SHALL BE 13FT SPACED.

1. CONFIRM COLOR TEMPERATURE DURING SUBMITTAL PROCESS.

COOPER

4SNX-57SL-FDL-UNV-L835-CD1-U

SERIES

COOPER

4VT2-LD5-6-DR-UNV-L835-CD1-WL-U

SERIES

COOPER

COOPER

4SNX-41SL-FDL-UNV-L835-CD1-U

SERIES

PHILIPS

COOPER

HVSL4-4-LD4-1STD-35-UNV-O-EDD1-

ALH SERIES

COOPER 4APVTLD-SL3C3 SERIES

VISTA 1054KM-B-WW-30-A-MV-010 SERIES

COOPER

GALN-SA3B-730-4-T4W-BZ-DIM

SERIES

SPITZER WPFP-37LC-U-CC-TG-C2-BL SERIES

COOPER

LERUD4C-23-D010-EC4C-2535-9030-

4LB-MD-3-H SERIES

R E

NI

GNEAN LOIS

ES

F O R P

E

KENTUC

K Y

FO

ETAT

S

DESNE

L I C

SHOULDERS

40526

W.

A HC AR

Z Y

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

DRAWN BY

A&E FILE NO. 2412-360

DECA LOG #

ACCOUNT NO.

670-CBD8-LB54-00

DESCRIPTION OF REVISIONS DATE

DESIGNED BY

08/01/2025

07/25/2025

ADDENDUM 1 8/22/25

Lake Barkley Lodge Pool Renovation

LIGHTING FIXTURE SCHEDULE

B-E1.2

CJS

ZWS

ZWS

LOUNGE

NATURE CENTER

STORAGE

LOBBY

GAME ROOM

STORAGE

ADA RESTROOM

JANITOR

MEN

WOMEN

STORAGE

DN

DN

DN

DN

DN

UP

ELEVATOR

E.1

R

AM

P

R

AM

P

RAMP

R

AM

P

R

AM

P

RAMP

N

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

ACTIVITY LEVEL - PLUMBING DEMOLITION

CAJ

SFM

1/8" = 1'-0"1 ACTIVITY LEVEL - DEMOLITION FLOOR PLAN - PLUMBING C-P001

DN

UPDINING ROOM

MEN

WOMEN

ELEVATOR

E.2

SERVICE

LANDING

SERVICE

N

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

LOWER LEVEL - PLUMBING DEMOLITION

CAJ

1/8" = 1'-0"1 LOWER LEVEL - DEMOLITION FLOOR PLAN - PLUMBING C-P002

DN DN

DN

DN

LOBBY

SALES OFFICE

PANTRY /

STORAGE

PASSAGE

SUNRISE ROOM

PASS.

MEN

ADA RESTROOM

JANITORS

WOMEN

PASS.

ELIZABETH HOOKS

ROOM

ELEVATOR

E.3

STORAGE

STORAGE

N

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

MAIN LEVEL - PLUMBING DEMOLITION

CAJ

1/8" = 1'-0"1 MAIN LEVEL - DEMOLITION FLOOR PLAN - PLUMBING C-P003

LOUNGE

NATURE CENTER

STORAGE

LOBBY

GAME ROOM

STORAGE

ADA RESTROOM

JANITOR

MEN

WOMEN

STORAGE

MEN

109DN

DN

DN

DN

DN

UP

ELEVATOR

E.1

R

AM

P

R

AM

P

RAMP

R

AM

P

R

AM

P

RAMP

N

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

1/8" = 1'-0"1 ACTIVITY LEVEL - FLOOR PLAN - PLUMBING

ACTIVITY LEVEL - PLUMBING NEW WORK

CAJ

C-P101

DINING ROOM

MEN

WOMEN

LANDING

ELEVATOR

E.2

SERVICE

LOBBY

LOBBY

N

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

1/8" = 1'-0"1 LOWER LEVEL - FLOOR PLAN - PLUMBING

LOWER LEVEL - PLUMBING NEW WORK

CAJ

C-P102

LOBBY

SALES OFFICE

PANTRY /

STORAGE

PASSAGE

SUNRISE ROOM

PASS.

MEN

ADA RESTROOM

JANITORS

WOMEN

PASS.

ELIZABETH HOOKS

ROOM

ELEVATOR

E.3

STORAGE

STORAGE

N

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

1/8" = 1'-0"1 MAIN LEVEL - FLOOR PLAN - PLUMBING

MAIN LEVEL - PLUMBING NEW WORK

CAJ

C-P103

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

PLUMBING SCHEDULES & DETAILS

CAJ

C-P201

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

PLUMBING SPECIFICATIONS

CAJ

C-P202

MEN

WOMEN

203ELEVATOR

E.2

LANDING

LANDING

12' - 0" A.F.F.

8' - 0" A.F.F.

12' - 0" A.F.F.

12' - 0" A.F.F.

GAME ROOM

LOUNGE

WOMEN

MEN

ELEVATOR

E.1

NATURE CENTER

STORAGE

STORAGE

ADA RESTROOM

JANITOR

10810' - 0" A.F.F.

8' - 0" A.F.F.

8' - 0" A.F.F.

9' - 0" A.F.F. LOUNGE

GAME ROOM

LOUNGE

WOMEN

MEN

ELEVATOR

E.1

NATURE CENTER

STORAGE

STORAGE

ADA RESTROOM

JANITOR

10810' - 0" A.F.F.

8' - 0" A.F.F.

8' - 0" A.F.F.

9' - 0" A.F.F. LOUNGE

GAME ROOM

LOUNGE

WOMEN

MEN

ELEVATOR

E.1

NATURE CENTER

STORAGE

STORAGE

ADA RESTROOM

JANITOR

10810' - 0" A.F.F.

8' - 0" A.F.F.

8' - 0" A.F.F.

9' - 0" A.F.F. LOUNGE

GAME ROOM

LOUNGE

WOMEN

MEN

ELEVATOR

E.1

NATURE CENTER

STORAGE

STORAGE

ADA RESTROOM

JANITOR

10810' - 0" A.F.F.

8' - 0" A.F.F.

8' - 0" A.F.F.

9' - 0" A.F.F. LOUNGE

GAME ROOM

LOUNGE

WOMEN

MEN

ELEVATOR

E.1

NATURE CENTER

STORAGE

STORAGE

ADA RESTROOM

JANITOR

10810' - 0" A.F.F.

8' - 0" A.F.F.

8' - 0" A.F.F.

9' - 0" A.F.F. LOUNGE

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

FLOOR PLAN - ELECTRICAL DEMOLITION

WCY

SFM

C-E001

NORTH NORTH

UPDINING ROOM

MEN

WOMEN

ELEVATOR

E.2

SERVICE

LANDING

SERVICE

LOUNGE

NATURE CENTER

STORAGE

LOBBY

GAME ROOM

STORAGE

ADA RESTROOM

JANITOR

MEN

WOMEN

STORAGE

DN

DN

DN

DN

DN

UP

ELEVATOR

E.1

R

AM

P

R

AM

P

RAMP

R

AM

P

R

AM

P

RAMP

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

FLOOR PLAN - ELECTRICAL DEMOLITION

WCY

SFM

C-E002

NORTHNORTH

LOBBY

SALES OFFICE

PANTRY /

STORAGE

PASSAGE

SUNRISE ROOM

PASS.

MEN

ADA RESTROOM

JANITORS

WOMEN

PASS.

ELIZABETH HOOKS

ROOM

STORAGE

OFFICE

MEN

WOMEN

STORAGE

JANITOR

LOBBY

WORK ROOM

GIFT SHOP

VENDING

STORAGE

ELEVATOR

E.3

STORAGE

STORAGE

10' - 0" A.F.F. 8' - 0" A.F.F.

8' - 0" A.F.F.

8' - 0" A.F.F.

8' - 0" A.F.F.

10' - 0 1/2" A.F.F (TYP)

10' - 0 1/2" A.F.F (TYP)

10' - 0 1/2" A.F.F (TYP)

10' - 0 1/2" A.F.F (TYP)

10' - 0 1/2" A.F.F (TYP)

11' - 11 1/2" A.F.F.

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

FLOOR PLAN - ELECTRICAL DEMOLITION

WCY

SFM

C-E003

NORTH

DN DN DN

DN

DN

LOBBY

SALES OFFICE

PANTRY /

STORAGE

PASSAGE

SUNRISE ROOM

PASS.

MEN

ADA RESTROOM

JANITORS

WOMEN

PASS.

ELIZABETH HOOKS

ROOM

STORAGE

OFFICE

MEN

WOMEN

STORAGE

JANITOR

LOBBY

WORK ROOM

GIFT SHOP

VENDING

STORAGE

ELEVATOR

E.3

STORAGE

STORAGE

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

FLOOR PLAN - ELECTRICAL DEMOLITION

WCY

SFM

C-E004

NORTH

DINING ROOM

MEN

WOMEN

ELEVATOR

E.2

LANDING

LANDING

12' - 0" A.F.F.

8' - 0" A.F.F.

12' - 0" A.F.F.

12' - 0" A.F.F.

GAME ROOM

LOUNGE

WOMEN

MEN

ELEVATOR

E.1

NATURE CENTER

STORAGE

STORAGE

ADA RESTROOM

JANITOR

9' - 0" A.F.F.

10' - 0" A.F.F.

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

FLOOR PLAN - LIGHTING NEW WORK

WCY

SFM

C-E005

MEN

WOMEN

LANDING

ELEVATOR

E.2

SERVICE

LOBBY

LOBBY

LOUNGE

NATURE CENTER

STORAGE

LOBBY

GAME ROOM

STORAGE

ADA RESTROOM

JANITOR

MEN

WOMEN

STORAGE

MEN

109DN

DN

DN

DN

DN

UP

ELEVATOR

E.1

R

AM

P

R

AM

P

RAMP

R

AM

P

R

AM

P

RAMP

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

FLOOR PLAN - POWER NEW WORK

WCY

SFM

C-E006

SALES OFFICE

PANTRY /

STORAGE

PASSAGE

SUNRISE ROOM

PASS.

308 MEN

ADA RESTROOM

JANITORS

WOMEN

PASS.

ELIZABETH HOOKS

ROOM

STORAGE

OFFICE

MEN

WOMEN

STORAGE

JANITOR

LOBBY

WORK ROOM

GIFT SHOP

VENDING

STORAGE

ELEVATOR

E.3

STORAGE

STORAGE

LANDING

LANDING

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

FLOOR PLAN - LIGHTING NEW WORK

WCY

C-E007

LOBBY

SALES OFFICE

PANTRY /

STORAGE

PASSAGE

SUNRISE ROOM

PASS.

MEN

ADA RESTROOM

JANITORS

WOMEN

PASS.

ELIZABETH HOOKS

ROOM

STORAGE

OFFICE

MEN

WOMEN

STORAGE

JANITOR

LOBBY

314 WORK ROOM

GIFT SHOP

VENDING

STORAGE

ELEVATOR

E.3

STORAGE

STORAGE

W4.3

W4.3

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

FLOOR PLAN - POWER NEW WORK

WCY

C-E008

A&E FILE NO.

AS BUILT DATE

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

LEGENDS, NOTES, DETAILS

WCY

C-E009

550 S. FOURTH STREET LOUISVILLE, KENTUCKY (502) 583-8888

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

DRAWING INFORMATION

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

DECA LOG #

ACCOUNT NO.

DRAWING NO.

4Pr in te d

D at e

6/ 6/

1:

:3

AM

A8886

07/07/25

COMMONWEALTH OF KENTUCKY

LAKE BARKLEY LODGE RENOVATION

FRANKFORT, KENTUCKYC

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION670-CBEA-LB52-00

PANEL SCHEDULES

WCY

C-E010

C

-A

C

-A

15/ C-A401

13/ C-A401

C

-A

17/ C-A401

19/ C-A401

C

-A

/4

8' - 0 3/4"

DINING

LOBBY

WOMENS

LOBBY

MENS

CHASE

CHASE

PASSAGE

PASSAGE

DISHWASHING

EMPLOYEE DINING

MECHANICAL ROOM

MECHANICAL ROOM

SERVICE

SERVICE

REMOVABLE SSTL

COVER FOR SINK

CARVING STATION

SLIDING DOORS UNDER SINKS FOR ACCESS

UNDERSHELF ACROSS UNIT FOR STORAGE

SLIDING DOORS TO ALLOW ACCESS TO UNDERSHELF FOR STORAGE

PROJECT No:

SHEET NUMBER:

SHEET TITLE:

DRAWN BY:

SHEET SCALE:

1. All plumbing and electrical connections, carpentry, sheet metal and masonry work shall not be the responsibility of the Foodservice Equip-ment Contractor, but shall be the responsibility of the respective trades.

2. This drawing is the property of C&T Design and Equipment Co., Inc. It shall not be copied or reproduced in any manner without the written con-sent of C&T Design and Equipment Co., Inc.