Technical_Specifications_NEW_Rinehart_Rd_FM_Valves_2026.pdf

Rinehart Rd. FM Valves and Flow Meter Installation TECHNICAL SPECIFICATIONS INDEX September 29, 2025

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TECHNICAL SPECIFICATIONS INDEX

Rinehart Rd. Force Main Valves and Flow Meter Installation

00010 Technical Specifications Index 00010-1 - 00010-2 00011 Certifications Page 00011-1 00320 Geotechnical Data 00320-1

Division 1 - General Requirements

01110 Summary of Work 01110-1 - 01110-2 01270 Measurement and Payment 01270-1 - 01270-9 01315 Preconstruction Video 01315-1 - 01315-4 01320 Project Completion Schedule 01320-1 01410 Regulatory Requirements and Permits 01410-1 - 01410-2 01420 Abbreviations 01420-1 - 01420-4 01425 FDOT Standards Reference 01425-1 - 01425-2 01450 Quality Control 01450-1 - 01450-3 01545 Pump Station Shut Downs and Pump Out 01545-1 01550 Maintenance of Traffic 01550-1 - 01550-2 01770 Contract Closeout 01770-1 - 01770-2 01780 Record Drawings 01780-1 - 01780-5

Division 2 - Site Construction

02230 Site Preparation 02230-1 - 02230-4 02240 Dewatering 02240-1 - 02240-3 02310 Finish Grading 02310-1 - 02310-2 02320 Trenching, Bedding and Backfilling 02320-1 - 02320-8 02370 Erosion and Sedimentation Control 02370-1 - 02370-3 02505 Pipeline Removal and Taking Out of Service 02505-1 - 02505-4 02535 Sanitary Sewer Force Main Systems 02535-1 - 02535-17 02710 Stabilized Subgrade 02710-1 - 02710-4 02740 Paving 02740-1 - 02740-2 02820 Fences and Gates 02820-1 - 02820-4 02920 Grassing 02920-1 - 02920-6 02955 Cleaning and Flushing of Underground Piping 02955-1

Division 3 - Concrete

03300 Cast-in-Place Concrete 03300-1 - 03300-11

Divisions 4-15 - Not Used

Rinehart Rd. FM Valves and Flow Meter Installation TECHNICAL SPECIFICATIONS INDEX

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Division 16 - Electrical

16050 Basic Electrical Requirements 16050-1 - 16050-9

Appendices

A. Approved Materials List

Rinehart Rd. FM Valves and Flow Meter Installation CERTIFICATIONS PAGE January 7, 2026

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SECTION 00011

CERTIFICATIONS PAGE

Rinehart Rd. Force Main Valves and Flow Meter Installation

The Technical Specifications are certified as follows:

Civil Engineer

Divisions 1-3

CPH Consulting, LLC 500 West Fulton Street Sanford, Florida 32771 Ph. 407-322-6841 Certificate of Authorization No. 3215 Rocco R. Nasso, P.E., No. 64727

Date

Electrical Engineer

Division 16

CPH Consulting, LLC 500 West Fulton Street Sanford, Florida 32771 Ph. 407-322-6841 Certificate of Authorization No. 3215 Alexander E. Zvonaryov, P.E., No. 60953

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.

Rinehart Rd. FM Valves and Flow Meter Installation GEOTECHNICAL DATA

00320-1

SECTION 00320

GEOTECHNICAL DATA

PART 1 GENERAL

1.01 Description

The Contractor shall examine the project area and contact the County should it feel site soils and subsurface investigations are necessary to construct the proposed improvements as required by the contract documents.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

END OF SECTION

Rinehart Rd. FM Valves and Flow Meter Installation 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

The Project consists of the installation of five (5) new 16” valves on existing PVC force main located on the east side of Greenwood Blvd. and Rinehart Rd. in Lake Mary.

Construction also includes installation of a new 12” electromagnetic flow meter assembly and bypass line south of Greenwood Boulevard within the power easement (north of Green Way Boulevard).

1.03 Work Under Other Contracts – N/A

1.04 Work Sequence

A. The new 16” plug valves that are to be installed north and south of the Fountain Parke Blvd. Intersection (near stations 41+50 and 44+00) Will require temporary shutdown of the City of Lake Mary Primera Lift Stations and the private Fountain Parke Lift Station. The shutdowns of the existing lift stations are expected to require two line stops used for approximately three separate shutdown events.

The Contractor shall plan on the lift station shutdowns being allowed th take place on the weekends and at night only (from 9:00 PM to 5:00 AM)

B. The new flow meter assembly shall be installed and shall be operable before the new 16” plug valve is installed on the existing 16” force main located west of the new flow meter assembly.

C. All other Work may be sequenced at the Contractor’s 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.

Provide bypass pumping as needed for operation of sanitary sewer collection and transmission system during construction.

1.06 Contractor Use of Premises

Rinehart Rd. FM Valves and Flow Meter Installation SUMMARY OF WORK

01110-2

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 securing vacuum trucks as needed to pump out the City of Lake Mary Primera Lift Station No. 1, Primera Lift Station No. 2, Primera Lift Station No. 3, The new Century Development and the private Fountain Parke Lift Station.

B. 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.

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

D. 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

Rinehart Rd. FM Valves and Flow Meter Installation MEASUREMENT AND PAYMENT

01270-1

SECTION 01270

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 Description

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 herein. 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. The Engineer will make measurements and determinations as necessary to classify the work within pay items and determine the quantities for pay purposes.

D. 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 reduced final pay quantity or reduced unit price, all at the discretion of the County.

E. 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.

F. A preliminary monthly application for payment shall be submitted to the County for review five (5) days prior to the submittal for approval of the Contractor's monthly payment request.

PART 2 PAY ITEMS

2.01 Bonds and Insurance Including Maintenance (Warranty) Bond - Pay Item No. 1

A. Work Includes

01270-2

Procuring bonds and insurance for the project including the performance bond, payment bond, and material and workmanship bond (the warranty bond) at the completion of all work.

B. Unit of measurement is lump sum.

C. Payment of this item shall be after satisfactory certificates of insurance and the bonds have been provided: this item cannot be paid at 100% until the last bond (the material and workmanship bond) is provided at the end of the project. The Owner is the sole determiner of the percentage of payment to be made after satisfactory certificates of insurance and the bonds have been provided based on its estimate of the actual cost of the required bonds and insurance. The Contractor is required to provide cost documentation if requested.

2.02 Mobilization - Pay Item No. 2

A. Work Includes

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, and fees. Also included are temporary utilities/facilities, staging and storage areas, survey and layout, project signs, 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.

Also included are any investigations the Contractor deems necessary to determine the horizontal and vertical elevations of existing utilities that will be connected to, crossed, or otherwise be located in the vicinity of the proposed construction. In the event sidewalk or pavement is impacted in order to conduct these investigations, the cost of traffic control and restoration is to be included in this item.

B. Unit of measurement is lump sum, based on mobilization to the job site and upon completion of the utility location / verification work (partial payment can be made based on the Owner’s determination of the percent completion). Provide utility locate information to the Owner when this Work is done.

C. The Owner is the sole determiner of the percentage of payment to be made under this item based on its estimate of the percentage of mobilization that has been completed.

2.03 Demobilization, Cleanup, Record Drawings, Project Closeout – Pay Item No. 3

A. Work Includes

The movement of personnel, equipment, surplus materials from the project site, final site cleanup, cleanup and restoration of staging, storage, and construction areas, submittal of Final Record Drawings, providing required closeout documents

01270-3 such as the Material and Workmanship Bond, completion certificates, and manufacturer operation and maintenance instructions.

B. Unit of measurement is lump sum.

C. Payment of this item shall be made in full at satisfactory completion of bid item

2.04 Preconstruction Video – Pay Item No. 4

A. Work Includes

Preconstruction documentation via digital recording plus digital color photographs necessary to pick up detail not easily visible or apparent on the DVD.

B. Unit of measurement is lump sum.

C. Payment of this item shall be made in full at satisfactory completion of bid item

2.05 Erosion and Sediment Control – Pay Item No. 5

A. Work Includes

Furnishing and installing erosion and sediment control as needed to prevent the transfer of sediment from the project area and erosion of surfaces during construction, including silt fence , fence reinstallation, replacement, or other repairs and maintenance needed throughout construction, removal of silt fence at the completion of construction, hay bales, filter bags, and filter fabric as needed for supplemental inlet protection and to supplement silt fence, including replacement and maintenance needed during construction. In the event temporary staging and storage areas are used, any required erosion and sediment control measures are to be included in this item.

B. Unit of measurement is lump sum.

C. Payment of this item shall be made under the following schedule:

Percent of Original Contract Amount Earned

Allowable Percent of the Lump Sum Price to be Paid

5 50 10 90 90 100

2.06 Clearing and Grubbing – Pay Item No. 6

A. Work Includes

General Clearing, grubbing, and disposal of debris required for all areas impacted by construction.

01270-4

B. Unit of measurement is lump sum.

2.07 Temporary Traffic Control (Maintenance of Traffic) – Pay Item No. 7

A. Work Includes

The construction and maintenance of any necessary detour facilities for the streets and recreational trail; the providing of necessary facilities for access to residences and businesses along the project; the furnishing, installation and maintenance of traffic control and safety devices during construction; daily inspections of the traffic control devices (including nighttime inspections); replacement of all equipment and devices found not to be conforming with approved standards during the inspection;

the control of dust, and any other special requirements for safe and expeditious movement of traffic as may be called for on the plans. The term “Temporary Traffic Control “(also referred to as “Maintenance of Traffic”) shall include all such facilities, devices, and operation as are required for the safety and convenience of the public as well as for minimizing public nuisance; all as required by the FDOT, the Engineer and the Owner. This work shall also consist of the removal of existing pavement markings necessary in order to implement traffic control, temporary signs, and the removal or relocation of existing signs in order to implement traffic control. This item also includes any adjustments necessary to the traffic control devices under emergency conditions.

B. Unit of measurement is lump sum

C. Payment of this item shall be made under 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 90 90 100

2.08 Provide Vac Trucks as Needed for Existing Pump Station Pump Out, Transport Collected Wastewater to Greenwood Lakes Water Reclamation Facility – Pay Item No. 8

A. Work Includes

Furnishing Vacuum Trucks and pumping out existing lift stations as needed and transporting the collected wastewater to the County’s Greenwood Lakes Water Reclamation Facility (WRF) located at 701 Green Way Blvd., Lake Mary. Includes coordination with the County and implementing traffic control and other safety measures as needed when the Work is being performed (opening wet well hatches

01270-5 and turning pumps off and on at the lift station will be done by County personnel).

Discharge at the Greenwood Lakes WRF is part of the Work.

B. Unit of measurement is lump sum.

2.09 Plug Valve Assembly (Furnish and Install) – Pay Item No. 9

A. Work Includes

Dewatering, excavation, furnishing and installing valve and valve box, accessories, pipeline, sleeves, connection to existing FM, locate balls, identification tap, warning tape, locate wire, thrust restrain at joints along pipeline as required on each side of fittings (at the fitting and at each joint along the pipeline the required distance on each side of the fitting), disposal of unsuitable or excess material, suitable backfill, compaction, connections, flushing, finish grading, and testing, and removing the existing pipeline and accessories.

B. Unit of measurement is each.

2.10 Ductile Iron Sleeves, Bends/Tees (Force Main) (Furnish and Install) – Pay Item No.

10 - 11

A. Work Includes

Survey, layout, dewatering, clearing, excavation, furnishing and installing ductile iron fittings, thrust restraint, identification and warning tape, backfill, compaction, finish grading, and leakage testing.

B. Unit of measurement is each based on the type of ductile iron fitting and size as shown on the Bid Schedule.

2.11 Force Main (Open Cut) (PVC) (Furnish and Install) – Pay Item No. 12 - 13 Note: This pay item includes joint restraint on each side of fittings

A. Work Includes

Survey, layout, dewatering, clearing, sheeting, shoring, bracing, excavation, furnishing and installing pipeline, identification tape, warning tape, locate wire, thrust restraint at joints along pipeline as required on each side of fittings (at the fitting and at each joint along the pipeline the required distance on each side of the fitting), disposal of unsuitable or excess material, suitable backfill, compaction, connections, flushing, sample points, replacement of existing structures such as signs or fences encountered, leakage testing, disinfection and bacteriological testing, removal of sample points, finish grading.

B. Unit of measurement is linear feet.

01270-6

2.12 Plug Valve (Furnish and Install) – Pay Item No. 14 - 15

A. Work Includes

Survey, layout, dewatering, clearing, excavation, furnishing and installing valve and valve box, accessories, thrust restraint, backfill, compaction, finish grading, and testing.

B. Unit of measurement is each.

2.13 Tapping Sleeve and Valve (Furnish and Install) – Pay Item No. 16 - 17

A. Work Includes

Survey, layout, dewatering, clearing, excavation, furnishing and installing tapping sleeve, valve and valve box, tapping of main line, thrust restraint, disinfection (at water main), backfill, compaction, finish grading, and testing.

B. Unit of measurement is each.

2.14 Line Stop Assembly (Furnish and Install) – Pay Item No. 18

A. Work Includes

Survey, layout, dewatering, excavation, concrete base for pipe support at the point of line stop line stop fitting, pipe restraining in the vicinity of the line stop, line stop fitting, stopping plug / valve, pipe boring, furnishing and installing temporary valves or plugs, recovery of the temporary valves and plugs, and sealing of the bore hole with a permanent plug / blind flange, backfill, compaction, testing.

B. Unit of measurement is each.

2.15 Above Grade Flow Meter Assembly, Dry Wells, and Concrete Pad (Furnish and Install) – Pay Item No. 19

A. Work Includes

Survey, layout, dewatering, sheeting, shoring, bracing, excavation, furnishing and installing pipeline from the below grade force main (starting at and including the below grade 90 degree bend), including all piping from the below grade force main and including all above grade piping, fittings, flow meters, valves, air relief assemblies, coupling adapters, and accessories. Work also includes furnishing and installing pipe supports, concrete pads, dry wells (for air relief valve discharge), below grade pipeline identification, backfill, compaction, painting, thrust restraint, and leakage testing.

B. Unit of measurement is lump sum.

01270-7

2.16 Mill Existing Asphalt Pavement (1.5” Avg. Depth) – Pay Item No. 20

A. Work Includes

Removal of asphalt by milling, disposal of removed material, sweeping of milled surface prior to asphalt placement.

B. Unit of measurement is square yards. The quantity of pavement removal by milling shown on the Bid Form is based on the widths shown on the drawings. Should the Contractor mill more areas for his convenience then there will be no additional pay for pavement removal and the Contractor shall restore these areas at no additional cost to the Owner.

2.17 Asphalt Surface Course, Type SP 9.5 (1.5”) (Furnish and Install) – Pay Item No. 21

A. Work Includes

Survey, layout, furnishing and installing, grading of asphalt concrete pavement and testing.

B. Unit of measurement is square yards.

C. Whenever coring or other data indicates that the pavement thickness is less than called for on the Plans (thicknesses required by the plans shall be considered to be minimum thicknesses), or does not otherwise meet the Specifications, the Contractor will correct the deficiency by replacing the full thickness for a length extending 50' from each end of the deficient area, or when permitted by the Engineer, by overlaying. The Contractor will receive no compensation for any pavement so removed, for work in removing such pavement, and will be paid only for accepted pavement within the allowable limit. Pavement in excess of the thickness called for on the Plans will be allowed to remain in place and no extra compensation paid to the Contractor, provided the excess thickness does not cause unsatisfactory conditions and is compatible with the adjacent work.

2.18 Remove and Replace Existing Base and Sub-base (Asphalt Trail) – Pay Item No. 22

A. Work Includes

Removal and disposal of existing pavement and base, furnishing, installing, grading and compacting the pavement base course material. Hauling, sanding, prime, tack and surface courses, compaction, leveling, finishing, testing, connecting to existing adjacent pavement. As needed for proposed excavation within asphalt trail.

B. Unit of measurement is square yards.

01270-8

2.19 Replace Pavement Markings Impacted by Construction – Pay Item No. 23

A. Work Includes

Furnishing and installing temporary and permanent thermoplastic pavement marking in areas where new paving occurs.

B. Unit of measurement is lump sum.

2.20 Chain Link Fence and Access Gates (Vinyl Coated Black, 6-ft Ht.) (Furnish and Install) – Pay Item No. 24

A. Work Includes

Survey, layout, furnishing and installing corner posts, end posts, pull posts, line posts, rails, chain link fabric, tension wire, tie wire, anchor plates, anchor bolts, cane bolts, cane bolt anchor bases, hinges, latches, double swing gate (12’ opening) and pedestrian gate (3’ opening).

B. Unit of Measurement is linear feet.

2.21 Electrical (Furnish and Install) – Pay Item No. 25

A. Work Includes

Coordination with the power company, connection to the transformer, furnishing and installing cable, conductors, conduit, circuit breakers, integrator, disconnect, equipment rack, meter can, and electrical to the RTU.).

B. Unit of measurement is lump sum.

Rinehart Rd. FM Valves and Flow Meter Installation PRECONSTRUCTION VIDEO

01315-1

SECTION 01315

PRECONSTRUCTION VIDEO

PART 1 GENERAL

1.01 Description

A. Provide continuous color audio and video 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 and video recording with digital color photos for areas which require details not ascertainable on the recorded video.

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 Owner to be not acceptable in the documentation of the existing condition shall be re-recorded at no additional cost to the Owner.

PART 2 PRODUCTS

2.01 General

A. The digital recording equipment shall capture existing conditions as an individual movie file (.MP4, .MPG, .WMV, .MOV or approved equal). The files shall be saved in digital format on a portable USB hard/flash drive or approved equal.

The files shall be able to be played back on any Windows compatible computer.

B. The video shall be recorded in real time and the date and time of the recording shall be displayed on the video.

C. The video file names shall be referenced in the recording report generated in PDF format. The report shall identify locations of where the video was recorded and the time location on the video at each recording location.

01315-2

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, recreational trail, 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 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. 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, and directions of coverage.

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 Owner.

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 Owner upon their completion.

01315-3

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 Owner.

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.

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.

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.

01315-4

3.08 Areas to be Video Recorded

A. When video recording on private property, the Contractor shall give the Owner 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 Owner. The Contractor shall enter and leave property in a professional and orderly, workmanlike manner.

Rinehart Rd. FM Valves and Flow Meter Installation PROJECT COMPLETION SCHEDULE

01320-1

SECTION 01320

PROJECT COMPLETION SCHEDULE

PART 1 GENERAL

1.01 Section Includes

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.

Provide this information broken down per pump station site. Submit to Owner no later than the date of the preconstruction conference. Update the schedule on a monthly basis.

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.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION

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

Rinehart Rd. FM Valves and Flow Meter Installation REGULATORY REQUIREMENTS September 29, 2025 AND PERMITS

01410-1

SECTION 01410

REGULATORY REQUIREMENTS AND PERMITS

PART 1 GENERAL

1.01 Section Includes

Regulatory requirements, project permits

1.02 Requirements of Regulatory Agencies

A. All piping installed within the right-of-way of any city, county, state, or federal highway or railroad shall be in accordance with a permit to construct issued by the controlling agency and obtained by the Owner except where noted herein. In no case shall an open trench be constructed within a railroad right-of-way unless otherwise indicated.

B. 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.

C. 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.

D. All construction projects 1 or more acres in size that discharge to offsite areas are required to abide by the provisions of the National Pollution Discharge Elimination System (NPDES) General Permit.

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.

, dated .

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

Rinehart Rd. FM Valves and Flow Meter Installation REGULATORY REQUIREMENTS September 29, 2025 AND PERMITS

01410-2

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

Dewatering SJRMWD Yes Building Permit (Including Permits for all Subcontractor Work such as Electrical

Seminole Co. Building Dept.

Yes Right-of-Way Use Permit (for Work in the Greenwood Blvd. R/W)

Seminole County Public Works Dept.

Yes Right-of-Way Use Permit (for Work in the Rinehart Rd. R/W)

City of Lake Mary

Yes

C. Signed and sealed construction plans will be provided to the Contractor for its use in applying for the permit. 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”).

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

E. 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.

PART 2 PRODUCTS - Not Used

Rinehart Rd. FM Valves and Flow Meter Installation ABBREVIATIONS

01420-1

SECTION 01420

ABBREVIATIONS

PART 1 GENERAL

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

01420-2

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

PART 2 PRODUCTS - Not Used

Rinehart Rd. FM Valves and Flow Meter Installation FDOT STANDARDS REFERENCE

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SECTION 01425

FDOT STANDARDS REFERENCE

PART 1 GENERAL

1.01 Section Includes

Instruction on the use and applicability of FDOT standards on the project

1.02 Requirements

A. The Florida Department of Transportation, Standard Specifications for Road and Bridge Construction, latest non-metric edition ("Standard Specifications"), and Standard Plans for Road Construction, latest non-metric edition ("Standard Plans") are referenced herein as source documents for applicable technical specifications and construction details to be used in the construction of this project. The term “latest edition” refers to the latest edition implemented by FDOT and includes all FDOT implemented supplements.

B. Method of Measurement and Basis of Payment is to be in accordance with these Contract Documents rather than the Florida Department of Transportation Standard Specifications. Any item which is detailed in the Plans and for which material types, sizes and quality are also called out, the "Standard Plans" shall take preference over the plan detail unless otherwise directed by the Engineer.

C. Where the FDOT Standard Specifications use the reference "Department", replace "Department" with "Owner", except for when such reference is to Department Standards and evaluation criteria.

D. The Standard Plans are referenced herein as a source document for applicable construction items and details called for in the plans for which a specific plan detail is not provided. The Contractor shall construct the items called for in the plans in accordance with the "Standard Plans" unless otherwise defined or detailed in the plans or as directed by the Owner, Engineer or authorized representative.

E. The Standard Plans are available for download from the FDOT website at:

fdot.gov/design/standardplans

F. In case of conflict, the Project Manual takes precedence over FDOT specifications for a particular construction requirement.

G. Copies of the latest implemented edition and implemented supplements of the Florida Department of Transportation Standard Specifications are available for download from the FDOT website at:

Rinehart Rd. FM Valves and Flow Meter Installation FDOT STANDARDS REFERENCE

01425-2 http://www.fdot.gov/programmanagement/Implemented/SpecBooks/

The Contractor shall inform the Owner and Engineer in writing of any specification that the Contractor feels is ambiguous or conflicting with other plan notes and details prior to the construction of the associated item. The Engineer will determine which information is to be used for construction. The Contractor is responsible for the removal and replacement of any item improperly constructed resulting from a misinterpretation of the specifications at no additional cost to the Owner.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION

3.01 General

The Contractor shall use Divisions Two (II) and Three (III) of the FDOT Specifications as they relate to methods of construction and material types and quality for the appropriate construction items contained within this project.

Rinehart Rd. FM Valves and Flow Meter Installation QUALITY CONTROL

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SECTION 01450

QUALITY CONTROL

PART 1 GENERAL

1.01 Section Includes

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 its Contract work in accordance with the Contract Documents and to submit details of its Program to the County 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 its 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 its 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 County the required certificates of inspection, testing or approval. The Contractor shall also be responsible for and shall pay all costs in connection with

01450-2 any inspection or testing required in connection with County 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, 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 and the Contractor of irregularities or deficiencies of work that are observed during performance of services. Laboratories shall submit electronic copies (PDF format) of all reports directly to the County and 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 its work, the County, at its 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 its 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 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 County in writing. The Contractor shall provide facilities required to collect and forward samples. The Contractor shall furnish the required samples without charge.

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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 County 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.