COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-23-26

FOR: Re-Ad of RFB-255-25 Sewer Upgrades Phase 3 Wastewater Treatment Plant Carter Caves State Resort Park Olive Hill, Kentucky

DATE: September 8, 2025

RFB-785-2600000038

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: Refer to addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.

Item 2: Official Bid Date has been moved to September 15, 2025, at 1:30 P.M. Eastern Time

END OF ADDENDUM

Invitation to Bid No. RFB-23-26 For: Re-Ad of RFB-255-25 Sewer Upgrades Phase 3 Wastewater Treatment Plant Carter Caves State Resort Park Olive Hill, Kentucky

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

DECA Account No. 670-CBAX-CC21-00 Page 1 GRW Project No. 4803-04

ADDENDUM NO. 3

INVITATION TO BID # RFB-23-26 FOR: RE-AD OF RFB-255-25

CONTRACT DOCUMENTS

PARKS – CARTER CAVES SRP (CC) – SEWER UPGRADES PHASE 3

WASTEWATER TREATMENT PLANT IMPROVEMENTS

DECA ACCOUNT NO. 670-CBAX-CC21-00

GRW PROJECT NO. 4803-04

September 3, 2025

TO ALL PROSPECTIVE SUBMITTERS:

Be advised that the following clarifications and modifications are to be included in the above referenced Project:

Questions Answers

1. Will the addenda including all questions, changes, etc. from the original bid be included as part of these bidding documents?

All addendum items issued for the original bid have been incorporated into the Re-Bid plan/specs.

2. Is the shrinkage reducing admixture of 2% mentioned in the specifications required for all concrete applications on the project?

Yes, the shrinkage reducing admixture is required for all Class A and Class B concrete.

3. Are special inspections / concrete testing the responsibility of the contractor?

It is the responsibility of the Owner to hire the 3rd party special inspectors. It is the Contractor’s responsibility to ensure the special inspectors are given ample notification of all upcoming and ongoing work requiring inspection as well as providing safe means of access to inspect the work.

4. Are there any below grade waterproofing requirements for walls of new structures?

Provide embedded PVC waterstops at construction joints where shown on drawings. Provide vapor barrier under control building slab and along foundation wall as shown on Section 1/S-08-301.

There are no other waterproofing requirements.

5. What type of material and size is required for the temporary chlorine line? Does the temporary line need to be buried? If so, is there a detail on how to connect to the existing effluent structure?

The Contractor cannot impact the WWTP in such a way that causes a KPDES permit violation. A means for disinfecting and dechlorinating (if needed) needs to be provided if normal disinfection operations at the WWTP are inhibited, stopped, or interrupted. This could be temporary UV disinfection, chlorine tablets (with dechlorination), underground or above ground temporary chlorine dosing line (material needs to be compatible with whatever chemical is being used).

Sheet 13 of the as-built plans that are included in Appendix B show how the current disinfection structure is setup.

DECA Account No. 670-CBAX-CC21-00 Page 2

Questions Answers

6. The specification calls for unclassified excavation. A significant amount of rock is expected to be encountered according to the Geotech Report along with potential unsuitable soil and groundwater. Would the owner/engineer entertain an allowance to cover any rock removal/structural remediation for unsuitable soils.

No, allowance will be provided for rock removal or for unsuitable soils. There is a Geotechnical Report in Appendix A to aid with decision making and risk assessment.

7. Is the Geotech Report considered part of the Bidding Documents?

Yes, the geotechnical report is in Appendix A of the specifications.

8. What are the backfill requirements for the below grade structures? What is a suitable backfill material?

Backfill requirements are given in the Earthwork Specification Section 312000.

9. On Drawing No. P-00-602, Sheet Keynote 5 states “Provide water heater. Install water heater, bracket, shelf, and all piping as to allow for access to adjacent furnace filter,” On Drawing No. P-08-101, Sheet Keynote 5 states “ … Provide shelf, bracket and all piping as to allow access to adjacent furnace filter.”

No furnace is depicted on Drawing No. H- 08-101 or Drawing Number E-08-102. On Drawing No. E-08-102, an outline of something is shown, but there is no callout, tag, or other identification of what it is.

Please clarify and identify all intended elements and features. Additionally, we do not see any indication of a permanent heater in the Utility Room to provide freeze protection for the plumbing features.

Notes referring to furnace filter on plumbing drawings have been removed in addendum.

Unit heater has been included on HVAC drawing in this addendum.

E-08-102 updated to add electrical to new Unit Heater.

10. In Section 099610 (High Performance Paints and Coatings), Article 3.11 provides a Paint Schedule that includes 14 items to be painted. Many of the items in the schedule do not apply to this project (Pretreatment Building, Grit Removal System, Influent PS, etc.). Please provide a Paint Schedule that is applicable to this specific project.

See Revised specification requirements included in this Addendum.

11. Could a location, suitable for disposing of excess excavated materials and demolition debris, be identified inside the park for use by the Contractor?

Please see Appendix C of the specifications.

DECA Account No. 670-CBAX-CC21-00 Page 3

Questions Answers

12. On Drawing No. H-00-601, Remark No. 3 in the Exhaust Fan Schedule, indicates EF-1 and EF-2 are to be roof-mounted with appropriate roof curb. We find no other mention of the roof curbs, and they are not shown in the Architectural drawings (where they are called out to be shown). Please revise the appropriate drawing sheets to provide clear details for the intended roof curbs.

Exhaust fans will be changed so that there is no roof mounting in this addendum.

13. On Drawing No. S-07-101, Plan Note 1 references Drawing No. M-07-102 and Drawing No. M-07-302 for the sizes and locations of various holes to be filled with concrete. As the sizes of the holes are not shown on the indicated sheets, please provide this information.

The individual sizes of each opening to be patched can be found in Appendix “B” (Existing WWTP Asbuilt) of the Specifications on sheets 9 and 10.

1. CLARIFICATIONS

A. Pre-bid meeting minutes are included with this Addendum.

B. Current Plan Holders list is included with this Addendum.

2. DRAWINGS

A. Drawing A-08-102: Replace this sheet in its entirety with the attached drawing.

B. Drawing A-08-201: Replace this sheet in its entirety with the attached drawing.

C. Drawing P-00-602: Removed reference to furnace filter in Keynote #5.

D. Drawing P-08-101: Removed reference to furnace filter in keynote #5.

E. Drawing H-00-501: Replaced detail for roof mounted fan with detail for louver.

F. Drawing H-00-601: Replace this sheet in its entirety with the attached drawing. (Removed air device schedule. Added electric unit heater schedule. Removed EF-2 from exhaust fan schedule and changed EF-1 from roof mounted to ceiling mounted fan. Updated sequence of operations statement.)

G. Drawing H-08-101: Replace this sheet in its entirety with the attached drawing. (Added EUH-1 to utility room. Changed EF-1 from roof mounted fan to ceiling mounted fan and added ductwork to move exhaust air out of the building through plan south wall. EF-2 has been removed with all ductwork, louvers, and grilles.)

H. Drawing E-08-102: Added new circuit for new unit heater (EH-1). The electrical contractor shall provide new 208V, 20A breaker (2-pole) & feeder of 3#12 in ¾”C from panel A (CKT# PA-28,30) to the new unit heater.

I. Drawing E-00-602: Added new unit heater to the panelboard schedule.

3. SPECIFICATIONS

A. Appendix D – Add Appendix “D” – Existing Control Building Limited Demolition Survey in its

DECA Account No. 670-CBAX-CC21-00 Page 4 entirety to the specifications.

a. Note: Per the conclusion of this report the Contractor will be responsible for submitting this report along with a Demolition notification to the Ky Division of Air Quality at least 10 days prior to the abatement/demo activities.

b. Note: Contractor shall note the Summary of Other Hazardous Materials on page 3 of the report. The Contractor shall be responsible for removal and proper disposal of any hazardous material and will be required to supply the owner the proper chain of custody for these items.

B. Specification Section 099113 – Exterior Painting – Delete this section in its entirety.

C. Specification Section 099123 – Interior Painting – Delete this section in its entirety.

D. Specification Section 099610 – High Performance Paints and Coatings – Replace this section in its entirety with the attached.

E. Specification Section 238239 – Electric Unit Heaters – Added this specification in its entirety to the contract documents.

ATTACHMENTS:

• Plan Holder's List

• Pre Bid Meeting Minutes

• Drawing A-08-102

• Drawing A-08-201

• Drawing P-00-602

• Drawing P-08-101

• Drawing H-00-501

• Drawing H-00-601

• Drawing H-08-101

• Specification Section 099610 – High Performance Painting and Coatings

• Specification Section 238239 – Electric Unit Heaters

• Appendix “D” – Existing Control Building Limited Demolition Survey

Pre-Bid Meeting Minutes

Wastewater Treatment Plant Improvements

GRW Project No. 4803-04 Date: August 5, 2025

4803-04 Pre-Bid Meeting Agenda Page 1 of 3

1. Introduction

• Owner and Operations: Parks

- Lisa Gorby, Project Manager

• DECA

- Tim Spencer, Project Manager

• Engineer: GRW Engineers, Inc.

- Michael Jacobs, PE, Principal

- Drew Hansen, PE, Project Engineer

2. Project Description

The project includes furnishing all equipment, supervision, labor, skill, material, and all other items necessary for the construction of the CC SRP Wastewater Treatment Plant Improvements. The scope of work includes, but is not limited to, the demolishing of existing lagoons, sludge drying beds, control building, and influent structure, pumps, installation of new screening structure, oxidation ditch aerators, oxidation ditch cleaning, clarifier splitter box, secondary clarifiers, UV disinfection system, control building, scum pump station, RAS/WAS pump station, and aerated sludge storage.

The foregoing descriptions shall not be construed as a complete description of all work required.

3. Bid/Construction Schedule

• August 5, 2025: Non-Mandatory Pre-bid Meeting (10:00 AM)

• August 25, 2025: Cut-Off Date for Questions (5:00 pm)

• August 27, 2025: Final Addendum Issued (by 2:00pm)

• September 9, 2025: Bids Due (1:30pm)

• September 9, 2025: Bids Read (2:30 pm)

• (630) Days : Final Construction Completion

4. Bidding Questions and Procedures

• DECA will only be accepting bids online through Commonwealth eProcurement System via the Vendor Self Service (VSS) system at https://vss.ky.gov. Base bid and alternate totals (if required) should be provided on the appropriate line items tab on VSS.

Submissions without line item totals (if required) may be rejected and deemed non-responsive.

• Pre-bid meeting Questions:

- All questions shall be formally submitted to GRW Engineers dhansen@grwinc.com by email with copies to mjacobs@grwinc.com, tim.spencer2@ky.gov, & lisa.gorby@ky.gov

• Final written responses in addendums will override any verbal question responses.

• Final issued addendums will be the legal response of record.

mailto:dhansen@grwinc.com mailto:mjacobs@grwinc.com mailto:tim.spencer2@ky.gov mailto:lisa.gorby@ky.gov MJacobs PolyLine

MJacobs PolyLine

MJacobs Text Box September 10, 2025 per addendum 2

Wastewater Treatment Plant Improvements

GRW Project No. 4803-04 Date: August 5, 2025

4803-04 Pre-Bid Meeting Agenda Page 2 of 3

5. Affirmative Action

• The Equal Employment Opportunity Act of 1978 applies to all state government projects with an estimated value exceeding $500,000. The contractor shall comply with all terms and conditions of the Act.

6. Wage Rates

• State and Federal Wage rates are not included as part of this project.

7. Funding by DECA

• All funding is by DECA.

Not Required:

1. BABA (Build American, Buy American)

2. American Iron & Steel (AIS)

3. Davis-Bason Wage Rates

4. Full Environmental Reviews

8. Bid Form

• The bid form is base bid lump sum price.

- For Alternative Equipment Information, Contractor shall provide lump sum deduction for any alternative equipment manufacturer.

- An allowance has been provided for the removal and disposal of oxidation ditch waste materials.

9. Completed Permits Prior to Construction

• KY DOW Construction Permit – obtained by Owner

• HBC Permit – Contractor to submit Wood Truss Design to HBC.

10. Permits to be completed

• Storm Water Pollution Prevention Plan (SWPPP)

• KPDES Notice of Intent (NOI)

11. Site Access

• Contractor to access the worksite via public roads.

• The access drive to the wastewater treatment plant from the Carter Caves State Park is a one lane asphalt road. It is recommended the contractor submitting a bid review and assess the access drive for potential conflicts with ingress/egress of construction equipment and materials.

Wastewater Treatment Plant Improvements

GRW Project No. 4803-04 Date: August 5, 2025

4803-04 Pre-Bid Meeting Agenda Page 3 of 3

12. General Construction

• No Blasting is allowed.

• Temporary barriers shall be constructed around fall hazards.

• Staging area shall be identified by the Contractor.

• All tree removal shall occur between November 15 and March 31.

• The entire site shall be maintained by the contractor (mowing, cleanup, site access, etc.)

• Spoils site for excess excavated material shall be identified by the Owner.

• Concrete washout structures shall be located and installed by the Contractor.

• Bypass pumping and maintaining service at all times is the responsibility of the Contractor.

• The wastewater treatment plant shall remain operational during construction.

13. Submittals

Required submittals include, but are not limited to:

• Project Schedule

• Schedule of Values

• Materials of construction and equipment per specifications

• Construction Sequencing Plan

• Staging Area Plan

• Dewatering Plan

• Concrete Washout Structures

• Maintenance of Operations Plan

• Bypass Pumping Plan

• Contractor/Sub-contractor Safety Plan(s)

• Pipe Laying Schedule

The named submittals are incidental to the contract and are not pay items

14. Questions and Comments

CONTROL BUILDING FLOOR PLAN - LIGHTING

OS

A-08-301

A-08-301

A-08-301

A-08-301

D

A

B C

4 2

2 4

A-08-201

A-08-201

A-08-201

A-08-201

2' - 0"

2' - 0"

A-08-302

A-08-302

A-08-30212

A-08-301

A-08-301

A-08-301

A-08-301

D

A

OFFICE

01RESTROOM

WORKROOM

CONTROL RM

9' - 10 3/4" 9' - 10 3/4"

9' - 10 3/4"

B C

9' - 0"

UTILITY

9' - 10 3/4"

223 3

8 8

8 8 engineering architecture geospatial

RTA DATE

DECA LOG #

A&E FILE NO.

CHECKED BY

DRAWN BY

DRAWING DATE

DRAWING INFORMATION

DRAWING NO.

AS BUILT DATE

PHASE

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

FRANKFORT, KENTUCKY

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

FINANCE AND ADMINISTRATION CABINET

COMMONWEALTH OF KENTUCKY

ACCOUNT NO.

801 CORPORATE DRIVE

LEXINGTON, KY 40503

(859) 223-3999

/2

/2

:2

:0

P

M C

U s e rs

\a n e s b it t\ D o c u m e n ts

\4

A E

A n e s b it t@ g rw in c .c o m

.r v t

A-08-102

CARTER CAVES STATE RESORT PARK

4803-04

REFLECTED CEILING AND ROOF PLAN

670-CBAX-CC21-00

JULY, 2025

AKN

ARN

B

ID

S E

T

C

4/8/25

SCALE: 1/4" = 1'-0"2

CARTER CAVES WWTP - CONTROL BUILDING ROOF PLAN

PLAN NORTH

SHEET KEYNOTES:

1 (2) 5/8" TYPE "X" GYPBOARD CEILING, PAINT

2 PREFINISHED GUTTER

3 PREFINISHED SOFFIT, VENTED

4 STANDING SEAM METAL ROOFING SYSTEM,

PROVIDE ICE-DAM SHIELD UNDERLAYMENT

5 PREFINISHED RAKE FLASHING

6 PREFINISHED RIDGE CAP, VENTED

7 PREFINISHED SOFFIT

8 PREFINISHED DOWNSPOUT, CONNECT TO

BOOT AND STORM SYSTEM, SEE CIVIL

9 PREFINISHED VALLEY FLASHING

10 12"x12" SOFFIT, WRAP IN 5/8" TYPE "X"

GYPBOARD, PAINT

11 24" SOFFIT, WRAP IN 5/8" TYPE "X" MIR

GYPBOARD, PAINT

12 DRYER VENT THROUGH ROOF, SEE

MECHANICAL

SEE ARCHITECTURAL GENERAL SHEET A-08-001

FOR TYPICAL SYMBOLS AND NOTES

GENERAL NOTES

1. CONSTRUCTION TYPE IS TO BE VB WITH A

"B-BUSINESS" OCCUPANCY. SEE LIFE

SAFETY DOCUMENTS FOR ADDITIONAL

REQ'S.

2. SEE SUBSEQUENT SHEETS FOR FLOOR,

REFLECTED CEILING, DIMENSION PLANS,

AND SCHEDULES.

3. SEE ROOM FINISH SCHEDULE FOR

MATERIAL FINISHES AND REQ'S.

4. SEE DOOR SCHEDULE FOR DOOR TYPES

AND REQ'S.

5. STRUCTURAL SHOWN FOR REFERENCE,

SEE DISCIPLINE SHEETS FOR REQ'S.

6. ELECTRICAL, COMMUNICATIONS,

PLUMBING, MECHANICAL ELEMENTS

SHOWN ARE FOR REFERENCE. SEE

DISCIPLINE SHEETS FOR REQ'S.

7. SEE CIVIL / LANDSCAPE ARCHITECTURE

FOR DOOR STOOPS, STORM

CONNECTIONS, AND SITE FEATURES.

8. SEE ENLARGED PLANS FOR ADDITIONAL

DETAILS.

ENERGY VALUES ARE TO MEET OR EXCEED THE

FOLLOWING:

-EXTERIOR WALLS: R-9.5ci (MASS)

-FOUNDATION: R-10 FOR 24"

-ROOF: R-38 (ATTIC)

-DOORS: U.61

-FENESTRATION:

-DOORS: U.77

-WINDOWS: .38

-SHGC: .40

SYMBOL KEY

SCALE: 1/4" = 1'-0"1

CARTER CAVES WWTP - CONTROL BUILDING REFLECTED CEILING PLAN

ADDENDUM #1 9/3/25

FIRST LEVEL

895' - 0" EL.

T.O. MASONRY

905' - 0" EL.

A-08-301

FIRST LEVEL

895' - 0" EL.

T.O. MASONRY

905' - 0" EL.

A-08-301

2 3

10 9

FIRST LEVEL

895' - 0" EL.

T.O. MASONRY

905' - 0" EL.

A-08-301

9 11

2 3

FIRST LEVEL

895' - 0" EL.

T.O. MASONRY

905' - 0" EL.

A-08-301

2 3 engineering architecture geospatial

RTA DATE

DECA LOG #

A&E FILE NO.

CHECKED BY

DRAWN BY

DRAWING DATE

DRAWING INFORMATION

DRAWING NO.

AS BUILT DATE

PHASE

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

FRANKFORT, KENTUCKY

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

FINANCE AND ADMINISTRATION CABINET

COMMONWEALTH OF KENTUCKY

ACCOUNT NO.

801 CORPORATE DRIVE

LEXINGTON, KY 40503

(859) 223-3999

/3

/2

:1

:3

A

M C

U s e rs

\a n e s b it t\ D o c u m e n ts

\4

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.r v t

A-08-201

CARTER CAVES STATE RESORT PARK

4803-04

EXTERIOR ELEVATIONS

670-CBAX-CC21-00

JULY, 2025

AEN

ARN

B

ID

S E

T

C

4/8/25

SCALE:5

CONTROL BUILDING PERSPECTIVE

SHEET KEYNOTES:

1 PREFINISHED GUTTER

2 PREFINISHED RIDGE CAP, VENTED

3 STANDING SEAM METAL ROOFING SYSTEM,

PROVIDE ICE-DAM SHIELD UNDERLAYMENT

4 PREFINISHED RAKE FLASHING

5 PREFINISHED FASCIA BOARD

6 8" NOM CMU STRUCTURAL WALL W/ 2"ci RIGID

INSULATION, AIR SPACE, 4" NOM SPLIT FACED

CMU

7 PREFINISHED DOWNSPOUT, CONNECT TO

BOOT AND STORM SYSTEM, SEE CIVIL

8 THERMALLY BROKEN ALUMINUM FRAMED

WINDOW, INSULATED GLAZING

9 GALV HM DOOR AND FRAME, PROVIDE

INSULATED GLAZING WHERE APPLICABLE

10 COILING DOOR

11 GALV HM DOUBLE DOOR AND FRAME

12 CAST STONE HEADER / SILL

13 DRYER VENT THROUGH ROOF, SEE

MECHANICAL

14 EXHAUST LOUVER, SEE MECHANICAL

SEE ARCHITECTURAL GENERAL SHEET A-08-001

FOR TYPICAL SYMBOLS AND NOTES

GENERAL NOTES

1. CONSTRUCTION TYPE IS TO BE VB WITH A

"B-BUSINESS" OCCUPANCY. SEE LIFE

SAFETY DOCUMENTS FOR ADDITIONAL

REQ'S.

2. SEE SUBSEQUENT SHEETS FOR FLOOR,

REFLECTED CEILING, DIMENSION PLANS,

AND SCHEDULES.

3. SEE ROOM FINISH SCHEDULE FOR

MATERIAL FINISHES AND REQ'S.

4. SEE DOOR SCHEDULE FOR DOOR TYPES

AND REQ'S.

5. STRUCTURAL SHOWN FOR REFERENCE,

SEE DISCIPLINE SHEETS FOR REQ'S.

6. ELECTRICAL, COMMUNICATIONS,

PLUMBING, MECHANICAL ELEMENTS

SHOWN ARE FOR REFERENCE. SEE

DISCIPLINE SHEETS FOR REQ'S.

7. SEE CIVIL / LANDSCAPE ARCHITECTURE

FOR DOOR STOOPS, STORM

CONNECTIONS, AND SITE FEATURES.

8. SEE ENLARGED PLANS FOR ADDITIONAL

DETAILS.

ENERGY VALUES ARE TO MEET OR EXCEED THE

FOLLOWING:

-EXTERIOR WALLS: R-9.5ci (MASS)

-FOUNDATION: R-10 FOR 24"

-ROOF: R-38 (ATTIC)

-DOORS: U.61

-FENESTRATION:

-DOORS: U.77

-WINDOWS: .38

-SHGC: .40

SYMBOL KEY

SCALE: 1/4" = 1'-0"4

EAST ELEVATION

SCALE: 1/4" = 1'-0"1

NORTH ELEVATION

SCALE: 1/4" = 1'-0"3

SOUTH ELEVATION

SCALE: 1/4" = 1'-0"2

WEST ELEVATION

ADDENDUM #1 9/3/25

NOT TO SCALE2 WASTE & VENT RISER DIAGRAM

SLAB

(TYP)

BFP-1

1 1/4"

1 1 /4"

DWH-1

WH

SLAB WALL

3/4"

1 1/4"

3/4"

1 1 /4"

0°

140°

140°

3/ 4"3/4"

3/4"

3/ 4"

3/4"

3/4"3/ 4"

0°

EXT-1

140°

1/2"

0°

1/ 2"

1"

140° 1/2"

3/4"

0°

1/2

1/2

WB-1

1/2"

3/ 4"

110°

110°

SH-1

1/2

1/2

1/2"

3/4"

1/2"

3/4"

3/4" 110°

L-1

WALL

1/2

WALL

1/2

0°

1/2

TMV-2

1/2

0°

1/2

1/2

JS-1

S-1

1/2"

1/2"

3/4"

1/2"

1/2

WC-1

NOT TO SCALE1 DOMESTIC WATER RISER DIAGRAM

1 1/4"

SHEET KEYNOTES:

1. SEE CIVIL PLANS FOR CONTINUATION.

2. PROVIDE MAIN DCW SHUT-OFF VALVE ABOVE FLOOR PER KENTUCKY PLUMBING CODE.

3. PROVIDE BFP-1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. PROVIDE WITH STRAINER AND

AIR GAP FITTING. PIPE AIR GAP FITTING PIPE TO FLOOR DRAIN.

4. PROVIDE TP-1 (TRAP PRIMER AND DISTRIBUTION UNIT) MOUNTED TO WALL BELOW WATER

HEATER. EXTEND 1/2" PIPES TO INLET SIDE OF SHOWER DRAIN TRAP IN RESTROOM 02 AND 1/2"

PIPE TO INLET SIDE OF FLOOR DRAIN IN UTILITY 05.

5. PROVIDE WATER HEATER ON SHELF MOUNTED TO WALL. PROVIDE DRAIN PAN. PROVIDE AND

EXTEND DRAIN FROM DRAIN PAN AND PIPE FROM T&P RELIEF VALVE TO FLOOR DRAIN.

6. PROVIDE MOUNTING BRACKET AND SHELF MOUNTED TO WALL.

7. PROVIDE DRAIN PAN BELOW WATER HEATER.

8. EXTEND 3/4" DRAIN FROM DRAIN PAN TO FLOOR DRAIN.

9. T&P RELIEF VALVE PROVIDED WITH WATER HEATER. EXTEND DRAIN FROM T&P RELIEF VALVE TO

FLOOR DRAIN.

10. PROVIDE TMV-1. MOUNT 4'-6" AFF.

11. PIPE SOFFIT. PROVIDE WATER PIPE IN SOFFIT. SEE ARCHITECTURAL PLAN FOR SOFFIT DETAIL.

12. PROVIDE TMV-2. MOUNT BELOW LAVATORY.

13. PROVIDE ACCESS DOOR IN SOFFIT FOR WHA-B.

14. PROVIDE 1/2" DCW PIPE TO TP-1 DISTRIBUTION UNIT.

TMV-1

TP-1

UTILITY

RR

OFFICE

OFFICE

RR

UTILITY

RR

GENERAL NOTES:

1. SEE SHEET H-00-001 FOR PLUMBING SYMBOL LEGEND AND GENERAL NOTES.

2. DO NOT INSTALL ANY PLUMBING PIPES ABOVE ANY ELECTRICAL OR CONTROL PANELS,

4"

4"

4"

4"

4"

4"

3"

2"

2"

4" 4"

4"

4"

2"4"

2"

2" 2"

2"

2"

2"

WCO

WCO

2"

2" 2"

2"

2"

1 1/4"

WHA-B

P R

IN

TE

D : 9

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ADDENDUM #1 9/3/25

AutoCAD SHX Text

CVS

AutoCAD SHX Text

MAS

AutoCAD SHX Text P-00-602

AutoCAD SHX Text

RISER DIAGRAMS - PLUMBING

AutoCAD SHX Text 4/8/25

AutoCAD SHX Text

RTA DATE

AutoCAD SHX Text

DECA LOG #

AutoCAD SHX Text

A&E FILE NO.

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

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REVISION HISTORY OF THIS DRAWING

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DATE

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DESCRIPTION OF REVISIONS

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FRANKFORT, KENTUCKY

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DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

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DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

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FINANCE AND ADMINISTRATION CABINET

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COMMONWEALTH OF KENTUCKY

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ACCOUNT NO.

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670-CBAX-CC21-00

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CARTER CAVES STATE RESORT PARK

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WASTEWATER TREATMENT PLANT IMPROVEMENTS

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GRW ENGINEERS, INC.

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801 CORPORATE DRIVE

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LEXINGTON, KENTUCKY, 40503

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PHONE : 859-223-3999

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FAX : 859-223-8917

D

A

B C

SCALE: 1/4"=1'-0" 0 4' 8'2'2 CONTROL BUILDING FLOOR PLAN - SANITARY

PLAN

NORTH

D

A

B C

SCALE: 1/4"=1'-0" 0 4' 8'2'1 CONTROL BUILDING FLOOR PLAN - DOMESTIC WATER

PLAN

NORTH

JS-1

S-1

L-1

SH-1

WB-1

OFFICE

RESTROOM

WORKROOM

CONTROL RM

UTILITY

OFFICE

RESTROOM

WORKROOM

CONTROL RM

UTILITY

TMV-2

TMV-1

EXT-1

DWH-1 BFP-1

WC-1

WH

1 1/4"

1/2"

1/ 2"

1/ 2"

1/2"

3/4"

3/4"

1"

1"

3/ 4"

1/ 2"

1/ 2"

3/ 4"3/4"

3/4"

TP-1 10

WHA-B

2-WAY CO

4"

FD-1

JS-1

S-1

L-1

WB-1

4"

4" VT

4" VTR

0°

0°

110°

SH-1

2" VT

4"

2"2"

2"

3" 4"

2"

4" 4"

4"

2"

2"

2"

4"

WC-1

GENERAL NOTES:

1. SEE SHEET H-00-001 FOR PLUMBING SYMBOL LEGEND AND GENERAL NOTES.

2. DO NOT INSTALL ANY PLUMBING PIPES ABOVE ANY ELECTRICAL OR CONTROL PANELS,

SHEET KEYNOTES:

1. SEE CIVIL PLANS FOR CONTINUATION.

2. PROVIDE MAIN DCW SHUT-OFF VALVE ABOVE FLOOR PER KENTUCKY PLUMBING CODE.

3. PROVIDE BFP-1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. PROVIDE WITH STRAINER AND AIR

GAP FITTING. PIPE AIR GAP FITTING PIPE TO FLOOR DRAIN.

4. PROVIDE ACCESS DOOR IN SOFFIT FOR WHA-B.

5. PROVIDE WATER HEATER ON SHELF MOUNTED TO WALL. PROVIDE DRAIN PAN. PROVIDE AND EXTEND

DRAIN FROM DRAIN PAN AND PIPE FROM T&P RELIEF VALVE TO FLOOR DRAIN.

6. PROVIDE TMV-1. MOUNT 4'-6" AFF. REFER TO DETAIL ON SHEET P-00-501 - DETAILS - PLUMBING AND

SCHEDULE ON SHEET P-00-601 - SCHEDULES - PLUMBING FOR MORE INFORMATION.

7. PROVIDE WATER PIPE IN SOFFIT. SEE ARCHITECTURAL PLAN FOR SOFFIT DETAIL.

8. PROVIDE TMV-2. MOUNT BELOW LAVATORY. REFER TO DETAIL ON SHEET P-00-501 - DETAILS - PLUMBING AND SCHEDULE ON SHEET P-00-601 - SCHEDULES - PLUMBING FOR MORE INFORMATION.

9. PROVIDE TWO-WAY TEST TEE CLEANOUT. REFER TO DETAIL ON SHEET P-00-501 - DETAILS - PLUMBING

FOR MORE INFORMATION.

10. PROVIDE TP-1 (TRAP PRIMER AND DISTRIBUTION UNIT) MOUNTED TO WALL BELOW WATER HEATER.

EXTEND 1/2" PIPES TO INLET SIDE OF FLOOR DRAIN AND SHOWER DRAIN TRAPS IN RESTROOM 02 AND

1/2" PIPE PIPE TO INLET SIDE OF FLOOR DRAIN TRAP IN UTILITY 05.

11. EXTEND 1/2" DCW PIPE TO TRAP PRIMER (TP-1) DISTRIBUTION UNIT.

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CONTROL BUILDING FLOOR PLAN - PLUMBING

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CVS

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JAC

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RTA DATE

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A&E FILE NO.

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REVISION HISTORY OF THIS DRAWING

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DATE

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DESCRIPTION OF REVISIONS

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FRANKFORT, KENTUCKY

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DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

AutoCAD SHX Text

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

AutoCAD SHX Text

FINANCE AND ADMINISTRATION CABINET

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COMMONWEALTH OF KENTUCKY

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ACCOUNT NO.

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670-CBAX-CC21-00

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CARTER CAVES STATE RESORT PARK

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WASTEWATER TREATMENT PLANT IMPROVEMENTS

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GRW ENGINEERS, INC.

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801 CORPORATE DRIVE

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LEXINGTON, KENTUCKY, 40503

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PHONE : 859-223-3999

15 DEGREE TYP

PLAN OR SIDE VIEW

15 DEGREE TYP

X X

C CFM

A CFM

RETURN SYSTEMS ONLY

20° MAX.

VCD

xY=X

FROM RECTANGULAR MAIN

BRANCH TAKEOFFS

C CFM

RECTANGULAR VANED ELBOW

D

ROUND DUCT TAKEOFFD

VCD

1.5xD

C CFM

xY=X

VCD

A CFM

C CFM

VCD

VCD

VCD

4" MIN.

VCD

L=1/4W, L

VCD

W

W

R1=(W1+W2)/2

X OR Y LESS THAN 12"

X OR Y LESS THAN 12"

D LESS THAN 12" USE RADIUS:

FOR D OF 12" OR MORE USE

R=D

90° TEES

A CFM

W

B CFM

OFFSETS

W

Y

B CFM

R

D

20° MAX.

VCD VCD

X

90 RADIUS ELBOWS

A CFM

Y

D

R1=(X+Y)/2 R2=X+Y

R2 R1 Y

R1

R1=(X+Y)/2 R2=X+Y

VCD

R2

R1

R2=W1+W2

W2Y

VCD

R2

W1

NOT TO SCALE5 RECTANGULAR DUCTWORK DETAILS

4" DIA. S.S. DRYER VENT

WITH WEATHERPROOF LAP

CAULK AROUND VENT

PIPE

PATE STEPPED PVC BOOT

ROOF DECK BY G.C.FASTEN CURB

TO DECK

PATE PIPE SEAL

S.S. WORM DRIVE CLAMPS

NOT TO SCALE1

DRYER VENT

THROUGH ROOF DETAIL

WASHER DRYER

7 1/2"X 7 1/2" LINT TRAP IN

RISER STAINLESS STEEL OR

ALUMINUM LINT SCREEN,

MOUNT APPROX. 46"AFF, OR

APPROVED EQUAL

NOTE:

1. CONTRACTOR SHALL PROVIDE ACCESS

DOOR IN WALL FOR LINT TRAP CLEANING

AND CLEANOUT ACCESS.

DUCT CLEAN-OUT

ATTACH WITH DRAW

BAND, TYP.

S.S. OR ALUMINUM DUCT

DUCT CLEAN-OUT

LINT TRAP IN RISER

DRYER CONNECTION

NOT TO SCALE2

TYPICAL DRYER VENT

HOSE CONNECTION DETAIL

NOT TO SCALE3 DUCT TRANSITION DETAIL

NOTE: INSTALL DUCTLESS SPLIT SYSTEM ACCORDING TO

MANUFACTURER'S RECOMMENDATION.

R

SIZE PIPING ACCORDING TO

MANUFACTURER'S RECOMMENDATION

SLEEVE AND CAULK

PIPING THRU

OUTSIDE WALL

OUTDOOR UNIT W/

STAINLESS STEEL

WALL MOUNTING

BRACKET. MOUNT PER

MANUFACTURER'S

RECOMMENDATION

NOT TO SCALE6 TYPICAL OUTDOOR UNIT INSTALLATION

12"

MIN

36"

OUTSIDE WALL

PIPING TO INDOOR WALL-MOUNTED

UNITS.

1-1/4" COPPER SLEEVE

SEALED AIR AND WATER

TIGHT WITH SPRAY FOAM

INSULATION

NOT TO SCALE7

TYPICAL CONDENSATE

PIPING DETAIL

FINISHED GRADE

3/4" CONDENSATE PIPE

SECURE PIPING TO WALL

RUN PERPENDICULAR, SLOPED

AWAY FROM BUILDING

PROVIDE AIR GAP, THEN 4"

PERFORATED DRAIN TILE FILLED

WITH #11 GRAVEL 8'-0" LONG

M

IN

2"

NOT TO SCALE4

FIXED LOUVER WITH

DAMPER DETAIL

NOTES:

1. PITCH SLEEVE TOWARD LOUVER.

2. MIN. 16 GA. GALVANIZED STEEL SLEEVE.

VARIES

HEAD

SILL

FASTENER

WOOD BLOCKING

1 1/2" X 1 1/2" X 1/8"

GALVANIZED STEEL CLIP

ANGLE, 24" O/C & 6" FROM

ENDS. ATT TO LOUVER W/2-#10

TEK SCREWS PER CLIP

BIRDSCREEN

PROVIDE

GRAVITY

DAMPER

SEE ARCHITECTURAL

DWGS. FOR DETAILS

OF HEADS, SILLS, &

JAMBS

SLEEVE

DRAINABLE

FIXED

LOUVER

PROVIDE WEEP

HOLES IN FRAME

EXTENDED SILL

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JJS

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DETAILS - HVAC

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CVS

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REVISION HISTORY OF THIS DRAWING

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DATE

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DESCRIPTION OF REVISIONS

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FRANKFORT, KENTUCKY

AutoCAD SHX Text

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

AutoCAD SHX Text

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

AutoCAD SHX Text

FINANCE AND ADMINISTRATION CABINET

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COMMONWEALTH OF KENTUCKY

AutoCAD SHX Text

ACCOUNT NO.

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670-CBAX-CC21-00

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CARTER CAVES STATE RESORT PARK

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WASTEWATER TREATMENT PLANT IMPROVEMENTS

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GRW ENGINEERS, INC.

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801 CORPORATE DRIVE

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LEXINGTON, KENTUCKY, 40503

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PHONE : 859-223-3999

EXHAUST FAN SCHEDULE

MARK MANUFACTURER MODEL CFM

ESP

SONES

DRIVE

RPM

ELECTRICAL

REMARKS

(IN H20) TYPE V/Ø/Hz HP MCA MOCP

EF-1 GREENHECK SP-A110 100 0.17 0.7 DIRECT 950 115/60/1 FRAC. 0.2 15 ALL

REMARKS:

1. PROVIDE WITH DISCONNECT AND SPEED CONTROL LOCATED IN UTILITY ROOM

2. PROVIDE WITH APPROPRIATE BACKDRAFT DAMPER

OTHER ACCEPTABLE MANUFACTURERS INCLUDE: CARNES, COOK. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

MINI SPLIT SYSTEM SCHEDULE

MARK MANUFACTURER MODEL CONNECTION CFM SEER2 NOM. COOLING

CAPACITY MBH

NOM. HEATING

CAPACITY MBH HEATING HSPF2

ELECTRICAL

REMARKS

V/Ø/Hz MCA MOCP

OUTDOOR UNIT

ACCU-1 DAIKIN RK09NMVJU FCU-1 - 19 9.4 - - 208-230/1/60 12.1 15 ALL

ACCU-2 DAIKIN 2MXL18WMVJU9 FCU-2/FCU-3 - 16 21.3 32.0 8.7 208-230/1/60 17 20 ALL

INDOOR UNIT

FCU-1 DAIKIN FTK09NMVJU ACCU-1 417 - 9.4 - - 208-230/1/60 - - ALL

FCU-2 DAIKIN CTXS07WVJU9 ACCU-2 332 - 9.3 14.0 - 208-230/1/60 - - ALL

FCU-3 DAIKIN FTXS09WVJU9 ACCU-2 381 - 12.0 18.0 - 208-230/1/60 - - ALL

REMARKS:

1. COOLING DESIGN CONDITIONS: 95DB/78WB, 80DB/67WB INDOOR.

1. HEATING DESIGN CONDITIONS: 47DB/43WB, 70DB INDOOR.

3. FURNISH WITH WIRED REMOTE CONTROLLER / THERMOSTAT

4. PROVIDE OUTDOOR UNIT WITH WALL BRACKET

5. PROVIDE WITH CONDENSATE PUMP

6. INDOOR UNIT SHALL BE WALL MOUNTED UNIT.

7. INSTALL PER MANUFACTURER'S INSTRUCTIONS

8. INDOOR UNITS SHALL BE POWERED BY RESPECTIVE OUTDOOR UNIT.

OTHER ACCEPTABLE MANUFACTURERS INCLUDE: LG, MITSUBISHI, CARRIER, SAMSUNG. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

LOUVER SCHEDULE

MARK MANUFACTURER MODEL

INTAKE / SIZE

CFM

PRESSURE FREE AREA VELOCITY

REMARKS

EXHAUST WIDTH HEIGHT DEPTH DROP (IN) (SQ FT) (FPM)

L-1 GREENHECK ESD-202 EXHAUST 12 12 2 100 0.029 0.2 447 ALL

REMARKS:

1. LOUVER COLOR SELECTED BY ARCHITECT

2. COORDINATE ALL LOUVER LOCATIONS WITH ARCHITECT AND ENGINEER PRIOR TO INSTALLATION

3. ALUMINUM CONSTRUCTION

4. DRAINABLE BLADES

5. PROVIDE WITH GRAVITY DAMPER.

6. PROVIDE INSECT SCREEN

OTHER ACCEPTABLE MANUFACTURERS INCLUDE: RUSKIN, UNITED ENTERTECH. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

-OPERATION OF FAN SHALL BE INTERLOCKED WITH THE LIGHT SWITCH FOR ROOM 02 - RESTROOM.

SEQUENCE OF OPERATION - ALL FANS

ELECTRIC UNIT HEATER SCHEDULE

MARK MANUFACTURER MODEL TYPE CFM BTUH

ELECTRICAL

REMARKS

V/Ø/Hz KW MCA MOCP

EUH-1 QMARK MUH03-81 WALL-MOUNTED 350 10,200 208/1/60 3 18.1 30 ALL

REMARKS:

1. INTEGRAL THERMOSTAT AND DISCONNECT

2. PROVIDE REQUIRED MOUNTING BRACKET FOR WALL MOUNTING

OTHER ACCEPTABLE MANUFACTURERS INCLUDE: MARKEL, REDDI. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

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SCHEDULES - HVAC

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JJS

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CVS

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DATE

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DESCRIPTION OF REVISIONS

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FRANKFORT, KENTUCKY

AutoCAD SHX Text

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

AutoCAD SHX Text

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

AutoCAD SHX Text

FINANCE AND ADMINISTRATION CABINET

AutoCAD SHX Text

COMMONWEALTH OF KENTUCKY

AutoCAD SHX Text

ACCOUNT NO.

AutoCAD SHX Text

670-CBAX-CC21-00

AutoCAD SHX Text

CARTER CAVES STATE RESORT PARK

AutoCAD SHX Text

WASTEWATER TREATMENT PLANT IMPROVEMENTS

AutoCAD SHX Text

GRW ENGINEERS, INC.

AutoCAD SHX Text

801 CORPORATE DRIVE

AutoCAD SHX Text

LEXINGTON, KENTUCKY, 40503

AutoCAD SHX Text

PHONE : 859-223-3999

SCALE: 1/4"=1'-0" 0 4' 8'2'1 CONTROL BUILDING FLOOR PLAN - HVAC

PLAN

NORTH

GENERAL NOTES:

1. SEE SHEET H-00-001 FOR GENERAL NOTES,

ABBREVIATIONS, AND LEGEND.

2. COORDINATE WITH OTHER DISCIPLINES PRIOR TO

INSTALLATION OF MECHANICAL COMPONENTS.

SHEET KEYNOTES:

1. FURNISH AND INSTALL OUTDOOR SPLIT UNIT. MOUNT

UNIT ON WALL. SEE SCHEDULES AND DETAILS FOR

MORE INFORMATION. INSTALL PER MANUFACTURER

RECOMMENDATIONS.

2. FURNISH AND INSTALL WALL MOUNTED INDOOR

SPLIT UNIT. SEE SCHEDULES AND DETAILS FOR

MORE INFORMATION. HEIGHT TO BOTTOM OF UNIT

TO BE 8'-0". INSTALL PER MANUFACTURER

RECOMMENDATIONS.

3. PROVIDE AND INSTALL 4" DRYER VENT DUCT UP TO

ROOF. PROVIDE WALL CLEANOUT. COORDINATE

FINAL LOCATION OF DRYER VENT WITH OTHER

DISCIPLINES. SEE DETAILS FOR MORE INFORMATION.

4. FURNISH AND INSTALL NEW CEILING MOUNTED

EXHAUST FAN. ROUTE DUCT UP THROUGH ATTIC TO

LOUVER. SEE SCHEDULES AND DETAILS FOR MORE

INFORMATION.

5. FURNISH AND INSTALL NEW LOUVER. BASE OF

LOUVER TO BE APPROXIMATELY 9'-4" AFF. REFER TO

SCHEDULES AND DETAILS FOR MORE INFORMATION.

6. FURNISH AND INSTALL NEW WALL MOUNTED UNIT

HEATER. BASE OF HEATER TO BE APPROXIMATELY

6'-8" AFF. SEE SCHEDULES AND DETAILS FOR MORE

INFORMATION.

ACCU-1

CONTROL RM

ACCU-2

FCU-3

FCU-2

OFFICE

RESTROOM

WORKROOM

UTILITY

FCU-1

EUH-1

EF-1

L-1

CO

CO

CO

CO

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C D

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AutoCAD SHX Text H-08-101

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CONTROL BUILDING FLOOR PLAN - HVAC

AutoCAD SHX Text

JJS

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CVS

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DECA LOG #

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DATE

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DESCRIPTION OF REVISIONS

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FRANKFORT, KENTUCKY

AutoCAD SHX Text

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

AutoCAD SHX Text

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

AutoCAD SHX Text

FINANCE AND ADMINISTRATION CABINET

AutoCAD SHX Text

COMMONWEALTH OF KENTUCKY

AutoCAD SHX Text

ACCOUNT NO.

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670-CBAX-CC21-00

AutoCAD SHX Text

CARTER CAVES STATE RESORT PARK

AutoCAD SHX Text

WASTEWATER TREATMENT PLANT IMPROVEMENTS

AutoCAD SHX Text

GRW ENGINEERS, INC.

AutoCAD SHX Text

801 CORPORATE DRIVE

AutoCAD SHX Text

LEXINGTON, KENTUCKY, 40503

AutoCAD SHX Text

PHONE : 859-223-3999

4803-04 099610-1 HIGH PERFORMANCE PAINTS AND COATINGS

WASTEWATER PLANT – ADDENDUM NO. 1

SECTION 099610 – HIGH PERFORMANCE PAINTS AND COATINGS

PART 1- GENERAL

1.1 DESCRIPTION OF WORK

A. Provide all labor, materials, equipment and services for furnishing and installing the finishes as indicated on drawings and schedules, and as herein specified.

B. Work includes painting and finishing of interior and exterior exposed items and surfaces throughout project, except as otherwise indicated. Surface preparation, priming and coats of paint specified are in addition to shop-priming and surface treatment specified under other sections of work.

C. Work includes field painting of exposed bare and covered pipes and ducts (including color coding), and of hangers, exposed steel and iron work, and primed metal surfaces of equipment installed under mechanical and electrical work, except as otherwise indicated. In addition, the Contractor shall provide for the use of deep tone colors to be applied in selected areas as wall graphics, stripes and visual accents. The areas and colors shall be selected by the Architect- Engineer and shall not exceed 15 percent of the total wall surface area to be painted.

D. "Paint" as used herein means all coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats.

E. Surfaces to be Painted: Except where natural finish of material is specifically noted as a surface not to be painted, paint exposed surfaces whether or not colors are designated in "schedules".

Where items or surfaces are not specifically mentioned, paint the same as similar adjacent materials or areas. If color or finish is not designated, Architect-Engineer will select these from standard colors or finishes available.

F. Following categories of work are not included as part of field-applied finish work.

1. Pre-Finished Items: Unless otherwise indicated, do not include painting when factory-finishing or installer-finishing is specified for such items as (but not limited to) toilet enclosures, prefinished partition systems, acoustic materials, architectural woodwork and casework, and finish mechanical and electrical equipment, including light fixtures, switchgear, and distribution cabinets.

2. Concealed Surfaces: Unless otherwise indicated, painting is not required on surfaces such as walls or ceilings in concealed areas and generally inaccessible areas, furred areas, pipe spaces, and duct shafts.

3. Finished Metal Surfaces: Unless otherwise indicated, metal surfaces of anodized aluminum, stainless steel, chromium plate, copper, bronze and similar finished materials will not require finish painting.

4. Operating Parts: Unless otherwise indicated, moving parts of operating units, mechanical and electrical parts, such as valve and damper operators, linkages, sinkages, sensing devices, motor and fan shafts will not require finish painting.

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G. Following categories of work are included under other sections of these specifications.

1. Shop Priming: Unless otherwise specified, shop priming of ferrous metal items is included under various sections for structural steel, metal fabrications, hollow metal work and similar items.

2. Unless otherwise specified, shop priming of fabricated components such as architectural woodwork, wood casework and shop-fabricated or factory-built mechanical and electrical equipment or accessories is included under other sections of these Specifications.

H. Do not paint over any code-required labels, such as Underwriters' Laboratories and Factory Mutual, or any equipment identification, performance rating, name, or nomenclature plates.

I. PVC plastic process piping shall not be painted but shall be stenciled and labeled or tagged for identification surfaces. Each type of process piping using PVC pipe shall be installed using the same color pipe.

J. Repainting of existing structures, tanks, piping, and all other existing items shall not be part of this Contract unless otherwise noted. Areas that have been directly altered or damaged by construction shall be repainted to match existing conditions using the appropriate painting system.

1.2 RELATED DOCUMENTS

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

1.3 SUBMITTALS

A. Product Data: Submit manufacturer's technical information including paint label analysis and application instructions for each material proposed for use.

B. Samples: Prior to beginning work, submit color chips for surfaces to be painted. Use representative colors when preparing samples for review. Submit samples for Architect- Engineer's review of color and texture only. Provide a listing of material and application for each coat of each finish sample.

C. Submit manufacturer's data and shop drawings for the materials specified herein. Comply with all requirements of Section 013323.

D. Descriptive literature, catalog cuts, and dimensional prints clearly indicating all dimensions and materials of construction, shall be submitted on all items specified herein to the Engineer for review before ordering.

E. At the time of submission, the Contractor shall, in writing, call the Engineer's attention to any deviations that the submittals may have from the requirements of the Engineer's Contract Drawings and Specifications.

F. In accordance with the requirements of the General and Special Conditions and this Section, the following table includes, but is not limited to, the items required to be submitted:

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Item Description S ho p D ra w in gs

P ro du ct

D at a

S ch ed ul es

In st al la ti on

D at a

P ar ts L is ts

W ir in g

D ia gr am

S am pl

O

M M an ua l

C er tif ic at ar ra nt y

R ep or t

O th er

Coatings X X X X X

1.4 QUALITY ASSURANCE

A. Single Source Responsibility: Provide primers and other undercoat paint produced by same manufacturer as finish coats. Use only thinners approved by paint manufacturer and use only within recommended limits.

B. Coordination of Work: Review other sections of these Specifications in which prime paints are to be provided to ensure compatibility of total coatings systems for various substrates. Upon request from other trades, furnish information or characteristics of finish materials provided for use, to ensure compatible prime coats are used.

1.5 DELIVERY AND STORAGE

A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label, and following information:

1. Name or title of material.

2. Fed. Spec. number, if applicable.

3. Manufacturer's stock number, batch number, and date of manufacturer.

4. Manufacturer's name.

5. Contents by volume, for major pigment and vehicle constituents.

6. Thinning instructions.

7. Application instructions.

8. Color name and number.

B. Store materials not in actual use in tightly covered containers. Maintain containers used in storage of paint in a clean condition, free of foreign materials and residue. Protect from freezing where necessary. Keep storage area neat and orderly. Remove oily rags and waste daily. Take all precautions to ensure that workmen and work areas are adequately protected from fire hazards and health hazards resulting from handling, mixing and application of paints.

1.6 JOB CONDITIONS

A. Apply water-base paints only when temperature of surfaces to be painted and surrounding air temperatures are between 50 degrees F (10 degrees C) and 90 degrees F (32 degrees C), unless otherwise permitted or restricted by paint manufacturer's printed instructions.

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B. Apply solvent-thinned paints only when temperature of surfaces to be painted and surrounding air temperatures are between 45 degrees F (7 degrees C) and 95 degrees F (35 degrees C), unless otherwise permitted or restricted by paint manufacturer's printed instructions.

C. Do not apply paint in snow, rain, fog or mist, or when relative humidity exceeds 85%, or to damp or wet surfaces, unless otherwise permitted or restricted by paint manufacturer's printed instructions. Painting may be continued during inclement weather if areas and surfaces to be painted are enclosed and heated within temperature limits specified by paint manufacturer during application and drying periods.

D. Paint only when the surface temperature is at least 5 degrees F above the dew point, unless otherwise permitted by paint manufacturer's printed instructions.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS

A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated in the work include, but are not limited to, the following:

1. Tnemec Company, Inc. (Tnemec) 2 The Sherwin-Williams Company

3. Carboline

2.2 MATERIALS

A. Material Quality: Provide best quality grade of various types of coatings as regularly manufactured by acceptable paint materials manufacturers. Materials not displaying manufacturer's identification as a standard, best-grade product will not be acceptable.

B. Proprietary names used to designate colors or materials are not intended to imply that products of named manufacturers are required to exclusion of equivalent products of other manufacturers.

C. Color Pigments: Pure, non-fading, applicable types to suit substrates and service indicated.

1. Lead content in pigment, if any, is limited to contain no more than 0.06 percent lead, as lead metal based on the total non-volatile (dry-film) of paint by weight.

PART 3 - EXECUTION

3.1 INSPECTION

A. Applicator must examine areas and conditions under which painting work is to be applied and notify Contractor in writing of conditions detrimental to proper and timely completion of work.

Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to Applicator.

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B. Starting of painting work will be construed as Applicator's acceptance of surfaces and conditions within any particular area.

C. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of a durable paint film.

3.2 SURFACE PREPARATION

A. General: Perform preparation and cleaning procedures in accordance with paint manufacturer's instructions and as herein specified, for each particular substrate condition.

1. Provide barrier coats over incompatible primers or remove and re-prime as required. Notify Architect-Architect-Engineer in writing of any anticipated problems in using the specified coating systems with substrates primed by others.

2. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be finish-painted or provide surface-applied protection prior to surface preparation and painting operations. Remove, if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items.

3. Clean surfaces to be painted before applying paint or surface treatments. Remove oil and grease prior to mechanical cleaning per SSPC SP-1. Program cleaning and painting so that contaminants from cleaning process will not fall onto wet, newly-painted surfaces.

4. Abrasives for blasting shall be sharp, washed, salt free, angular, and free from feldspar or other constituents that tend to breakdown and remain on the surface.

5. Concrete floors shall be dry as indicated by testing in accordance with ASTM D4263, Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method.

B. Cementitious Materials: Per ASTM D4261, Standard Practice for Surface Cleaning Concrete Unit Masonry for Coating, prepare cementitious surfaces of concrete block to be painted by removing efflorescence, chalk, dust, dirt, grease, oils, and by roughening as required to remove glaze. Per ASTM D4262, Standard Test Method for pH of Chemically Cleaned or Etched Concrete Surfaces, determine alkalinity of surfaces to be painted by performing appropriate tests. If surfaces are found to be sufficiently alkaline to cause blistering and burning of finish paint, correct this condition before application of paint.