Technical Specifications

Town of Palm Beach

A-39, A-42, A-43 WASTEWATER PUMP STATION

VENTILATION IMPROVEMENTS

Prepared For:

Town of Palm Beach

Prepared By:

Kimley-Horn and Associates, Inc.

1920 Wekiva Way, Suite 200 West Palm Beach FL 33411 Ca 00000696

February 2026

PROJECT NO. 044063357

INDEX - 1 of 4

TOWN OF PALM BEACH A-39, A-42, A-43 WASTEWATER PUMP

STATION VENTILATION IMPROVEMENTS

TABLE OF CONTENTS

SECTION TITLE

COVER

INDEX

DIVISION 1 - GENERAL REQUIREMENTS

01010 SUMMARY OF WORK

01030 HURRICANE PREPAREDNESS

01060 REGULATORY REQUIREMENTS AND NOTIFICATION

01090 REFERENCE STANDARDS

01150 MEASUREMENT AND PAYMENT

01152 APPLICATIONS FOR PAYMENT

01200 COORDINATION AND PROJECT MEETINGS

01300 SUBMITTALS AND PROGRESS SCHEDULES

01410 TESTING LABORATORY SERVICES

01510 TEMPORARY UTILITIES

01560 TEMPORARY CONTROLS

01600 MATERIAL AND EQUIPMENT

01700 PROJECT CLOSEOUT

01720 PROJECT RECORD DRAWINGS

01730 OPERATION AND MAINTENANCE MANUALS

DIVISION 2 - SITE WORK

02016 EXISTING UTILITIES AND UNDERGROUND STRUCTURES

02065 DEMOLITION

INDEX - 2 of 4

DIVISION 3 - CONCRETE

03100 CONCRETE FORMWORK

03200 CONCRETE REINFORCEMENT

03300 CAST-IN-PLACE CONCRETE

DIVISION 4 - MASONRY

04340 REINFORCED CONCRETE MASONRY SYSTEM

DIVISION 5 - METALS

05500 MISCELLANEOUS METALS

DIVISION 6-8 - NOT USED

DIVISION 9 - FINISHES

09220 STUCCO

09900 PAINTING

DIVISION 10 - SPECIALTIES

10200 LOUVERS AND VENTS

DIVISION 11 – NOT USED

DIVISION 12 - NOT USED

DIVISION 13 – NOT USED

DIVISION 14 - NOT USED

DIVISION 15 - PIPING AND VALVES

15800 VENTILATION SYSTEM

INDEX - 3 of 4

DIVISION 16A – ELECTRICAL (A-39)

16010A BASIC ELECTRICAL REQUIREMENTS

16050A BASIC ELECTRICAL MATERIALS AND METHODS

16110A RACEWAYS

16120A CONDUCTORS

DIVISION 16B – ELECTRICAL (A-42 + A-43)

16000B ELECTRICAL GENERAL REQUIREMENTS

16050B BASIC MATERIALS AND METHODS

DIVISION 17 - NOT USED

INDEX - 4 of 4

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01010 - 1 OF 3 SUMMARY OF WORK

SECTION 01010

SUMMARY OF WORK

PART I - GENERAL

1.01 WORK COVERED BY THESE CONTRACT DOCUMENTS

A. Furnish all labor and materials necessary to construct all ventilation improvements at the A-39, A-42, and A-43 Wastewater Pump Stations as depicted on the plans and in these specifications to provide a complete and functional system.

B. Contractor's Duties:

1. Except as specifically noted, provide and pay for:

a. Mobilization and demobilization.

b. Preconstruction video

c. Maintenance of Traffic (pedestrian and vehicular)

d. Labor, materials, and equipment.

e. Tools, construction equipment, and fuel.

f. Electric, water and utilities required for construction.

g. Freight and sales tax.

h. Testing and laboratory services.

i. Field engineering.

j. Record Drawings in a format acceptable to the Engineer/Owner. Information will be used by the Engineer for Permit Certification Requirements.

k. Compliance with all of the conditions of the permits issued for this project.

l. Any other incidental labor, materials, and equipment required to construct the project.

m. Site restoration

1.02 CONTRACTS

A. Construct the Work under a Lump Sum contract.

B. Subcontractors (when used) shall work directly for the contractor.

1.03 WORK BY OTHERS AND FUTURE WORK

A. The Owner reserves the right to add to the work in accordance with the Contract

Documents.

B. No work is planned to be performed by the Owner. Contractor is responsible for coordinating ordering and delivery with suppliers.

1.04 WORK SEQUENCE

A. Sequence of work will be discussed and decided prior to the start of the project.

The contractor shall proceed in a manner that is logical for the progression of work.

B. Certain areas may be assigned priority to accommodate Owner's and/or property

01010 - 2 OF 3 SUMMARY OF WORK

owner needs.

C. Work shall only be performed during the authorized construction hours as specified by the Town of Palm Beach. No work shall be performed on Sundays or during

Town observed holidays. Work hours outside of the Town specified hours will require specific approval by the Town staff and/or Town Council.

D. It is generally desired that the contractor follow the below work sequence to carry out the Project. However, the contractor is not bound to this sequence and may submit alternative approaches for review if the contractor feels those approaches will better suit the Project from a schedule and sequence perspective. This sequence is general in nature and has not been written to cover all of the items necessary for a complete and functional system. Rather it is intended to cover the more significant construction items. Steps may be performed concurrently.

A-39 Ventilation Improvements

1. Install wetwell/drywell ventilation system per the plans and specifications.

Wetwell and drywell supply fan shall have the ability to provide 1,500 cfm at

1.0 in. w.g. Install louvers, ventilation ducts, blower supports, intake ducts, and new hood installation.

2. Replace the wastewater pumpstation’s exhaust fans per the plans and specifications. Exhaust fans shall have the ability to provide 1,653 cfm at 0.3

in. w.g. Replace the louvers, wall mounts, hardware, and new hood installation.

3. Provide electrical service to new ventilation fans from existing electrical motor control center and panel per construction drawings.

4. Perform start-up of the drywell/wetwell ventilation system and exhaust fans.

5. Perform finish work, painting, site cleanup, etc.

6. Restore site

A-42 Ventilation Improvements

1. Install wetwell/drywell ventilation system per the plans and specifications.

Wetwell and drywell supply fan shall have the ability to provide 1,500 cfm at

1.0 in. w.g. Install ventilation ducts, blower supports, intake ducts, and new hood installation.

2. Provide electrical service to new ventilation fans from existing electrical panel per construction drawings.

3. Perform start-up of the drywell/wetwell ventilation system.

4. Perform finish work, painting, site cleanup, etc.

5. Restore site

A-43 Ventilation Improvements

1. Install wetwell/drywell ventilation system per the plans and specifications.

Wetwell and drywell supply fan shall have the ability to provide 1,500 cfm at

1.0 in. w.g. Install ventilation ducts, blower supports, intake ducts, and new hood installation.

2. Provide electrical service to new ventilation fans from existing electrical panel per construction drawings.

3. Perform start-up of the drywell/wetwell ventilation system.

4. Perform finish work, painting, site cleanup, etc.

5. Restore site

01010 - 3 OF 3 SUMMARY OF WORK

1.05 CONTRACTOR-FURNISHED PRODUCTS AND RESPONSIBILITIES

A. Products furnished to the site and paid for by Contractor: All products necessary to complete the work described herein these contract documents and specifications.

B. Contractor's Responsibilities:

1. Review and incorporate Owner-reviewed shop drawings, product data, and samples into the construction of the project.

2. Receive and unload products at site; inspect for completeness or damage jointly with Owner.

3. Repair or replace items damaged after receipt.

4. Arrange and pay for product delivery to site.

5. Handle, store, and install delivered products.

6. Maintenance of traffic

7. Install products/equipment and arrange for the testing and startup of these products/equipment.

8. Submit claims for transportation damage and replace damaged, defective, or deficient items.

9. Arrange for manufacturers' warranties, inspections, and service.

1.06 CONTRACTOR'S USE OF THE PREMISES

A. All work shall be within the limits of the right-of-ways, easements, and property lines as shown on the plans. Contractor shall be responsible for maintenance of traffic when working within the public rights of way.

1.07 PERMITS REQUIRED

A. Contractor shall prepare, submit and obtain the appropriate right of way permit from the Town of Palm Beach Public Works Department.

B. Contractor shall prepare, submit and obtain the building permit and sub-permits as necessary from the Town of Palm Beach Building Department.

PART 2 – PRODUCTS

NOT USED.

PART 3 – EXECUTION

END OF SECTION

01030 - 1 OF 2 HURRICANE PREPAREDNESS

SECTION 01030

HURRICANE PREPAREDNESS

PART 1 -- GENERAL

1.01 HURRICANE PREPAREDNESS PLAN

A. The Contractor’s attention is drawn to the possibility of hurricane or severe storm conditions occurring at the site of work during the course of Contract Work.

B. Within fourteen (14) days of the date of the Notice to Proceed, the Contractor shall submit to the Engineer and Owner a Hurricane Preparedness Plan. The plan should outline the necessary measures which the Contractor proposes to perform at no additional cost to the Owner in case of a hurricane or severe weather warning.

C. In the event of inclement weather, or whenever the Owner shall direct, the Contractor shall, and will, cause Subcontractors to protect carefully the Work and materials against damage or injury. Work and materials damaged due to inclement weather shall be removed and replaced at the expense of the Contractor.

1. Hurricane Watch: Upon designation of a hurricane watch, the Contractor shall be responsible for storing all loose supplies and equipment on the job site that may pose a danger. In addition, the Contractor shall remove all bulkheads and plugs in pipelines that would impede drainage in the case of flooding. Structures that may be in danger of floatation shall be flooded. The Contractor shall also cooperate with the Owner in protecting any other structures at the site.

2. Hurricane Warning: No mobile “temporary facility” under the control of or on the property of the Owner shall be staffed during a hurricane warning. Contractor facilities meeting these criteria shall be evacuated. Reasonable steps shall be taken to protect all such facilities and their contents from damage and to avoid the facility causing damage to the surroundings.

01030 - 2 OF 2 HURRICANE PREPAREDNESS

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01060 - 1 OF 2 REGULATORY REQUIREMENTS

AND NOTIFICATION

SECTION 01060

REGULATORY REQUIREMENTS AND NOTIFICATION

PART 1 – GENERAL

1.01 GENERAL REQUIREMENTS

A. Obtain and pay for all permits and licenses as required for construction of the project.

B. Schedule all inspections and obtain all written approvals of the agencies required by the permits and licenses.

C. Comply with all conditions specified in each of the permits and licenses.

D. A copy of the permits obtained by the Owner will be furnished to the Contractor.

1.02 PERMITS OBTAINED BY OWNER

The Owner has obtained or is in the process of obtaining the following permits/approvals:

Florida Department of Environmental Protection (FDEP) General Permit to

Construct a Wastewater Collection / Distribution System.

1.03 PERMITS OBTAINED BY CONTRACTOR

A. Contractor shall prepare, submit and obtain the appropriate right of way permit from the Town of Palm Beach Public Works Department.

B. Contractor shall prepare, submit and obtain the building permit and sub-permits from the Town of Palm Beach Building Department.

1.04 NOTIFICATION

A. The Contractor is required to notify the Owner and any applicable permitting agency who requires notification as part of their permit condition within the timeframe stated on the permit. If no time exists, notification shall be a minimum of 48 hours prior to initiating construction.

B. Utility Companies: Contractor shall notify the Sunshine State One Call of Florida

(SSOCF) service at 811, 2 working days prior to digging for direct bury and 10 days prior to digging or initiating construction of underwater construction activities, as required by Florida Statues Chapter 556 throughout the duration of the construction project.

C. The Contractor shall give the Engineer not less than seven (7) calendar days notice of the time and place (or places) where he will start the work.

01060 - 2 OF 2 REGULATORY REQUIREMENTS

AND NOTIFICATION

1.05 PERMIT CONDITIONS

A. Contractor shall comply with and furnish all items necessary to satisfy any general or specific conditions that are a part of the Owner obtained permits.

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

01090 - 1 OF 4 REFERENCE STANDARDS

SECTION 01090

REFERENCE STANDARDS

1.01 REQUIREMENTS INCLUDED

Abbreviations and acronyms used in Contract Documents to identify reference standards.

1.02 QUALITY ASSURANCE

A. Application: When a standard is specified by reference, comply with requirements and recommendations stated in that standard, except when requirements are modified by the Contract Documents, or applicable codes establish stricter standards.

B. Publication Date: The publication in effect on the date of issue of

Contract Documents, except when a specific publication date is specified.

C. For Products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

D. Conform to reference standard by date of issue current on bid date.

E. Obtain copies of standards when required by the Contract Documents.

F. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion.

G. Should specified reference standards conflict with Contract Documents, request clarification from the Engineer before proceeding.

H. Neither the contractual relationship, duties, nor responsibilities of the parties in Contract nor those of the Engineer shall be altered by the Contract Documents by mention or inference otherwise in any reference document.

1.03 ABBREVIATIONS, NAMES, AND ADDRESSES OR ORGANIZATIONS

A. Obtain copies of reference standards direct from publication source, when needed for proper performance of work, or when required for submittal by Contract Documents.

B. The following, as appropriate to project, is a list of referenced standards and their mailing addresses for requesting copies of standards:

AA Aluminum Association

01090 - 2 OF 4 REFERENCE STANDARDS

818 Connecticut Avenue, NW Washington, D.C. 20006

AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, NW Washington, D.C. 20001

ACI American Concrete Institute Box 19150 Redford Station Detroit, MI 48219

AI Asphalt Institute Asphalt Institute Building College Park, MD 20740

AISC American Institute of Steel Construction 1221 Avenue of the Americas New York, NY 10020

AISI American Iron and Steel Institute 1000 16th Street, NW Washington, D.C., 20036

ANSI American National Standards Institute 1430 Broadway New York, NY 10018

ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017

ASPA American Sod Producers’ Association Association Building Ninth and Minnesota Hastings, NE 68901

ASSE American Society of Sanitary Engineers 960 Illuminating Building Cleveland, OH 44113

ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103

AWPA American Wood-Preservers Association 7735 Old Georgetown Road Bethesda, MD 20014

01090 - 3 OF 4 REFERENCE STANDARDS

AWS American Welding Society 2501 NW 7th Street Miami, FL 33125

AWWA American Water Works Association 6666 W. Quincy Avenue Denver, CO 80235

CDA Copper Development Association 57th Floor, Chrysler Building 405 Lexington Avenue New York, NY 10017

City City of West Palm Beach Standards for the Construction

Standards and Use of the Public Rights of Way and Easements

401 Clematis Street, 4th Floor West Palm Beach, FL 33401

CLFMI Chain Link Fence Manufacturers Institute 1101 Connecticut Avenue Washington, D.C. 20036

CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street, Suite 2110 Chicago, IL 60601

FDOT Florida Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, FL 32301

FM Factory Mutual System 1151 Boston-Providence Turnpike Norwood, MA 02062

FS Federal Specifications General Services Administration Specifications and Information Distribution Section

(WFSIS)

Washington Navy Yard, Bldg. 197 Washington, D.C. 20407

NEMA National Electrical Manufacturers Association 2101 L Street, NW Washington, D.C. 20037

NFPA National Fire Protection Association 470 Atlantic Avenue Boston, MA 02210

01090 - 4 OF 4 REFERENCE STANDARDS

NFPA National Forest Products Association 1619 Massachusetts Avenue, NW Washington, D.C. 20036

NSF National Sanitation Foundation NSF Building 3475 Plymouth Road Ann Arbor, MI 48106

NSWMA National Solid Waste Management Association 1120 Connecticut Avenue, NW Washington, D.C. 20036

PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 20076

PCI Prestressed Concrete Institute 20 North Wacker Drive Chicago, IL 60606

PS Product Standard U.S. Department of Commerce Washington, D.C. 20203

TCA Technical Aid Series Construction Specifications Institute 1150 Seventeenth Street, NW Washington, D.C. 20036

Town Town of Palm Beach Standards Applicable to Rights of Standards Ways and Public Easements within the Town of Palm Beach

951 Old Okeechobee Road, Ste. A West Palm Beach, FL 33401

UL Underwriters Laboratories, Inc.

333 Pfingston Road Northbrook, IL 60062

PART 2 -- PRODUCTS

NOT USED

PART 3 -- EXECUTION

NOT USED

01150 - 1 OF 8 MEASURMENT AND PAYMENT

SECTION 01150

MEASUREMENT AND PAYMENT

1. 01 GENERAL

A. SCOPE OF THIS SECTION

1. The following explanation of the Measurement and Payment for the bid items is provided; however, the omission of reference to any item shall not alter the intent of the Bid Form or relieve the Contractor of the necessity of constructing a complete project under this Contract.

2. The quotations prepared by the Contractor for the various items of work are intended to establish a total price for completion of the work in its entirety.

Should the contractor feel that the cost for any particular work item has not been established by the Schedule of Payment items or this section, the

Contractor shall include the cost for that work in one of the bid items so the proposal for the project reflects the total cost to complete the work in its entirety.

3. The quantities set forth in the Bid Form are approximate and are given to establish a uniform basis for the comparison of bids. The Owner reserves the right to increase or decrease the quantity of any item or portion of the work during the progress of construction in accordance with the terms of the Contract. The Schedule of Values shall serve as a basis of developing additive or deductive Change Orders.

4. Unit prices are used as a means for computing the bid, for Contract purposes, for periodic payments, for determining value of additions or deletions.

5. Payment shall be made for the items listed on the Bid Form on the basis of the work actually performed and completed, such work including but not limited to, the furnishing of all necessary labor, materials, equipment, tools, transportation, delivery, disposal of waste and surplus material, restoration and all other appurtenances to complete the construction and installation of the work as shown on the drawings and described in the specifications.

1.02 SUBMITTALS

A. Informational:

1. Schedule of Values

2. Application for Payment

3. Final Application for Payment

01150 - 2 OF 8 MEASURMENT AND PAYMENT

B. Submittals shall be in accordance with Section 01300.

1.03 SCHEDULE OF VALUES

A. Contractor shall prepare a schedule of values for review with the return of the executed agreement to the Owner. The schedule shall contain the installed value of the component parts of work for the purpose of making progress payments during the construction period.

B. The schedule shall contain sufficient detail for proper identification of work accomplished. The sum of all scheduled items shall equal the total value of the contract.

C. Unit Price Work: Reflect unit price quantity and price breakdown from the conformed bid form.

D. Lump Sum Work:

1. Reflect Schedule of Values

2. List Bonds and Insurance, Mobilization, Demobilization, System Testing and

Contract Closeout separately.

3. Breakdown Divisions 2 through 17 with appropriate subdivision of each

Specification.

E. An unbalanced, front end loaded schedule will not be acceptable.

1.04 APPLICATION FOR PAYMENT

A. Include accepted schedule of values for each portion of work and the unit price breakdown for the work to be paid on a unit price basis, and a listing of Owner selected equipment, if applicable, and allowances, as appropriate.

B. Preparation:

1. List each Change Order and Written Amendment executed prior to date of submission as a separate line item.

2. Submit application for payment, a listing of materials on hand as applicable, and such supporting data as may be requested by the Owner/Engineer.

2.01 WASTEWATER PUMP STATION A-39, A-42, and A-43 PUMP STATION VENTILATION

IMPROVEMENTS - ITEM DESCRIPTIONS

A. MOBILIZATION / DEMOBILIZATION (Item No. 1)

1. The work specified in this Section consists of the preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, shop drawing

01150 - 3 OF 8 MEASURMENT AND PAYMENT

submittals, record drawings, establishment of temporary provisions, field engineering and surveying, maintenance of traffic (including vehicular and pedestrian), progress meeting attendance, adherence to the Town’s NPDES permit and Stormwater Pollution Prevention Plan (SWPPP) regulations and requirements, and adherence to state and local laws and regulations.

2. The items specified in this Section consist of the costs of any pre and post construction expenses necessary for the start and completion of the project, excluding the cost of construction materials. The sum of mobilization and demobilization shall not exceed 10% of the contract price. Partial Payments for mobilization shall be as follows:

Construction Percent Complete Allowable Percent of Lump

Sum for Mobilization 5% 25%

10% 50%

25% 75%

100% 100%

B. PERFORMANCE AND PAYMENT BONDS (Item No. 2)

1. Method of Measurement: The quantity to be paid for under this Section shall be on a lump sum basis.

2. Basis of Payment: Payment for performance and payment bonds for the project will be based upon the lump sum price named for such work, in accordance with the requirements of the Contract Documents.

C. INSURANCE AND INDEMNIFICATION (Item No. 3)

2. Basis of Payment: Payment shall be made at the Contract Lump Sum Price and shall include all compensation for insurance and indemnification in accordance with the Contract documents.

D. A-39 DEMOLITION (Item No. 4)

2. Basis of Payment: Payment shall be at the Contract Lump Sum Price and shall include, but not be limited to, furnishing all materials, labor, and equipment required to demolish/remove the ventilation blowers/fans wiring/cables, ventilation ducts, blower and fan supports, blower and fan intake and/or exhaust louvers and all ancillary components as shown on the plans to allow construction of the new improvements. Debris removal, hauling and legal off-site disposal of debris shall also be included in this

01150 - 4 OF 8 MEASURMENT AND PAYMENT

item. Removal, handling, and delivery of salvage items to be returned to the Town of Palm Beach shall also be included in this pay item.

E. A-39 VENTILATION IMPROVEMENTS (Item No. 5) shall include, but not be limited to, furnishing all necessary equipment, labor, and materials required to construct the ventilation system as shown on the plans including ventilation fans, exhaust fans, ventilation ductwork, blower support frames, blower intake hoods, louvers, testing, and start-up, and any other items required for a complete and functional system.

F. A-39 ELECTRICAL IMPROVEMENTS (Item No. 6) shall include, but not limited to, furnishing, installing all the labor, equipment and materials required to install all electrical improvements related to the ventilation improvements including, MCC modifications, panelboard modifications, wiring, conduits, start-up/testing and any other items required for a complete and functional system.

G. A-39 SITE RESTORATION (Item No. 7) and materials required to restore the project area to an equal or better condition than what was existing prior to the start of the project or work within a particular area, including sod, irrigation, debris removal, stucco, painting, landscaping, or any other restoration and/or clean up required for a complete and functional system.

H. A-42 DEMOLITION (Item No. 8) equipment required to demolish/remove the ventilation blowers/fans wiring/cables, ventilation ducts, blower/fan supports, and all ancillary

01150 - 5 OF 8 MEASURMENT AND PAYMENT

components as shown on the plans to allow construction of the new improvements. Debris removal, hauling and legal off-site disposal of debris shall also be included in this item. Removal, handling, and delivery of salvage items to be returned to the Town of Palm Beach shall also be included in this pay item.

I. A-42 VENTILATION IMPROVEMENTS (Item No. 9) and materials required to construct the ventilation system as shown on the plans including ventilation blowers/fans, ventilation ductwork, control dampers, backdraft dampers, blower/fan support frames, testing, and start-up, and any other items required for a complete and functional system.

J. A-42 ELECTRICAL IMPROVEMENTS (Item No. 10) and materials required to install all electrical improvements related to the ventilation improvements including, panelboard modifications, wiring, conduits, start-up/testing and any other items required for a complete and functional system.

K. A-42 SITE RESTORATION (Item No. 11) and materials required to restore the project area to an equal or better condition than what was existing prior to the start of the project or work within a particular area, including sod, irrigation, debris removal, stucco, L. A-43 DEMOLITION (Item No. 12)

01150 - 6 OF 8 MEASURMENT AND PAYMENT

equipment required to demolish/remove the ventilation blowers/fans wiring/cables, ventilation ducts, blower/fan supports, and all ancillary components as shown on the plans to allow construction of the new improvements. Debris removal, hauling and legal off-site disposal of debris shall also be included in this item. Removal, handling, and delivery of salvage items to be returned to the Town of Palm Beach shall also be included in this pay item.

M. A-43 VENTILATION IMPROVEMENTS (Item No. 13) and materials required to construct the ventilation system as shown on the plans including ventilation blowers/fans, ventilation ductwork, control dampers, backdraft dampers, blower/fan support frames, testing, and start-up, and any other items required for a complete and functional system.

N. A-43 ELECTRICAL IMPROVEMENTS (Item No. 14) and materials required to install all electrical improvements related to the ventilation improvements including, panelboard modifications, wiring, conduits, start-up/testing and any other items required for a complete and functional system.

O. A-43 SITE RESTORATION (Item No. 15) and materials required to restore the project area to an equal or better condition than what was existing prior to the start of the project or work within a particular area, including sod, irrigation, debris removal, stucco, 01150 - 7 OF 8 MEASURMENT AND PAYMENT

P. ALLOWANCE FOR UNFORSEEN CONDITIONS (Item No. 16)

1. Method of Measurement: The quantity to be paid for under this Item shall be as approved by the Town of Palm Beach in writing prior to performance of the Work.

2. Basis of Payment: Included in this allowance is work associated with unforeseen conditions or unreasonably anticipated conditions associated with the Work. This is an allowance, to be used solely at the discretion of the Owner and any work to be completed under this item must be specifically approved in writing by the Owner, prior to the Work being initiated. Owner must approve in writing the mutually agreed upon total cost and additional time (if any) associated with said Work. Any work completed by the Contractor, under this Bid/Pay Item without the Owner’s prior approval will not be approved for payment by the Owner. The Owner reserves the right to award any, all, or none of the money associated with this allowance.

2.03 NON-PAYMENT FOR REJECTED OR UNUSED PRODUCTS

Payment will not be made for the following:

A. Loading, Hauling, and disposing of rejected materials.

B. Quantities of materials wasted or disposed of in a manner not called for on the contract documents.

C. Rejected loads of material, including material rejected after it has been installed by reason of the Contractor failing to conform to the Contract Documents.

D. Material not unloaded from a transporting vehicle.

E. Defective Work not accepted by the Owner.

F. Materials remaining on hand after completion of the work.

01150 - 8 OF 8 MEASURMENT AND PAYMENT

01152 - 1 OF 2 APPLICATIONS

FOR PAYMENT

SECTION 01152

APPLICATIONS FOR PAYMENT

Submit Applications for Payment to Engineer in accordance with the schedule established by Conditions of the contract and Agreement between Owner and Contractor.

1.02 RELATED REQUIREMENTS

A. In other parts of the Construction Documents:

1. Agreement between Owner and Contractor

2. General Conditions of the Contract

3. Payments to Contractor and Completion

B. Specified in Other Sections:

1. Section 01010: Summary of Work

2. Section 01700: Project Closeout

1.03 FORMAT AND DATA REQUIRED

A. Submit itemized applications typed in a format approved by Engineer. All applications for payment must be numbered, dated, and signed by the Contractor.

B. Provide itemized data on payment application (format, schedules, line items and values accepted by Engineer).

1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT

A. Application Form:

1. Fill in required information, including that for Change Orders executed prior to the date of submittal of application.

2. Fill in summary of dollar values.

3. Execute certification with the signature of a responsible officer of the contract firm.

4. Have resident project representative review and sign application prior to submission to Engineer.

01152 - 2 OF 2 APPLICATIONS

FOR PAYMENT

1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

A. When the Owner or the Engineer requires substantiating data, Contractor shall submit suitable information, with a cover letter identifying:

1. Project

2. Application number and date

3. Detailed list of enclosures

4. For stored products:

a. Item number and identification

b. Description of specific material

B. Submit one copy of data and cover letter for each copy of application.

1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT

A. Application for payment is required for progress payments

B. Only one application will be acceptable in any one month

1.07 SUBMITTAL PROCEDURE

A. Submit Applications for Payment to Engineer at the time stipulated in the Agreement.

B. Number: Four copies of each progress Application.

C. When Engineer finds the Application properly completed and correct, he will transmit the applications for payment to the Owner.

D. Amount of Retainage shall be 5% unless otherwise stated in the

Agreement or supplementary conditions between Owner and Contractor.

PART 2 -- PRODUCTS

Not applicable

PART 3 -- EXECUTION

Not applicable

01200 - 1 OF 2 COORDINATION AND

PROJECT MEETINGS

SECTION 01200

COORDINATION AND PROJECT MEETINGS

1.01 DESCRIPTION

A. Contractor shall schedule and administer a preconstruction meeting, periodic progress meetings, and specially called meetings throughout the progress of the work. Contractor shall:

1. Distribute written notice of each meeting.

2. Make physical arrangements for meetings.

3. Preside at meetings.

4. Record the minutes and include all significant proceedings and decisions in the minutes.

5. Reproduce and distribute copies of minutes:

a. To all participants in the meeting.

b. To all parties affected by decisions made at the meeting.

B. Representatives of contractors, subcontractors and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents.

1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE

A. Drawings and general provisions of the Contract, including the General and

Supplementary Conditions and Division 1 Specification sections, apply to this section.

B. Section 01010 - Summary of Work

1.03 PRE-CONSTRUCTION MEETING

A. To be held prior to the Notice to Proceed.

B. Location: The project site, or as designated by the Owner.

C. Attendance:

1. Owner's Representative

2. Engineer's Representative

3. Contractor

4. Contractor's Superintendent

5. Major Subcontractors

6. Others as appropriate

01200 - 2 OF 2 COORDINATION AND

PROJECT MEETINGS

1.04 PROGRESS MEETINGS

A. Periodic meetings will be held as required by progress of the work. It is anticipated that bi-weekly meetings will be conducted.

B. Location of the meetings: Project site, or as designated by the Owner.

C. Attendance:

1. Owner’s Representative

2. Engineer's Representative

3. Subcontractors as appropriate

4. Suppliers as appropriate

1.05 EMERGENCY MEETINGS

A. May be called by Owner, Engineer or Contractor with a minimum of three hours notice to resolve conditions of an emergency nature.

01300 - 1 OF 6 SUBMITTALS AND

PROGRESS SCHEDULES

SECTION 01300

SUBMITTALS AND PROGRESS SCHEDULES

PART 1 — GENERAL

1.01 WORK INCLUDED

A. Submit, to the Engineer, shop drawings, estimated construction progress schedule, project data and samples required by specification sections.

Supplementary Conditions and Division 1 Specification sections, apply to this section.

1.03 SCHEDULES

A. Prepare and submit to the Owner and Engineer at the first pre-construction meeting estimated construction progress schedules for the work, including a separate schedule listing dates for submission and dates reviewed shop drawings, project data and samples will be needed for each product.

1.04 FORM OF SCHEDULES

A. Prepare schedules in suitable format with dated schedule printout. A horizontal bar chart should be used as additional illustration and for revised progress schedules.

1. Horizontal time scale: Identify the first work day of each week.

1.05 CONTENT OF SCHEDULES

A. Construction Progress Schedule:

1. Show the complete sequence of construction.

2. Show the dates for the beginning, and completion of, each major element of construction.

3. Show projected percentage of completion for each item, as of the first day of each month.

B. Submittals Schedule for Shop Drawings, Product Date and Samples. Show:

1. The dates for Contractor's submittals.

1.06 PROGRESS REVISIONS

A. Indicate progress of each activity to date of submission of schedule.

B. Show changes occurring since previous submission of schedule.

01300 - 2 OF 6 SUBMITTALS AND

C Provide a narrative report as needed to define:

1. Problem areas, anticipated delays, and the impact on the schedule.

2. Corrective action recommended, and its effect.

1.07 SUBMISSIONS

A. Submit initial schedules within 7 days after award of Contract.

1. Engineer will review schedules with Owner and return review copy within 5 days after receipt.

2. If required, resubmit within 2 days after return of review copy.

B. Submit revised progress schedules with each application for payment when there are major revisions in progress schedules.

1.08 DISTRIBUTION

A. Distribute copies of the reviewed schedules to:

1. Job site file.

2. Subcontractors.

3. Other concerned parties.

B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedules.

PART 2 — PRODUCTS

2.01 SHOP DRAWINGS

A. Original drawings or product data, prepared by Contractor, Subcontractor, Supplier or Distributor, which illustrate portions of the Work; showing fabrication, layout, material data, setting or erection details, installation drawings, construction drawings, certified and interconnecting wiring diagrams, etc. The Contractor shall be responsible for securing all information, details, dimensions, drawings, etc.

necessary to prepare submission drawings required and necessary under this Contract and to fulfill all the requirements of this Contract. Submittals are anticipated to include, but not be limited to, the following:

1. Detailed schedule and phasing plan

2. Concrete mix designs (with specific locations), grouts, etc.

3. Masonry

4. Stucco

5. Electrical Equipment and Wiring

6. Ventilation System

7. Exhaust Fans

8. Louvers, dampers, ductwork, ect.

9. Paintings, coatings, liners, etc.

01300 - 3 OF 6 SUBMITTALS AND

B. Fabrication Drawings are to be prepared by a qualified detailer.

C. Identify details by reference to sheet and detail numbers shown on Contract

Drawings.

2.02 PROJECT DATA

A. Manufacturer's standard schematic drawings

1. Modify drawings to delete information which is not applicable to project.

2. Supplement standard information to provide additional information application to project.

B. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data.

1. Clearly mark each copy to identify pertinent materials, products or models.

2. Show dimensions and clearances required.

3. Show performance characteristics and capacities.

4. Show wiring diagrams and controls.

2.03 SAMPLES

A. Contractor shall furnish for review all samples as required by the Contract Documents or as requested by the Owner.

B. Samples shall be of sufficient size and/or quantity to clearly illustrate the quality, type, range of color, finish or texture and shall be properly labeled to show the nature of the Work where the material represented by the sample will be used.

2.04 WARRANTIES

A. Original Warranties, called for in the Contract Documents, shall be submitted to the

Owner. When warranties are required they shall be submitted prior to request for payment.

2.05 SCHEDULE OF VALUES

A. The Contractor shall submit a separate schedule of values for those items in the proposal that are to be paid under a lump sum basis. The schedule shall contain the installed value of the component parts of the work for the purpose of making progress payments during the construction period and the preparation of change orders.

B. The schedule shall be given in sufficient detail for the proper identification of the

Work accomplished. Each item shall include its proportional shall of all costs including the Contractor’s overhead, contingencies, and profit. The sum of all schedule items shall equal the total sum of the Contract.

C. The Contractor shall expand or modify the above schedule and materials listing as required by the Owner’s initial or subsequent reviews of the schedule of values.

01300 - 4 OF 6 SUBMITTALS AND

2.05 PAY REQUESTS

A. Pay Requests shall be made in accordance with the requirements of the Agreement between Owner and Contractor.

B. Amount of Retainage shall be 10% until such time when the value of the work completed equals 50% of the contract value. Then the retainage amount will be reduced to 5% through final completion of the project.

PART 3 — EXECUTION

3.01 CONTRACTOR RESPONSIBILITIES

A. Review Shop Drawings, Project Data and Samples prior to submission.

B. Verify

1. Field measurements.

2. Field construction criteria.

3. Catalog numbers and similar data.

C Coordinate each submittal with requirements of Work and the Contract Documents.

D. Contractor's responsibility for errors and omissions in submittals is not relieved by

Engineer's review of submittals.

E. Contractor's responsibility for deviations in submittals from requirements of Contract

Documents is not relieved by Engineer's review of submittals, unless Engineer gives written acceptance of specific deviations.

F. Notify Engineer, in writing at time of submission, of deviations in submittals from requirements of Contract Documents.

G. Begin no work which requires submittals until return of submittals with Engineer's stamp and initials or signature indicating review.

H. After Engineer's review, distribute copies.

3.02 SUBMISSION REQUIREMENTS

A. Schedule submissions at least 14 days before dates reviewed submittals will be needed.

B. Submit number of copies of Shop Drawings, Project Datum and Samples which Contractor requires for distribution plus 1 copy which will be retained by Engineer.

C Accompany submittals with transmittal letter, in duplicate, containing:

1. Date.

2. Project title and number.

01300 - 5 OF 6 SUBMITTALS AND

3. Contractor's name and address.

4. Notification of deviations from Contract Documents.

5. Other pertinent data.

D. Submittals must include:

1. Date of submittal and revision dates.

3. The names of:

a. Engineer.

b. Contractor.

c. Subcontractor.

d. Supplier.

e. Manufacturer.

f. Separate detailer when pertinent.

4. Identification of product or material.

5. Relation to adjacent structure or materials.

6. Field dimensions, clearly identified as such.

7. Identification of deviations from Contract Documents.

8. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract Documents.

3.03 RESUBMISSION REQUIREMENTS

A. Shop Drawings.

1. Revise initial drawings as required and resubmit as specified for initial submittal.

2. Indicate on drawings any changes which have been made other than those requested by Engineer.

3.04 DISTRIBUTION OF SUBMITTALS AFTER REVIEW

A. Distribute copies of Shop Drawings and Project Datum which carry Engineer's stamp, to:

1. Contractor's file.

2. Job site file.

3. Record Documents file.

4. Other prime contractors.

5. Subcontractors.

6. Supplier.

7. Fabricator.

01300 - 6 OF 6 SUBMITTALS AND

01410 - 1 OF 4 TESTING LABORATORY

SERVICES

SECTION 01410

TESTING LABORATORY SERVICES

1.01 DESCRIPTION

A. Contractor shall employ and pay for services of an Independent Testing Laboratory to perform specified services.

B. Inspection, Sampling and Testing is required for:

1. Cast-in-place Concrete (slump and compressive strength)

2. Other operations specified in these specifications.

C. Contractor's employment of Testing Laboratory shall in no way relieve Contractor of their obligation to perform Work in accordance with Contract.

1.02 QUALIFICATION OF LABORATORY

A. Meet "Recommended Requirements for Independent Laboratory Qualification", latest edition, published by American Council of Independent Laboratories.

B. Meet basic requirements of ASTM E 329-90 "Standard Practice for Use in the

Evaluation of Testing Agencies for Concrete and Steel as Used in Construction".

C. Certified in the State of Florida in accordance with FDEP requirements.

1.03 LABORATORY DUTIES; LIMITATIONS OF AUTHORITY

A. Cooperate with Engineer and Contractor; provide qualified personnel promptly on notice.

B. Perform specified inspections, sampling and testing of materials and methods of construction:

1. Comply with specified standards; ASTM, other recognized authorities, and as specified.

2. Ascertain compliance with requirements of Contract Documents.

C. Promptly notify Engineer, and Contractor, of irregularities or deficiencies of Work which are observed during performance of services.

D. Promptly submit 2 copies of reports of inspections and tests to Engineer, including:

1. Date issued.

3. Testing Laboratory name and address.

4. Name of Inspector

01410 - 2 OF 4 TESTING LABORATORY

5. Date of inspection or sampling.

6. Record of temperature and weather.

7. Date of test.

8. Identification of product and specification section.

9. Location in project.

10. Type of inspection or test.

11. Observations regarding compliance with Contract Documents.

E. Laboratory is not authorized to:

1. Release, revoke, alter, or enlarge on, requirements of Contract Documents.

2. Approve or accept any portion of Work.

3. Perform any duties of the Contractor.

1.04 CONTRACTOR'S RESPONSIBILITIES

A. Select laboratory, and coordinate testing with Lab and Engineer's representative.

B. Cooperate with Laboratory personnel, provide access to Work.

C. Provide to Laboratory, preliminary representative samples of materials to be tested, in required quantities.

D. Furnish copies of mill test reports.

E. Furnish casual labor and facilities:

1. To provide access to Work to be tested.

2. To obtain and handle samples at the site.

3. To facilitate inspections and tests.

4. For Laboratory's exclusive use for storage and curing of test samples.

F. Notify Laboratory sufficiently in advance of operations to allow for his assignment of personnel and scheduling of tests.

G. Pay for services of the Testing Laboratory to perform inspections, sampling and testing required in these specifications and:

1. For Contractor's convenience.

2. When initial tests indicate Work does not comply with Contract Documents.

Such payment shall be made directly by the Contractor.

H. Contractor will be responsible for payment for all failing tests.

01410 - 3 OF 4 TESTING LABORATORY

01410 - 4 OF 4 TESTING LABORATORY

01510 - 1 OF 4 TEMPORARY UTILITIES

SECTION 01510

TEMPORARY UTILITIES

PART 1 - GENERAL

A. Furnish, install, and maintain temporary utilities required for construction; remove on completion of entire project.

B. Provide temperature, ventilation, and lighting requirements, if applicable, as specified in each individual section.

B. Section 01010: Summary of Work

1.03 REQUIREMENTS OF REGULATORY AGENCIES

A. Comply with National Electric Code.

B. Comply with federal, state, and local codes and regulations, and with utility company requirements.

2.01 MATERIALS (GENERAL)

Materials may be new or used, but must be adequate in capacity for the required usage.

They MUST NOT create unsafe conditions, and MUST NOT violate requirements of applicable codes and standards.

2.02 TEMPORARY ELECTRICITY AND LIGHTING

A. The Contractor must maintain power to all existing buildings and areas.

B. The Contractor is responsible for providing and paying for all power required for his operations.

C. Contractor is responsible for arranging power for his office trailers(s), power tools, etc., at his own expense. The Contractor shall pay the costs of all power used.

01510 - 2 OF 4 TEMPORARY UTILITIES

D. Provide POWER CENTERS for miscellaneous tools and equipment used in the work:

1. Weatherproof distribution box with minimum of four 20-amp., 120-volt grounded outlets.

2. Locate so that power is available at any point of use with minimum 100-foot CONSTRUCTION-TYPE power cords.

3. Provide circuit breaker protection for each outlet.

E. Provide adequate artificial lighting for all areas of work, when natural light is not adequate for work, and for areas accessible to persons other than Contractor’s employees. Night work shall not be allowed unless specifically approved by the Owner.

F. If Contractor requires service other than specified above, he shall arrange for, provide maintenance, and pay all costs incurred.

2.03 TEMPORARY WATER

Contractor shall make arrangements with the City of West Palm Beach Water Utilities Department to obtain hydrant meter(s) for all temporary water at the project site.

Contractor shall pay for all temporary water required for his operations.

2.04 TEMPORARY SANITARY FACILITIES

A. Contractor shall provide temporary sanitary facilities in compliance with laws and regulations.

B. Contractor shall provide for regular service, cleaning, and maintenance of temporary facilities and enclosures.

C. Sanitary facilities shall be screened from the public view in accordance with applicable Town of Palm Beach regulations.

3.01 GENERAL

A. Comply with applicable requirements specified herein.

B. Maintain and operate systems to ensure continuous service.

3.02 REMOVAL

A. Completely remove temporary materials and equipment when their use is no longer required.

B. Clean and repair damage caused by temporary installations or use of temporary facilities.

01510 - 3 OF 4 TEMPORARY UTILITIES

C. Restore existing facilities used for temporary services to specified, or to original, condition.

01510 - 4 OF 4 TEMPORARY UTILITIES

01560 - 1 OF 4 TEMPORARY CONTROLS

SECTION 01560

TEMPORARY CONTROLS

A. Furnish, install, and maintain temporary control facilities required for construction;

remove on completion of entire project any features not intended to remain on the project site.

B. Provide noise control, dust control, water control, debris control, pollution control and erosion control as specified in the appropriate sections of these documents.

1.03 REQUIREMENTS OF REGULATORY AGENCIES

A. Comply with federal, state, and local codes and regulations and utility company requirements.

B. Contractor is required to prepare, submit and obtain all permits listed to be obtained by the contractor in Section 01060 – Regulatory Requirements and Notification.

PART 2 - PRODUCTS

2.01 MATERIALS (GENERAL)

A. Materials may be new or used, but must be adequate in capacity and quality for the required usage, MUST NOT create unsafe conditions and MUST NOT violate requirements of applicable codes and standards.

2.02 TEMPORARY NOISE CONTROL

A. Mechanical equipment shall be fitted with mufflers to reduce noise from internal combustion type engines.

B. Bells, sirens, alarms, etc., shall be adjusted to provide adequate warnings to personnel on the project site; however, they shall be regulated to an intensity that is amenable to the neighboring communities.

C. Exterior construction work noises shall be kept to a minimum during evening, night, and early morning hours. In addition, weekend and holiday noises shall be limited to acceptable levels. Acceptable noise levels are governed by the Town of Palm Beach Code of Ordinances, Chapter 42, Article V.

01560 - 2 OF 4 TEMPORARY CONTROLS

D. In addition to on-site control, noise considerations shall be made to off-site vehicles and equipment (mobilization, demobilization, deliveries, etc.).

2.03 TEMPORARY DUST CONTROL

A. Dust formed as a result of the construction shall be controlled by the Contractor.

Cleaning of work areas and application of dust control materials are the most effective methods of dust control.

2.04 TEMPORARY WATER CONTROL

A. The flow of water through the construction site shall be controlled by the Contractor such that it does not damage any constructed items; however, it shall be diverted and channeled to effectively leave the site as soon as possible.

Puddling and ponding on the site is not permitted.

B. Water shall be controlled such that it does not enter excavated areas, nor is deposited on or against constructed features.

2.05 TEMPORARY DEBRIS CONTROL

A. Provision shall be made by each Contractor to have available adequate containers to hold any and all debris that is to be generated from the project.

Containers should be covered to prevent wind blowing paper, plastic, and lightweight products around and off the site.

B. Provide acceptable containers for deposit of…