CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT Section 00850 S-40 Erosion Repairs List of Drawings and Specifications Contract: C007123 September 1, 2026

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SECTION 00850

LIST OF DRAWINGS AND SPECIFICATIONS

The following list of drawings and specifications, all prepared as noted, shall form a part of the Project Manual:

Project Manual

Entitled: S-40 Erosion Repairs

Dated: September 1, 2026

DRAWINGS:

The following list of drawings/materials is applicable to the foregoing.

LIST OF DRAWINGS / MATERIALS:

DRAWING

NO. DRAWING TITLE ISSUE

DATE EOR

S-40 Erosion Repair 1 Key Sheet 4/30/2026 GAI Consultants, Inc.

2 Signature Sheet 4/30/2026 GAI Consultants, Inc.

3 General Notes 1 of 2 4/30/2026 GAI Consultants, Inc.

4 General Notes 2 of 2 4/30/2026 GAI Consultants, Inc.

5 Plan and Elevation 4/30/2026 GAI Consultants, Inc.

6 Boring Location Plan 4/30/2026 Geotechnical and Environmental Consultants, Inc.

7 Report of Core Borings 4/30/2026 Geotechnical and Environmental Consultants, Inc.

8 Steel Sheet Pile Wall Details 4/30/2026 GAI Consultants, Inc.

9 Wall Data Table 4/30/2026 GAI Consultants, Inc.

10 Erosion Control Details 4/30/2026 GAI Consultants, Inc.

SUPPLEMENTAL ATTACHMENTS:

The following list of supplemental attachments is applicable to the foregoing.

ATTACHMENT

NO. SUPPLEMENTAL ATTACHMENT ISSUE

DATE ISSUER

SA-01 RCES Underground Construction Rules in the Vicinity of CFTOD Electrical Utilities (REV 7) 2/04/2025 RCES

SA-02 2025 CFTOD Insurance Requirements 2/27/2025 CFTOD SA-03 CFTOD Storm Preparation Procedures (Rev 04.26) 4/27/2026 CFTOD SA-04 WDW Control 8/31/2026 WDW SA-05 CFTOD Control 8/31/2026 CFTOD SA-06 Site Map 9/1/2026 CFTOD

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SPECIFICATIONS:

The following list of specifications is applicable to the foregoing.

SECTION NO. SECTION TITLE ISSUE

DATE STATUS

DIVISION 00 – CONTRACT & BIDDING DOCUMENTS

00850 List of Drawings and Specifications 9/1/2026

DIVISION 01 – GENERAL REQUIREMENTS

01009 Project Specific Safety Plan Requirements 9/1/2026 01010 Summary of Work 9/1/2026 01018 Owner Furnished Products 9/1/2026 AS NEEDED 01019 Owner Purchased Products 9/1/2026 AS NEEDED

01019A Owner Direct Purchase Routing Procedures 9/1/2026 AS NEEDED 01019B Contractor’s Vendor Invoice Affirmation Letter 9/1/2026 AS NEEDED 01019C Owner’s Vendor Invoice Affirmation Letter 9/1/2026 AS NEEDED 01020 Electronic Document Processing Service 9/1/2026 01021 Allowances 9/1/2026 01041 Project Coordination 9/1/2026 01045 Cutting and Patching 9/1/2026 01050 Field Engineering 9/1/2026 01100 Alternates 9/1/2026 AS NEEDED 01202 Progress Meetings 9/1/2026 01310 Construction Schedule 9/1/2026 01315 Contract Time, Sequencing and Timing of Work 9/1/2026 01325 Scheduling of Work 9/1/2026 01330 Submittal Procedures 9/1/2026 01340 Shop Drawings, Product Data and Samples 9/1/2026 01370 Schedule of Values 9/1/2026 01410 Regulatory Requirements 9/1/2026 01420 References 9/1/2026 01430 Soils Investigation 9/1/2026 01440 Quality Assurance and Quality Control 9/1/2026 01455 Testing and Inspection Services 9/1/2026 01500 Temporary Construction Facilities 9/1/2026 01560 Erosion Control and Dewatering 9/1/2026

01560A SFWMD Dewatering Permit Notification 9/1/2026 01560B Turbidity Monitoring Plan Requirements 9/1/2026 01630 Substitutions and Product Options 9/1/2026 01640 Product Handling and Protection 9/1/2026 01700 Project Closeout 9/1/2026

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01710 Cleaning 9/1/2026 01720 Project Record Documents 9/1/2026 01730 Execution 9/1/2026 01750 Starting and Adjusting 9/1/2026 AS NEEDED

09870 Protective Coatings for Carbon Steel Light Poles and Mast Arms

9/1/2026 AS NEEDED

END OF SECTION 00850

CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT Section 01009 S-40 Erosion Repairs Project Specific Safety Plan Requirements

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SECTION 01009

PROJECT SPECIFIC SAFETY PLAN REQUIREMENTS

PART 1 – GENERAL

1.01 INTRODUCTION

A Project Specific Safety Plan (PSSP) is a communication tool between contractors and the Owner. Used correctly, the PSSP ensures that relevant project/site-specific safety information is identified, monitored and communicated to all involved with the project.

1.02 PURPOSE

The PSSP will allow all those involved with the project to easily identify the existing and potential hazards associated with the scope of work and what methods the contractor shall utilize to mitigate the hazards to an acceptable level.

This should not be an overly complex document. It should be easily referenced by all those working on the project. The document should be able to be used as part of the daily pre task planning and for onsite safety meetings (toolbox talks).

The PSSP should not be a version of the company safety plan. It is Project / Site / Task specific. The PSSP shall include the applicable information commensurate with the size, complexity and risk level of the project.

The PSSP shall make it clear that everyone on the project has the right to report hazards and unsafe practices without fear of reprisal.

Contractor shall submit a PSSP to the Owner for review prior to project commencement with appropriate time for review. The Owner reserves the right to ask the Contractor to resubmit the PSSP if safety critical items related to the project are missing or incomplete.

The submittal of the PSSP does not relieve the Contractor from any other submittals required by the Contract Documents, including but not limited to:

• Construction & Demolition Safety Plan

• Crane Critical Lift Plan

• Hazardous Materials Disposal Plan

• Maintenance of Traffic (MOT) Plan / Temporary Traffic Control (TTC) Plan

• Hurricane / Weather Contingency Plan

1.03 FORMAT

The Owner will not dictate the exact format of the PSSP. However, there are four critical components of the

PSSP:

• Responsibilities / Contacts

• Scope of work

• Job Safety Analysis (JSA)

• Pre-Task / Daily Safety Planning

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A. RESPONSIBILITIES / CONTACTS

This section shall simply and clearly define the duties and responsibilities of the Contractor’s personnel regarding the work to be completed and safety and health program implementation. It should also include means to contact those listed (i.e. phone, email, etc.)

• Contractor’s President/Owner (of company)

• Contractor’s Project Manager

• Contractor’s Safety Manager (if applicable)

• Contractor’s Field Supervision/ Superintendent

• All of Contractor’s Subcontractors and Sub-Subcontractors (if any)

B. SCOPE OF WORK

The Scope of Work shall include translating the contract scope of work into a specific detailed work plan. It shall identify location(s), means and methods of accomplishing the plan, anticipated sequence of events, equipment to be used, etc. Please note that this includes all work to be performed by the Contractor and Subcontractors of every tier.

The scope shall also identify the following:

• Maximum height and depth of work activities

• Industrial hygiene issues

• Exposure to high hazard areas including but not limited to:

o Water Ways o Diving o Crane Lifts o Energized Electrical Systems o Confined Spaces o Maintenance Of Traffic (“MOT”) / Temporary Traffic Control (“TTC”) o Guest Areas

C. JOB SAFETY ANALYSIS (JSA)

The JSA is a task/operation-driven document to ensure that the job task or operation receives proper safety planning prior to beginning work. In actuality, the JSA is a written work plan that incorporates safety procedures into the work practices The JSA should be prepared far enough in advance of the task or activity to ensure that changes or revisions will not affect the scheduled execution of the task or activity. A JSA is to be developed by the Contractor or Subcontractors for any high-hazard or high-risk activity as identified by the Owner in its sole and absolute discretion, the Contractor or all Subcontractors of every tier.

The specific format of the JSA is to be determined by the Contractor, however, it must include the following information:

• A breakdown of the job into successive steps involved with the work activity.

• Identification of the hazards and the potential incidents associated with each work activity.

• Identification of methods to reduce or eliminate the hazards and potential incidents.

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D. PRE-TASK PLANNING

Pre-task Planning is an activity that occurs at the start of each day, prior to beginning any work shift during which work is to be performed by the Contractor or any Sub-contractor of any tier, as well as any time the daily cope of the work changes. It helps everyone involved in performing, supervising and overseeing the work to align the objectives to be accomplished before the day of work begins. A Pre-task Planning form is required to be completed and a meeting is required to be held with the crew by the supervisor prior to the start of each work shift. At a minimum, the supervisor will include the following in the Pre-task Planning:

• Identify the specific actions and work methods required to perform the work.

• Identify the specific hazards associated with the performance of the work and the measures necessary to eliminate or minimize the workers’ exposure to the hazard.

• Provide the necessary training needed to safely perform the work.

• Identify and provide the necessary tools, equipment, and PPE required to protect the workers from the hazards.

• Review any items that may be applicable to their work activity previously identified on the JSA.

The Pre-Task Plan will be documented and kept in the work location for the duration of the shift or activity. As acknowledgment of its contents, the Pre-Task Plan must be signed by all members of the work crew and its supervisor, and others identified by, and in the sole and absolute discretion of, the Owner.

Pre-Task Planning is not something that is to be submitted with the PSSP however it must be maintained on the jobsite throughout the project duration for review by the Owner and, at the request of the Owner, must be provided to the Owner as part of the Contract Close- out documentation.

END OF SECTION 01009

CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT Section 01010 S-40 Erosion Repairs Summary of Work

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SECTION 01010

SUMMARY OF WORK

PART 1 – WORK COVERED BY CONTRACT DOCUMENTS

1.01 General

A. The Scope of Work for the S-40 Erosion Repairs project is described by the Project Manual entitled S-40 Erosion Repairs. Specific elements of the Scope of Work are generally summarized below but this Summary of the Work is not intended to be complete descriptions of the Work. Any quantities or measurements, if included in the summaries, are approximate and are not to be used in estimating the Work.

B. It is the intent of the Owner that the Contractor will perform all of the Work of any kind and nature shown on the drawings and/or described in the specifications, which is within the Contractor's Scope of Work unless specifically excluded or indicated as Owner-furnished and/or installed. Any Work not specifically indicated on the drawings and/or described in the specifications but required to fulfill the intent of a "complete job" for the Contractor's Scope of Work will be considered to be included in the Contract.

1.02 General Summary

The scope of work for the S-40 Erosion Repairs includes, but is not limited to, Maintenance of Traffic, Erosion and Turbidity Control, Site Access and Staging, Survey Control, Debris Removal, Steel Sheet Pile Installation, Void Filling beneath the Existing Downstream Apron, Riprap Installation, Bank and Canal Slope Stabilization, Site Restoration, and As-Built Documentation.

1.03 Detailed Scope of Work

A. Mobilization and General Conditions:

1. The Contractor shall provide a minimum dedicated full-time staff for the duration of the Contract Time including but not limited to the following staff positions:

a. Part time dedicated project manager.

b. Full time dedicated general superintendent.

c. Full time field project engineer.

d. Foreman and crew dedicated to Maintenance of Traffic (MOT)/Temporary Traffic

Control (TTC) as needed.

e. Full time foreman and crew dedicated to SWPPP.

B. Permitting:

1. The Contractor shall apply for a SWPPP permit during the pre-construction phase. The

Contractor shall prepare and submit the NOI to the Central Florida Tourism Oversight District prior to submitting to the FDEP during the pre-construction phase. In addition, the Contractor shall apply for any and all permits that are required by CFTOD Building and Safety during the pre-construction period.

2. Work must meet all requirements of the 2024 EPCOT Building Code or other most current supplement thereof in effect at the time of the effective Contract date.

3. Work must meet all requirements of the Land Development Regulations in effect at the time of the effective Contract date.

4. The Contractor shall provide all building permits. Because the project is owned by the same entity as that which will issue the building permits, the permitting fees normally

01010-2 applicable are waived. It is necessary, however, for any contractor applying for building permits through CFTOD to request exemption from payment of the permitting fees for the reason stipulated herein.

C. Maintenance of Traffic (MOT) / Temporary Traffic Control (TTC):

1. The Contractor shall follow the Traffic Control Plans (TCPs) provided for the Project.

Contractor is required to adhere to FDOT Standard Plans (Standard Design Index) 102-600 series and associated indexes for items not detailed in the TCPs. Contractor is required to submit for approval proposed MOT/TTC details when certain activities (i.e., structure component deliveries, excavations adjacent to traffic, overhead installations, etc.) require detailed operations to control traffic flow. Contractor shall include all such activities within their bid and expect to attend regular MOT/TTC Coordination meetings to discuss proposed operations. Should the Contractor request to deviate from the TCPs or request an alternate/additional detour or subphase, the Contractor shall hire a professional engineer licensed to do business in the State of Florida to provide a certified Maintenance of Traffic (MOT) / Temporary Traffic Control (TTC) individual plan prior to applying for the required permits from CFTOD Planning & Engineering. The MOT/TTC plans shall be in compliance with the Manual for Uniform Traffic Control Devices and applicable FDOT Standards. The Contractor shall maintain his traffic control devices for the entire duration of the project until the Owner certifies that the Punch List is complete.

2. The Contractor shall provide a qualified traffic control crew to provide continuous maintenance of all traffic control systems at its expense, whenever traffic conditions warrant such control and whenever directed to provide such maintenance or adjustments by the CFTOD Construction Project Manager. This requirement shall also apply to all events requiring a vehicle to back up on a lane maintained for traffic or any other situation considered by the CFTOD Construction Project Manager to be dangerous.

3. The Contractor shall provide a qualified traffic control crew at its expense to inspect all traffic control systems in the presence of the Owner at the beginning and end of each work shift for a minimum of one hour after the start of the shift and a minimum of one hour before the end of the shift. The Contractor’s crew shall make immediate corrections or adjustments to the MOT/TTC systems as required to conform them to the approved MOT/TTC plans or as directed by the CFTOD Construction Project Manager.

4. All MOT/TTC devices shall be like new. They shall be freshly painted and free of scratches, dents, dirt, and debris, and stains. The Contractor shall replace any MOT/TTC device that becomes damaged with a new device.

5. The Contractor shall construct and remove all temporary pavement as indicated within the drawings or otherwise deemed as necessary by the Owner.

D. Lay Down Yard/Employee Parking Construction:

1. The designated lay down yard and employee parking area is anticipated to be in the vicinity of the Project Site. The Contractor shall contain all trade parking, inclusive of the Contractor itself, to designated contractor parking areas. Staging and construction laydown is very limited within project limits. The Contractor shall contain all trade parking, inclusive of the Contractor itself, to designated contractor parking areas. Contractor is responsible to maintain cleanliness of their assigned/approved area(s). No privately owned vehicle (POV) shall be parked within project limits.

2. Maintain canal levee access throughout construction. No equipment, materials, staging, or parking shall block levee access or be placed within adjacent wetlands or wooded areas.

Access shall be maintained to the chicken pen located within vicinity of the project site.

3. Contractor Employees shall be transported from assigned parking areas to work areas by means provided by Contractor.

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E. Erosion and Sedimentation Control:

1. The Contractor shall design, furnish, install and maintain, at its expense, all necessary erosion control and wetland protection systems, such as silt fences, temporary retention basins, silt screens, synthetic hay bales, floating turbidity barriers, inlet protection systems, filter fabric, sandbags, sheet piling or other approved devices per the Land Development Regulations and Owner as required to prevent erosion and to protect the storm water systems and receiving waters. The Contractor shall be responsible for repairing and/or replacing any and all damage to the erosion protection devices. The Contractor shall maintain all erosion control systems until the Owner certifies that the punch list is complete.

2. The Contractor shall prepare the Storm Water Pollution Prevention Plan utilizing the forms included in the Specification Section 01560. The Contractor shall submit a completed SWPPP to CFTOD Planning and Engineering for review and the Contractor shall make all modifications and refinements to the plan requested by CFTOD Planning and Engineering.

Contractor shall be advised CFTOD Planning and Engineering has 30 days to review SWPPP submittals, including both initial submittal and any request for additional information submittal. Contractors shall plan accordingly. Once all of the modifications have been made to the satisfaction of CFTOD Planning and Engineering, then the Contractor shall sign and certify the SWPPP as the operator and implement the structural erosion control devices.

3. The Contractor shall prepare and submit the NOI (when required) to CFTOD Planning and Engineering for review. Only after CFTOD Planning and Engineering has reviewed and approved the draft NOI, shall the Contractor submit the NOI to FDEP and pay all filing fees and secure a permit authorization letter from the EPA and fully comply with all record keeping requirements.

4. The Contractor shall prepare and submit a Turbidity Control Plan if working within an active waterbody or within 15 feet of the top of slope (a.k.a the low maintenance zone) of an active waterbody (including lakes, canals, etc.). The Contractor shall be required to create a Turbidity Control Plan providing detailed information regarding means and methods and best management practices to prevent, contain and treat turbidity as may be encountered and generated during the course of work. This can also include items such as sheet pile/cofferdam information, bypass pumping, etc. that may be required to manage flow during course of work. Contractor shall be advised CFTOD Planning and Engineering has 30 days to review Turbidity Control Plan submittals, including both initial submittal and any request for additional information submittal. Contractors shall plan accordingly.

5. The Contractor shall provide a qualified and dedicated erosion and sedimentation control team to inspect and maintain the erosion control and wetland protection systems on a daily basis. The Contractor acknowledges that daily inspection and maintenance requirement is more stringent than the periodic inspections required by the FDEP. The Owner requires more stringent daily inspection and maintenance by a dedicated crew. The Contractor shall remove all erosion and sediment control systems at the conclusion of its Work when authorized to do so by the Owner and upon approval by CFTOD Planning and Engineering.

6. The Contractor will be required to maintain at all times, a clear, orderly construction site and ensure the implementation of good housekeeping practices as described in these Contract Documents within the Storm Water Pollution Prevention Plans (SWPPP).

7. The Contractor shall submit any chemical products/treatment methods for turbidity to the Owner and CFTOD Planning and Engineering for approval prior to use. Contractor shall be aware certain products may not be allowed due to risks of environmental degradation.

8. The Contractor shall maintain a power broom on site at all times throughout the Contract Time and sweep the roadways on a daily basis whenever its construction traffic cause dirt

01010-4 or debris to be deposited on the roads or whenever directed to sweep the roads by the Owner.

9. The Contractor shall provide and maintain a water truck at all time during the Contract Time to provide dust control when conditions warrant or as directed by the Owner.

10. The Contractor shall utilize lined trucks to haul muck or saturated soils off site.

11. The water quality within the various bodies of water located on the Owner’s property is regularly monitored and compliance with environmental standards is rigidly enforced. The Contractor is advised that should any of the Owner’s ponds, lakes or canals, (or those of adjacent landowner’s) become contaminated due to the Contractor’s actions or inaction, the cost to flocculate, or clean by any means as may be required, shall be paid for by the Contractor.

F. Survey and Lay-Out:

1. The Contractor shall perform all survey and lay out as required to complete the work within the specified tolerances.

2. After award of the contract and within fourteen (14) days of receiving a Limited Notice to

Proceed, the Contractor shall complete all survey work required to verify and accept the accuracy of the grades noted as existing on the bid drawings. At the end of the fourteen-day discovery period, the Contractor shall provide written acceptance of the existing grades or provide written documentation of any material deviation it has discovered between the existing conditions and the conditions noted as existing on the bid drawings. All claims shall be made in strict accord with Article 13 of the General Conditions of the Contract for Construction. Failure to give such notice or to provide substantiation thereof shall constitute a waiver of the claim and acceptance of the existing grades.

3. Refer to the Drawings for information regarding bench mark datum and coordinate system.

4. The Contractor shall preserve and protect all existing survey monuments within the limits of construction.

5. The Contractor shall provide the following specific survey tasks:

a. All surveying, engineering and layout required for the Work including but not limited to: (i) the limits of standard clearing and grubbing and (ii) drainage structure, utilities, roadway layout, etc.

b. All “rough” and “finish” grade stakes as required to perform the Work. Any re-staking required due to his or any other contractor damaging, or removing original stakes shall be performed by the Contractor and will not be the responsibility of the Owner.

c. Coordination with the Owner’s survey consultant for verification of the Contractor’s survey including, but not limited to, Contractor’s field notes and temporary horizontal and vertical control points.

6. It is the responsibility of the Contractor to generate survey control, layout, and as-built information as required in the contract documents. At no time will the project CAD design files be given to the Contractor.

G. De-Watering:

1. Dewatering, defined as the act of temporarily removing groundwater for the purpose of achieving a dry condition during construction, renovation and the installation or removal of underground utilities or systems, shall require regulatory permits from both the South Florida Water Management District (SFWMD) and the Florida Department of Environmental Protection (FDEP). Dewatering may include the use of well points, pit pumps, deep wells, vac trucks, sock drains or any other means for lowering the water table or removing water seeping from the ground into a pit, excavation, trench, etc. SFWMD regulates removing the water from the ground and the FDEP regulates the discharge of the water to waters of the State or the US. The contractor is required to obtain SFWMD permit

01010-5 coverage through CFTOD by completing the permit application listed below. The contractor receives permit coverage for the discharge of produced groundwater through the FDEP Construction Generic Permit for Storm water Discharge from Large and Small Construction Activities as long as the ground water is not within 1000 feet of a known contamination area. If the dewatering activities are within 1000 feet of a known contamination area please contact CFTOD Regulatory Compliance Supervisor,

407.828.2250 to obtain additional permit requirements.

2. De-watering pump activation (any size/capacity including surface pumping) is to be coordinated via request with CFTOD Planning & Engineering. Pre-Activation inspection is required by CFTOD Personnel for every activation. Advance requests are to be scheduled with CFTOD.

3. The Contractor shall apply for a de-watering permit(s) through CFTOD Planning and Engineering. Contractor shall be advised CFTOD Planning and Engineering has 30 days to review dewatering submittals, including both initial submittal and any request for additional information submittal. Contractors shall plan accordingly. In addition, Contractors shall be aware that SFWMD has a 14 day additional review time for dewatering approvals. CFTOD Planning and Engineering shall perform all SFWMD coordination, contractors will be notified of any request for additional information or approval via final dewatering approval. The Contractor shall not begin any dewatering activities until CFTOD Planning and Engineering has approved the proposed activity. The following information is required by CFTOD Planning and Engineering to apply for the permit:

a. Name of Contractor.

b. Site location plan showing task specific dewatering locations.

c. Records that indicate the presence or absence of known areas of contamination within the project, and in adjacent areas that could be impacted if dewatering operations are performed.

d. Proposed methods of construction.

e. Estimating pumping rates and duration of pumping.

f. Known volume to be discharged from vessels installed in the wet.

g. Estimated depth of drawdown.

h. Anticipated radius of the cone influence.

i. Proposed points of discharge.

j. Site water routing from excavation to storm water retention area.

k. Proposed groundwater and surface water monitoring plans.

l. Any other sites and tasks specific characteristics worthy of consideration.

m. Hydraulic information (i.e. normal pool and seasonal high-water elevations) of any wetlands and surface waters within of adjacent to the proposed dewatering activities.

n. Monthly withdrawals will need to be submitted to CFTOD the first of each month once the dewatering starts.

o. Information shall be submitted through BIM 360 for electronic review under the specific Project Folder, under Dewatering. Contractor shall notify assigned CFTOD Planning & Engineering personnel via the Review Status form on BIM

360. For BIM 360 information, please contact CFTOD at 407.828.2250.

p. If the Contractor utilizes a sock drain to accomplish its de-watering, then the Contractor shall remove the sock drain when the de-watering work is completed.

H. Clearing:

1. The Contractor shall provide all clearing and grubbing as needed in performance of the work. Tree pruning, as required, is to be performed/supervised by an approved certified arborist as deemed necessary by the Owner.

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2. No burning will be allowed on site. The Contractor shall remove all cleared vegetation (grasses, plants, bushes, shrubs, trees, etc) from the site and dispose of it legally off site.

Existing grasses/sod removed (strippings), as required for construction, shall be disposed of off-site at the contractor’s expense and not utilized for embankment, backfill, or prepared soil layer of any kind unless approved by the Owner.

3. The Contractor shall remove all irrigation systems within the limits of the Work as required for the construction of the improvements. The Contractor will be required to retain the services of a CFTOD approved irrigation company to make any repairs and adjustments due to the Contractor’s construction activities as directed by the CFTOD Construction Project Manager.

4. The following contractors have worked within the boundaries of Central Florida Tourism Oversight District (CFTOD) property in the past. By providing this list, CFTOD does not make or imply any qualifications or statements as to the performance or standing of these firms and the bidder is at their own risk while contracting or working with them:

a. BrightView LLC

b. Commercial Landscape and Irrigation Inc.

c. Cepra Landscape LLC

d. Down To Earth Landscape and Irrigation LLC

e. Newberg Irrigation Inc.

I. Utilities:

1. The Contractor, with guidance from the Owner shall coordinate all utility construction efforts with the utility owners – Reedy Creek Energy Services (RCES) RCES requires coordination for inspections of their new and existing utilities. RCES will also require 72-hour notice and planning when working around their existing utilities. Other utility owners may include, but are not limited to, Smart City Telecom (data and communications fiber optic and wire), CFTOD (traffic fiber optic), and WDW Telecom (Disney fiber optic), Spectrum, Duke, Summit Broadband, TECO, & AT&T.

2. The Contractor shall identify and protect all existing utilities within the limits of the work.

3. Except as otherwise explicitly indicated on Drawings or called for in the Specifications, do not cut, alter, remove or otherwise disturb any existing improvement or construction or disturb any existing utilities without the approval of the CFTOD Construction Project Manager.

4. The Contractor shall immediately restore to service and repair any damage caused by it to any existing utilities which are not scheduled for removal, discontinuance or abandonment, or which have not been released by the Owner and jurisdictional agencies for removal, discontinuance or abandonment, even if so scheduled.

5. Temporary Supports for existing Utilities: The Contractor shall provide all necessary temporary supports required to protect any and all existing utilities prior to commencing Work. Any damage to existing in-service utilities during construction will be repaired at the Contractor’s expense. Temporary supports shall be reviewed by representatives of RCES or appropriate utility company prior to installation by the Contractor.

6. The Contractor shall strictly adhere to utility notice and excavation permit provisions specified in Section 2.13 of Section 01010 of the project manual. The RCES Utility Locate Office will locate primary utility services. It will not locate secondary services. Secondary services include roadway lighting systems, irrigation systems, and electrical power systems for the existing lift station. All such services shall be maintained and/or relocated without interruption to existing services. The Contractor shall hire a private utility locate service to identify and locate all secondary utilities within the limits of the Work

7. Locating services provided by the RCES Locating Services Office10T13T, Sunshine 811 and by any private secondary locating technician are confined to surface markings and flagging only. The Contractor shall hand dig and soft dig as required to determine the

01010-7 depths of all utilities. All such hand digging and soft digging shall be included in the Lump Sum Contract amount.

8. In the case of a conflict between the RCES specifications and the CFTOD specifications, generally the CFTOD specifications shall supersede the RCES specifications. The final determination shall be made by the CFTOD Construction Project Manager. This is not withstanding provisions contained elsewhere in the general conditions.

9. Any temporary or permanent utility (potable water, reclaimed water, sanitary water, gas, chilled water, etc.) connection to existing facilities will require advance coordination between Contractor, Owner, and RCES in all cases.

10. Contractor is strictly prohibited from adjusting, closing, or opening any mechanical valves on RCES, CFTOD or Resort utility systems. Utilization/adjustment of valves for any reason requires advance coordination between Contractor, Owner, Resort Owner, and RCES in all cases. The utility Owner(s) must be present to supervise/perform any and all valve operations.

J. Construction:

1. The Contractor shall construct all areas as shown on the drawings.

K. Subsoil Excavation and Removal:

1. The project includes Subsoil excavation and removal. Subsoil removal shall be defined to include any excavated material unsuitable for construction (“muck”, peat, buried construction debris, rubbish, buried vegetation, buried trees, etc.).

2. Limits of removal will be governed using stationing and lines/grades as depicted within the contract documents, FDOT specifications, FDOT Standard Plans, and approved modifications thereto by the CFTOD Construction Project Manager.

3. Measurement and payment will be governed by FDOT Specifications and the latest CPAM standards.

4. Subsoil removal limits are anticipated to be extended in width, further than shown in the roadway cross sections in some areas to accommodate adjacent underground installations.

The contractor is to anticipate subsoil removal beyond associated limits depicted within the plans.

5. If unsuitable materials (as defined above) are encountered in other areas of the project, Unit Cost Rates for “Subsoil Excavation” and “Embankment” as submitted/approved within “Exhibit B” Schedule of Unit Prices will govern additional costs.

L. Soil Amendment:

1. Contractor shall engage the services of a qualified agricultural soils testing laboratory to perform soil testing services of all typical areas to be planted as stated. The Contractor shall pay for all costs and fees associated with the soils testing.

2. The Contractor is responsible for all costs to amend the soil based upon the application rates.

M. Landscape Work:

1. The Contractor shall guarantee all Work for a period of one (1) year after the Owner certifies that the Punch List is complete.

2. When the Contractor has completed the Work as indicated on the drawings the Contractor shall notify the Owner and request its review. The Owner will provide art direction regarding the final adjustments of the landscaping, which may require additional plantings or relocations of plantings by the Contractor until the Owner is satisfied with the aesthetic

01010-8 appearance of the final landscape. The Contractor shall include reasonable equipment and man-power time to make field adjustments as specified by the Owner.

3. The Contractor shall provide all trees, palms, shrubs, ground cover and sod shown on the drawings.

4. The Contractor shall treat all of the soil with fertilizer as specified.

5. The Contractor shall remove all weeds and undesirable vegetation from the landscaping areas. The Contractor shall keep the landscaped areas weed free until the project reaches final completion.

6. The Contractor shall remove all rocks and small debris from the planter areas prior to planting landscaping.

7. The Contractor shall schedule inspections at plant nurseries with the Owner prior to delivery (if applicable). The Owner shall determine the condition of the shrubs and trees.

Inferior quality or non-compliant material shall not be installed. If installed, removal of such material will be performed at the Contractor’s expense.

8. The Contractor shall field stake the location of all plant material and bed outlines prior to initiating installation for the review and approval of the Owner.

9. The Contractor shall guarantee all landscaping, including grasses, sod, trees, palms, shrubs, and aquatics, to be alive and in satisfactory growth at the end of the maintenance period.

10. The Contractor shall dig test holes in all planting beds prior to plant installation. The Contractor will verify the soil conditions and accept sole responsibility for all plant material installed.

11. The Contractor shall bear all costs of soils, testing and amendments etc. associated with the Work and included in the Specifications. Prior to commencement of the landscape planting Work the Contractor shall provide complete soil tests as required.

12. The Contractor shall field-adjust plant material as necessary to avoid damage to all existing underground utilities and/or existing above ground hardscape elements, roadway lighting, traffic signal poles and equipment, regulatory signs, and other elements of the infrastructure. All such changes required shall be completed at the Contractor’s expense and shall be coordinated with the Owner.

13. The Contractor shall promptly provide all photo documentation, certificates, samples and other submittal data required by the Contract Documents and in accordance with the Milestone Schedule. The Contractor shall schedule inspections of the nurseries with the nurseries and with the Owner. The Contractor shall accompany the Owner to each nursery to assist in tagging the trees selected to be delivered to the site. In addition, the Contractor shall provide 48 hours advance notice to the Owner of each delivery from the nurseries and afford the Owner the opportunity to inspect the trees prior to their installation. All trees shall be subject to approval by the Owner before they are planted by the Contractor.

N. Sod:

1. Damaged turf must be restored using Bahia sod and maintained/watered for 30 days to ensure establishment (seeding is not permitted).

O. Irrigation:

1. The Contractor shall provide all irrigation systems as indicated on the Drawings.

2. The Contractor shall locate the existing main line and existing points of connection if any are existing at the beginning of its Work.

3. The Contractor shall tap into the existing irrigation main and construct the new points of connection as shown on the Drawings.

4. The Contractor shall provide electrical power and communication wire to all irrigation controllers. The Contractor shall provide the meter cans and electrical panels for all of the controllers. The Contractor shall extend all power wiring from the distribution panels to the irrigation controllers.

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5. The Contractor shall install all tree irrigation as shown on the Drawings.

6. The Contractor shall install new sleeves as noted on the drawings. Where directional boring is required, the Contractor shall hire an experienced driller and licensed underground utility contractor to perform the directional bore work. The Contractor shall submit all bore logs upon completion of each bore and submit a final bore log package to go along with the as-builts at the completion of the project.

7. The Contractor shall repair and restore to new condition any and all grades, landscaping, sod, utilities, or sleeves that are damaged during the installation of the irrigation system.

The Contractor shall coordinate its activities with the Separate Contractors to ensure all sleeves are installed in a timely manner consistent with the schedule provided by the Separate Contractors.

8. No landscape planting shall commence prior to the Contractor having the ability to adequately water such plantings either by hand or through the use of an irrigation system.

The Contractor shall be responsible for watering all plantings if the irrigation system is not operational.

9. The Contractor shall be responsible to maintain the irrigation system in such a manner to prevent plant stress due to lack of water. Planted material that becomes stressed beyond recovery, shall be replaced by the Contractor at no additional charge. If temporary irrigation systems are required to meet the Milestone Schedule, the Contractor shall provide such temporary systems.

10. Contractor shall coordinate all planting work with irrigation work and shall be responsible for all hand watering as required to supplement irrigation watering and rainfall. The Contractor shall be responsible for supplemental hand watering in all planting areas, regardless of the status of the irrigation.

11. All irrigation pipe and control wire must be inspected by the Owner prior to backfilling on a daily basis. The irrigation mains shall be tested according to the Specifications and the Owner must witness all pressure tests.

PART 2 – GENERAL INSTRUCTIONS & STANDARDS FOR THE CONSTRUCTION WORK

2.01 General Requirements

A. The Contractor shall provide all services and necessary items of expense, including but not limited to, labor, material, trucking, transportation, equipment, hoisting, scaffolding, power, supervision, appliances, layout and all other services and items of expense required for the complete performance of all Work in accordance with the Contract Documents.

B. Cost Loaded Schedule

1. The Contractor shall cost load their monthly progress CPM schedule submittals, in order to provide projected monthly cash flows to the Owner.

C. Proposed Staffing Plan

1. Contractor shall submit with its Bid Proposal a staffing plan which clearly illustrates the key elements of the organizational structure proposed to accomplish the management, field work, and administrative services required. The Contractor shall identify the key person to be placed in responsible charge of the work. The CFTOD Construction Project Manager and key personnel within each discipline shall be identified and past experience of each, as it relates to this Project, shall be discussed. Other items to be included in the discussion of the staffing plan are:

a. Work force capabilities of the firm.

b. Work force commitment for the Project.

c. Key staff resumes.

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Note: The Contractor is required to have a certified inspector onsite for SWPPP and MOT/TTC at all times.

2.02 Job Site Access / Use of Job Site

A. A haul route will have to be provided by the Contractor for CFTOD review and approval. The

Contractor shall utilize lined trucks to haul muck or saturated soils off site (if required) and shall utilize only those hauling routes prescribed or approved by the Owner for hauling to and from the site. For each and every occurrence that the Contractor or its Subcontractor(s) utilize a haul route that is not prescribed by, or otherwise expressly approved by, the Owner shall deduct from the Contract Sum, the sum of $500.00 a day.

B. Vehicular traffic to the Job Site is limited to vehicles required to deliver labor and materials. On-site parking for vehicles shall be limited to those areas designated by the Owner and shall be limited to company work vehicles actively working on site. Vehicles not actively supporting Job Site operations are not permitted to remain on site. The designated lay down yard and employee parking area is anticipated to be in the vicinity of the Project Site. When it is designated, the Contractor shall create an engineered plan for review by the Owner that demonstrates how it will safely access the work zone and storage areas and how it will egress from the work zone and storage area.

C. The Contractor is responsible for the routing of all construction personnel and traffic required in the performance of the Work and shall ensure compliance with any special instructions pertaining to such routing as established by the CFTOD Construction Project Manager.

D. The Contractor shall confine its use of the job site to those activities directly relating to the performance of the Work. No other use of the job site will be permitted without the express written approval of the CFTOD Construction Project Manager.

E. The Contractor shall provide all necessary flagmen, barricades, and MOT/TTC devices necessary for safe and proper traffic control. The Contractor is advised that it is responsible for all construction personnel and traffic routing logistics required in the performance of its work.

F. The Contractor shall provide all necessary temporary water retention basins, turbidity control, and silt fence, etc., for construction site water run-off control. The Contractor is advised that should any of the adjoining Central Florida Tourism Oversight District and Walt Disney World ponds, lakes, wetlands, or canals become contaminated due to the Contractor’s actions or inactions, the cost to flocculate, clean, or restore by any other means, these ponds, lakes, wetlands, or canals shall be paid for by the Contractor. Any fines and / or penalties assessed for contamination of these water bodies, due to the Contractor’s actions or inactions, shall be paid for by the Contractor.

2.03 Coordination

A. The Contractor shall coordinate with the CFTOD Construction Project Manager to allow for all materials testing. The Owner shall pay for costs associated with the initial testing but the Contractor shall be liable for costs associated with retesting as a result of initial test failure due to deficiencies in the Contractor's work efforts.

B. The Contractor shall coordinate its work with the CFTOD Construction Project Manager and with the Owner’s Separate Contractors. The Contractor shall sequence its Work, as required by the CFTOD Construction Project Manager, with the work of the Owner’s Separate Contractors at no additional cost to the Owner.

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C. Contractor is required to coordinate its efforts with the Owner for service connections for on-going development adjacent to this project, at no additional cost to the Owner.

D. The Contractor is required to coordinate with the delivery of any and all Owner Furnish, Owner or Contractor installed items.

E. The Contractor shall coordinate with the CFTOD Construction Project Manager for site access/control for The District Fire Department.

F. The Owner, reserve the right of access to any part of the job site, at any time, for the purpose of observation, or to install other work, either with its own forces of with other contractors.

2.04 Worker Conduct and Clothing

A. The Contractor is responsible at all times for the proper conduct of its personnel and that of its subcontractors and suppliers. The Contractor shall restrict its personnel to the job site and immediate vicinity thereof and shall endeavor to prevent discordant relationships between its personnel and that of any adjacent property owner or resident.

B. The Contractor shall enforce strict discipline and good order among employees and other workers related to the performance of the Work. Under no circumstances will behavior offensive to building occupants or the general public be tolerated, and Contractor shall immediately remove and further ban from the job site any persons failing to comply with this standard.

C. The Contractor shall ensure its personnel are properly dressed with O.S.H.A. approved clothing and safety gear, including but not limited to, hard hats, work shoes, shirts and long pants, as appropriate for the performance of the Work. Shorts, sleeveless shirts (tank tops) or clothing bearing offensive marks or wording are not permitted to be worn on the job site. The Owner shall solely determine whether any such clothing is or is not permissible.

2.05 Surveying

A. Refer to Specification Section 01050 – Field Engineering, contained in the Project Manual, for specifications governing field engineering and surveying.

B. The Contractor shall inspect the site, observe the existing conditions and grades, and make reasonable measurements to verify existing conditions prior to its bid.

C. After award of the contract and within fourteen (14) days of receiving a Limited Notice to Proceed, the Contractor shall complete all survey work required to verify and accept the accuracy of the grades noted as existing on the bid drawings and the accuracy the as-built drawings provided by the Owner’s Separate Contractor. At the end of the fourteen-day discovery period, the Contractor shall provide written acceptance of the existing grades or provide written documentation of any material deviation it has discovered between the existing conditions and the conditions noted as existing on the bid drawings and as-built drawings. All claims shall be made in strict accord with Article 13 of the General Conditions of the Contract for Construction. Failure to give such notice or to provide substantiation thereof shall constitute a waiver of the claim and acceptance of the existing grades.

D. The Contractor shall verify forms prior to pouring, or placing, critical components of structures.

E. It is the responsibility of the Contractor to generate survey control, layout, and as-built information as required in the contract documents. At no time will the project CAD design files be given to the Contractor.

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F. The Contractor verify the location of all existing utilities or obscured existing improvements or construction indicated on Drawings to be proximate to or affected by the Work prior to commencement of excavation or demolition in any given area.

2.06 Testing and Inspection

A. Refer to Specification Section 01455 – Testing & Inspection Services, contained in the Project Manual, for specifications governing soils and materials testing and inspection. The Owner reserves the right to re-test and approve or disapprove the results of the Testing and Inspection.

B. The project specifications utilize Florida Department of Transportation specifications governing acceptance of materials used in the performance of the Work. Because the Owner has no affiliation with the Florida Department of Transportation’s materials testing laboratories where such materials are deemed acceptable, the Owner has developed an alternative Materials Acceptance Criteria Matrix governing the manner in…