COLLIER COUNTY

TECHNICAL SPECIFICATIONS

FOR

IMMOKALEE SPORTS COMPLEX – PH 1B

PART 1 OF 2

BID NO.: 26-8703

May 2026

Prepared by:

Stantec Consulting Services, Inc.

3510 Kraft Road, Suite 200

Naples, FL 34195

Tel. (239) 649-4040

Stantec Project No.: 215617854

NO TEXT FOR THIS PAGE

TABLE OF CONTENTS

IMMOKALEE SPORTS COMPLEX – PHASE 1B

TECHNICAL SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

010000 General Requirements 010001 Supplementary Technical Specifications (Utilities) 010002 Surveying (Provided by Contractor) 011000 Summary of Work 013300 Submittal Procedures 013319 Testing Services 015000 Temporary Utilities 015700 Temporary Controls 016000 Material and equipment 017123 Field Engineering 017719 Contractor Close-out 017839 Project Record Documents

DIVISION 2 – NOT INCLUDED

DIVISION 3 – CONCRETE

032000 Concrete Reinforcement 034100 Precast Concrete Structures

DIVISION 4 TO 30 – NOT INCLUDED

DIVISION 31 – EARTHWORK

310000 Earthwork 312300 Excavation and Embankment

DIVISION 32 – EXTERIOR IMPROVEMENTS

320100 Restoration and General Requirements 321100 Limerock Base Course and Stabilized Subgrade 321216 Asphaltic Concrete 321300 Sidewalks, Driveways and Curbs 323113 Chain Link Fencing and Gates

DIVISION 33 – UTILITIES

330500 Trenching and Backfilling 330501 Pressure Pipeline Construction 330502 HDPE Pipe and Fittings 334100 Storm Sewers and Pipe Culverts 334200 Concrete Curbs, Gutters, Manhole Frames, Storm Inlets, etc.

DIVISION 34 TO 48 – NOT INCLUDED

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SECTION 010000

GENERAL REQUIREMENTS

PART 1 - GENERAL

1.01 RELATED REQUIREMENTS

A. General provisions of Contract, including General and Supplementary Conditions.

B. Requirements for determining completed Work - Section 012000

1.02 PROJECT DESCRIPTION

A. Phase 1B - Installation of a field restroom and pavilion building with associated utilities, drainage swales and concrete sidewalk improvements and use of existing field 1 for staging purposes, and subsequent restoration thereof.

1.03 CONTRACTOR USE OF PREMISES

A. Contractor shall have full use of the existing athletic field for construction operations. The Contractor's use of the premises is limited only by the Owner's right to perform construction operations with its own forces or to employ separate contractors on portions of the project.

B. Access to the work site shall be through the adjacent parking lot as in the construction documents.

C. The Contractor shall be responsible for coordinating his daily activities in conjunction with any Contractors presently working within the vicinity of this project.

D. Confine operations to areas within the project site an designated staging areas.

E. Keep existing driveways, entrances and adjacent areas serving the premises, clear and available to the Owner, Owner's employees and the public at all times.

1. Do not use these areas for parking or storage of materials.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

F. Do not dispose of organic and hazardous material on site, either by burial or by burning.

G. All waste materials resulting from daily construction activities associated with the project shall be disposed, and/or hauled off site in accordance with all governing regulations including but not limited to local, county, state and federal requirements.

1.04 ENVIRONMENTAL PROTECTION

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A. Provide protection, operate temporary facilities and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted, or that other undesirable effects might result.

1.05 SUBMITTALS

A. General: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.

B. Progress Schedule: Fully developed, horizontal bar chart type Contractor's construction schedule. Revise the schedule after each meeting or activity, where revisions have been recognized or made. Issue updated schedules monthly. In addition, contractor to provide “2-Week Look Ahead Schedule” throughout duration of project.

C. Daily Construction Report: Record of construction activities, on-site work force and equipment including progress and events at the site; submit two (2) copies to the Engineer at weekly intervals.

D. Shop Drawings: Newly prepared information, drawn to accurate scale. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not acceptable.

1. Shop Drawings shall include fabrication and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings.

2. Do not use Shop Drawings without an appropriate final stamp indicating action taken in connection with construction.

E. Product Data: Collect into a single submittal for each element of construction or system. Includes printed information such as manufacture's installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams and performance curves.

F. Samples: Full size, fully fabricated samples cured and finished as specified and physically identical with the material or product proposed.

G. Submit shop drawings/product data for each item to be incorporated in the project.

1.06 QUALITY CONTROL

A. The Contractor shall provide inspections, tests and similar quality control services, specified in individual Specification Sections and required by governing authorities, except where they are specifically indicated to be the Owner's responsibility, or are provided by another identified entity.

1. Costs for these services shall be included in the Contract Sum.

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B. The Contractor is responsible for and shall pay costs of retesting when required by Engineer or Owner and of additional testing needed or required by the Contractor.

C. The Contractor shall pay costs for additional trips to the project by the agency when scheduled times for tests and inspections are canceled and agency is not notified sufficiently in advance of cancellation to avoid the trip.

1.07 MATERIAL AND EQUIPMENT

A. Substitutions: After Bidding period, up to 30 days after date of Notice to Proceed, the Engineer will consider written requests from Contractor for proposed substitutions of products. Subsequent requests will only be considered when proof is given to the Engineer of product unavailability or other condition beyond control of the Contractor. Submit a separate request for each proposed substitution; two

(2) copies each on the Substitution Request (SR) available from the Engineer.

1. Do not order or install substitute products without written acceptance from the Engineer.

2. Do not imply or indicate substitutions on shop drawings or product data submittals without a separate formal request.

3. Engineer will determine acceptability of substitution.

4. Only one request for substitution for each product will be considered. If not accepted, Contractor shall provide specified product.

B. Product selection is governed by the Contract Documents and governing regulations, not by previous project experience.

1. Where a single or multiple products or manufacturers are named, provide one of the products indicated or submit a request for substitution for any product or manufacturer not named.

2. Where the Specifications only require compliance with performance requirements, an imposed code, standard or regulation, select a product that complies with the requirements, standards, codes or regulations specified.

3. Manufacturers named in a Specification section are those manufacturers considered capable of manufacturing products conforming to the specified requirements. The naming of a particular manufacturer does not imply acceptance or approval of just any standard product of that manufacturer.

4. The City reserves the right to remove or have removed any installation material which is not approved by the Engineer. The total cost for such replacement shall be borne by the Contractor.

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

END OF SECTION

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SECTION 010001

SUPPLEMENTARY TECHNICAL SPECIFICATIONS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes Supplementary Technical Specifications which amend or supplement the

Technical Specifications of these Contract Documents. All Specifications not amended or supplemented remain in full force and effect.

B. Since the materials and installation of all potable water, fire and wastewater facilities must be provided and constructed in accordance with the latest revision of the Collier County Water-

Sewer Utilities Standards Manual, specifications for these facilities are not included within the

Site-Civil Technical Specifications of these Contract Documents.

Contractor shall utilize the technical specifications set forth within the latest revision of the Collier County Water-Sewer Utilities Standards Manual for installation and testing of all potable water, fire and wastewater facilities.

The Collier County Water-Sewer Utilities Standards Manual is located on the Collier County Government’s website, and be found utilizing the following hyperlink:

http://www.colliergov.net/index.aspx?page=3267

1.2 CHANGES

A. Section 330500.01 - Trenching And Backfilling

1. Delete paragraphs A through E under 3.12 - Special County Requirements.

2. Add paragraph A under section 3.12 - Special County Requirements.

A. Contractor shall utilize the technical specifications set forth within the latest revision of the Collier County Water-Sewer Utilities Standards Manual for installation of any potable water, fire and wastewater facilities, including backfilling, compaction, sampling and testing, and restoration of same.

Please reference the following website address for the Collier County Water-Sewer Utilities Standards Manual:

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SECTION 010002

SURVEYING (PROVIDED BY CONTRACTOR)

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Survey requirements for the Project.

1.02 QUALITY CONTROL

A. Employ a Land Surveyor registered in the State of Florida and acceptable to ENGINEER and OWNER to perform survey functions in this Section.

1.03 SUBMITTALS

A. Submit name, address, and telephone number of Surveyor before starting survey Work.

B. On request, submit documentation verifying accuracy of survey Work.

C. Submit a copy of registered site Drawing and certificate signed by the Land Surveyor that the elevations and locations of the Work are in conformance with Contract Documents.

1.04 PROJECT RECORD DOCUMENTS

A. Maintain a complete and accurate log of control and survey Work as it progresses.

1.05 EXAMINATION

A. Verify locations of survey control points and reference points prior to starting Work.

B. Promptly notify ENGINEER of any discrepancies discovered.

1.06 SURVEY REFERENCE POINTS

A. CONTRACTOR shall locate and protect survey control and reference points.

B. Control datum for survey is that indicated on the Drawings.

C. Protect survey control points prior to starting site Work; preserve permanent reference points during construction.

D. Promptly report to ENGINEER the loss or destruction of any reference point or relocation required because of changes in grades or other reasons.

E. The Registered Surveyor shall replace the dislocated survey control points based on original survey control. Make no changes without prior written notice to ENGINEER.

1.07 SURVEY REQUIREMENTS

A. Provide field engineering services. Utilize recognized engineering survey practices.

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B. Establish a minimum of two permanent benchmarks onsite, referenced to established control points. Record locations, with horizontal and vertical data, on Project Record Documents.

C. Establish elevations, lines, and levels. Locate and lay out by instrumentation and similar appropriate means:

1. Site improvements including pavements, stakes for grading, fill and topsoil placement, utility locations, slopes, and invert elevations.

2. Grid or axis for structures.

3. Building foundation, column locations, and ground floor elevations.

D. Periodically verify layouts by same means.

1.07 SURVEYS FOR MEASUREMENT AND PAYMENT

A. Perform surveys to determine quantities for lump sum cost, including control surveys to establish measurement reference lines. Notify ENGINEER prior to starting Work.

B. CONTRACTOR�s Surveyor shall sign field notes or keep duplicate field notes.

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

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SECTION 011000

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Description of Work

B. CONTRACTOR's Use of Site

C. Work Sequence

D. COUNTY Occupancy

1.2 DESCRIPTION OF WORK

A. General: The Work to be done under this Contract is shown on the drawings and specified in

Contract Documents.

B. The Work includes:

1. Furnishing of all labor, material, superintendence, power, water, tools, equipment, supplies, services and other means of construction necessary or proper for performing and completing the Work.

2. Sole responsibility for adequacy of material and equipment.

3. Maintaining the Work area and site in a clean and acceptable manner.

4. Maintaining existing facilities in service at all times.

5. Protection of finished and unfinished Work.

6. Repair and restoration of Work or existing facilities damaged during construction.

C. Implied and Normally Required Work: It is the intent of these Specifications to provide the

COUNTY with complete operable systems, subsystems and other items of Work. Any part or item of Work, which is reasonably implied or normally required to make each installation satisfactorily and completely operable, is deemed to be included in the Work and the Contract

Amount. All miscellaneous appurtenances and other items of Work incidental to meeting the intent of these Specifications are included in the Work and the Contract Amount even though these appurtenances may not be specifically called for in these Specifications.

D. Quality of Work: Regard the apparent silence of the Contract Documents as to any detail, or the apparent omission from them of a detailed description concerning any Work to be done and

05/26 011000 -2 Immokalee Sports Complex materials to be furnished as meaning that only the best general practice is to prevail and that only materials and workmanship of the best quality are to be used. Interpretation of these specifications will be made upon this basis.

1.3 CONTRACTOR'S USE OF SITE

A. In addition to the requirements of the Supplemental Terms and Conditions, limit use of site and premises for work and storage to allow for the following:

1. Coordination of the Work under this CONTRACT with the work of the other contractors where Work under this CONTRACT encroaches on the Work of other contractors.

2. COUNTY occupancy and access to operate existing facilities.

3. Coordination of site use with ENGINEER.

4. Responsibility for protection and safekeeping of products under this CONTRACT.

1.4 WORK SEQUENCE

A. Construct Work in stages to accommodate the COUNTY�s use of premises during construction period and in accordance with the limitations on the sequence of construction specified.

Coordinate construction schedules and operations with ENGINEER.

B. Coordinate Work of all subcontractors.

1.5 COUNTY OCCUPANCY

A. The COUNTY will occupy the surrounding premises during the entire period of construction in order to maintain normal operations. Cooperate with the COUNTY's Manager or designee in all construction operations to minimize conflict, and to facilitate COUNTY usage.

B. Conduct operations with the least inconvenience to the general public.

1.6 PROTECTION OF EXISTING UTILITIES

A. In case of damage to existing utilities caused by construction activities, contact the owner of the utility or appropriate COUNTY department (Water or Wastewater) immediately. Repair any damage to existing utilities caused by construction activities in coordination with or as directed by the owner of the utility.

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A. Starting Work: Start Work within 10 days following the date stated in the Notice to Proceed and execute with such progress as may be required to prevent delay to other contractors or to the general completion of the project. Execute Work at such items and in or on such parts of the project, and with such forces, material and equipment, as to complete the Work in the time established by the Contract. At all times, schedule and direct the Work so that it provides an orderly progression to completion within the specified time for completion.

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SECTION 013300

SUBMITTALS AND SUBSTITUTIONS

PART 1 - GENERAL

1.01 DESCRIPTION

A. Make submittals required by the Contract Documents, and revise and resubmit as necessary to establish compliance with the specified requirements.

1.02 RELATED SECTIONS

A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications.

B. Individual requirements for submittals also may be described in pertinent Sections of these Specifications.

C. Work not included:

1. Submittals which are not required will not be reviewed by the Engineer.

2. The Contractor may require his subcontractors to provide drawings, setting diagrams, and similar information to help coordinate the Work, but such data shall remain between the Contractor and his subcontractors and will not be reviewed by the Engineer.

1.03 SUBMITTALS FOR REVIEW

A. Make submittals of Shop Drawings, Samples, substitution requests, and other items in accordance with the provisions of this Section.

1.04 QUALITY ASSURANCE

A. Coordination of submittals:

1. Prior to each submittal, carefully review and coordinate all aspects of each item being submitted.

2. Verify that each item and the submittal for it conform in all respects with the specified requirements.

3. By affixing the Contractor's signature to each submittal, certify that this coordination has been performed.

B. Substitutions:

1. Substitutions: After Bidding period, up to 30 days after date of Notice to Proceed, the Engineer will consider written requests from Contractor for proposed substitutions of products. Subsequent requests will only be considered when proof is given to the Engineer of product unavailability or other condition beyond control of the Contractor. Submit a separate request for each proposed substitution; two (2) copies each on the Substitution

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Request (SR) available from the Engineer.

a. Do not order or install substitute products without written acceptance from the Engineer.

b. Do not imply or indicate substitutions on shop drawings or product data submittals without a separate formal request.

c. Engineer will determine acceptability of substitution.

d. Only one request for substitution for each product will be considered.

If not accepted, Contractor shall provide specified product.

2. The following products do not require further approval except for interface within the Work:

a. Products specified by reference to standard specifications such as

ASTM and similar standards.

b. Products specified by manufacturer's name and catalog model number.

3. Do not substitute materials, equipment, or methods unless such substitution has been specifically approved in writing for this Work by the Owner/Engineer.

C. "Or Equal":

1. Where the phrase "or equal," or "or equal as approved by the Engineer," appears in the Contract Documents, do not assume that the materials, equipment, or methods will be approved as equal unless the item has been specifically so approved for this Work by the Engineer and the Owner.

2. The decision of the Engineer shall be final.

PART 2 - PRODUCTS

2.01 SHOP DRAWINGS

A. Scale and Measurements: Make Shop Drawings accurately to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the Work.

B. Review comments of the Engineer will be shown on the shop drawings when these are returned to the Contractor. The Contractor may make and distribute such copies as are required for his purposes. The Engineer will retain at least one copy of the reviewed shop drawings; therefore, submit the number of copies that are required to be returned, plus one additional copy.

2.02 MANUFACTURER'S LITERATURE

A. Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly show which portions of the contents is being submitted for review.

B. Submit the number of copies which are required to be returned, plus one copy which will be retained by the Engineer.

2.03 SAMPLES

A. Provide Samples identical to the precise materials proposed to be utilized in the

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Work. Identify as described under "Identification of Submittals" below.

B. Number of Samples required:

1. Unless otherwise specified, submit Samples, in the quantity, which is required to be returned, plus one which will be retained by the Engineer.

2. By prearrangement in specific cases, a single Sample may be submitted for review and, when approved, be installed in the Work at a location agreed upon by the Engineer.

PART 3 - EXECUTION

3.01 IDENTIFICATION OF SUBMITTALS

A. Consecutively number all submittals.

1. When material is resubmitted for any reason, transmit under a new letter of transmittal and with a new transmittal number.

2. On resubmittals, cite the original submittal number for reference.

B. Accompany each submittal with a letter of transmittal showing all information required for identification and checking.

C. On at least the first page of each submittal, and elsewhere as required for positive identification, show the appropriate submittal number.

D. Maintain an accurate submittal log for the duration of the Work, showing current status of all submittals at all times. Make the submittal log available to the Owner/Engineer for their review upon request.

3.02 GROUPING OF SUBMITTALS

A. Unless otherwise specified, make submittals in groups containing all items associated with the particular portion of the Work to assure that all necessary information is available for checking each item when it is received.

1. Partial submittals may be rejected as not complying with the provisions of the Contract.

2. The Contractor may be held liable for delays so occasioned.

3.03 TIMING OF SUBMITTALS

A. Make submittals far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and re-submittals, and for placing orders and securing delivery.

B. In scheduling, allow at least ten working days for review by the Engineer following his receipt of the submittal.

3.04 ENGINEER'S REVIEW

A. Review by the Engineer does not relieve the Contractor from responsibility for errors, which may exist in the submitted data.

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B. Revisions:

1. Make revisions required by the Owner/Engineer.

2. If the Contractor considers any required revision to be a change, he shall so notify the Engineer within ten calendar days in writing. IF after the review of the Engineer and the owner it is determined that the required revisions are in fact a legitimate change in work or time the procedures set forth in Articles 10, 11, & 12 of the Special Conditions shall be followed.

3. Make only those revisions directed or approved by the Engineer and Owner.

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SECTION 01 33 19

TESTING SERVICES

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Responsibilities of the CONTRACTOR, OWNER, and Testing Laboratory regarding specified tests.

B. Report Specifications.

1.02 SELECTION AND PAYMENT

A. The CONTRACTOR will select and pay for the services to perform tests required by the Technical Specifications, including testing and laboratory services related potable water and sanitary sewer mains and services, and other testing required by plans and/or specifications, which will be coordinated and provided.

B. Cost of retests due to failures shall be paid for by the CONTRACTOR.

C. Utilization of a testing laboratory shall in no way relieve the CONTRACTOR of any obligation to perform Work in accordance with the requirements of the Contract Documents.

1.03 SCHEDULING TESTS

A. The CONTRACTOR will furnish the name of the testing company and testing laboratory to the OWNER in accordance with the bid document instructions.

B. The CONTRACTOR shall be responsible for scheduling each test by notifying the designated laboratory and parties in accordance with the contract and construction documents prior to the time the test or retest is to be taken.

C. The specific requirements including type and amount of testing shall be in accordance with the Technical Specifications or as otherwise stated in the Contract Documents.

D. Ample time shall be allowed for the testing process by the CONTRACTOR, since an extension of time will not be allowed for testing delays or retests due to failures.

1.04 QUALITY ASSURANCE

A. All tests shall be performed by qualified personnel under the direction and control of a Professional ENGINEER registered in the State of Florida and specializing in geotechnical or material analysis as applicable.

B. In addition to the tests required by the Contract Documents, the OWNER�S Representative may direct the testing laboratory to take any other tests or material inspections that he feels necessary to achieve the quality of construction that is specified in the Contract Documents.

1.05 LABORATORY RESPONSIBILITIES

A. Perform inspection, sampling, and testing in accordance with the Contract Documents.

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B. Provide qualified personnel to perform all phases of required services and cooperate with the OWNER�S Representative and CONTRACTOR in the performance of those services.

C. Ascertain compliance of materials and related procedures with requirements of the Contract Documents.

D. Promptly notify the CONTRACTOR and the OWNER�S Representative of any irregularities or nonconformance of Work, materials, or product.

E. Perform additional inspections or test requested by the OWNER�S Representative.

F. Attend preconstruction conferences and progress meetings.

1.06 LABORATORY REPORTS

A. After each inspection or test, promptly submit a laboratory report to the OWNER, the OWNER�S Representative, and the CONTRACTOR.

B. The report shall include the following:

1. Date of Report.

2. Project title and number.

3. Date, time and location of each sample extraction or inspection. Inspection locations shall be provided on a site map using the contract documents as a base map.

4. Identification of material and method of test.

5. Results of test.

6. Evaluation of conformance to Contract Specifications.

7. Notification of retest requirement due to test failure.

1.07 LIMITS ON TESTING LABORATORY AUTHORITY

A. Laboratory may not release, revoke, or alter the requirements of the Contract Documents.

B. Laboratory may not approve or accept any portion of the Work.

C. Laboratory may not assume any duties of the CONTRACTOR.

D. Laboratory has no authority to stop the Work.

1.08 CONTRACTOR RESPONSIBILITIES

A. Submit proposed mix designs and samples of proposed materials to the designated laboratory as required by the Contract Documents or as requested by the OWNER�S Representative.

B. Provide access to the site for any tests or inspections.

C. Provide labor and facilities to obtain, handle, store, and cure test samples and to facilitate material inspection.

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D. Cooperate with laboratory personnel to maximize the efficiency of the testing procedure by periodically updating the construction schedule and adhering to the 24-hour advance notice requirement for tests.

PART 2 PRODUCTS

Not Applicable

PART 3 EXECUTION

3.01 BASIS OF PAYMENT

A. If a pay item is not included in the bid tab, the CONTRACTOR shall include testing costs with the lump sum of the major work effort.

END OF SECTION 01 33 19

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SECTION 015000

TEMPORARY UTILITIES

PART 1 - GENERAL

1.01 REQUIREMENTS

A. Furnish, install, maintain, and remove temporary utilities required for construction. See other Sections for additional utilities coordination.

1.02 REQUIREMENTS OF REGULATORY AGENCIES

A. Comply with National Electric Code.

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

C. Comply with county health department regulations.

PART 2 PRODUCTS

2.01 MATERIALS, GENERAL

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

2.02 TEMPORARY ELECTRICITY AND LIGHTING

A. Arrange with utility company and OWNER to provide service required for power and lighting, and pay all costs for service and for power used in the construction, testing, and trial operation prior to final acceptance of the Work by the OWNER as stipulated by the ENGINEER.

B. Install circuit branching wiring with area distribution boxes located so that power and lighting are available throughout the construction by the use of construction type power cords.

C. Provide adequate artificial lighting for all areas of Work when natural light is not adequate for Work, and for areas accessible to the public.

2.03 TEMPORARY HEAT AND VENTILLATION

A. Provide temporary heat and ventilation as required to maintain adequate environmental conditions to facilitate progress of the Work, to meet specified minimum conditions for the installation of materials, and to protect materials and finishes from damage due to temperature or humidity.

B. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to disperse humidity, and to prevent hazardous accumulations of dust, fumes, vapors, or gases.

C. Pay all costs of installation, maintenance, operation and removal, and for fuel consumed.

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D. Provide connections to existing facilities extend and supplement with temporary units as required to comply with requirements. Pay all costs of installation, maintenance, operation, and removal.

2.04 TEMPORARY COMMUNICATION SERVICE

A. Arrange with local communication service company to support project as required.

B. Pay all costs for installation, maintenance and removal and service charges.

2.05 TEMPORARY WATER

A. Provide and pay for all required water for construction and consumptive purposes.

B. CONTRACTOR may utilize existing onsite water supply system for water needed for construction purposes. However, all water use shall be coordinated with the utility company.

2.06 TEMPORARY SANITARY FACILITIES

A. Provide sanitary facilities in compliance with laws and regulations.

B. Service, clean, and maintain facilities and enclosures.

2.07 EROSION AND PROPERTY CONTROL

A. Flow of drains and sewers maintained: Adequate provisions shall be made for the flow of sewers, drains, and water courses encountered during construction, and the lines and structures which may have been disturbed shall be immediately restored to their original condition at the expense of the CONTRACTOR.

B. Property Protection: Trees, grass, fences, signboards, poles, and all other property shall be protected unless their removal is authorized; and any property damage shall be satisfactorily restored by the CONTRACTOR and at the expense of the CONTRACTOR.

C. Provide all means necessary for prevention, control, and abatement of erosion, siltation, and water pollution resulting from construction until final acceptance by OWNER. Provide for mulching, sodding, sandbagging, berms, slope drains, sedimentation structures, or other devices necessary to meet County, State, and Federal regulation.

2.08 CLEANING DURING CONSTRUCTION

A. Control accumulation of waste materials and rubbish; periodically dispose of offsite.

B. Clean interior areas prior to start of finish of Work; maintain areas free of dust and other contaminants during finishing operations.

2.09 CHEMICALS, HAZARDOUS WASTES, AND PETROLEUM PRODUCTS

A. All chemicals used during project construction or furnished for project operation, whether herbicide, pesticide, disinfectant, polymer, reactant, or of other classification, mush show approval of either EPA or USDA. Use of all such chemicals and disposal of residues shall be in strict conformance with manufacturer�s instructions or government regulations as applicable.

The CONTRACTOR shall legally dispose of and clean the project site of all chemicals, hazardous wastes, and petroleum products placed or used on the site by the CONTRACTOR.

PART 3 EXECUTION

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3.01 REMOVAL

A. Completely remove temporary materials and equipment when their use is no longer required as determined by the ENGINEER.

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

C. Restore permanent facilities used for temporary services to specified condition.

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SECTION 015700

TEMPORARY CONTROLS

PART 1 - GENERAL

1.01 WORK INCLUDED

A. Temporary Controls to protect the Work during construction and until final acceptance of the Work.

1.02 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas to allow for City's use of site, and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide protection for plant life designated to remain. Replace damaged plant life.

C. Protect vehicular traffic, stored materials, site, and structures from damage.

1.03 FENCING

A. Provide commercial grade chain link fence or other similar type fencing as needed to protect work.

B. Provide 6-foot-high fence around construction site; equip with vehicular gates with locks.

1.04 DRAINAGE CONTROL

A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment.

B. Protect site from puddling or running water.

1.05 PROTECTION OF INSTALLED WORK

A. Protect installed Work and provide special protection where specified in individual Sections of these Specifications.

B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to prevent damage.

C. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials.

D. Prohibit traffic from landscaped areas.

1.06 SECURITY

A. Provide security and facilities to protect Work, and existing facilities, and City's operations

05/26 015700-2 Immokalee Sports Complex from unauthorized entry, vandalism, or theft.

B. Coordinate with City's security program.

1.07 DUST CONTROL

A. Execute Work by methods to minimize dust generation from construction operations.

B. Provide positive means to prevent air-borne dust from dispersing into atmosphere.

1.08 EROSION AND SEDIMENT CONTROL

A. Plan and execute construction by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation.

B. Minimize amount of bare soil exposed at one time.

C. Provide temporary measures as needed to prevent water flow into the Work.

D. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays.

E. Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptly apply corrective measures.

1.09 NOISE CONTROL

A. Provide methods, means, and facilities to minimize noise from noise produced by construction operations.

1.10 POLLUTION CONTROL

A. Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations.

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

05/26 016000-1 Immokalee Sports Complex

SECTION 016000

MATERIAL AND EQUIPMENT

PART 1 - GENERAL

1.01 REQUIREMENTS INCLUDED

A. Products.

B. Transportation and Handling.

C. Storage and Protection.

D. Product Options.

E. Substitutions.

F. Systems Demonstration.

1.02 PRODUCTS

A. Only new materials and equipment shall be incorporated in the Work. All material and equipment furnished by CONTRACTOR shall be subject to inspection and approved by

ENGINEER.

B. Comply with Specifications and referenced standards as minimum requirements.

C. Components required to be supplied in quantity within a Specification Section shall be the same and shall be interchangeable.

1.03 TRANSPORTATION AND HANDLING

A. Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer�s unopened containers or packaging, dry.

B. Provide equipment and personnel to handle products by methods to prevent soiling or damage.

C. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged.

1.04 STORAGE AND PROTECTION

A. Store products in accordance with manufacturer�s instructions, with seals and labels intact and legible. Store sensitive products in weather-tight enclosures; maintain within temperature and humidity ranges required by manufacturer�s instructions.

B. For exterior storage of fabricated products, place on sloped supports above ground. Cover products subject to deterioration with weather-tight enclosure as recommended by manufacturer. Provide ventilation to avoid condensation.

C. Store loose granular materials on solid surfaces in a well-drained area. Prevent mixing with foreign matter.

05/26 016000-2 Immokalee Sports Complex

D. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged and are maintained under required conditions.

E. Materials which, in the opinion of the ENGINEER, have become so damaged as to be unfit for the use intended or specified, shall be removed from the site of the Work. CONTRACTOR shall receive no compensation for the damaged material or its removal.

1.05 PRODUCT OPTIONS

A. Products specified by reference standards or by description only: Any product meeting those standards.

B. Products specified by naming one or more manufacturers with a provision for substitutions:

Submit a request for substitution for any manufacturer not specifically named.

1.06 SUBSTITUTIONS

A. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

B. Request constitutes a representation that CONTRACTOR:

1. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product.

2. Will provide the same warranty for substitution as for specified product.

3. Will coordinate installation and make other changes which may be required for Work to be complete in all respects.

4. Waives claims for additional costs which may subsequently become apparent.

C. Substitutions will not be considered when they are indicated or implied on shop drawing product data submittals without separate written request, or when acceptance will require substantial revision of Contract Documents.

D. ENGINEER will determine acceptability of proposed substitution and will notify CONTRACTOR of acceptance or rejection in writing within a reasonable time.

1.07 SYSTEMS DEMONSTRATION

A. Prior to final inspection, demonstrate operation of each system to ENGINEER and OWNER.

B. Instruct OWNER�S personnel in operation, adjustment, and maintenance of equipment and systems, using the operation and maintenance data as the basis of instruction.

PART 2 PRODUCTS

Not Applicable

PART 3 EXECUTION

Not Applicable

05/26 017123-1 Immokalee Sports Complex

SECTION 017123

FIELD ENGINEERING

PART 1 - GENERAL

1.01 WORK INCLUDED

A. Provide and pay for field engineering services required for Project as follows:

1. Land Surveying work required to lay out the work and for execution of the structures.

2. Civil, structural or other professional engineering services specified, or required to execute the Contractor�s construction methods.

B. The Contractor shall retain the services of a registered land surveyor licensed in the State of Florida to identify existing control points and property line corner stakes indicated on the Drawings, as required. Verify all existing structure locations, equipment locations. Set field control points, benchmarks and prepare final As-builts in accordance with city requirements and contract documents.

1.02 RELATED WORK

A. Section 011000: Summary of Work.

B. Section 017839: Project Record Documents.

1.03 QUALIFICATIONS OF PROFESSIONAL

A. Qualified Engineer or Registered Land Surveyor, acceptable to the Owner and the Engineer.

B. Registered Professional Engineer of the specialty required for the specific service on the Project, currently licensed in the State of Florida.

1.04 SURVEY REFERENCE POINTS

A. Horizontal and vertical control points for the Project are to be established by the Contractor.

B. Locate and protect control points prior to starting work and preserve all permanent reference points during construction.

1. Make no changes or relocations without prior written notice to the Engineer.

2. Report to the Engineer when any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations.

3. Require surveyor to replace project control points which may be lost or destroyed.

a. Establish replacements based on original survey control.

1.05 PROJECT SURVEY REQUIREMENTS

05/26 017123-2 Immokalee Sports Complex

A. Establish a minimum of five temporary bench marks on site, referenced to data by survey control points.

1. Record locations, with horizontal and vertical data, on Project Record Documents.

2. Two bench marks shall be near Athletic Field.

B. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means:

1. Site Improvements

a. Stakes for grading, fill and topsoil placement.

b. Utility slopes and invert elevations.

2. Controlling lines and levels required for all other trades.

C. From time to time, verify layouts by same methods.

1.06 RECORDS

A. Maintain a complete, accurate log for all control and survey work as it progresses.

B. After the installation of the rock base layers, provide a certified topo survey of the base surface to ensure that it is at the appropriate elevation, grade and consistency to allow for field installation.

C. At the end of the project, submit certified as-built information at the same scale as the Engineer�s line drawings indicating elevations and stations of the project at 100-foot increments and at rapid changes in grade. Provide as-built drawings for all portions of the project that have been completed and for which payment is requested.

D. At the end of the project, submit a certified site survey at 1� = 50� scale on a reproducible tracing sheet 24� x 36�, indicating the field corners and location of all structures and site amenities.

E. Contractor prior to commencement of work shall obtain cross sections at maximum 100-foot intervals for length of proposed improvements.

1.07 SUBMITTALS

A. Submit name and address of registered land surveyor to the Engineer.

B. On request of the Engineer, submit documentation to verify accuracy of field engineering work.

C. Submit certificate signed by registered engineer or surveyor certifying that elevations and locations of improvements are in conformance or non-conformance, with Contract Documents.

PART 2 � PRODUCTS

Not used

PART 3 � EXECUTION

05/26 017123-3 Immokalee Sports Complex

05/26 017719-1 Immokalee Sports Complex

SECTION 017719

CONTRACT CLOSE-OUT

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Requirements and procedures for Contract close-out.

1.02 CLOSE-OUT PROCEDURES

A. Comply with procedures stated in general conditions of the Contract for issuance of Certificate of Substantial Completion.

B. When CONTRACTOR considers Work has reached final completion, submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for ENGINEER�s inspection.

C. In addition to submittals required by the conditions of the Contract, provide submittals required by governing authorities and submit a final statement of accounting giving total adjusted Contract sum, previous payments, and sum remaining due.

D. When ENGINEER finds the Works is acceptable for final acceptance, close-out documents shall be submitted.

1.03 FINAL CLEANING

A. Execute prior to final inspections.

B. Clean interior and exterior surfaces exposed to view; remove temporary labels, stains, and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. Clean equipment and fixtures to a sanitary condition. Clean or replace filters of mechanical equipment. Clean roofs, gutters, downspouts, and drainage systems.

C. Clean site, sweep paved areas, rake clean other surfaces.

D. Remove waste and surplus materials, rubbish, and construction facilities from the Project and from the site.

1.04 PROJECT RECORD DOCUMENTS

A. CONTRACTOR shall provide a final set of as-built drawings to the ENGINEER of record. Retrieval of record information shall be conducted, verified and certified by a professional land surveyor, licensed and registered in the state of Florida, and accurately show all above-ground and below-ground horizontal and vertical locations. Below-ground infrastructure shall be exposed or marked by the utility CONTRACTOR prior to the final record survey being performed by the project surveyor. The CONTRACTOR's land surveyor shall provide a final as-built survey in AutoCAD format and signed and sealed digital copy with PDF to the ENGINEER of record. As-built survey

05/26 017719-2 Immokalee Sports Complex provided to the ENGINEER of record by the CONTRACTOR and land surveyor shall include, and not be limited to, the following (as required):

1. Potable water, fire and wastewater:

I. Locations and top-of-pipe elevations of all pressure pipe lines at every 100 LF along pipe line and at each pipe elbow and fitting location.

II. Locations and elevations of all meter and valve boxes, valves, air release valves, blow-offs, fire hydrants and bacterial sample points, etc.

III. Inverts, rim elevations and locations for all lift stations, including all elevations and dimensions shown on the pump station wetwell data table.

IV. Locations for all lift station electrical control panels and transformers.

V. Inverts, pipe slopes, rim elevations, run lengths and locations for all manholes (storm and sanitary).

VI. Inverts (at both ends), pipe slopes, run lengths and locations for all sewer main stub-outs.

VII. Locations of sewer laterals and associated clean outs.

VIII. Locations, elevations and inverts for all cleanouts.

2. Paving, drainage and water management:

I. Building dimensions, and vertical elevations at all building corners including finish floor elevation(s).

II. Roadway (including access roads and driveways) vertical elevations along centerline and edge-of-pavement, including at all intersections, points of vertical intersection (PVI's) and roadway highs and lows.

III. Parking area (including parking access aisles and parking stalls) vertical elevations along centerline and edge-of-pavement, including at all intersections and parking area highs and lows.

IV. Dimensions, horizontal and vertical elevations for all A.D.A. Accessible crosswalks, pathways, curb ramps, ramps and parking stalls (including adjoining 5-foot-wide access aisle).

V. Invert, grate and inlet vertical elevations of all water management structures (control structures, catch basins, junction boxes, headwalls, mitered/flared ends, etc.). Note:

grate/top, side-inlet, weir and bleed-down dimensions and vertical elevations shall be provided for all structures.

VI. Horizontal locations and vertical elevations of top-of-bank and lake bottom, based on lake cross sections at 100' intervals for lakes under 5 acres and 300' intervals for lakes 5 acres or more. Additional sections of 25' to 50' intervals shall be provided when lakes are designed with curvatures/undulations lake edges.

VII. Horizontal locations and vertical elevations of top-of-bank and toe-of-slope for all dry detention areas. Number of horizontal locations and vertical elevations will vary depending on size and configuration of each area, but must adequately depict configuration to calculate and confirm provided treatment volumes, as required by the permit conditions.

05/26 017719-3 Immokalee Sports Complex

VIII. Horizontal locations and vertical elevations of top-of-bank and centerline at 50' intervals for all open swales and drainage ditches.

3. Paid receipt from CONTRACTOR including materials and installation of all littoral plantings

4. Other items as specified within these construction documents.

B. Store documents separate from those used for construction.

C. Keep documents current and available for review by ENGINEER/OWNER; do not permanently conceal any Work until required information has been recorded.

D. At Contract close-out, submit documents with transmittal letter containing date, Project title, CONTRACTOR�S name and address, list of documents, and signature of

CONTRACTOR.

1.05 APPROVALS, SIGN OFFS AND CERTIFICATIONS

A. GEOTECHINCAL ENGINEER

1. Signed and sealed certification (including all test results) provided by the CONTRACTOR's professional GEOTECHNICAL ENGINEER, licensed and registered in the state of Florida, certifying that the testing program has been completed in accordance with the project specifications and that the project complies with the testing criteria contained in the construction documents (project plans and specifications).

B. BUILDING DEPARTMENT

1. Final building survey and flood certificates, etc. provided by CONTRACTOR's professional land surveyor, licensed and registered in the state of…