CC-5049-23_Technical_Specs_and_Drawings.pdf

A Full Service Design Firm

Country Club Water Treatment Plant Chemical Injection Assembly Modification

CIP 00178304 CC WTP R&R

CC-5049-23/TAD

Bid Set Technical Specifications

CPH, LLC

1117 E. Robinson Street

Orlando FL 32801

(407) 425-0452

CPH Project No. S09108

56875

03/13/2023

Roberto M. Gonzalez, P.E.

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Chemical Injection Assembly Modification TECHNICAL SPECIFICATIONS INDEX February 13, 2023

00010-1

TECHNICAL SPECIFICATIONS INDEX

CHEMICAL INJECTION ASSEMBLY MODIFICATION

00010 Technical Specifications Index 00010-1 - 00010-2 00011 Certifications Page 00011-1 – 00011-2

Division 1 - General Requirements

01110 Summary of Work 01110-1 - 01110-2 01270 Measurement and Payment 01270-1 - 01270-2 01300 Submittals 01300-1 - 01300-8 01315 Preconstruction Video 01315-1 - 01315-4 01320 Project Completion Schedule 01320-1 – 01320-2 01410 Regulatory Requirements and Permits 01410-1 - 01410-2 01420 Abbreviations 01420-1 - 01420-4 01450 Quality Control 01450-1 - 01450-4 01770 Contract Closeout 01770-1 - 01770-2 01780 Record Drawings 01780-1 - 01780-6

Division 2 - Site Construction

02220 Site Demolition 02220-1 - 02220-6 02230 Site Preparation 02230-1 - 02230-4 02240 Dewatering 02240-1 - 02240-4 02310 Finish Grading 02310-1 - 02310-2 02315 Excavation and Fill 02315-1 - 02315-8 02320 Trenching, Bedding and Backfilling 02320-1 - 02320-8 02370 Erosion and Sedimentation Control 02370-1 - 02370-4 02510 Water Distribution Systems 02510-1 - 02510-28

Division 3 - Concrete

03300 Cast-in-Place Concrete 03300-1 - 03300-12

Division 9 – Finishes

09900 Painting 09900-1 - 09900-24

Division 11 - Equipment

11227 Liquid Chemical Feed Accessories 11227-1 - 11227-4

Chemical Injection Assembly Modification TECHNICAL SPECIFICATIONS INDEX

00010-2

Division 15 - Mechanical

15100 Manual, Check, and Process Valves 15100-1 - 15100-12 15294 CPVC Pipe, 3 Inches and Smaller 15294-1 - 15294-6

Appendices

Appendix A: Permits – FDEP Permit to Construct PWS Components, and ERP Verification of an Exemption.

Appendix B: Seminole County List of Approved Materials and Manufacturers

Chemical Injection Assembly Modification CERTIFICATIONS PAGE October 17, 2022

00011-1

SECTION 00011

CERTIFICATIONS PAGE

CHEMICAL INJECTION ASSEMBLY MODIFICATION

This Project Manual is certified as follows:

Civil Engineer

Divisions 1, 2, 3, 9, 11 and 15

CPH, Inc.

1117 East Robinson Street Orlando, Florida 32801 Ph. 407-425-0452 Certificate of Authorization No.56875

Roberto M. Gonzalez, P.E.

Date

The above certification(s) apply to the technical specifications referenced in the preceding technical specifications index only, as listed under each Division indicated above. Additional information provided within the Appendix may contain information prepared by other professionals. These items are not covered under the above registered professionals’ signature and seal.

END OF SECTION

Chemical Injection Assembly Modification CERTIFICATIONS PAGE

00011-2

Chemical Injection Assembly Modification 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, County furnished products, coordination, cutting and patching

1.02 Summary of Work

A. The Project consists of removing and replacing underground post-chlorine chemical injection assembly located on the suction line ahead of high service pumps (HSPs) at Country Club Water Treatment Plant (CCWTP). The new chemical injection assembly will be raised above ground.

The existing chemical injection assembly vault will be removed and existing chemical injection quills will be salvaged. The chemical injection area will be enclosed in the containment concrete pad with curbing painted yellow. The ground around the assembly to be covered with landscape stone to match the existing conditions.

The general components of the new aboveground assembly are:

• Two (2) 36-inch by 24-inch reducers;

• Three (3) 24-inch 90 degrees bends;

• One (1) 24-inch Tee with tapped flange for one (1) 2-inch port for ARV;

• 24-inch flanged pipe with two (2) ¾-inch ports for chlorine injection quills and one (1) 1-inch port for sample tap;

• Two (2) Saf-T-Flo chlorine injection quills;

• One (1) Air Relief Valve (ARV) with stainless steel valve and composite PVC hosing discharged downwards with bug screen;

• Sample tap.

1.03 Work Under Other Contracts – N/A

1.04 Work Sequence

The 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

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

The Contractor will need to develop and submit construction and operating sequencing

Chemical Injection Assembly Modification SUMMARY OF WORK

01110-2 for County’s approval. In case of inability to maintain normal operations, the Contractor shall coordinate with CCWTP operating staff to use interconnects with other utilities such as: Lake Mary, Sanford or Longwood. A week ahead coordination notice is required to verify that other utilities are able to maintain service to CCWTP.

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. The Contractor shall assume full responsibility for protection and safekeeping of products stored on the job site.

1.07 County Furnished Products – N/A

1.08 Coordination

A. The 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.

B. The coordination requirements of this Section are in addition to the requirements of the front end bidding documents issued by the County.

C. It is the Contractor’s responsibility to coordinate with all the utilities regarding locates, testing, or relocations.

1.09 Cutting and Patching

A. The Contractor shall, at no additional expense to the County, 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.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

Chemical Injection Assembly Modification MEASUREMENT AND PAYMENT

01270-1

SECTION 01270

MEASUREMENT AND PAYMENT - LUMP SUM CONTRACTS

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 under Pay Items listed on the Bid Schedule. Work for which there is not a Pay Item will be considered incidental to the Contract and no additional compensation will be allowed

B. The County reserves the right to alter the Drawings, modify incidental work as may be necessary, and increase or decrease quantities of work to be performed to accord with such changes, including deduction or cancellation of any one or more of the Pay Items. Changes in the work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. When changes result in changes in quantities of Work to be performed, the Contractor will accept payment according to Contract Unit Prices that appear in the original Contract.

C. 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 County; acceptance at no pay;

or, acceptance at a reduced lump sum price, all at the discretion of the County.

D. 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.

1.03 Schedule of Values

Submit Schedule of Values for approval prior to commencing construction. As a minimum, include those values reported on the Bid Form. The Schedule of Values shall be the basis for making payment applications and establishing prices for Change Orders.

Chemical Injection Assembly Modification MEASUREMENT AND PAYMENT

01270-2

Chemical Injection Assembly Modification SUBMITTALS

01300-1

SECTION 01300

SUBMITTALS

PART 1 GENERAL

1.01 Description

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. Operation and Maintenance Manuals.

4. Record Documents.

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.

01300-2

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.

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

01300-3 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.

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 FDEP. The Final As-Built Drawing as outlined below will also be required to be submitted.

01300-4

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

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)

01300-5

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.

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;

01300-6 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 Worksheets as presented at the end of this Section 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.)

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 information requirements are shown in detail in the table.

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

01300-7 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. Special operating instruction

d. Routine maintenance procedures

e. Calibration procedures

f. Pump curves

g. Trouble shooting procedures

h. Name, address, and telephone numbers of local service representative

c. Provide three copies of quick reference sheets for review by

01300-8 the Engineer.

d. After quick reference sheets have been approved, provide four copies of laminated quick reference sheets to the Engineer in one commercial coiled three-ring binder with durable and cleanable plastic cover.

Chemical Injection Assembly Modification PRECONSTRUCTION VIDEO

01315-1

SECTION 01315

PRECONSTRUCTION VIDEO

1.01 Description

A. Provide continuous color audio-DVD recording along the entire length of all proposed work areas prior to construction to serve as a record of pre-construction conditions.

B. Supplement audio video recording with digital color photographs for areas which require details not ascertainable on the DVD.

1.02 Definitions

Construction Area = All areas used for construction of the proposed improvements, temporary construction, stockpile areas, staging and storage areas, and entry and exit points used by equipment, delivery vehicles, service vehicles, and other vehicles used for transport of labor, equipment, and materials to the job site.

1.03 Qualifications

The preconstruction audio-video recording shall be of professional quality that will clearly log an accurate visual description of existing conditions. Any portion of the digital recording that is determined by the County or Engineer to be not acceptable in the documentation of the existing condition shall be re-filmed at no additional cost to the County.

PART 2 PRODUCTS

2.01 General

The total video recording system and the procedures employed in its use shall be such as to produce a finished product that will fulfill the technical requirements of the project.

The digital portion of the recording shall produce bright, sharp, clear pictures with accurate colors and shall be free from distortion, tearing, rolls or any other form of picture imperfection. The audio portion of the recording shall produce the commentary of the camera operator with proper volume, clarity, and be free from distortion. The recording system shall utilize EIA standard video and RGB compatible video.

2.02 Camera

The camera used in the recording system shall be capable of recording in true color and on standard format DVD.

01315-2

2.03 Recorder

The recording shall be made with a DVD-based DVR. The recorder shall record the color signal with a minimum horizontal resolution of 240, 4:3 lines, aspect ratio, MPEG-2 video, stored at a resolution of 720 x 480 (NTSC). Audio shall be recorded using Dolby Digital (AC-3) minimum.

2.04 Video Disk

The video disk used for the recordings shall be high resolution, extended still frame capable. The video disk shall be new and thus shall not have been used for any previous recording.

2.05 Video Playback Compatibility

The recorded DVD shall be compatible for playback with any TV Standard DVD player.

PART 3 EXECUTION

3.01 General

A. The recordings shall contain coverage of all surface features located within the construction area and extend outward a minimum of 30-ft outside the construction area plus all off road access routes used to reach the construction area. The recording shall include all surface conditions supported by appropriate audio description.

B. The surface features documented in the recordings shall include, but not be limited to, all driveways, sidewalk, curb, gutter, buildings, walls, storage sheds, swales, culverts, headwalls, landscaping, trees, shrubbery, pull boxes, valve boxes, concrete pads, power poles, guy wires, mailboxes, and fences.

C. The recordings shall also document the existence or nonexistence of any faults, fractures, or defects, and existing man made material such as debris, construction stockpiles, trash, and fuel containers.

D. Each video recording of each DVD shall be a simultaneous recorded audio recording. This audio recording, exclusively containing the commentary of the camera operator, shall assist in viewer orientation and in any needed identification, differentiation, clarification, or objective description of the feature being shown in the video portion of the recording. The audio recording also shall be free from any conversations between the camera operator and any other production technicians.

E. All DVDs shall be permanently labeled and shall be properly identified by video number, Project title, and date(s) of the recording.

01315-3

F. Each video shall have a log of that video’s contents. The log shall describe the various segments of coverage contained on that video in terms of the names of streets or easements, coverage beginning and end, directions of coverage, and video unit counter numbers.

3.02 Recording Schedule

A. The recording shall be performed prior to the placement of any construction materials or equipment on the proposed construction site. Coordinate the scheduling of the preconstruction video recording with the County.

B. The Contractor shall coordinate the video recording with the construction schedule so that those portions of the construction that will be completed first will be recorded first.

C. Off road access routes to and from the construction area shall be recorded prior to mobilizing to work areas.

D. The Contractor shall deliver the video recordings to the County upon their completion. Upon delivery of the DVD’s, transfer of ownership of those DVD’s shall be made to the County.

3.03 Visibility

All recordings shall be performed during times of good visibility. No recording shall be done during periods of significant precipitation, mist, or fog. The recording shall only be done when sufficient sunlight is present to properly illuminate the subject, and to produce bright, sharp video recordings of those subjects. No recording shall be performed when more than 10% of the area to be recorded contains debris or obstructions unless otherwise authorized by the Engineer.

3.04 Continuity of Coverage

A. In order to increase the continuity of the coverage, the coverage shall consist of a single, continuous, unedited recording which begins at one end of a particular construction area. However, where coverage is required in areas not accessible by conventional wheeled vehicles and smooth transport of the recording system is not possible, such coverage shall consist of an organized, interrelated sequence of recordings at various positions along that proposed construction area.

B. The average rate of travel during a particular segment of coverage (e.g., coverage of one side of the street) shall be directly proportional to the number, size, and value of the surface features within that construction area's zone of influence.

01315-4

3.05 Camera Height and Stability

When conventional wheeled vehicles are used as conveyances for the recording system, the distance between the camera lens and the ground shall not be more than 10 feet. The camera shall be firmly mounted, such that transport of the camera during the recording process will not cause any unsteady picture.

3.06 Camera Control

Camera pan, tilt, zoom-in, and zoom-out rates shall be sufficiently controlled such that recorded objects will be clearly viewed during video playback. In addition, all other camera and recording system controls, such as lens, focus, and aperture, video level, pedestal, chroma, white balance, and electrical focus, shall be properly controlled or adjusted to maximize recorded picture quality.

3.07 Viewer Orientation Techniques

The audio and video portions of the recording shall maintain viewer orientation. To this end, overall establishing views and visual displays of all visible house and building addresses shall be utilized. In easements where the proposed construction location will not be readily apparent in the recorded video, highly visible yellow flags shall be placed in such a fashion as to clearly indicate the proposed centerline of construction.

3.08 Areas to be Video Recorded

A. When video recording on private property, the Contractor shall give the County sufficient prior notice of such entry so that property owners may be advised of, and their permission obtained for, the Work.

B. All video recording shall be done during regular business hours, unless otherwise specified by the property owner or the County. The Contractor shall enter and leave property in a professional and orderly, workmanlike manner.

Chemical Injection Assembly Modification PROJECT COMPLETION SCHEDULE

01320-1

SECTION 01320

PROJECT COMPLETION SCHEDULE

Project completion scheduling

1.02 Submittals

A. Prior to construction, prepare a schedule showing all major activities needed to complete project. Include major material and equipment order and delivery times. Submit to Owner no later than the date of the preconstruction conference.

B. Schedule to utilize Critical Path Method formatted by establishing a precedence diagram which is time scaled. Include on schedule activity start dates, stop dates, and duration; critical path; float; and delivery schedules. Include submittal dates and durations for components with extended lead times in schedule.

C. Include on the schedule a minimum float of 1 day every 3 weeks during construction.

D. Project substantial and final completion dates shown on schedule shall be same as or earlier than the contractual dates.

3.01 Monitoring and Updating of Schedule

A. Float shown on the schedule belongs to the project.

B. Progress data shall be accumulated to update the schedule on a monthly basis, prior to submittal of the application for payment. Progress data shall include:

1. Activities started

2. Activities completed

3. Predicted activity starts and predicted activity completions

4. Changes in original duration for specific activities

5. Changes in activity sequences

6. Percent complete on activities

C. Update of schedule to include effect of the progress projected for the next two (2) reporting periods.

Chemical Injection Assembly Modification PROJECT COMPLETION SCHEDULE

01320-2

Chemical Injection Assembly Modification REGULATORY REQUIREMENTS November 9, 2022 AND PERMITS

01410-1

SECTION 01410

REGULATORY REQUIREMENTS AND PERMITS

Regulatory requirements, project permits.

1.02 Requirements of Regulatory Agencies

A. Whenever the Drawings and Specifications conflict with the requirements of the permit, then the requirements of the permit shall govern and the cost of abiding by the provisions of the permit shall be considered incidental to the Contract.

B. All electrical apparatus and wiring pertaining to a piece of equipment or an appliance furnished and installed under this Contract shall comply with the National Electrical Code and shall be listed by Underwriters Laboratories or bear the approval of a recognized Testing Laboratory approved by the Engineer.

1.03 Project Permits

A. The following permits have been obtained for the construction of the project, and are contained in the Appendix of the Project Manual:

1. Florida Department of Environmental Protection Permit No. 0122188-105-

WC, dated October 20, 2022.

2. Verification of an Exemption from Environmental Resource Permit (ERP)

No. 0311382-003, dated September 9, 2022.

B. Prior to construction, the Contractor shall apply for the following permits for the Project construction:

Permit Type Permitting Agency Permit Fee to by Paid By Contractor (Y/N)

Dewatering SJRMWD Yes

Signed and sealed construction plans will be provided to the Contractor for its use in applying for the above permits. The Contractor is to coordinate with each permitting agency in order to determine the number of sets of signed and sealed construction plans that are required and the required sheet size (full size 22”x34” or half size 11”x17”).

C. The Contractor shall review and become familiar with all permits for the Project, complete with all conditions, attachments, exhibits and permit modifications. A

Chemical Injection Assembly Modification REGULATORY REQUIREMENTS November 9, 2022 AND PERMITS

01410-2 copy of all permits for the Project shall be maintained by the Contractor at the project site, and shall be available for review upon request.

D. The Contractor shall be fully responsible to abide by all provisions of the permits.

The Contractor is responsible for the selection, implementation and operation of all measures required by the permits, including the maintenance of said measures as necessary during construction. No additional compensation will be allowed for any work associated with permit requirements.

Chemical Injection Assembly Modification ABBREVIATIONS

01420-1

SECTION 01420

ABBREVIATIONS

1.01 Reference To Standards And Specifications Of Technical Societies

A. Definitions and interpretations shall be as provided in Section 1 of the General Conditions.

B. Work specified by reference to published standard or specification of government agency, technical association, trade association, professional society or institute, testing agency, or other organization shall meet requirements or surpass minimum standards of quality for materials and workmanship established by designated standard or specification.

C. Where so specified, products or workmanship shall also meet or exceed additional prescriptive or performance requirements included within Contract Documents to establish a higher or more stringent standard of quality than required by referenced standard.

D. Where two or more standards are specified to establish quality, product and workmanship shall meet or exceed requirements of most stringent.

E. Where both a standard and a brand name are specified for a product in Contract Documents, proprietary product named shall meet or exceed requirements of specified reference standard.

F. Copies of standards and specifications of technical societies and copies of applicable referenced standards have not been bound in these Contract Documents.

G. Where copies of standards are needed by Contractor, obtain a copy or copies directly from publication source and maintain in an orderly manner at the Site as Work Site records, available to Contractor’s personnel, Subcontractors, Owner, and Engineer.

1.02 Abbreviations

A. Following is a list of abbreviations for trade organizations, government agencies, and construction industry organizations to which references may be made in the Contract Documents, with abbreviations used.

AA Aluminum Association AABC Associated Air Balance Council AAMA American Architectural Manufacturers Association

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AASHTO American Association of State Highway and Transportation Officials

ABMA American Bearing Manufacturers’ Association ACAD AutoCAD - Computer Aided Design Software manufactured by

Autodesk ACI American Concrete Institute AEIC Association of Edison Illuminating Companies AGA American Gas Association AGMA American Gear Manufacturers’ Association AI Asphalt Institute AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction ALS American Lumber Standards AMCA Air Movement and Control Association ANSI American National Standards Institute APA APA – The Engineered Wood Association API American Petroleum Institute APWA American Public Works Association ARI Air-Conditioning and Refrigeration Institute ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating and Air-Conditioning

Engineers, Inc.

ASME American Society of Mechanical Engineers ASNT American Society for Nondestructive Testing ASTM ASTM International AWI Architectural Woodwork Institute AWPA American Wood Preservers’ Association AWPI American Wood Preservers’ Institute AWS American Welding Society AWWA American Water Works Association BHMA Builders Hardware Manufacturers’ Association CBM Certified Ballast Manufacturer CDA Copper Development Association CGA Compressed Gas Association CISPI Cast Iron Soil Pipe Institute CMAA Crane Manufacturers’ Association of America CRSI Concrete Reinforcing Steel Institute CS Commercial Standard CSA Canadian Standards Association CSI Construction Specifications Institute DIN Deutsches Institut für Normung e.V.

DIPRA Ductile Iron Pipe Research Association EIA Electronic Industries Alliance EJCDC Engineers Joint Contract Documents’ Committee ETL Electrical Test Laboratories FAA Federal Aviation Administration

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FAC Florida Administrative Code FCC Federal Communications Commission FDA Food and Drug Administration FDEP Florida Department of Environmental Protection FDOT Florida Department of Transportation FEMA Federal Emergency Management Agency FIPS Federal Information Processing Standards FM FM Global Fed. Spec. Federal Specifications (FAA Specifications) FS Federal Specifications and Standards (Technical Specifications) GA Gypsum Association GANA Glass Association of North America HI Hydraulic Institute HMI Hoist Manufacturers’ Institute IBC International Building Code ICBO International Conference of Building Officials ICC International Code Council ICEA Insulated Cable Engineers’ Association IFC International Fire Code IEEE Institute of Electrical and Electronics Engineers, Inc.

IESNA Illuminating Engineering Society of North America IFI Industrial Fasteners Institute IGMA Insulating Glass Manufacturer’s Alliance IMC International Mechanical Code INDA Association of the Nonwoven Fabrics Industry IPC International Plumbing Code IRI Industrial Risk Insurers ISA Instrumentation, Systems, and Automation Society ISO International Organization for Standardization ITL Independent Testing Laboratory JIC Joint Industry Conferences of Hydraulic Manufacturers MIA Marble Institute of America MIL Military Specifications MMA Monorail Manufacturers’ Association NAAMM National Association of Architectural Metal Manufacturers NACE NACE International NEBB National Environmental Balancing Bureau NEC National Electrical Code NECA National Electrical Contractor’s Association NEMA National Electrical Manufacturers’ Association NESC National Electrical Safety Code NETA InterNational Electrical Testing Association NFPA National Fire Protection Association NHLA National Hardwood Lumber Association NICET National Institute for Certification in Engineering Technologies NIST National Institute of Standards and Technology NRCA National Roofing Contractors Association NRTL Nationally Recognized Testing Laboratories

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NSF NSF International NSPE National Society of Professional Engineers NTMA National Terrazzo and Mosaic Association NWWDA National Wood Window and Door Association OSHA Occupational Safety and Health Act (both Federal and State) PCI Precast/Prestressed Concrete Institute PEI Porcelain Enamel Institute PPI Plastic Pipe Institute PS Product Standards Section-U.S. Department of Commerce RMA Rubber Manufacturers’ Association RUS Rural Utilities Service SAE Society of Automotive Engineers SDI Steel Deck Institute SDI Steel Door Institute SJI Steel Joist Institute SJRWMD St. Johns River Water Management District SMACNA Sheet Metal and Air Conditioning Contractors National Association SPI Society of the Plastics Industry SSPC The Society for Protective Coatings SWI Steel Window Institute TEMA Tubular Exchanger Manufacturers’ Association TCA Tile Council of North America TIA Telecommunications Industry Association UBC Uniform Building Code UFC Uniform Fire Code UL Underwriters Laboratories Inc.

UMC Uniform Mechanical Code USBR U.S. Bureau of Reclamation WCLIB West Coast Lumber Inspection Bureau WWPA Western Wood Products Association

Chemical Injection Assembly Modification QUALITY CONTROL

01450-1

SECTION 01450

QUALITY CONTROL

Quality control, quality assurance

1.02 Quality Control

A. It is the Contractor's responsibility to perform all work in conformance with the Plans and Specifications. In order to fulfill this responsibility, the Contractor is required to have an approved Quality Control Program, including testing, as part of his Contract work in accordance with the Contract Documents and to submit details of his Program to the Engineer for review and approval prior to commencing any construction operations. The submittal shall include detailed information on locations and number of all tests, etc., that will be necessary for the Contractor to make his own determination that the work is being performed in compliance with the Project requirements.

B. As part of the Contractor's Quality Control Program included as part of his work, the Contractor shall employ and pay for an independent, approved soils testing laboratory to perform testing services outlined in these Contract Documents.

C. The Contractor's Quality Control Program shall include, but not be limited to, the following in addition to the type and frequency of tests as required by the technical specifications:

1. Piping and structural excavation, bedding and backfill materials and density quality control testing

2. Determination of compactive effort needed for compliance with the density requirements.

3. Portland cement concrete and asphalt paving quality control testing including design mix review, materials, field slump and air content, and field and lab cured strength samples and testing.

D. In addition to Quality Control Testing, the Contractor shall be responsible for required testing or approvals for any work (or any part thereof) if laws or regulations of any public body having jurisdiction specifically require testing, inspections or approval. The Contractor shall pay all costs in connection therewith and shall furnish the Engineer the required certificates of inspection, testing or approval. The Contractor shall also be responsible for and shall pay all costs in connection with any inspection or testing required in connection with

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County or Engineer acceptance of a supplier of materials or equipment proposed to be incorporated into the work.

E. Any design or testing laboratory utilized by the Contractor shall be an independent laboratory acceptable to the County and the Engineer, approved in writing, and complying with the latest edition of the "Recommended Requirements for Independent Laboratory Qualification", published by the American Council of Independent Laboratories.

F. Testing laboratories, whether provided by the County or the Contractor, shall promptly notify the County, Engineer and the Contractor of irregularities or deficiencies of work that are observed during performance of services.

Laboratories shall submit two (2) copies of all reports directly to the County and Engineer and two (2) copies to the Contractor.

1.03 Quality Assurance

A. In addition to the services provided by the laboratory paid for by the Contractor as a part of his work, the County, at his sole discretion, may employ an additional independent soils laboratory as part of County's Quality Assurance Program to verify that the work meets the requirements of the Contract Documents. The County furnished Quality Assurance testing may include the type and frequency of tests as required by the technical specifications. The County reserves the right to have additional tests made beyond those specified in the Contract Documents. The Contractor shall cooperate with the County and make the work and samples available for County testing at no additional cost in case the County chooses to have additional County furnished testing performed. It is the sole responsibility of the Contractor to see that his work meets all provisions of the Contract Documents.

B. The Contractor shall cooperate with the soils laboratory personnel and provide access to the work to be tested. The Contractor shall notify the Engineer and County's testing laboratory sufficiently in advance of operations to allow scheduling of tests. The Contractor shall furnish casual labor and facilities to obtain and handle samples at the site and to store and cure test samples as required.

1.04 Testing of Materials

A. Unless otherwise specified, all materials shall be sampled and tested in accordance with the latest published standard methods of ASTM in effect at the time bids are received.

B. Test of materials shall be made by a representative of the Contractor, unless otherwise provided. Testing of equipment shall be the responsibility of the Contractor or an authorized manufacturer's representative. All test results shall be furnished to the Engineer in writing. The Contractor shall provide facilities

01450-3 required to collect and forward samples. The Contractor shall furnish the required samples without charge.

C. The Contractor shall not make use of or incorporate in the work, the materials represented by the sample until tests have been made and the material found to be in accordance with the requirements of the Specifications.

D. Materials to be tested and the applicable test procedure shall be as outlined in the individual sections of these Specifications.

1.05 Source and Quality of Materials and Equipment

A. The source of materials to be used shall be in accordance with the Contract Documents and as approved by the Engineer before delivery. The approval of the source of any material shall continue as long as the material conforms to the Specifications.

B. All material not conforming to the requirements of the Specifications shall be considered as defective and shall be removed from the work. If in place, faulty materials shall be removed by the Contractor at his expense and replaced with acceptable material unless permitted otherwise by the County. No defective materials that have been subsequently corrected shall be reused until approval has been given.

C. Upon failure of the Contractor to comply immediately with any order of the

Engineer to remove and replace defective material, the County shall have authority to remove and replace defective materials, and to deduct the cost of removal and replacement from any monies due or to become due to the Contractor. Failure to reject any defective materials or work at the time of installation shall in no way prevent later rejection when such defects are discovered, nor obligate the County to final acceptance.

1.06 Additional Testing

In addition to soils laboratory and materials testing, the Contractor shall perform other testing called for in the Contract Documents including but not limited to piping, pressure, leakage, infiltration and exfiltration, as required.

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Chemical Injection Assembly Modification CONTRACT CLOSEOUT

01770-1

SECTION 01770

CONTRACT CLOSEOUT

Substantial completion requirements, clean-up, final completion requirements, closeout submittals

1.02 Clean-Up Operations

A. The entire project site shall be thoroughly cleaned at the completion of the work.

B. Clean all installed pipelines, structures, sidewalks, paved areas, accumulated silt, plus all adjacent areas affected by construction, as directed by the County or jurisdictional agency. Equipment to clean these surfaces shall be subject to approval by the County.

C. Restore to original condition or better all property not designated for alteration by the Contract Documents, including all areas used for staging and storage.

Restoration includes but is not limited to fill…