COLLIER COUNTY

TECHNICAL SPECIFICATIONS

FOR

IMMOKALEE SPORTS COMPLEX

BID NO.: 25-TBD

September 2025

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 1A

TECHNICAL SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

010000 General Requirements 010001 Supplementary Technical Specifications (Utilities) 011000 Summary of Work 013300 Submittal Procedures 015700 Temporary Controls 017123 Field Engineering 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 313700 Rip-Rap

DIVISION 32 – EXTERIOR IMPROVEMENTS

321216 Asphaltic Concrete 321300 Sidewalks, Driveways and Curbs 321723 Pavement Marking, Striping and Signs 321813 Infilled Synthetic Turf System 323113 Chain Link Fencing and Gates

DIVISION 33 – UTILITIES

330502 HDPE Pipe and Fittings

DIVISION 34 TO 48 – NOT INCLUDED

09/25 010000-1 Immokalee Sports Complex

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. Construction includes conversion of natural turf to an artificial turf field, irrigation improvements, fencing and drainage improvements.

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

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, 09/25 010000-2 Immokalee Sports Complex 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.

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.

09/25 010000-3 Immokalee Sports Complex

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 Sub-stitution 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

Not Used

END OF SECTION

09/25 010000-4 Immokalee Sports Complex

09/25 010001-1 Immokalee Sports Complex

SECTION 01 00 01 - 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:

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

09/25 010001-2 Immokalee Sports Complex

09/25 011000 -1 Immokalee Sports Complex

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

09/25 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.

PART 2 - PRODUCTS

09/25 011000 -3 Immokalee Sports Complex

PART 3 - EXECUTION

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.

09/25 011000 -4 Immokalee Sports Complex

09/25 013300-1 Immokalee Sports Complex

SECTION 013300

SUBMITTALS AND SUBSTITUTIONS

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 Request (SR) available from the Engineer.

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

Engineer.

09/25 013300-2 Immokalee Sports Complex

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.

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 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

09/25 013300-3 Immokalee Sports Complex

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.

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.

09/25 013300-4 Immokalee Sports Complex

09/25 015700-1 Immokalee Sports Complex

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

09/25 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

09/25 017123-1 Immokalee Sports Complex

SECTION 017123

FIELD ENGINEERING

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

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

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

09/25 017123-2 Immokalee Sports Complex 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

09/25 017839 -1 Immokalee Sports Complex

SECTION 017839

PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 SECTION INCLUDES

Requirements for preparation, maintenance and submittal of project record documents.

The Contractor's attention is specifically directed to Part 3.2.B. of this Section, which requires use of a Florida licensed surveyor to sign and seal all record drawings.

1.2 RELATED SECTIONS

A. Section 014500 � Quality Control

B. Section 022100 � Lines and Grades

1.3 SUBMITTALS

A. General: Provide all submittals as specified.

B. At Contract close out, three (3) sets of signed and sealed Record Drawings for the potable water OR non-potable irrigation water OR wastewater systems to be conveyed shall be submitted to the County or District. If potable water AND wastewater, AND/OR non-potable irrigation water systems or portion(s) thereof are being conveyed, five (5) sets of signed and sealed Record Drawings shall be submitted to the County.

C. Provide electronic submittal as specified in Part 3.02.B of this Section.

1.4 REQUIREMENTS (For County Capital Projects Only)

Contractor shall maintain at the site for the County one record copy of:

A. Drawings

B. Specifications

C. Addenda

D. Change orders and other modifications to the Contract

E. Design Engineer�s field orders or written instructions

F. Approved shop drawings, working drawings and samples

G. Field test records

09/25 017839 -2 Immokalee Sports Complex

3.1 MAINTENANCE OF DOCUMENTS AND SAMPLES

A. Project record documents shall be stored in Contractor�s field office or other location approved by the County apart from documents used for construction

B. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes.

C. Make documents and samples available at all times for inspection by the County.

3.2 RECORDING

A. General

1. Record Drawings shall accurately depict the constructed configuration of all potable water, non-potable irrigation water and/or wastewater systems or portion(s) thereof. All revisions to County staff approved construction drawings shall be precisely identified and illustrated on the Record Drawings.

All Record Drawings of utility systems or portion(s) thereof that are not being conveyed to the Board shall bear, on the cover sheet, a prominently displayed

DISCLAIMER, in bold lettering at least one-quarter (1/4) inch high, stating:

"All on-site potable water, non-potable irrigation and/or wastewater systems shall be owned, operated and maintained by the private owner(s) and/or the master condominium/homeowners� association, successors or assigns" (or other comparable private ownership).

2. Label each document �PROJECT RECORD� or similar text in neat, large printed letters.

3. Survey information can be obtained as needed by the use of 2-inch PVC labeled pipes installed over underground improvements by the contractor during construction. This method is an adequate process for obtaining record information.

4. Record information in red ink.

B. Record Drawings

1. The Record Drawings require signed and sealed as-built information, including above and below ground improvements including underground piping, valves and ductbanks, by a Florida Licensed Land Surveyor.

2. The Record Drawings shall identify the entity that provided the record data.

3. Drawings shall be referenced to and tie-in with the state plane coordinate system, with a Florida East Projection, and a North American Datum 1983/1990

(NAD 83/90 datum), and with United States Survey Feet (USFEET) units, and

North American Vertical Datum 1988 (NAVD 88), as established by a registered

Florida surveyor and mapper.

09/25 017839 -3 Immokalee Sports Complex

4. Files shall be also submitted in two digital file formats, specifically Drawing File

(DWG) format in AutoCAD Release 2004 or later version as well as PDF format

(latest version).

5. Record drawings shall be submitted to the County staff within 60 days of the final construction completion date.

6. The following items shall be accurately depicted in vertical and horizontal directions on the Record Drawings:

a) All associated rights-of-way and utility easements whether shown on the

Contract Drawings, found during construction or added during the Work.

b) Sewer system inverts, pipe slopes, manhole rims and run lengths.

c) Sewer lateral locations stationed from the nearest downstream manhole.

d) Sewer main stub extension inverts at both ends, pipe slope, run length and location.

e) Tie-ins to all valves, air release assemblies, fire hydrants, manholes, blowoffs, etc.

f) Top elevations of treatment plant structures and tanks.

g) Manhole center for sanitary sewers and storm sewers as related to utility improvements.

h) Pipe changes in direction or slope.

i) Buried valves, tees and fittings.

j) Pipe invert, or centerline, elevations at crossing with other pipe.

k) Invert, or centerline, elevations and coordinates of existing exposed pipe at crossing with underground pipe installed under this project.

l) Other horizontal and vertical record data pertinent to completed Work.

7. Each pipe elevation shall be clearly identified as to whether it is top of pipe, centerline of pipe or invert of pipe.

8. For County Capital Projects only, Record Drawings shall indicate all deviations from Contract Drawings including: a) Field changes.

b) Changes made by Change Order.

c) Details, utilities, piping or structures not on original Contract Drawings.

d) Equipment and piping relocations.

C. Specifications and Addenda (For County Capital Projects Only)

Legibly mark each Section to record:

1. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed.

09/25 017839 -4 Immokalee Sports Complex

2. Changes made by Field Order or Change Order.

D. Shop Drawings (For County Capital Projects Only)

1. Keep one copy of the final, approved shop drawing with the Record

Documents.

2. Record documents should include all shop drawing information submitted.

Additional information submitted during the review process should be filed with the appropriate submittal.

09/25 032000-1 Immokalee Sports Complex

SECTION 032000

CONCRETE REINFORCEMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: Requirements for providing concrete reinforcement as shown and specified herein. Reinforcement includes all steel bars, wire and welded wire fabric as shown and specified.

B. Related Work Specified in Other Sections Includes:

1. Section 031100 - Concrete Formwork

2. Section 034100 - Precast Concrete Structures

1.2 REFERENCES

A. Codes and standards referred to in this Section are:

1. ACI SP66 - ACI Detailing Manual

2. ACI 318

- Latest edition "Building Code Requirements for

Reinforced Concrete"

3. ASTM A 185

- Steel Welded Wire Fabric, Plain, for Concrete

Reinforcement

4. ASTM A 615/A615M

- Deformed and Plains Billet-Steel Bars for

Concrete

5. ASTM A 706/A706M

- Low Alloy Steel Deformed Bars for Concrete

Reinforcement

6. ASTM A 775/A775M - Epoxy Coated Reinforcing Steel Bars

7. AWS D1.4 - Structural Welding Code - Reinforcing Steel

1.3 SUBMITTALS

A. Provide all submittals, including the following, as specified in Division 1.

1. Product Data and Information: Submit manufacturers literature with product data, and material description of fusion bonded epoxy coating for reinforcement and reinforcement accessories, including manufacturer's

09/25 032000-2 Immokalee Sports Complex recommendations for field touch-up of mars and cut ends when epoxy coated reinforcement is specified to be used.

2. CONTRACTORS' Shop Drawings: Submit checked Working Drawings, including bar lists, schedules, bending details, placing details and placing plans and elevations for fabrication and placing reinforcing steel conforming to "ACI Detailing Manual SP-66".

a. Do not bill wall and slab reinforcing in sections. Show complete elevations of all walls and complete plans of all slabs, except that, when more than one wall or slab are identical, only one such elevation or plan is required. These plans and elevations need not be true views of the walls or slabs shown. Bill every reinforcing bar in a slab on a plan. Bill every reinforcing bar in a wall on an elevation. Take sections to clarify the arrangement of the steel reinforcement. Identify all bars, but do not bill on such sections.

b. For all reinforcing bars, unless the location of a bar is clear, give the location of such bar or bars by a dimension to some structural feature that will be readily distinguishable at the time bars are placed.

c. Make the reinforcing steel placing drawings complete for placing reinforcement including the location of support bars and chairs, without reference to the design drawings.

d. Submit Detailer certification that every reinforcing steel placing drawing and bar list is completely checked and corrected before submittal for approval.

e. If, after reinforcing steel placing drawings and bar lists have been submitted for approval, a review reveals that the drawings and lists obviously have not been checked and corrected they will be returned for checking and correcting by the Detailer.

3. Samples: Submit the following samples when epoxy coated reinforcement is specified to be used.

a. 12-inch long epoxy-coated steel reinforcing bar, of any size typical to this Project

b. One of each type of epoxy-coated reinforcement accessory used on this Project

c. 12-inch long, nylon coated tie wire

09/25 032000-3 Immokalee Sports Complex

4. Certificates: Test certificates of the chemical and physical properties covering each shipment of reinforcing steel bars. Test for bars 3/4 inches in diameter and larger shall consist of the bar being bent cold to 90 degrees around a pin

3 times the diameter of the test bar without evidence of cracking.

1.4 DELIVERY, STORAGE AND HANDLING

A. Deliver, store and handle all products and materials as specified in Division 1 (and as follows:)

1. Delivery Requirements: Have reinforcing steel delivered to the work in strongly tied bundles. Identify each group of both bent and straight bars with a metal tag giving the identifying number corresponding to the reinforcing steel placing drawings and bar lists.

2. Storage: Properly store all bars in an orderly manner, with all bars completely off the ground. Keep bars clean after delivery to the site of the work.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. The brand of manufacturer shall be legibly rolled on all bars, and when loaded for mill shipment, all bars shall be properly separated and tagged with manufacturer's test identification number.

B. For acceptable manufacturers of mechanical connections see County Approved

Product List, Appendix F.

2.2 MATERIALS

A. Steel Bars: Use new billet steel bars, deformed bars, meeting the requirements of

ASTM A615/A625M Grade 60 for reinforcing steel bars.

1. Roll all reinforcing steel bars with special deformations or identifying marks indicating the ASTM Specification and Grade.

2. Use bars free from defects, kinks and from bends that cannot be readily and fully straightened in the field.

3. Supply reinforcing bars in lengths that will allow convenient placement in the work and provide the required length of at least 40 diameters of lap of joints as shown. Provide dowels of proper length, size and shape for tying walls, beams, floors, and the like together.

09/25 032000-4 Immokalee Sports Complex

B. Epoxy Coating: Conform fusion bonded epoxy coated reinforcing steel bars to

ASTM A775/A775M when used. Leave portions of the reinforcing steel bars uncoated where mechanical connections are shown.

C. Welded Wire Fabric: Use welded wire fabric of the electrically welded type, with wires arranged in rectangular patterns, of the sizes shown or specified and meeting the requirements of ASTM A185.

D. Supports and Accessories: Provide bar supports and other accessories and, if necessary, additional supports to hold bars in proper position while concrete is being placed.

1. Use side form spacers against vertical or sloping forms to maintain prescribed side cover and cross position of bars.

2. Use individual hi-chairs with welded cross ties or circular hoops to support top bars in slabs thicker than 8 inches.

3. Bolsters, chairs and other accessories:

a. Use hot-dipped galvanized or provide plastic coated legs when in contact with forms for surfaces of concrete other than architectural surfaces.

b. Use stainless steel when in contact with forms for architecturally exposed surfaces.

c. Use epoxy coated bolsters, chairs and accessories including wire ties for epoxy coated reinforcing bars.

d. Use chairs of an approved type and space them properly to support and hold reinforcing bars in position in all beams and slabs including slabs placed directly on the subgrade or work mat. Do not use continuous hi-chairs for supporting of top bars in slabs over 8 inches in thickness.

E. Mechanical Connections: Provide mechanical connections that develop at least 125 percent of the specified yield strength of the bar in tension.

F. Stirrups and Ties: Provide stirrups and ties as shown and specified and meeting the requirements of ASTM A185.

2.3 FABRICATION

A. Drawing Review Prior to Fabrication: Do not fabricate any material before final review and approval of shop drawings.

09/25 032000-5 Immokalee Sports Complex

B. Bending and Cutting: Cut bars to required length and bend accurately before placing. Bend bars in the shop unless written approval for field bending is obtained.

If field bending is permitted, do it only when the air temperature, where the bending operation is performed, is above 30 degrees F. Do not field bend bars that have been partially embedded in concrete.

C. Splices: Use lapped splices for tension and compression splices unless otherwise noted.

D. Cleaning: Clean and bend reinforcement in accordance with ACI 315 and ACI 318.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Placement: Place all bars in accordance with CRSI "Recommended Practice for

Placing Reinforcing Bars".

B. Tolerances: Place bars used for top reinforcement in slabs to a vertical tolerance of plus or minus 1/4-inch. Place all other reinforcement to the tolerances given to

ACI 318.

C. Cleaning: Have reinforcing steel delivered without rust other than that accumulated during transportation to the work. At all times, fully protect reinforcing steel from moisture, grease, dirt, mortar and concrete. Before being placed in position, thoroughly clean reinforcing steel of all loose mill scale and rust and of any dirt, oil, grease coatings, or other material that might reduce the bond. If there is a delay in depositing concrete, inspect and satisfactorily clean the steel immediately before the concrete is placed.

D. Bar Positioning: Place bars in the exact positions shown with the required spacing and cross wire bars securely in position at intersections to prevent displacement during the placing of the concrete. Fasten the bars with annealed wire of not less than 17 gauge or other approved devices.

E. Bar Extension Beyond Formwork: On any section of the work where horizontal bars extend beyond the length of the forms, perforate the form or head against which the work ends or at the proper places to allow the bars to project through a distance at least equal to the lap specified.

F. Unacceptable Materials: Do not place reinforcing steel with damaged, unsuitably bonded epoxy coating or rusting. If approved, mars, exposed threads of mechanical connections and cut ends may be field coated with approved epoxy coating material.

09/25 032000-6 Immokalee Sports Complex

G. Review of Placement: Have reinforcing placement reviewed by the ENGINEER before concrete is placed.

H. Welding - Not Approved: Do not use reinforcing bar assemblies made by welding of any kind, or accessories of any kind which require field welding to reinforcing bars.

I. Welding - Approved: Where welding of reinforcing steel is shown, AWS D1.4

"Structural Welding Code - Reinforcing Steel" applies.

J. Tension and Compression Lap Splices: Conform tension and compression lap splices to ACI 318 with all supplements. Avoid splices at points of maximum tensile stress wherever possible. Provide temperature bars with the clear spacing shown.

Stagger all bar splices in hoop tension bars in circular tanks with not more than 50 percent of the bars spliced in any one direction. Have welded splices made by certified welders in accordance with AWS D1.4.

K. Welded Wire Fabric: Place welded wire fabric in the positions shown, specified or required to fit the work. Furnish and place suitable spacing chairs or supports, as specified for bars, to maintain the fabric in the correct location. Where a flat surface of fabric is required, provide flat sheets, when available. Otherwise reverse roll the fabric or straighten to make a perfectly flat surface before placing. Obtain approval for the length of laps not indicated.

L. Concrete Cover: Place reinforcing steel and welded wire fabric and hold in position so that the concrete cover, as measured from the surface of the bar or wire to the surface of the concrete, is as shown or specified.

09/25 034100-1 Immokalee Sports Complex

SECTION 034100

PRECAST CONCRETE STRUCTURES

PART 1 - GENERAL

1.1 SCOPE OF WORK

A. Furnish all materials, labor, and equipment and construct manholes, wet wells, valve pits, meter pits, and accessory items, consisting of precast sections as shown on the Drawings and as specified herein.

B. The forms, dimensions, concrete, and construction methods shall be approved by the

ENGINEER in advance of construction.

C. These specifications are intended to give a general description of what is required, but do not purport to cover all of the structural design details which will vary in accordance with the requirements of the equipment as offered. It is, however, intended to cover the furnishing, shop testing, delivery, and complete installation of all precast structures whether specifically mentioned in these specifications or not.

D. The supplier of the precast manholes, wet wells, valve pits, meter pits, and accessory items shall coordinate his work with that of the CONTRACTOR to the end that the unit will be delivered and installed in the excavation provided by the CONTRACTOR, in accordance with the

CONTRACTOR's construction schedule.

E. Coordinate the precast structures fabrication with the equipment supplied to achieve the proper structural top slab openings, spacings, and related dimensions for the selected equipment frames and covers. The top slabs, frames, covers, and subsurface structures shall be capable of supporting a live load of 150 pounds per square foot.

1.2 SUBMITTALS

A. Submit to the ENGINEER, as provided in the General Conditions, shop drawings showing details of construction, reinforcing and joints.

B. Shop Drawings

1. Content

a. Dimensions and finishes

b. Estimated camber

c. Reinforcing and connection details

d. Anchors

e. Lifting and erection inserts

09/25 034100-2 Immokalee Sports Complex

f. Other items cast into members

2. Show location of unit by same identification mark placed on member.

3. Include design calculations.

C. Manufacturer's Literature: Manufacturer's recommended installation instructions.

D. Manufacturer's certificates of material conformance with specifications.

E. Test Reports: Reports of tests on concrete.

F. Testing

1. Manholes and Valve Vaults: Four (4) concrete test cylinders shall be taken for every 50 cubic yards (cu. yds) for each type of precast structure.

2. Pump Stations: Four (4) concrete test cylinders shall be taken for each pump station wet well. Four (4) concrete test cylinders shall be taken for each pump station's top and bottom slabs.

3. Certification: The supplier shall provide the certified results of testing (7 day, 28 day) for the test cylinders stated herein. Random test cylinders may be taken at any time by the

ENGINEER at the COUNTY's expense.

1.3 INSPECTION

A. The quality of all materials, the process of manufacture, and the finished sections shall be subject to inspection and approval by the ENGINEER, or the County Manager or designee.

Such inspection may be made at the place of manufacture, or at the site after delivery, or at both places, and the sections shall be subject to rejection at any time on account of failure to meet any of the Specification requirements; even though sample sections may have been accepted as satisfactory at the place of manufacture. Sections rejected after delivery to the job shall be marked for identification and shall be removed from the job at once. All sections which have been damaged after delivery will be rejected, and if already installed, shall be repaired, if permitted and accepted by ENGINEER, or removed and replaced, entirely at the

CONTRACTOR's expense.

B. At the time of inspection, the sections will be carefully examined for compliance with ASTM

C478 designation and these Specifications, and with the approved manufacturer's drawings.

All sections shall be inspected for general appearance, dimension, "scratch-strength", blisters, cracks, roughness, soundness, etc. The surface shall be dense and close-textured.

C. Imperfections may be repaired, subject to the approval of the ENGINEER, after demonstration by the manufacturer that strong and permanent repairs result. Repairs shall be carefully inspected before final approval. Cement mortar used for repairs shall have a minimum compressive strength of 4,000 psi at the end of 7 days and 5,000 psi at the end of 28 days, Epoxy mortar may be utilized for repairs subject to the approval of the ENGINEER.

09/25 034100-3 Immokalee Sports Complex

2.1 PRECAST CONCRETE WET WELLS AND VALVE VAULTS

A. Precast submersible pump station wet wells shall consist of precast base, precast wet well sections, and top cover slab. Precast valve vaults shall consist of precast base, sidewalls and top slab. Concrete shall be air entrained at the time of delivery and shall have a minimum compressive strength of 4,000 psi at the end of 28 days.

B. Joints between precast concrete sections shall be set by plastic shims and fitted with non-metallic non-shrink grout as shown on the drawings.

C. The top slab sections shall be fitted with watertight hatches. The frames and covers will be sized for the openings shown on the drawings.

D. The various precast sections should have the inside dimensions and minimum thickness of concrete as indicated on the drawings. All precast and cast-in-place concrete members shall conform to the Building Code Requirements for Reinforced Concrete ACI 318.

E. A vent pipe shall be furnished and installed as shown on the drawings.

F. Fillets shall be provided and installed in the wet wells as shown on the drawings.

G. Precast structures shall be constructed to the dimensions as shown on the drawings and as specified in these Specifications.

H. Type II cement shall be used except as otherwise approved.

I. The date of manufacture and the name or…