TECHNICAL SPECIFICATIONS

VOLUSIA COUNTY

SOUTHWEST STORAGE AND REPUMP FACILITY

April 2026

PREPARED FOR

Volusia County

123 West Indiana Avenue, Deland, Florida 32720

Prepared by:

CPH Consulting, LLC Roberto M. Gonzalez, P.E.

Florida P.E. No. 56875 1117 East Robinson Street

Orlando, Florida 32801 Phone: 407.425.0452

Fax: 407.6481036

CPH Job No. V03120

Southwest Storage and Repump Facility CPH Project No. V03120

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Abbreviations and Symbols

01070 - 1

SECTION 01070

ABBREVIATIONS AND SYMBOLS

PART 1 - GENERAL

1.01 Referenced Standards

Any reference to published specifications or standards of any organization or association shall comply with the requirements of the specification or standard which is current on the date of Advertisement for Bids. In case of conflict between the referenced specifications or standards, the one having the more stringent requirements shall govern.

In case of conflict between the referenced specifications or standards and the Contract Documents, the Contract Documents shall govern.

1.02 Abbreviations

AA - Aluminum Association AADF - Annual Average Daily Flow AASHTO or - American Association of State Highway AASHO and Transportation Officials ABPA - Acoustical and Board Products Association ACI - American Concrete Institute AGA - American Gas Association AGMA - American Gear Manufacturers Association AI - The Asphalt Institute AIA - American Institute of Architects

AIEE - American Institute of Electrical Engineers AIMA - Acoustical and Insulating Materials Association AISC - American Institute of Steel Construction AISI - American Iron and Steel Institute ANSI - American National Standards Institute API - American Petroleum Institute APWA - American Public Works Association

AREA - American Railway Engineering Association ASA - American Standards Association (ANSI) ASCE - American Society of Civil Engineers ASME - American Society of Mechanical Engineers ASSCBC - American Standard Safety Code for Building Construction ASTM - American Society for Testing and Materials AWA - American Welding Association AWPA - American Wood Preservers Association AWPB - American Wood Preservers Bureau AWS - American Welding Society AWWA - American Water Works Association CCC - Chlorine Contact Chamber CL - Centerline CSI - Concrete Reinforcing Steel Institute

01070 - 2

CS - Commercial Standard DIP - Ductile Iron Pipe DIA - Diameter DOT Spec - Standard Specification for Road and Bridge Construction, Florida

Dept. of Transportation, latest revision DR - Draw E/A - Engineer or Architect EL - Elevation FE - Filtered Effluent

FDEP - Florida Department of Environmental Protection FS - Federal Standard GPM - Gallons per Minute GST - Ground Storage Tank HP - Horsepower HWL - High Water Level ID - Inside Diameter IEEE - Institute of Electrical and Electronic Engineers IEX - Ion-Exchange IPCEA - Insulated Power Cable Engineers Association MG - Million Gallons MDF - Maximum Daily Flow MH - Manhole NBFU - National Board of Fire Underwriters NBS - National Bureau of Standards NEC - National Electrical Code NECA - National Electrical Contractors' Association NEMA - National Electrical Manufacturers' Association NFPA - National Fire Protection Association NPT - National Pipe Threads

NSF - National Sanitation Foundation NWL - Normal Water Level OD - Outside Diameter OSHA - U.S. Dept. of Labor, Occupational Safety and Health Association PC Pressure Class PCA - Portland Cement Association PCI - Prestressed Concrete Association PS - United States Product Standard PHF - Peak Hourly Flow PSIG - Pounds per Square Inch Gauge PVC - Poly Vinyl Chloride RPM - Revolutions per Minute SAE - Society of Automotive Engineers SDI - Steel Decks Institute SE - Secondary Effluent SJI - Steel Joists Institute SMACNA - Sheet Metal and Air Conditioning Contractors' National

Association SSPC - Structural Steel Painting Council STA - Station (100') TC Thickness Class

01070 - 3

TDH - Total Dynamic Head UL - Underwriters' Laboratories, Inc.

USASI or - United States of America Standards USAS - Institute (now ANSI) WTP - Water Treatment Plant WWTF - Wastewater Treatment Facility

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

01070 - 4

Summary of Work

01110 - 1

SECTION 01110

SUMMARY OF WORK

PART 1 – GENERAL

1.01 Section Includes

Summary of work, other contracts, work sequence, operation of existing facilities, use of premises, Owner furnished products, coordination, cutting and patching.

1.02 Summary of Work

A. The purpose of the Project is to construct, connect, and place the Southwest

Storage and Repump Facility (SWSRF) into service. The project will consist of, but not limited to, the following main components:

1. Construct one (1) 2,000,000-gallon prestressed concrete Ground Storage Tank (GST) with one (1) Submersible Mixer.

2. Furnish and install 16-inch DIP Aboveground Solenoid Controlled Back Pressure Sustaining Valve and Flow Meter Assembly on the GST fill line.

3. Furnish and install 16-inch DIP Aboveground Check Valve Assembly on the SWSRF Bypass Line.

4. Furnish and install 24-inch DIP Aboveground Chemical Injection Assembly with Static Mixer and Injection Quills (Chlorine and Ammonia).

5. Furnish and install 24-inch DIP Aboveground Flow Meter Assembly on the Finished Water Discharge Line.

6. Construct one (1) Operations Building with a HSP room, an Electrical Room, a Secure IT Room, and a Chemical Storage Area.

7. Construct a Chemical Storage and Feed System consisting of one

(1) 500-gallon Chlorine Storage Tank, one (1) 100-gallon Ammonia Storage Tank, one (1) Duplex Chemical Pump Skid for Chlorine, and one (1) Duplex Chemical Feed Pump Skid for Ammonia.

8. Furnish and install three (3) 750 gpm High Service Pumps (HSPs) each equipped with Variable Frequency Drives (VFDs).

9. Furnish and install one (1) 250 kW Generator with Mounted Fuel Belly Storage Tank.

10. Furnish and install one (1) Electrical Power Transformer with a Power Meter and Power Feed line provided by Florida Power and Light (FPL)

11. Furnish and install necessary Electrical and Instrumentation (SCADA) components.

12. Provide Erosion and Sedimentation Control throughout the site.

13. Regrade the site to match the grading plan elevations and include

01110 - 2 provisions for stormwater treatment.

14. Construct a concrete driveway as shown in the Construction Plans.

15. Furnish and install a 6-foot chain link fence along the property boundary and an entrance roll gate.

B. Furnish all materials, equipment, tools, and labor which is reasonably and properly inferable and necessary for the proper completion of the Work, whether specifically indicated in the Contract Documents or not.

C. All permits, licenses and fees, other than those permits included in Appendix A shall be secured and paid for by the CONTRACTOR.

D. Repair, replace, or otherwise settle with the Owner, if damage to property or existing facilities occurs, including damage to pavements, utilities, lawns, structures, etc.

E. Construct the Project under a single lump sum contract.

1.03 Work Under Other Contracts

A. City of Debary Fire Station No. 39

1.04 Work Sequence

Contractor’s sequence of work may be of his choosing in order to complete the work in the allowed time frame while accommodating other contractors on site.

1.05 Operation of Existing Facilities

Owner shall be able to operate existing facilities 24 hours per day, 7 days per week.

1.06 Contractor Use of Premises

Confine operations at the site to areas permitted by applicable laws, ordinances, permits, and by the Contract Documents. Do not unreasonably encumber the site with materials or equipment. Do not load structures with weight that will endanger the structure. Contractor shall assume full responsibility for protection and safekeeping of products stored on the job site.

1.07 Owner Furnished Products – N/A

1.08 Coordination

A. Contractor shall be fully responsible for the coordination of his work and the work of his employees, subcontractors, and suppliers and to assure compliance with schedules.

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B. Coordination requirements of this Section are in addition to the requirements of

General and Supplementary Conditions.

C. Contractor is responsible for coordinating with all the utilities regarding locates, testing, or relocations.

1.09 Cutting and Patching

A. Contractor shall, at no additional expense to the Owner, perform cutting and patching necessary to the completion of the Project. Perform cutting and patching in a manner to prevent damage to the structure or previously completed work.

B. Refinish surfaces as necessary to provide an even finish.

01110 - 4

Project Meetings

01200 - 1

SECTION 01200

PROJECT MEETINGS

1.01 Description

Work Specified Herein and Elsewhere

A. Work under this Section includes:

1. Preconstruction meeting

2. Coordination meetings

B. Related work specified elsewhere:

1. Submittals - Section 01300

1.02 Requirements Included

A. The Engineer shall schedule and administer preconstruction meeting, periodic progress meetings, and specially called meetings throughout the progress of the work.

1. Prepare agenda for meetings.

2. Coordinate physical arrangements for meetings.

3. Preside at meetings.

4. Prepare minutes of meetings.

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

C. The Contractor shall attend meeting to ascertain that work is expedited consistent with Contract Documents and construction schedules.

1.03 Preconstruction Meeting

A. The Owner or Authorized Representative will schedule a preconstruction meeting prior to beginning the work. This meeting shall be attended by the Engineer, the Contractor, and the Owner. The purpose of the meeting shall be to review shop drawing procedures, construction methods, and to establish a construction schedule.

B. Location: A central site, convenient for all parties designated by the Owner or

Authorized Representative.

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C. Attendance:

1. Owner's Representative

2. Engineer and his professional consultants

3. Resident Project Representative

4. Contractor's Superintendent.

5. Major Subcontractors.

6. Major Suppliers.

7. Utilities.

8. Others as appropriate.

D. Suggested Agenda:

1. Distribution and discussion of:

a. List of major subcontractors and suppliers.

b. Projected construction schedules.

2. Critical work sequencing.

3. Major equipment deliveries and priorities including list of long lead time items and anticipated delivery dates.

4. Project Coordination.

5. Designation of responsible personnel.

6. Procedures and processing of:

a. Field decisions.

b. Proposal requests.

c. Submittals.

d. Change Orders.

e. Applications for payment.

7. Adequacy of distribution of Contract Documents.

8. Procedures for maintaining record documents.

9. Use of Premises:

a. Office, work and storage areas.

b. Owner's requirements.

10. Construction facilities, controls and construction aids.

11. Construction Sequencing to minimize plant down time.

12. Housekeeping procedures.

13. Check of required Bond and Insurance certifications.

14. Liquidated Damages.

15. Request for a weekly job meeting for all involved.

16. Equal Opportunity Requirements.

17. Laboratory testing of material requirements.

18. Inventory of material stored on-site provisions.

1.04 Progress Meetings

A. Schedule regular periodic meetings. The progress meetings will be held every

30 days or less with the first meeting 30 days after the preconstruction meeting or 30 days or less after the date of Notice to Proceed.

B. Hold called meetings as required by progress of the work.

01200 - 3

C. Location of the meetings: Project field office of Contractor or Engineer or as designated by the Owner.

D. Attendance:

1. Engineer, and his professional consultants as needed.

2. Subcontractors as appropriate to agenda.

3. Suppliers as appropriate to the agenda.

4. Others as appropriate.

E. Suggested Agenda:

1. Review, approval of minutes of previous meeting.

2. Review of work progress since previous meeting.

3. Field observations, problems, conflicts.

4. Problems which impede construction schedule.

5. Review of off-site fabrication, delivery schedules.

6. Corrective measures and procedures to regain projected schedule.

7. Revisions to construction schedule.

8. Progress, schedule during succeeding work period.

9. Coordination of schedules.

10. Review submittal schedules; expedite as required.

11. Maintenance of quality standards.

12. Pending changes and substitutions.

13. Review proposed changes for:

a. Effect on construction schedule and on completion date.

b. Effect on other contracts of the Project.

14. Other business.

15. Construction schedule.

16. Critical/long lead times.

F. The Contractor is to attend progress meetings and is to study previous meeting minutes and current agenda items, in order to be prepared to discuss pertinent topics such as deliveries of materials and equipment, progress of the work, etc.

G. The Contractor is to provide a current submittal log at each progress meeting in accordance with Section 01300.

01200 - 4

Measurement and Payment

01270 - 1

SECTION 01270

MEASUREMENT AND PAYMENT

Measurement and payment provisions, schedule of values

1.02 General Measurement and Payment Provisions

A. Payment for all work done in compliance with the Contract Documents, inclusive of furnishing all manpower, equipment, materials, and performance of all operations relative to construction of this project, will be made as a lump sum which will be complete payment for all work called for or reasonably inferable from the Contract Documents and other work will be considered incidental to the Contract and no additional compensation will be allowed.

B. The Owner reserves the right to alter the Drawings, modify incidental work as may be necessary, and increase or decrease the work to be performed to accord with such changes, including deductions or additions to the scope of work outlined in the Contract Documents. Changes in the work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. Changes resulting in changes in the scope or quantities of Work or time or other conditions of work will be basis for consideration of a Change Order which is to be negotiated and executed before proceeding with the work. A supplemental agreement between the Contractor and the Owner will be required when such changes meet the conditions described in the Supplementary Conditions. Work which has not been authorized by a written Change Order will not be subsequently considered for additional payment.

C. The Contractor shall take no advantage of any apparent error or omission in the Drawings or Specifications, and the Engineer shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents.

D. If the Contractor makes a claim for an extra or additional cost and requests a

Change Order be issued prior to performing the work, and the Engineer and/or Owner renders a decision denying such request, the Contractor must notify the Engineer in writing within 3 days of the time that the Contractor is informed of the Engineer's decision. Otherwise, the Owner will not consider any such difference as a claim for a Change Order or additional payment or time. Any such written notice received by the Engineer from the Contractor within the 3-day period shall be just reason for the Engineer to re-evaluate his previous decision.

E. Failure on the part of the Contractor to construct any item to plan or authorized dimensions within the specification tolerances shall result in reconstruction to acceptable tolerances at no additional cost to the Owner; acceptance at no pay;

or, acceptance at reduced price, all at the discretion of the Engineer.

01270 - 2

F. Work shall not be considered complete until all testing has been satisfactorily completed and the item of work has demonstrated compliance with plans and specifications.

G. A preliminary monthly application for payment shall be submitted to the

Owner/Engineer for review five (5) days prior to the submittal for approval of the Contractor's monthly payment request.

1.03 Schedule of Values

Submit Schedule of Values for approval prior to commencing construction. The Schedule of Values shall be the basis for making payment applications and establishing prices for Change Orders.

1.04 Measurement and Payment

Table A “Measurement and Payment Items” presents description for each Bid Item listed in the Bid Form. Table A is presented to the Contractor as a reference to define pay items and determine payable amounts, and may not list all the components necessary to fully complete the work. The Contractor shall verify all dimensions, quantities, and details specified on Drawings and herein.

Table A

BID

ITEM

MEASUREMENT AND PAYMENT ITEMS

Mobilization, Bonds, Insurance, and General Conditions

a. Measurement: Measurement of various items for Mobilization shall be in accordance with the following schedule:

Percent of Original Contract Amount Earned

Allowable Percent of the lump sum Price to be Paid

5 25

10 50

25 75

50 100*

*Partial payments for any project will be limited to ten (10) percent of the original contract amount for that project. Any remaining amount will be paid upon completion of all work on the project.

b. Payment: 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, plus permits, fees, bonds (excluding the Material and Workmanship Bond), and insurance. Also included are temporary utilities/facilities, staging and storage areas, survey and layout, safety equipment and all other items not specifically identified under other bid items which are necessary for the construction, and compliance with administrative and regulatory requirements.

01270 - 3

2 Demobilization, Record Drawings and Closeout

a. Measurement: Measurement for this item shall be based on satisfactory progress of the Contractor to demobilize and provide Project Record Documents in accordance with the County requirements and specifications (Sections 01770 and 01780). Various items for Project Record Documents shall not be made for individual payment and all items shall be included in the lump sum price.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to demobilize and create the Project Record Drawings.

Provide required closeout documents such as the Material and Workmanship Bond completion certificates, and manufacturers operation and maintenance instructions. Payment will be made at the lump sum price divided into equal monthly payments based on the Contract Time.

3 Preconstruction Video

a. Measurement: Measurement shall be based on the satisfactory submittal of a comprehensive pre-construction video in accordance with the County requirements and specifications (Section 01315).

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to create a comprehensive pre-construction video in accordance with the County requirements and specification.

4 Site Work

a. Measurement: Measurement shall be based on satisfactory completion of Site

Work in accordance with the County requirements, Division 2, and Division 3 of the specifications.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to complete site work as indicated on the Drawings.

Work includes but is not necessarily limited to site preparation, clearing and grabbing, tree removal, excavation and removal of unsuitable material, importing fill, proof rolling the site, dewatering, groundwater treatment and disposal, and grading to match the grading plan elevations as indicated on the drawings, also, preventing sediment transportation from the Work Area to adjacent properties, including installation, maintenance, removal of temporary erosion and sediment controls, including necessary LF of silt fence, in accordance with regulatory requirements. The work will also include construction and installation of stormwater treatment system such as piping, structures and a pond, as noted in the plans and specifications. The work will also include construction of concrete and asphalt driveway, concrete pads for equipment and aboveground assemblies, generator and transformer, placement of sod within the concrete driveway loop and seeding the remaining of the site within the project limits, also installation of fencing with barb wire around the site perimeter, and an entrance gate.

01270 - 4

5 2.0 MG Ground Storage Tank construction of 2.0 million-gallon (MG) potable water Ground Storage Tank (GST) and installation of in-tank mixer as shown on the Drawings and specified in Sections 11624 and 11325. The new GST is to be constructed, equipped, disinfected and tested, connected to the system, complete, and ready for continuous operation.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, equipment, and appurtenances necessary to construct and connect the GST as indicated on the Drawings. Work includes but is not necessarily limited to the following: 2.0 MG GST and one (1) submersible in-tank mixer, 16-inch inlet and fill piping up to and including the valve and HDSS couplings, a 6-foot 16-inch stainless steel riser, 24-inch outlet and discharge piping up to and including the valve and HDSS couplings, 8-inch drain including the valve, exterior coating, interior coating of the dome ceiling and top 5 feet of wall, access ladder and safety rails around the roof hatch, level indicator, and two

(2) sample taps/saddles on fill and discharge pipe. All work required to construct, equip, connect, and deliver a complete operational potable water

2.0 MG GST.

6 Yard Piping installation of yard piping necessary to connect the potable water facility components, and connection to the potable water distribution system to place the SWSRF into service as shown on the Drawings and specified in Section 02510. Yard piping is to be installed, flushed, disinfected and pressure tested, connected, complete, and ready for continuous operation.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials equipment, and appurtenances necessary to install and connect yard piping including excavation, sheeting, shoring and bracing, backfill, compaction, regrading, testing (necessary to receive clearance from governing agencies), potable water system protection, disinfection, restoration, clean-up and sodding. This item also includes all necessary fittings, tie-ins, valves, taps, reducers, bends, tees, wyes, plugs, air release valves, restraining devices, adapters, metallic tracer wire, line locator, identification markers as indicated on the Drawings and specified in Section 02510. Work includes but is not necessarily limited to the following: 16-inch DIP s upply and GST fill with fittings and a 16-inch gate valve, and a sample tap/saddle for total chlorine influent residual sample line, 24-inch DIP GST discharge piping with fittings, 24-inch DIP HSP header and discharge piping with fittings, 24-inch and 16-inch DIP finished water discharge piping with fittings, 16-inch DIP GST bypass piping with fittings and a 16-inch gate valve, 16-inch DIP SWSRF bypass piping with fittings and a 16-inch gate valve, one (1) fire hydrant assembly with associated piping and valves, potable water service meter

01270 - 5 assembly and services to the safety shower and eyewash and hose bibbs, as shown on the Drawings. All work required to install, complete testing, connect to the distribution system, and deliver complete functional yard piping.

7 Aboveground Check Valve Assembly

a. Measurement: Measurement for this item shall be based on satisfactory construction of a 16-inch aboveground check valve assembly on the SWSRF bypass line as shown on the Drawings. The aboveground assembly is to be constructed, equipped, flushed, disinfected and pressure tested, complete, and ready for continuous operation.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, equipment, and appurtenances necessary to construct and connect the check valve assembly as indicated on the Drawings. Work includes but is not necessarily limited to the following: 16-inch aboveground flanged DI piping, one (1) 16-inch check valve, one (1) Air Release Valve (ARV) with a stainless-steel valve and composite PVC hosing discharged downwards with a bug screen, pressure gauge transmitter and flow switch, painting aboveground assembly, and installation of concrete pipe supports as shown on the Drawings. This item also includes all necessary fittings, bends, restraining devices, coupling adapters as indicated on the Drawings and specified in Section 02510. All work required to construct, equip, connect, and deliver a complete operational check valve assembly.

8 Aboveground Solenoid Controlled Back Pressure Sustaining Valve and Flow Meter Assembly

a. Measurement: Measurement for this item shall be based on satisfactory construction of a 16-inch aboveground solenoid controlled back pressure sustaining valve and flow meter assembly on the GST fill line as shown on the Drawings. The aboveground assembly is to be constructed, equipped, flushed, disinfected and pressure tested, connected, complete, and ready for continuous operation.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, equipment, and appurtenances necessary to construct and connect the solenoid controlled back pressure sustaining valve and flow meter assembly as indicated on the Drawings. Work includes but is not necessarily limited to the following: 16-inch aboveground flanged DI piping, one (1) 16-inch solenoid controlled back pressure sustaining valve, one (1) 16-inch electromagnetic flow meter, one (1) ARV with a stainless-steel valve and composite PVC hosing discharged downwards with a bug screen, painting aboveground assembly, and installation of concrete pipe supports as shown on the Drawings. This item also includes all necessary fittings, bends, restraining devices, coupling adapters as indicated on the Drawings and specified in Section 02510. All work required to construct, equip, connect, and deliver a complete operational solenoid controlled back pressure sustaining valve and flow meter assembly.

01270 - 6

9 Aboveground Chemical Injection Assembly construction of a 24-inch aboveground chemical injection assembly on the GST discharge line as shown on the Drawings and specified in Sections 11225 and 11227. The aboveground assembly is to be constructed, equipped, flushed, disinfected and pressure tested, connected, complete, and ready for continuous operation.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, equipment, and appurtenances necessary to construct and connect the chemical injection assembly as indicated on the Drawings. Work includes but is not necessarily limited to the following: 24-inch aboveground flanged DI piping, a sample tap for pre-chloramines post GST discharge residual, one

(1) static mixer with dual injection ports for chlorine injection, tap for ammonia injection, two (2) injection quills for chlorine, one (1) temporary ammonia injection quill, one (1) ARV with a stainless steel valve and composite PVC hosing discharged downwards with a bug screen, painting aboveground assembly, and installation at concrete pipe supports as shown on the Drawings. This item also includes all necessary fittings, bends, restraining devices, coupling adapters as indicated on the Drawings and specified in Section 02510. All work required to construct, equip, connect, and deliver a complete operational chemical injection assembly.

10 Aboveground Finished Water Flow Meter Assembly

a. Measurement: Measurement for this item shall be based on satisfactory construction of a 24-inch aboveground finished water flow meter assembly on the SWSRF discharge line as shown on the Drawings. The aboveground assembly is to be constructed, equipped, flushed, disinfected and pressure tested, connected, complete, and ready for continuous operation.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, equipment, and appurtenances necessary to construct and connect the finished water flow meter assembly as indicated on the Drawings. Work includes but is not necessarily limited to the following: 24-inch aboveground flanged DI piping, one (1) 24-inch electromagnetic flow meter, one (1) ARV with a stainless steel valve and composite PVC hosing discharged downwards with a bug screen, pressure gauge transmitter, sample tap for post-chloramine post HSP discharge residual, painting aboveground assembly, and installation of concrete pipe supports as shown on the Drawings. This item also includes all necessary fittings, bends, restraining devices, coupling adapters as indicated on the Drawings and specified in Section 02510. All work required to construct, equip, connect, and deliver a complete operational finished water flow meter assembly.

01270 - 7

11 Chlorine and Ammonia Chemical Feed System and Storage equipment of the chemical storage area, installation of a chlorine feed system, chlorine storage tank, a temporary ammonia feed system and an ammonia storage tank as shown on the Drawings and specified in Sections 11230, 11620, and Division 15. The new chemical systems are to be constructed, installed, connected, complete, and ready for continuous operation.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to equip the chemical storage area and install the chemical systems as indicated on the Drawings. Work includes but is not necessarily limited to the following: one (1) 500 gallon single containment chlorine storage tank, one (1) 100 gallon single containment ammonia storage tank, one (1) duplex chlorine chemical feed skid, one (1) duplex ammonia chemical feed skid, housekeeping pads for tanks and pump skids, chemical feed lines (including containment pipe) inside and outside the building, and chemical pull boxes, water quality sampling yard piping and appurtenances, five (5) water quality analyzers inside the HSP room, safety shower with eyewash, and a potable water hose bib assemblies as shown in the drawings. All work required to equip the chemical storage area, install the chemical feed pump skids and storage tanks, complete start-up testing and deliver complete operational chlorine and temporary ammonia chemical systems.

12 High Service Pumps installation of three (3) 750 gpm high service pumps (HSP) each with variable frequency drive (VFD) motor as shown on the Drawings and specified in Section 11353 and Division 16. The new HSPs are to be installed, associated piping to be flushed, disinfected and pressure tested, connected, complete, and ready for continuous operation.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, equipment, and appurtenances necessary to install the HSPs as indicated on the Drawings. Work includes but is not necessarily limited to the following:

three (3) 12-inch HSP aboveground flanged DI piping assemblies with associated appurtenances, check and gate valves, ARVs, restraining devices, bends, reducers, coupling adapters, three (3) 750 gpm HSPs with VFD motors, adjustable metal pipe supports, concrete support pump base pad at each HSP as shown on the Drawings. All work required to install, connect, complete start-up testing and deliver complete operational HSPs.

13 Sanitary Sump Pump Station and 2-Inch Force Main

a. Measurement: Measurement for this item shall be based on satisfactory installation of a sump pump station and a 2-inch force main, and connection to the sanitary sewer system as shown on the Drawings. The sanitary sump

01270 - 8 pump station is to be constructed, equipped, connected, complete, and ready for continuous operation.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, equipment, and appurtenances necessary to install and connect a sump pump station and a 2-inch force main, including excavation, sheeting, shoring and bracing, backfill, compaction, regrading, restoration, clean-up and sodding. This item also includes all necessary fittings, tie-ins, valves, taps, reducers, bends, tees, wyes, plugs, air release valves, restraining devices, adapters, metallic tracer wire, line locator, identification markers as indicated on the Drawings and specified in Sections 02530 and 02535. Work includes but is not necessarily limited to the following: pump station pit and a sump pump, a 2-inch poly force main as shown on the Drawings. All work required to construct, equip, connect, and deliver a complete sanitary sump pump station and sanitary transmission force main.

14 Operations Building construction of an operations building as shown on the Drawings and specified in Divisions 3, 4, 5, 6, 7, 8, 9, 10 and 31. The operations building is to be constructed, completed, and ready for functional operation as intended.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to construct the operations building as indicated on the Drawings. Work includes but is not necessarily limited to the following:

operations building (approximately 3,100 SF), including lighting, fixtures, painting, HVAC, HSP room equipped with louvres exhaust fans and floor drains, an electrical room, a secure IT room, and a chemical storage area as shown on the Drawings. All work required to construct, complete start-up testing and deliver complete functional operations building.

15 Electrical System and Instrumentation Control construction of electrical system and instrumentation control as shown on the Drawings and specified in Divisions 13 and 16. The electrical work is to be constructed, installed, complete, and ready for continuous operation.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to install electrical systems and controls as indicated on the Drawings. Work includes but is not necessarily limited to the following:

electrical and instrumentation control for the GST, flow and level controls, HSPs, chemical feed systems, electrical and IT room components, a 250-kilowatt (kW) generator with fuel storage tank, power feed and transformer, control panels and equipment racks, programming and security system, grounding and lightning protection, and site and interior lighting as shown on the Drawings. All work required to construct, complete start-up testing, and deliver complete electrical system and instrumentation control.

01270 - 9

01270 - 10

Submittals

01300 - 1

SECTION 01300

SUBMITTALS

Work Specified Herein and Elsewhere

This Section includes but is not limited to requirements for the following:

1. Construction Schedules.

2. Shop Drawings, Product Data, and Samples.

3. Record Documents.

4. Operation and Maintenance Manuals.

PART 2 - SCHEDULES AND REPORTS

2.01 Schedule of Operations

Submit a schedule of operations to the Engineer for approval prior to any construction operations. The construction operations shall be sequenced to provide a minimum of interruption to operation of the existing facilities. Inform the Engineer of any changes in the schedule and allow ample time for the Owner to alter operations as required by the construction of the various components of the work. Approval of traffic control and schedules shall be obtained from the governmental entity having jurisdiction over the area of work.

PART 3 - SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

3.01 Shop Drawings

A. Shop Drawings are original drawings, prepared by the Contractor, a subcontractor, or distributor, which illustrate some portion of the work; showing fabrication, layout setting, or erection details.

B. Shop drawings shall be prepared by a qualified detailer and shall be identified by reference to sheet and detail numbers on the Contract Documents.

Reproductions for submittal shall be full size opaque diazo prints or other print acceptable to the Engineer. Reduced size prints will not be reviewed or approved.

3.02 Product Data

A. Product data are manufacturer's standard schematic drawings and manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations, and other standard descriptive data.

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B. Standard drawings shall be modified to delete information which is not applicable to the project and supplemented to provide additional information applicable to the project.

C. Catalog sheets, brochures, etc., shall be clearly marked to identify pertinent materials, products, or models.

3.03 Samples

Samples are physical examples to illustrate materials, equipment, or workmanship and to establish standards by which work is to be evaluated.

3.04 CONTRACTOR's Responsibilities

A. Prior to submission, the Contractor shall thoroughly check shop drawings, product data, and samples for completeness and for compliance with the Contract Documents and shall verify all dimensions and field conditions and shall coordinate the shop drawings with the requirements for other related work.

B. Contractor is responsibility for errors and omissions in submittals is not relieved by the Engineer's review of submittals.

C. Contractor shall notify the Engineer, in writing, at the time of submission, of deviations in submittals from the requirements of the Contract Documents and is not relieved by the Engineer's review of submittals, unless the Engineer gives written acceptance of specific deviations.

D. Begin no work which requires submittals until return of submittals with Engineer stamp and initials or signature indicating the submittal has been reviewed.

3.05 Submission Requirements and Engineer Review

A. Submit one (1) electronic copy or six (6) copies of product data. Submit the number of samples indicated in the individual Specifications Section.

B. Shop drawings, product data, samples and certifications shall be submitted by the Contractor to the Engineer. Submittals should be properly identified with the name of the project, dated, and each lot submitted shall be accompanied by a letter of transmittal referring to the name of the project and to the specification page number and/or Drawing number for identification of each item. Submittals for each type of work shall be numbered consecutively, and the numbering system shall be retained throughout all revisions.

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C. Submittals shall bear the Contractor's stamp of approval certifying that they have been checked. Submittals without the Contractor's initialed or signed certification stamp and submittals which, in the Engineer's opinion, are incomplete, contain numerous errors or have not been properly checked, will be returned unchecked by the Engineer for resubmission. The Contractor shall mark his corrections in Green ink and the Engineer's comments shall be noted in Red.

D. Engineer will review submittals with reasonable promptness. The Engineer's review of submittals shall not be construed as a complete check and shall not relieve the Contractor from responsibility for complete compliance with the Contract requirements. No corrections, changes or deviations indicated on submittals reviewed by the Engineer shall be considered as a change order.

E. If submittal is acceptable, the Engineer will retain one (1) electronic copy or three

(3) sets of prints and return the remaining prints to the Contractor. If the submittal is not satisfactory, one set of prints will be retained by the Engineer and the remaining prints returned to the Contractor for appropriate action.

F. In the event a third submittal of shop drawings is required, due to previous submittals of incomplete or incorrect shop drawings not in accordance with the Drawings and Specifications, the Contractor will be charged one-half the cost incurred by the Engineer for the review of the third submittal. The Contractor shall bear the total cost incurred by the Engineer for all subsequent reviews. The Engineer costs charged to the Contractor will be at the cost plus rate generally charged by the Engineer and will be deducted by the Owner from payments due the Contractor.

G. Distribution of copies of acceptable submittals will be as mutually determined by the Contractor, Owner and Engineer on an individual item basis during or following the preconstruction conference.

PART 4 - RECORD DOCUMENTS

4.01 General

A. As the work progresses, the Contractor shall mark on a set of Contract

Documents all changes from the Contract Documents.

B. Mark on the Contract Documents all changes in direction and location of structures, piping, equipment, electrical, and mechanical work.

C. Mark on the Specifications the manufacturer, trade name, catalog, and supplier of each product actually installed, and mark changes made by change order or field order.

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D. Following installation of the water system improvements and prior to system testing, the Contractor shall provide to the Owner, Preliminary As-Built Drawings showing any deviations to the improvements from the approved and permitted plans. This set of drawings will be utilized for preparation of the drawings to be used for clearance of the system improvements through PCDOH/FDEP. The Final As-Built Drawing as outlined below will also be required to be submitted.

E. At the completion of the Work, the Contractor shall submit As-Built Drawings signed and sealed by a licensed surveyor registered in the State of Florida. The as-built drawings shall include locations of all located items to a minimum of two permanent references and information is to include, but not be limited to, the following:

1. Location of all valves, fittings, connection points, etc.

2. All utility and storm structure top and invert elevations.

3. Distance along pipelines between structures.

4. Stormwater conveyance systems including dimensions, elevations, contours, and cross sections.

5. Pavement centerline and edge of pavement elevations every 200 feet plus at all curb inlet locations.

6. Utility pipeline tied horizontally to edge of pavement and right-of-way lines, located every 200-ft plus all changes in horizontal offset.

7. Horizontal and vertical data for any construction that deviates from the approved engineering drawings.

PART 5 - OPERATION AND MAINTENANCE MANUALS

5.01 Submittal Requirements

A. The Contractor shall be responsible for obtaining installation, operation, and maintenance manuals from the manufacturers and suppliers. Submit one (1) electronic pdf copy and four (4) hard copies of manuals (plus additional copies to be returned to the Contractor) to the Engineer within 30 days after approval of shop drawings, product data, and samples, and not later than the date of shipment of each item of equipment to the project site. All operation and maintenance manuals shall be submitted prior to the completion of 35% of the construction.

B. Manuals shall be provided for each piece of equipment including individual components and subsystems of complete assemblies. The section of the manual on operation shall describe the function of each component and its relationship to the system of which it is a part. Where several models, options, or styles are described, the manual shall identify the items actually provided.

C. The manual shall contain the following:

1. Table of contents/index

2. Specific description of each system and components

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3. Manufacturer's identification, including order number, model, and serial number

4. Name, address, telephone number(s) and e-mail address(es) of vendor(s) and local service representative(s)

5. Specific on-site operating instructions (including starting and stopping procedures)

6. Safety considerations

7. Project specific operational procedures

8. Project specific maintenance procedures

9. Manufacturer's operating and maintenance instructions – specific to the project

10. Copy of each wiring diagram

11. Copy of Contractor's approved shop drawings

12. List of spare parts and recommended quantities

13. Product Data: Mark each sheet to clearly identify specific products and component parts and data applicable to installation. Delete inapplicable information.

14. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams

15. Provide logical sequence of instructions for each procedure, incorporating Manufacturer's instructions specified.

16. Equipment attributes sheet for submittal of name plate data.

17. Warranties and Bonds.

D. Each manual shall be bound in a binder and labeled to identify the contents, specification section, and project to which it applies.

E. Operation and maintenance manuals specified herein are in addition to any operation, maintenance, or installation instructions by the Contractor to install, test, and start up equipment.

F. Manuals for Equipment and Systems - In addition to the requirements listed above, for each System, provide the following:

1. Overview of system and description of unit or system and component parts. Identify function, normal operating characteristics and limiting conditions. Include performance curves, with engineering data and tests and complete nomenclature and commercial number of replaceable parts.

2. Panelboard circuit directories including electrical service characteristics, controls and communications and color coded wiring diagrams as installed.

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3. Operating procedures: include start-up, break-in and routine normal operating instructions and sequences; regulation, control, stopping, shut-down and emergency instructions; and summer, winter and any special operating instructions.

4. Maintenance Requirements:

a. Procedures and guides for trouble-shooting;

disassembly, repair, and reassembly instructions

b. Alignment, adjusting, balancing and checking instructions

c. Servicing and lubrication schedule and list of recommended lubricants

d. Manufacturer's printed operation and maintenance instructions

e. Sequence of operation by instrumentation and controls manufacturer

f. Original Manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance

5. Control diagrams by controls manufacturer as installed (as-built)

6. Contractor's coordination drawings, with color coded piping diagrams, as installed (as- built)

7. Charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. Include equipment and instrument tag numbers on diagrams.

8. List of original Manufacturer's spare parts and recommended quantities to be maintained in storage

9. Test and balancing reports, as required

10. Additional Requirements as specified in individual product specification

11. Design data for systems engineered by the Contractor or its

Suppliers

12. Equipment attribute Information Equipment Attribute Worksheet shall be provided for all equipment meeting the asset definition as follows:

Asset Definition

• Maintenance is recommended

• Assets have a value greater than $1,000

• Assets are complete and usable, and perform a distinct function independently (i.e., they pump waste, remove solids, etc.)

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a. This asset definition is intended to give a general indication of which equipment must be included in the Equipment Attribute Worksheets. The Engineer will provide the specific list of equipment that the Contractor must provide information for.

b. The data requirements include nameplate data, manufacturer and supplier information, information specific to the type of equipment, and recommended preventative maintenance activities.

c. An electronic copy of the Equipment Attribute Worksheets must be delivered in Excel format and submitted to the Engineer on CD-ROM and submitted with the O&M manuals.

It is not necessary to submit printed copies of the Equipment Attribute Worksheets.

G. Manual for Materials and Finishes – In addition to the requirements listed above, for each material or finish, provide the following:

1. Building Products, Applied Materials and Finishes: Include product data, with catalog number, size, composition and color and texture designations. Provide information for re-ordering custom manufactured products.

2. Instructions for Care and Maintenance: Include Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods and recommended schedule for cleaning and maintenance.

3. Moisture Protection and Weather Exposed Products: Include product data listing, applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance and repair.

H. Quick Reference Sheets for Equipment

1. For each item of equipment provide the following:

a. A minimum of one 8 ½ x 11-inch laminated quick reference sheet. Sheets shall be three hole punched and may be double sided.

b. Each quick reference sheet shall include the following minimum information:

1) Safety Procedures:

a. Brief descriptions of each piece of equipment and components

b. Starting and stopping procedures

c.