25-8421_Exhibit_J.pdf

CONSTRUCTION SPECIFICATIONS

FOR

BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES AND

COUNTRY CLUB OF NAPLES

SECONDARY DRAINAGE SYSTEM IMPROVEMENTS

AND

WATER MAIN REPLACEMENT

April 2025

(Updated August 2025)

Prepared By

6200 Whiskey Creek Drive

Fort Myers FL 33919

Prepared For:

Collier County City of Naples

Transportation Management Services Utilities Department

Transportation Engineering, Stormwater Management 380 Riverside Circle

2885 South Horseshoe Drive Naples FL 34102

Naples FL 34104

Digitally signed by Richard Edmund Brylanski DN: E=rbrylanski@bowman.com, CN=Richard Edmund Brylanski, O="Hole Montes, Inc.", L=Naples, S=FLORIDA, SERIALNUMBER=MAS20240912723969, C=US

Date: 2025.08.05 14:17:41-04'00'

SECONDARY DRAINAGE SYSTEM IMPROVEMENTS

WATER MAIN REPLACEMNT

CONSTRUCTION SPECIFICATIONS

The following Construction Specifications have been provided for the above referenced project. These project specifications are intended to supplement the Collier County

Construction Standards Handbook for Work Within the Public Right of Way and FDOT Road

Design and Construction Standards (2025-2026). These documents can be obtained from the

Collier County and FDOT websites. In addition, the City of Naples Utility Specifications &

Standards Manual shall apply for the water main replacement and any other work on their facilities.

June 2025 INDEX-1 Big Cypress Golf and Country Club Estates

SECONDARY DRAINAGE SYSTEM IMPROVEMENTS

WATER MAIN REPLACEMENT

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

Section 01110 – Summary of Work

Section 01130 – Measurement and Payment

Section 01135 – Allowance Fund

Section 01150 – Protection of Existing Facilities

Section 01200 – Project Meetings

Section 01330 – Submittals

Section 01410 – Regulatory Requirements

Section 014127 - NPDES Requirements for Construction Activities Impacting More Than One Acre

Section 01420 – Reference Standards

Section 01430 – Materials Testing

Section 01470 – Color Audio-Video Construction Record

Section 01510 – Temporary Utilities

Section 01540 – Security

Section 01541 – Field Engineering

Section 01781 – Project Record Documents

ADDITIONAL ITEMS

Appendix A – Collier County Supplementary Conditions

Appendix B – Collier County Preconstruction Assessment Form (Sample)

Appendix C – South Florida Water Management District Permits

Appendix D – City of Naples Utilities, Demolition, Pipe Removal, and Abandonment

June 2025 BIG CYPRESS GOLF AND COUNTRY CLUB EASTATES

01110-1 SUMMARY OF WORK

SECTION 01110

SUMMARY OF WORK

PART 1 - GENERAL

1.01 SECTION INCLUDES

General description of the Work required under this Contract. All work shall be completed in accordance with the construction plans, Collier County Construction Standards Handbook for Work Within the Public Right of Way and FDOT Road Design and Construction (latest revision) and City of Naples Utility Specifications and Standards Manual and the

Construction Specifications.

1.02 WORK COVERED BY CONTRACT DOCUMENTS

A. Work for this Contract shall include, but not be limited to, the following items.

1. Secondary Drainage System Improvements

• Removal and replacement of existing driveways, driveway culverts, and end treatments.

• Construction of new roadside swales and ditches with restoration.

• Construction of new cross drains at existing roadways.

• Construction of new outfall piping.

• Construction of new roadway asphalt overlay.

2. Water Main Replacement

• Construction of a new replacement water main including new valves, fire hydrants, new water services, new meter boxes, and reinstallation of existing meters.

• Upon water main conversion, the existing system shall be abandoned. Water main shall be grouted in place and, where necessary due to new construction, shall be removed and properly disposed of. Existing valves shall be disabled.

Existing above or at grade facilities shall be removed.

• Relocation of existing sewer lateral with connection to existing system.

B. The Contract Amount shall be determined utilizing the Bid Form as provided. All materials, labor and equipment shall be provided by the Contractor. The County will not provide any materials.

C. All excavation shall be unclassified with no additional payment for excavation of rock, muck or other unsuitable materials. No additional payment shall be made for dewatering.

Contractor shall be responsible for the determination of all field conditions.

01110-2 SUMMARY OF WORK

D. The Contractor shall organize, coordinate schedule and execute the Contract Work so as to be in strict compliance with the Special Project Requirements as noted on Contract

Drawings.

E. The work also includes Maintenance of Traffic throughout the project. The Contractor shall develop a phased plan of construction to maintain access for residents. This plan shall be submitted for review and approval by the County prior to construction.

F. The Contractor shall be responsible for the implementation, maintenance and inspection of stormwater pollution prevention control measures in accordance with FAC Chapter 62-621.

The Contractor shall prepare and review implementation of the Stormwater Pollution

Prevention Plan (SWPPP) with the County prior to the start of construction.

G. The Contractor shall prepare and provide a Storm/Inclement Weather Contingency Plan for the project. This plan shall be submitted for review prior to the commencement of any construction activities.

H. The Contractor shall prepare and provide a site-specific Safety Plan for the project. This plan shall be submitted for review prior to the commencement of any construction activities.

I. The Contractor shall consider location and surrounding area when locating equipment to minimize noise and visual impacts to residents. All site work shall be approved by the

County Project Manager as necessary. Contractor shall be responsible for complying with the County Noise Ordinance and installation of noise abatement measures as needed on all equipment.

1.03 SITE ACCESS AND STORAGE

A. Site access shall be from Goodlette Road and Solana and other local roadways. Site access shall be maintained throughout construction for residents, deliveries, and emergency vehicles. Access for outfall pipes shall be through existing side yard easements at identified locations on the plans. This access shall be marked and fenced off by the Contractor. Care shall be taken by the Contractor to minimize disturbance to the adjacent property owners and residents.

B. Site material and equipment storage shall be limited to the existing right of way. The

Contractor shall coordinate delivery of materials to the site to minimize onsite storage.

Onsite storage shall be limited to one week. Materials and equipment storage shall not obstruct roadway and driveway access or visibility. Contractor shall be responsible for restoring the right of way to its previous condition or better upon completion of work.

C. The Contractor may utilize additional material and equipment storage areas onsite or offsite. Those storage areas on properties not owned or controlled by the Contractor shall be through a legal agreement with a copy of the agreement provided to the

County. All offsite storage shall be in conformance with local zoning and development

01110-3 SUMMARY OF WORK

requirements. The Contractor shall be responsible for all conditions and restoration that may be required as part of the agreement.

D. The Contractor shall be responsible for securing all materials and be responsible for any damage or theft of any materials until final project acceptance.

1.04 WORK BY OTHERS

During the construction period for this project, the Owner (either with his own forces or under a separate contract) will be performing other work that will require the cooperation of the Contractor in scheduling and his coordination to avoid conflicts. This coordination shall include submitting weekly schedules and cooperating with other contractors.

1.05 PROJECT PHASING

A. Water Main shall be constructed in phases as identified on the plans. The contractor, at their option, may submit an alternate phasing plan for consideration by the City and

County.

B. There is no identified phasing plan established for the secondary stormwater improvements. The contractor shall develop a phasing plan for review by the County and City to minimize disruption to residents and maintain traffic during construction.

1.06 PROJECT SCHEDULE

Time is of the essence for this project and disruption to homeowners must be kept minimal.

The County and City have a right to request a detailed plan from the contractor if the contractor is not anticipated to finish the project within the contract time. The project will commence upon notice to proceed (NTP) from the Owner and be in effect until completion of the project as follows. Substantial Completion shall be made within 270 calendar days of the Notice to Proceed and Final Completion within 300 calendar days.

1.07 PROJECT INQUIRIES

A. All inquiries from property owners and residents related to the project including scope of work, site access, equipment, etc. shall be directed to the County Project Manager.

B. All Requests for Additional Information (RFIs) shall be submitted in a timely manner to the County Project Manager and Engineer. RFIs shall be submitted on a standard form with sketches and photographs of the item requiring additional information.

END OF SECTION

June 2025 BIG CYPRESS GOLF AND COUNTRY CLUB ESTATES

01130-1 MEASUREMENT AND PAYMENT

SECTION 01130

MEASUREMENT AND PAYMENT

1.01 THE REQUIREMENT

A. Payment for the various items in the Schedule of Payment as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, taxes, materials, commissions, transportation and handling, bonds, permit fees, insurance, overhead and profit, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of the Work all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health

Administration of the U.S. Department of Labor (OSHA). Such compensation shall also include payment for any loss or damages arising directly or indirectly from the Work.

B. The Contractor's attention is called to the fact that the quotations for the various items of

Work are intended to establish a total price for completing the Work in its entirety. Should the Contractor feel that the cost for any item of Work has not been established by the

Schedule of Payment items or this Section, it shall include the cost for that Work in some other applicable bid item, so that its proposal for the project does reflect its total price for completing the Work in its entirety.

1.02 PAYMENT ITEMS

A. The Contractor shall submit a Schedule of Payment Values for review with the return of the executed Agreement to the Owner. The schedule shall reflect the bid proposal form contained in the construction contract.

B. The schedule shall be given in sufficient detail for proper identification of the percentage of

Work accomplished. The Schedule of Payment Values shall coincide with the activities of work detailed in the construction progress schedule and the construction network analysis to accurately relate construction progress to the requested payment. Each item shall include its proportional share of all costs including the Contractor's overhead, contingencies, and profit. The sum of all scheduled items shall equal the total value of the

Contract.

C. The Contractor’s applications for payment shall be submitted in accordance with the contract and all Collier County requirements.

PART 2 - PRODUCTS (Not Used)

01130-2 MEASUREMENT AND PAYMENT

PART 3 - EXECUTION

3.01 MEASUREMENT AND PAYMENT

A. Make payment on the basis of work actually completing each item in the Bid, such work including, but not limited to, the furnishing of all necessary labor, materials, equipment, transportation, cleanup, and all other appurtenances to complete the construction and installation of the work to the configuration and extent as shown on the drawings and described in the specifications. Payment for each item includes compensation for cleanup and restorations. The cost of cleanup and surface restorations (including pavement replacement) will be considered as the percentage retained in accordance with the

Contract Documents, and complete payment will not be made until cleanup, restorations and as-builts are completed.

B. Incidental items to construction shall include, but not be limited to, the following items. No separate payment shall be made for these items and shall be included in the Bid Price of the Payment Item to which it is associated.

1. Trench excavation, sheeting, shoring, and bracing.

2. Dewatering and associated water quality testing as stipulated in permits.

3. Best management practices and controls required to meet dewatering discharge water quality standards.

4. Erosion and sedimentation controls and turbidity screening.

5. Excavation, fill, backfill, pipe bedding (including 57 stone), compaction, and grading including furnishing and installing imported material as required.

6. Excavation of all material encountered including rock, organic, inorganic, and unsuitable material and all material transportation and disposal.

7. Right of way (ROW), site, and all disturbed area restoration including grading, sod, mulch, plantings, trees, landscape, etc. Sod type shall be determined by the type of sod that constitutes 50% or more of the property to be restored.

8. Final and temporary restoration.

9. Removal and temporary replacement of driveways and roadways disturbed during construction to maintain stable condition until permanent restoration is completed.

10. Tree trimming (within the ROW and outside the ROW) and removal (within the ROW).

11. Removal, repair, and replacement of existing irrigation located within the ROW.

12. Maintaining irrigation systems operable during construction.

13. Removal and disposal of existing stormwater pipes, culverts, mitered ends, headwalls, and associated structures.

14. Removal and replacement of existing bollards (wooden, metal, or concrete).

15. Cleanup and site dust control including daily sweeping and watering as needed to maintain a clean work area and daily collecting and disposal of all trash and debris within the project site.

16. Testing includes all materials, fees, certifications, and equipment.

17. Maintenance of utility service.

18. Manhole cover/frame adjustment.

19. Water main box adjustment.

01130-3 MEASUREMENT AND PAYMENT

20. Bump mill of existing pavements.

21. Appurtenant work.

22. Removal of fencing and other structures within the ROW and easements.

23. Saw cutting.

24. Coordination with other contractors for work within the ROW and/or private property.

25. All transportation, storage, and labor.

26. Notifications to property owners of construction schedule and service interruptions.

27. Contractor Project Manager or Supervisor onsite during any construction activity.

C. Description of special non-FDOT items

1. Pre and Post Construction Video: Measurement and Payment shall be by Lump Sum for the project. The Preconstruction Video shall be taken in Phases. Payment will be pro-rated during construction. Video shall be completed in accordance with the

Contract requirements with electronic copies provided. The Preconstruction Videos shall be supplemented with still photographs as needed. The Post Construction Video shall be taken when all work within a project location is completed. In conjunction with the video, the Contractor shall complete the Preconstruction Assessment form for all driveway, side yard, and rear yard easements and for any storage/staging areas in which work is to be performed.

2. Project Sign: Measurement and Payment shall be by each for the project. Work shall include all labor, material, and equipment to provide, install and maintain the Project

Sign(s) at the site. Upon completion of the Work, the sign(s) shall be removed and disposed of properly.

3. Record Survey: Measurement and Payment shall be by Lump Sum for the project. The survey is to be completed in phases. Payment will be pro-rated during construction.

Record Survey shall be completed in accordance with the Contract requirements.

Record Survey shall be submitted within 15 days of completion of work at each location and completion of each phase of the perimeter ditch work.

4. Swale Regrading (Including Cut & Fill): Measurement and Payment shall be per square yard for regrading of the existing swales. This shall include all labor, material, and equipment to regrade the existing swales including excavation, filling, and fine grading for sodding.

5. Golf Course Interconnect, Site Work (Sheet 13): Measurement and Payment shall be by

Lump Sum for the site work for the golf course interconnect piping shown on Sheet 13.

It shall include all labor, material, and equipment necessary to conduct the pre and post pool integrity testing, pre and post topographic survey, remove and turn over all pool equipment to the Owner, cap existing pool piping at the easement, remove vegetation and walkways, remove existing drainage and upon completion re-sod the disturbed area. This work shall be scheduled by the County Project Manager and

Engineer in advance.

01130-4 MEASUREMENT AND PAYMENT

6. Golf Course Interconnect, Site Work (Sheet 13A): Measurement and Payment shall be by Lump Sum for the site work for the golf course interconnect piping shown on Sheet

13A. It shall include all labor, material, and equipment necessary to conduct the pre and post pool integrity testing, pre and post topographic survey, remove and turn over all pool equipment to the Owner, cap existing pool piping at the easement, remove vegetation and walkways, remove existing drainage and upon completion re-sod the disturbed area. This work shall be scheduled by the County Project Manager and

Engineer in advance

7. Paver Driveway Remove/Replace: Measurement and Payment shall be per square yard for the removal and reinstallation of existing paver driveways removed by construction.

It shall include, but not be limited to, removal, staking and protection of existing pavers, all temporary surfacing to maintain access, excavation and grading, installation of paver driveway, and miscellaneous surface restoration.

8. Water Main: Measurement and Payment shall be by horizontal lineal foot for each size and type. Work shall include all labor, material, and equipment as necessary to excavate, provide and install water main and temporary bacteriological sample valves, miscellaneous fittings, markers, backfill, compaction, provide testing, flushing, connections and provide surface restoration for a complete installation.

9. Gate Valves: Measurement and Payment shall be per each per size identified. Work shall include all labor, material, and equipment as necessary to provide and install all valves, valve boxes, pads and markers as identified.

10. Temporary Flushing Port/TBSV/Connection: Measurement and Payment shall be per each size as required. Work shall include all labor, material, and equipment necessary to install a full bore blow off assembly to be utilized during flushing of water mains. It shall include a temporary bacterial sample valve. Upon completion and acceptance, the blow off assembly shall be removed and disposed of and final connection made with all necessary pipe and fittings.

11. Fire Hydrant Assembly: Measurement and Payment shall be per each and type as required. Work shall include all labor, material, and equipment as necessary to install all fittings, tees, miscellaneous piping, isolation valve, fire hydrant assembly, pads, and pavement markers. As specifically identified, pipe bollards may be required.

12. Temporary Water Main Jumper/Final Connection: Measurement and Payment shall be per each as required. Work shall include all labor, material, and equipment as necessary to install a temporary water main connection including fittings, backflow device, TBSV, and miscellaneous testing. Upon final acceptance, the temporary jumper shall be removed and final connection made with all necessary pipe and fittings.

01130-5 MEASUREMENT AND PAYMENT

13. Water Main Connection: Measurement and Payment shall be per each as required.

Work shall include all labor, material, and equipment as necessary to coordinate any required water main shutdown, excavate, complete the final water main connection with all fittings, repair sleeves, reducers, thrust blocks, backfill, compact and final surface restoration.

14. Water Service - Long: Measurement and Payment shall be per each long water service.

Work shall include all labor, material, and equipment necessary for utility coordination, excavation, and installation of new water service under roadways to the right of way line, connection to new water main and coordination for service transfer, backfilling, compacting and surface restoration.

15. Water Service - Short: Measurement and Payment shall be per each short water service. Work shall include all labor, material, and equipment necessary for utility coordination, installation of new water service with conduit to the right of way line, connection to new water main and boxes, coordination for service transfer, backfilling, compacting and surface restoration.

16. Water Meter Boxes: Measurement and Payment shall be per each water meter box.

Existing water main boxes shall be replaced. Work shall include all labor, material, and equipment necessary for installation of the new water meter boxes and ready for utility installation of new or relocated water meters. The Contractor shall coordinate work with the City for meter installation.

17. Air Release Valve (ARV) Assembly: Measurement and Payment shall be per each air release valve assembly. Work shall include all labor, material, and equipment necessary for installation of the ARV on the water main.

18. Additional Water Main Deflection: Measurement and Payment shall be per each additional water main deflection that may be required due to unforeseen conditions. It shall include all labor, material, and equipment necessary for the deflection including excavation, installation of extra fittings, pipe and pipe restraints, backfilling, compacting and surface restoration for those locations where deflection exceeds 6" in height.

19. Water Main Pipe Removal: Measurement and Payment shall be per lineal foot of pipe removal by size. It shall include all labor, material, and equipment necessary to excavate, remove the existing pipe, backfill, compact, and provide surface restoration.

Contractor shall be responsible for all existing utility coordination and proper disposal of all removed materials.

20. Water Main Pipe Grouting: Measurement and Payment shall be per lineal foot of pipe grouting in place. It shall include all labor, material, and equipment necessary to grout the existing pipe in place. It shall include, but not be limited to, establishment of access port for grouting and verification of complete grouting.

01130-6 MEASUREMENT AND PAYMENT

21. Water Main Miscellaneous Abandonment: Measurement and Payment shall be lump sum for the miscellaneous abandonment of the existing water system. This shall include all labor, material, and equipment necessary for removal of valves, valve pads, blow offs, existing meter boxes, fire hydrants and other miscellaneous items.

22. Relocate Existing Sewer Lateral: Measurement and Payment shall be lump sum for the relocation of the existing sewer lateral as required for the storm sewer construction. It shall include all labor, material, and equipment to core the existing manhole for a new lateral to the effected property and connection at the existing service location with cleanouts as shown. It shall include abandonment in place of the existing lateral by grouting or removal as needed.

23. Existing Sewer Service Adjustment: Measurement and Payment shall be per each sewer lateral adjustment due to conflicts with the proposed water main or storm sewer construction. It shall include, but not be limited to, all excavation, backfilling, compaction, temporary surfacing, removal of the existing sewer lateral from the main, and extension of the lateral to the existing service location at the property line, new cleanout assembly, and connection to the existing service from the house. One single cleanout assembly and 35 lineal feet of 6" lateral shall be included. Additional cleanout and lateral will be compensated under their individual unit prices as needed.

24. Additional Sewer Cleanout Assembly: Measurement and Payment shall be per each additional sewer cleanout assembly installed in conjunction with the sewer service adjustment. (This is for double sewer service locations.) It shall include, but not be limited to, removal and replacement of the existing cleanout, excavation, backfilling, compacting, and temporary surface restoration for the complete installation.

25. Additional Sewer Lateral Piping: Measurement and Payment shall be per each additional lineal foot of 6" lateral installed beyond 35 lineal foot included in the Existing

Sanitary Sewer Service Adjustment Unit Price. It shall include, but not be limited to all excavation, piping, backfilling, compaction, and temporary surface restoration as needed.

26. Owner Directed Contingency: Measurement and Payment shall be made at the appropriate contract price based on unit price or on a time and material basis depending upon the nature of the work. The Contractor shall submit pricing including labor, material, and equipment for review prior to work. A Work Directive with a

Change Order with the associated backup material shall be issued by the Collier

County Project Manager prior to the work being completed by the Contractor. This shall be for unanticipated work due to unforeseen conditions and other items.

01135-1 OWNER DIRECTED CONTINGENCY FUND

SECTION 01135

OWNER DIRECTED CONTINGENCY FUND

PART 1 – GENERAL

1.02 CONTRACT CONTINGENCY

A. County Staff has allocated a total of 10% in Owner’s Allowance for Owner’s Use as Directed.

This Allowance will be used only at the Owner’s direction to accomplish work due to unforeseen conditions and/or as directed by the Owner. Inclusion of the Allowance as part of the Contract Price is not a guarantee that the Contractor will be paid any portion or the full amount of the Allowance. Expenditures of Owner’s Allowance will be made through Change

Order with proper documentation of Time and Materials supporting the change.

B. The price negotiated (between Contractor and Owner) for any work falling under this category shall be compensation in full for all labor, materials and equipment necessary.

Compensation for unforeseen conditions will be made at the appropriate contract price based on unit price or time and materials depending upon the nature of the work. Prior to work commencing, the Contractor shall submit their standard labor, material, and equipment rates for County review. Upon review and acceptance, these standard labor, material, and equipment rates shall serve as the basis of compensation for emergency or time and material allowance work.

C. A Contingency for Unforeseen Conditions has been included. This shall be for unanticipated work only due to unforeseen conditions and other items.

D. The provisions for the Contingency Fund are not a guarantee the Contractor will be paid any portion of the full amount of such Contingency Fund.

1.03 CONTINGENCY FUND

A. Refer to the Bid Schedule for the Contingency Fund amounts.

B. A Contingency for Owner’s use as directed for unforeseen work and costs associated with existing underground piping and obstructions and other items.

01150-1 PROTECTION OF EXISTING FACILITIES

SECTION 01150

PROTECTION OF EXISTING FACILITIES

PART 1 – GENERAL

Requirements for protection of existing facilities and completed construction.

1.02 GENERAL

A. The Contractor shall protect all existing structures utilities and improvements not designated for removal and shall restore damaged or temporarily relocated utilities and improvements to a condition equal to or better than they were prior to such damage or temporary relocation, all in accordance with requirements of the Contract Documents.

B. The Contractor shall verify the exact locations and depths of all utilities shown and the

Contractor shall make exploratory hand excavations of all utilities that may interfere with the Work. All such exploratory hand excavations shall be performed as soon as practicable after award of Contract and, in any event, a sufficient time in advance of construction to avoid possible delays to the Contractor's Work. When such exploratory excavations show the utility location as shown to be in error, the Contractor shall notify the County Project Manager and Engineer.

C. The number of exploratory excavations required shall be that number which is sufficient to determine the alignment and grade of the utility.

D. The Contractor shall prepare and submit monthly log of all exploratory work conducted on existing utilities including water, wastewater mains and services, and private utilities.

Failure to submit monthly may result in rejection of application for payment.

E. The Contractor shall have a licensed pool contractor perform one pool leak test at preconstruction and one post-construction, to verify the pool and associated equipment condition, thereby verifying and protecting the interests of all parties. The preconstruction test report shall be submitted to and approved by the Engineer and

County Project Manager prior to commencement of construction activities. The post-construction test report shall be submitted to and approved by the Engineer and County

Project Manager prior to the substantial completion. (See Plan Sheets 13 and 13A)

F. The Contractor shall have a licensed surveyor conduct a preconstruction and post construction topographic survey thereby verifying and protecting the interest of both parties. The preconstruction survey shall be submitted to and approved by the Engineer and County Project Manager prior to commencement of construction activities. The post

June 2025 POINCIANA VILLAGE

01150-2 PROTECTION OF EXISTING FACILITIES

construction survey shall be submitted to and approved by the Engineer and County

Project Manager prior to substantial completion. (See Plan Sheets 13 and 13A)

1.03 RIGHTS-OF-WAY

A. The Contractor shall not do any Work that would affect any oil, gas, sewer or water pipeline, any telephone, telegraph or electric transmission line, any fence or any other structure nor shall the Contractor enter upon the rights-of-way involved until notified by the County Project Manager and Engineer that the Owner has secured authority therefor from the proper party. After authority has been obtained, the Contractor shall give said party due notice of its intention to begin Work.

B. When two or more contracts are being executed at one time on the same or adjacent land in such a manner that Work on one contract may interfere with that of another, the

Owner shall determine the sequence and order of the Work.

C. When the territory of one contract is the necessary or convenient means of access for the execution of another contract, such privilege of access or any other reasonable privilege may be granted by the Owner to the Contractor so desiring, to the extent, amount, in the manner, and at the times permitted.

D. No such decision as to the method or time of conducting the Work or the use of territory shall be made on the basis of any claim for delay or damage.

E. The Owner's Right of Access is reserved to the Owner and to the owners of public utilities and franchises to enter at any time upon any public street, alley, right-of-way, or easement for the purpose of making changes on their property.

1.05 PROTECTION OF SURVEY STREET OR ROADWAY MARKERS

The Contractor shall not destroy, remove, or otherwise disturb any existing survey markers or other existing street or roadway markers without proper authorization. No pavement breaking or excavation shall be started until all survey or other permanent marker points that will be disturbed by the construction operations have been properly referenced for easy and accurate restoration. It shall be the Contractor's responsibility to notify the

Owner of the time and location that Work will be done. Such notification shall be made sufficiently in advance of construction so that there will be no delay due to waiting for survey points to be satisfactorily referenced for restoration.

1.06 EXISTING UTILITIES AND IMPROVEMENTS

A. Maintaining in Service: All oil and gasoline pipelines, power, and telephone or other communication cable ducts, gas and water mains, irrigation lines, sewer lines, storm drain lines, poles, and overhead power and communication wires and cables encountered along the line of the Work shall remain continuously in service during all the operations under the Contract, unless other arrangements satisfactory to the County Project Manager and

01150-3 PROTECTION OF EXISTING FACILITIES

Engineer are made with the owner of said pipelines, duct, main, irrigation line, sewer, storm drain, pole, wire or cable.

B. The Contractor shall protect all underground utilities and other improvements which may be impaired during construction operations. It shall be the Contractor's responsibility to ascertain the actual location of all existing utilities and other improvements that will be encountered in its construction operations, and to see that such utilities or other improvements are adequately protected from damage due to such operations. The

Contractor shall take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be necessary.

C. Where the proper completion of the Work requires the temporary or permanent removal, or relocation of an existing utility or other improvement which is shown, the Contractor shall contact the utility owner and proceed as specified in the Contract Documents.

D. Unrecorded Underground Utilities or Improvements

1. Plans show features of topography and underground utilities, but do not purport to show in complete detail all such lines or obstructions.

2. Existing utilities shown on Drawings are based upon available records. Data regarding existing utilities is presented for Contractor's convenience only and shall not be used as a basis for claims of extra compensation.

3. Examine available records and make exploratory excavations whenever necessary to determine locations of existing pipes, valves, or other underground improvements.

4. Take prudent precautions not to damage unrecorded underground utilities and improvements.

5. If unrecorded underground utilities or other improvements are encountered, immediately notify the Engineer and inform the Engineer of the conditions encountered. Include written report of conditions encountered with Progress Schedule covering period in which unrecorded underground utilities or improvements were encountered. Provide unscheduled impact on CPM schedule for each occurrence. If unrecorded underground utilities or improvements conflict with Work, changes shall be made under the terms of the Agreement. Changes to the Work shall be as approved by the Owner.

6. The Contractor shall contact the affected utility owner and proceed as specified in the

Contract Documents.

1.07 TREES WITHIN STREET RIGHTS-OF-WAY AND PROJECT LIMITS

A. The Contractor shall exercise all necessary precautions so as not to damage or destroy any trees or shrubs and shall not trim or remove any trees unless such trees have been approved for trimming or removal by the County Project Manager and

Engineer.

01150-4 PROTECTION OF EXISTING FACILITIES

B. All existing trees and shrubs which are damaged during construction shall be repaired or replaced by the Contractor as specified in the Contract Documents.

1.08 NOTIFICATION BY THE CONTRACTOR

Prior to any excavation in the vicinity of any existing underground facilities including all water, sewer, storm drain, gas, petroleum products or other pipelines; all buried electric power, communications or television cables; all traffic signal and street lighting facilities;

and all roadway and state highway rights-of-way, the Contractor shall notify the respective authorities representing the owners or agencies responsible for such facilities not less than

3 days nor more than 7 days prior to excavation so that a representative of said owners or agencies can locate their facilities or be present during such work if they so desire.

1.09 VIBRATION MONITORING

A. The Contractor is responsible for providing a third-party independent consultant to perform vibration monitoring adjacent to existing homes and structures during all construction activities. The Contractor shall submit for review and approval the name and qualifications of the consultant. The monitoring equipment shall be located within the equipment manufacturer’s allowable tolerance distance from construction activities at all times. All monitoring shall be done at the limits of the right of way or easement as applicable. Reports shall include location of the equipment, time, and maximum

PPV, either once per day if the vibration monitor is not relocated or upon each relocation of the vibration monitoring device. Upon either detecting vibration levels reaching 0.5 inches per second or damage to the structure, immediately stop the source of vibrations, backfill any open excavations, notify the County Project Manager and Engineer and provide a corrective action plan for acceptance by the County

Project Manager and Engineer. Vibration monitoring and reporting shall follow the US

Bureau of Mines standards and reports shall be signed and sealed by a State of

Florida Professional Engineer and delivered weekly to the County, EOR, and CEI. The

Contractor’s qualified subcontractor shall be the only party allowed to determine the proper location for monitoring and setting up the vibration monitoring equipment.

Vibration monitoring reports, signed and sealed, shall include a statement whether the recorded levels met or did not meet 0.5 inches per second and recommended levels stated in the US Bureau of Mines, R18507 Structural Response and Damage Produced by Ground Vibration from Blasting. If at any time a structural damage complaint is received by the County, the Contractor shall, within two (2) business days, provide a signed and sealed vibration monitoring report for the affected area. On a monthly basis, the Contractor shall submit signed and sealed vibration monitoring reports.

PART 2 – PRODUCTS (not used)

PART 3 – EXECUTION (not used)

PROJECT MEETINGS

01200-1

SECTION 01200

1.01 PRECONSTRUCTION MEETING

A. A preconstruction meeting will be held after Award of Contract, but prior to starting work at the site. The County Representative shall prepare and distribute the meeting agenda and shall preside at the meeting. The County Representative shall record and distribute minutes of the proceedings and decisions.

B. Attendance:

1. County Project Manager

2. Engineer of Record

3. Construction Engineer/Inspector

5. Contractor

6. Major subcontractors

C. Minimum Agenda:

1. Tentative construction and submittal schedules

2. Critical work sequencing or phasing

3. Designation of responsible personnel

4. Processing of Field Decisions and Change Orders

5. Adequacy of distribution of Contract Documents

6. Submittal of Shop Drawings and samples

7. Procedures for maintaining record documents

8. Use of site and Owner's requirements

9. Major equipment deliveries and priorities

01200-2

10. Safety and first aid procedures

11. Security procedures

12. Housekeeping procedures

13. Processing of Partial Payment Requests

14. General regard for community relations

1.02 PROGRESS MEETING

A. Progress meetings will be held biweekly or as needed at a site to be determined during the performance of the field work of this Contract. Additional meetings may be called as progress of work dictates.

B. The County Representative will prepare and distribute agenda, preside at meetings and record minutes of proceedings and decisions. The County Representative will distribute copies of minutes to participants.

C. Attendance:

1. County Project Manager

2. Engineer

3. Construction Engineer/Inspector

4. Contractor

5. Subcontractors, only with Engineer's approval or request, as pertinent to the agenda

D. Minimum Agenda:

1. Review and approve minutes of previous meetings.

2. Review progress of Work since last meeting.

3. Review proposed 2 and 4 week construction schedule.

4. Note and identify problems which impede planned progress.

5. Develop corrective measures and procedures to regain planned schedule.

6. Revise construction schedule as indicated and plan progress during next work period.

01200-3

7. Maintaining of quality and work standards.

8. Complete other current business.

9. Schedule next progress meeting.

PART 2 – PRODUCTS (not used)

PART 3 – EXECUTION (not used)

01330-1 SUBMITTALS

SECTION 01330

SUBMITTALS

Requirements and procedures for submittals.

1.02 SCHEDULE

A. Transmit submittals in accordance with approved Progress Schedule to the County

Project Manager and Engineer, and in such sequence to avoid delay in the Work or work of other contracts.

B. Do not fabricate products or begin work that requires submittals until return of submittal with Engineer acceptance.

C. Identify the appropriate specification sections and parts on each submittal.

1.03 CONTRACTOR REVIEW

A. Review submittals prior to transmittal; determine and verify field measurements, field construction criteria, manufacturer's catalog numbers, and conformance of submittal with requirements of Contract Documents.

B. Contractor’s submittal review shall include coordination of all trades.

C. Sign each sheet of shop drawings and product data, and each sample; label to certify compliance with requirements of Contract Documents. Notify County Project Manager and Engineer of any deviations from requirements of Contract Documents in writing at time of submittal.

D. Identify the relevant specification sections and parts on each submittal.

1.04 SUBMITTAL REQUIREMENTS

A. Apply Contractor's stamp, signed certifying to review and approval, verification of products, field dimensions and field construction criteria, and coordination of information with requirements of Work and Contract Documents.

B. Number each submittal sequentially beginning with 001. Each submittal shall describe only one product or equipment. Re-submittals shall use the same number identifier with a letter suffix; e.g. 001A. Submittals shall identify the relevant Specifications Section(s).

01330-2 SUBMITTALS

C. Coordinate submittals into logical groupings to facilitate interrelation of the several items:

1. Finishes that involve Engineer selection of colors, textures, or patterns.

2. Associated items that require correlation for efficient function or for installation.

D. Submit under transmittal letter. Identify Project by title and number.

E. If any submittal requires more than three reviews (normally an original and two re-submittals), the Engineer may charge the Contractor for additional review time based on his actual incurred time and expenses. These charges shall be summarized for the

Contractor and deducted from the Contractor's next pay request.

F. The Contractor may expect most submittals to be reviewed within 21 calendar days following receipt of the submittal. Certain submittals such as Owner color selection or instrumentation may require a longer review time.

G. The submission of submittals will be by email subject to the requirements noted below.

Before the first electronic submittal, the Contractor must meet with the Engineer to review the format and protocols for such submittals.

Any digital file submittal or re-submittal must be complete in every respect. Any digital file submittal must include one piece of material or equipment. All submittals with color documentation shall be submitted in color.

H. items and as required by the Contract Documents:

1. Pipe

2. Structures

3. Utility Adjustment Materials

4. Soil Stabilization Materials

5. Concrete, Concrete Reinforcing, and Grout

6. Backfill and Flowable Fill Materials

7. Asphalt Mix Design

8. Asphalt Cores

9. Compaction Results (Soil and Base Material)

10. Maintenance of Traffic Plan (Phased)

11. Water Main Replacement Phasing & Plan

12. Water Main Pipe

13. Water Main Fittings, Valves, and Hydrant

14. Water Service Materials

15. Bacteriological & Pressure Test Results - Water

16. Stormwater Pollution Prevention Plan (SWPPP)

17. Storm/Inclement Weather Contingency Plan

18. Site Specific Safety Plan

19. Project Schedule and Monthly Updates

01330-3 SUBMITTALS

20. Two-Week Look Ahead (Submit Bi-Weekly)

21. Weekly Vibration Monitoring Test Reports

22. Preconstruction and Post Construction Videos

23. Preconstruction Assessment Reports

24. Monthly Red Lines of Installed Facilities

25. Record Survey

26. Pool Integrity Tests

1.05 NUMBER OF COPIES

A. In the event of non-digital submittal, hard copy should be submitted. Provide the number of copies listed below.

Number of Copies

Submittal To Engineer Returned to Contractor

Progress Schedules 4 copies 1 copy

Shop Drawings & Product Data 5 copies 1 copy

Samples & Test Reports 3 copies 1 copy

O&M Data 3 copies ---

Certificates of Compliance 3 copies ---

Request for Substitution 2 copies 1 copy

Requests for authorization, requests for information, and other similar requests

2 copies 1 copy

B. Additional Copies: If additional copies of shop drawings, product data, or shop drawings and product data are required by the Contractor, submit up to two additional copies to Engineer.

1.06 SCHEDULE OF SUBMITTALS

A. Submit copies of Preliminary Schedule of Submittals prior to the Preconstruction

Conference.

B. Within 10 days after Preconstruction Conference, submit the revised copies of Schedule of Submittals.

1.07 PROGRESS SCHEDULES

Submit progress schedules in accordance with Contract documents

1.08 SHOP DRAWINGS

A. Present in a clear and thorough manner. Title each drawing with Project name and number. Transmittal letter shall reference item as listed on Submittal Schedule.

01330-4 SUBMITTALS

B. Identify each element of drawings by reference to sheet number and specification section of Contract Documents.

C. Identify field dimensions; show relation to adjacent or critical features or Work or products.

1.09 PRODUCT DATA

A. Submit only pages that are pertinent. Mark or highlight each copy of standard printed data to identify pertinent products. Show reference standards, performance characteristics, and capacities; wiring and piping diagrams and controls; component parts; finishes; dimensions; and required clearances.

B. Modify manufacturer's standard schematic drawings and diagrams to supplement standard information and to provide information specifically applicable to the Work.

Delete information not applicable.

1.10 SAMPLES

A. Submit full range of manufacturer's standard finishes except when more restrictive requirements are specified, indicating colors, textures, and patterns, for Owner selection.

B. Submit samples to illustrate functional characteristics of products, including parts and attachments.

C. Approved samples that may be used in the Work are indicated in the Specification section.

D. Label each sample with identification required for transmittal letter.

E. Provide field samples of finishes at Project, at location acceptable to Engineer, as required by individual Specifications section. Install each sample complete and finished. Acceptable finishes in place may be retained in completed work.

D. Accepted samples shall establish the standards by which the completed Work will be judged.

1.11 TEST REPORTS

Submit test reports as specified in this section and Section 01430 – Materials Testing to the

County Project Manager and Engineer.

01330-5 SUBMITTALS

1.12 REQUESTS

If there are any questions about interpretations of plans, specifications or Contract

Documents, the Contractor may submit a written request for information or a request for clarification to the County Project Manager and Engineer.

1.13 RESUBMITTAL

A. Make resubmittals under procedures specified for initial submittals; identify changes made since previous submittal.

B. Identify resubmittal as a resubmittal and reference previous submittal.

C. Identify changes made since previous submittal.

1.14 DISTRIBUTION

A. Distribute reproductions of shop drawings, copies of product data, samples, substitutions and other submittals which bear Engineer's review stamp, to job site file, Record Documents file, subcontractors, suppliers, and other entities requiring information.

B. Instruct recipients to promptly report any inability to comply with provisions.

PART 2 - PRODUCTS (not used)

PART 3 - EXECUTION (not used)

01410-1 REGULATORY REQUIREMENTS

SECTION 01410

REGULATORY REQUIREMENTS

PART 1 - GENERAL

1.01 SECTION INCLUDES

Requirements and procedures for obtaining permits and complying with permits.

1.02 PERMITS

A. Contractor will obtain County, State and Federal permits not obtained by County, including but not limited to building permits, fence permits, South Florida Water

Management District dewatering permits, burning permits, tree removal permits, excavation permits, demolition permits and Florida Dept. of Environmental Protection

NPDES Stormwater Pollution Prevention Plan permit.

B. The Contractor shall apply for and obtain all necessary lane closure permits from the

Collier County Growth Management Department. Copies shall be provided to the County

Project Manager and Engineer. No lane closures will be permitted between the hours of

7:00 AM through 9:00 AM and 3:30 PM through 6:30 PM on weekdays.

C. The Contractor must file a minimum of 48 hours prior to start of construction a Notice of

Intent with the DEP.

D. Contractor shall schedule and document all inspections and re-inspections (if needed) required by permitting agencies.

E. County will obtain the County utilities and engineering approvals.

F. Documents:

1.