Exhibit B - List of Drawing and Specifications.pdf

EXHIBIT B

List of Drawing and Specifications

SOLICITATION NO.: ITB-C007134

SOLICITATION TITLE: Lift Station #46 Rehabilitation

DOCUMENT TITLE:

LIST OF DRAWINGS AND SPECIFICATIONS

IMPORTANT NOTICE

This Exhibit is incorporated into and made part of the solicitation documents. Bidders/Proposers shall review all information and shall consider the requirements of this Exhibit when preparing and submitting their response.

LAKE BUENA VISTA

LIFT STATION 46 REHABILITATION

Invitation to Bid Number: _________

Reedy Creek Energy Services

Civil Engineering Department

PROJECT MANUAL

ISSUED FOR BID

Date of Issuance: August 6, 2026

Owner: Central Florida Tourism Oversight District

1900 Hotel Plaza Boulevard

Lake Buena Vista, Florida 32830

Owner’s Representative: Reedy Creek Energy Services

5300 North Center Drive

Lake Buena Vista, FL 32830

Engineer: CPH Consulting, Inc.

1117 East Robinson Street

Orlando, FL 32801

RCES Lift Stations Rehabilitation

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00885-1

SECTION 00885

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: Lift Station 46 Rehabilitation

Dated: 7/20/2026

DRAWINGS

The following list of Drawings/materials are applicable to the foregoing.

LIST OF DRAWINGS / MATERIALS

DRAWING

NO.

DRAWING TITLE

ISSUE

DATE

EOR

Lift Station 46 Rehabilitation

G-1 Cover 07/20/26 Victoria Marochkovich

G-2 List of Drawings & Revision Status 07/20/26 Victoria Marochkovich

G-3 General Notes 07/20/26 Victoria Marochkovich

G-4 General Notes 07/20/26 Victoria Marochkovich

C-1 Topographic Survey June 2021

C-2 Demolition Site Plan 07/20/26 Victoria Marochkovich

C-3 Site Plan 07/20/26 Victoria Marochkovich

C-4 Pump Plan, Section and Details 07/20/26 Victoria Marochkovich

C-5 Bypass Plan 07/20/26 Victoria Marochkovich

C-6 Construction Details 07/20/26 Victoria Marochkovich

C-7 Construction Details 07/20/26 Victoria Marochkovich

C-8 Construction Details 07/20/26 Victoria Marochkovich

E001 Electrical Symbols, Notes, and Abbrev. 07/20/26 William C. Nelson

E002 Lift Station 46 Site Plan 07/20/26 William C. Nelson

E100 Lift Station 46 Demolition and Proposed

Single Line Diagram 07/20/26 William C. Nelson

E101 Lift Station 46 Demolition Plan 07/20/26 William C. Nelson

E102 Lift Station 46 Proposed Grounding and Site

Plan 07/20/26 William C. Nelson

E200 Electrical Details 1 07/20/26 William C. Nelson

E201 Electrical Details 2 07/20/26 William C. Nelson

E202 Electrical Details 3 07/20/26 William C. Nelson

E203 Electrical Details 4 07/20/26 William C. Nelson

E204 Electrical Details 5 07/20/26 William C. Nelson

00885-2

SPECIFICATIONS

The following list of Specifications is applicable to the foregoing. Any Supplemental Specifications that only pertain to this specific Project and are not part of the Owner’s Utility Construction Specifications will have an

(S) designation following the section title in the table below.

LIST OF SPECIFICATIONS

SECTION NO. SECTION TITLE

ISSUE

DATE

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00885 List of Drawings and Specifications (S)

DIVISION 01 – GENERAL REQUIREMENTS

01110 Summary of Work (S)

01140 Coordination with Owner’s Operations (S)

01210 Allowances (S)

01230 Alternates (S)

01250 Product Substitutions

01297 Schedule of Values

01311 Project Coordination

01313 Contract Time, Sequencing and Timing of Work (S)

01319 Progress Meetings

01320 Electronic Document Processing Service

01321 Schedule of Work

01326 Construction Schedule

01330 Submittal Procedures

01332 Shop Drawings, Product Data and Samples

01352 CFTOD Project Specific Safety Plan Requirements

01410 Regulatory Requirements

01420 References

01440 Quality Assurance and Quality Control

01452 Testing and Inspection Services

01500 Temporary Construction Facilities

01570 Erosion Control and Dewatering

01570A SFWMD Dewatering Permit Notification

01574 Temporary Pumping Systems (S)

01610 Product Requirements and Options

01640 Owner Furnished Products

01641 Owner Purchased Products

01641A Exhibit A ODP Purchase Order Procedures

01641B Exhibit B Attachment “1” Contractor’s Invoice Affirmation Letter

01641C Exhibit C Attachment “2” Owner’s Representative Invoice Affirmation Letter

00885-3

01660 Product Handling and Protection

01700 Project Closeout

01712 Field Engineering

01730 Execution

01732 Cutting and Patching

01740 Cleaning

01750 Starting and Adjusting

01782 Operation and Maintenance Data (S)

01783 Record Documents and Survey

01784 Spare Parts and Extra Material

01790 Demonstration and Testing (S)

01911 General Commissioning Requirements

DIVISION 02 – SITE WORK

02210 Earthwork

02220 Site Demolition

02230 Site Clearing

02240 Excavation Support and Protection

02310 Grading

02320 Excavation and Fill

02370 Erosion and Sedimentation Control

02505 Underground Utility Warning Tape

02532 Sanitary Sewerage Gravity Piping

02533 Sanitary Sewerage Force Main Piping

02534 Potable Water Utility Distribution

02535 Field-Erected Wastewaster Lift Station

02924 Sodding

02950 Common Work Results for Utilities

02960 Commissioning of Utilites

02970 Cathodic Protection

DIVISION 3 - CONCRETE

03015 Concrete Repairs

03100 Concrete Forms & Accessories

03200 Concrete Reinforcements

03300 Cast-in-Place Concrete

03350 Concrete Finishes

03410 Precast Concrete Manholes and Wetwells

DIVISION 9 - FINISHES

09900 Paintings and Coatings

09970 Specialty Coatings and Linings

DIVISION 11 - EQUIPMENT

11305 Submersible & Diesel Pumps Schedule (S)

00885-4

DIVISION 13 – SPECIAL CONSTRUCTION

13100 Lighting Protection

13400 Measurement and Control Instrumentation

13410 General Scope

13420 Device Requirements

13430 Panel Requirements

DIVISION 16 – ELECTRICAL

16060 Grounding and Bonding

16070 Hangers and Supports

16075 Electrical Identification

16080 Electrical Testing

16120 Conductors & Cables

16130 Raceway & Boxes

16150 Wiring Connections

16191 Miscellaneous Equipment

16210 Electrical Utility Services

16220 Motors and Generators

16240 Battery Equipment

16290 Relaying, Measurement and Control

16440 Switchboards, Panelboards and Control Centers

16709 Surge Protection Devices (SPD)

SUMMARY OF MODIFICATIONS TO THE CFTOD UTILITY CONSTRUCTION SPECIFICATIONS

SECTION NUMBER – SECTION TITLE

ORIGINAL MODIFIED

END OF SECTION

01110-1

SECTION 01110

SUMMARY OF WORK

PART 1 – WORK COVERED BY CONTRACT DOCUMENTS

1.01 GENERAL

A. The Scope of Work for the Lift Station 46 Rehabilitation is described by the Project Manual entitled Lift Station 46 Rehabilitation Specifications. 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 or other Contract Documents, 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 or other Contract Documents, but is required to fulfill the intent of a "complete job" for the Contractor's Scope of Work, will be considered included in the Contract. Work must meet all requirements of the local, state and federal codes and standards.

1.02 GENERAL SUMMARY

A. The Scope of Work for the Lift Station 46 Rehabilitation includes, but is not limited to, the rehabilitation of one (1) lift station (LS-46) including the removal and replacement of submersible pumps, piping, fittings and valves; diesel bypass pump, and updating electrical and instrumentation components.

Contractor shall refer to Technical Specifications and Construction Drawings for detailed Project Tasks.

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. Part time field project engineer.

d. Full time foreman and crew dedicated to Maintenance of Traffic (MOT) and Storm Water Pollution Prevention Plan (SWPPP) only.

e. Power broom on site at all times (if project applicable).

f. Water truck on site at all times (if project applicable).

B. Permitting:

1. The Contractor shall apply for a dewatering permit during the pre-construction phase. The Contractor shall prepare and submit the Notice of Intent (NOI) to the Central Florida Tourism Oversight District (CFTOD) prior to submitting it to the Florida Department of Environmental Protection (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 local, state and federal codes and standards as well as the most recent version of the EPCOT Building Code with the most current supplement thereof in effect at the time of the effective Contract date.

3. The Contractor shall obtain and provide all required permits.

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

1. The Contractor shall follow the Traffic Control Plans (TCPs) if provided for the Project. Contractor is required to adhere to Florida Department of Transportation (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 details when certain activities (i.e., 01110-2 structure component deliveries, excavations adjacent to traffic, overhead installations, etc.)

require detailed operations to control traffic flow. The Contractor shall conduct their work to interfere as little as possible with public travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, the Contractor shall, at their own expense, provide and maintain suitable and safe bridges, detours, or other temporary expedients for the accommodation of public and private travel, and shall give reasonable notice to Owners of driveways before interfering with them. Such maintenance of traffic will not be required when the Contractor has obtained permission from the Owner and tenant of the property, or from the authority having jurisdiction over the property involved, to obstruct traffic at the designated point. The Contractor shall include all such activities within their bid and expect to attend regular MOT 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 signed and sealed MOT individual plans prior to applying for the required permits from CFTOD Planning & Engineering. The MOT plans shall be in compliance with the Manual for Uniform Traffic Control Devices and applicable FDOT Standards. The Contractor shall maintain their traffic control devices for the entire duration of the Project until the Owner or Owner’s Representative certifies that the Punch List is complete.

2. The Contractor shall provide a FDOT MOT certified 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 Owner or Owner’s Representative. 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 Owner or Owner’s Representative 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 or Owner’s Representative 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 systems as required to conform them to the approved MOT plans or as directed by the Owner or Owner’s Representative.

4. All MOT 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 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’s Representative.

6. The Contractor shall provide an MOT plan that has been signed and sealed by a Professional Engineer licensed in the State of Florida. Plans will be reviewed and approved by Owner, Owner’s Representative, and affected Stakeholders.

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 Job Site. The Contractor shall contain all trade parking, inclusive of the Contractor itself, to designated Contractor parking areas. Staging and construction laydown area is very limited within Job Site limits. A designated lay down yard and employee privately operated vehicle (POV) parking area is anticipated to be located at Lift Station 46 Site (Port Orleans). Contractor is responsible for maintaining cleanliness of their assigned/approved area(s). No POV shall be parked within Job Site limits.

2. Contractor employees shall be transported from assigned parking areas to the Job Site by means provided by Contractor.

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, 01110-3 sandbags, sheet piling or other approved devices 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 or Owner’s Representative certifies that the Punch List is complete.

2. The Contractor shall prepare the Storm Water Pollution Prevention Plan (SWPPP) utilizing the forms included in the Specification Section 01570 - EROSION CONTROL AND DEWATERING.

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. 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 to the 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 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 or Owner’s Representative.

5. 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 SWPPP.

6. The Contractor shall maintain a power broom on site at all times throughout the Contract Duration and at a minimum, sweep the roadways on a daily basis or whenever its construction traffic cause dirt or debris to be deposited on the roads or whenever directed to sweep the roads by the Owner or Owner’s Representative.

7. The Contractor shall provide and maintain a water truck at all times during the Contract Time to provide dust control when conditions warrant or as directed by the Owner or Owner’s Representative.

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

9. 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 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 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 Drawings. All claims shall be made in strict accordance with 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 benchmark datum and coordinate system.

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

01110-4

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 the Contractor 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.

7. When receiving and accepting design CAD electronic files, the Contractor assumes all responsibility to determine whether the information contained therein is applicable and/or accurate for the intended use and acknowledges and agrees to the following:

a. Acknowledges that these files represent work-in-progress and the plans represented in these files may be changed by the Owner or Owner’s Representative.

b. Accepts these files without any warranties or guarantees concerning the accuracy or completeness of any information described or contained therein with respect to measurements, fit, field construction conditions, or criteria. The use of these CAD files for any purpose is at the sole risk of the recipient.

c. Should the recipient use these files to assist in the preparation and/or production of construction documents, they shall have the sole responsibility to prepare, coordinate, check and detail these construction documents.

G. Dewatering:

1. Dewatering, defined as the act of temporarily removing groundwater for the purpose of achieving dry conditions during construction, renovation and the installation or removal of underground utilities or systems, 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, 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 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 500 feet of a known contamination area. If the dewatering activities are within 500 feet of a known contamination area, Please contact CFTOD Compliance (Tel.: 407.828.2250) to obtain additional permit requirements.

2. Dewatering pump activation (any size/capacity) 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 dewatering permit(s) through CFTOD Planning and Engineering at least twenty-one (21) days prior to commencement of any dewatering activities. 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.

01110-5

c. Records that indicate the presence or absence of known areas of contamination within the specific locations, 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 for electronic review under the specific Project Folder, under Dewatering.

p. If the Contractor utilizes a sock drain to accomplish its dewatering, then the Contractor shall remove the sock drain when the dewatering 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’s Representative.

2. Limits of Work. The limits of the clearing and grubbing under this section shall include all areas of cut or fill within the limits of construction as indicated on the Drawings including but not limited to the following:

a. Clearing and grubbing of areas to be occupied by structures.

b. Clearing and grubbing of all areas to be occupied by roads.

c. Clearing and grubbing of the entire area lying within the Job Site.

d. Clearing and grubbing of the areas to be occupied by drainage ditches and facilities.

3. Disposal of waste: Logs, trees, stumps, roots, brush, tree trimmings, and other materials resulting from clearing and grubbing operations shall become the property of the Contractor and shall be stacked and moved to locations acceptable to the Owner’s Representative. Upon completion of the disposal, the area shall be entirely void of all loose stumps, trimmings, brush, vegetation, and other debris.

4. The disposal of noncombustible materials shall be the responsibility of the Contractor.

Noncombustible materials shall be hauled off the site and shall be disposed of by and at the expense of the Contractor in a manner that will meet the requirements of regulatory authorities.

5. 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’s Representative.

6. 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 an Owner approved irrigation company to make any repairs and adjustments due to the Contractor’s construction activities as directed by the Owners’ Representative.

I. Utilities:

1. The Contractor is to coordinate all utility construction efforts with the Owner’s Representative.

Owner’s Representative requires coordination for inspections of Owner’s new and existing

01110-6 utilities. Owner’s Representative will also require 72-hour notice and planning when working around existing utilities. Other utility Owners may include, but are not limited to, Walt Disney World (WDW) owned utilities, Smart City Telecom (data and communications fiber optic and wire), CFTOD (traffic fiber optic), 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 Owner’s Representative.

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 Owner’s Representative or the appropriate utility company prior to installation by the Contractor.

6. The Contractor shall strictly adhere to utility notice and excavation permit provisions specified below in subsection NOTIFICATION TO UTILITY COMPANIES AND EXCAVATION PERMIT.

The Owner’s Representative 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 Owner’s Representative Utility Locate Office, Sunshine 811 and by any private secondary locating technician are confined to surface markings and flagging only. The Contractor shall hand dig and/or soft dig as required to determine the depths of all utilities. All such hand digging and soft digging shall be included in the Contract amount.

a. Hand dig is defined as any excavation using hand shovels to break up soil or earth for removal.

1) Shovels must be made with non-conductive handles to protect the operator from the potential for electrical shocks resulting from contact with energized lines.

b. Soft Dig is defined as any excavation using tools or equipment that utilize air or water pressure as the direct means to break up soil or earth for removal by vacuum excavation

8. Any temporary or permanent utility (potable water, reclaimed water, sanitary water, gas, chilled water, etc.) connections to existing facilities will require advanced coordination between Contractor, Owner, Owner’s Representative, and affected Stakeholders in all cases.

9. The Contractor is strictly prohibited from adjusting, closing, or opening any mechanical valves on Owner’s or other utility systems. Utilization/adjustment of valves for any reason requires advanced coordination between Contractor, Owner, utility Owner, and Owner’s Representative 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. If the Work 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.).

01110-7

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 Owner’s Representative.

3. 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.

4. 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 will govern additional costs.

L. Directional Drilling/Jack and Bore:

1. Before any trenchless excavation can commence, all known utilities and underground infrastructure within the proposed path must be located with positive identification.

2. A proposed bore path profile showing all identified infrastructure and their locations is to be submitted for approval prior to proceeding with installation.

3. See CFTOD Technical Specifications for additional information:

M. 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.

N. Soils Information:

1. If a geotechnical investigation report has been generated for the location(s) of the Work, then the geotechnical investigation report will be included as an attachment.

2. All soils investigation information obtained is only for Owner’s use in design and is not included as part of the Contract Documents.

3. Additional Investigation:

a. The Contractor shall visit the site and acquaint themself with the site conditions.

b. Prior to bidding, the Contractor may make their own subsurface investigations and make their own determination regarding subsurface conditions.

c. Contractors are invited to conduct check surveys prior to bidding. No claim for additional compensation will be allowed due to differences in the soils/elevations encountered after Contract Award.

O. 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 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

01110-8 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.

P. Sod:

1. Contractor shall replace all sod, with like kind, if damaged by its operations.

Q. 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.

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.

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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’s Representative prior to backfilling on a daily basis. The irrigation mains shall be tested according to the Specifications and the Owner’s Representative 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. Schedule

1. The Contractor shall submit their overall and monthly progress Critical Path Method (CPM) schedule submittals to the Owner’s Representative.

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 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.

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

2.02 JOB SITE ACCESS / USE OF JOB SITE

A. Access to the Job Site shall come from Vista Boulevard or Old South Road on to Bonnet Creek Road in Port Orleans . A haul route will have to be provided by the Contractor for CFTOD Planning and Engineering 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) utilizes a haul route that is not prescribed by, or otherwise expressly approved by, the Owner, 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’s Representative 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 Job 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 Job Site and storage areas and how it will egress from the Job Site 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 Owner.

D. Lunch and break areas are confined to the immediate Job Site area, within the limits of construction.

Tradesmen shall be prohibited from patronizing the restaurants in the adjacent development.

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E. 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 Owner or Owner’s Representative.

F. The Contractor shall provide all necessary flagmen, barricades, and MOT 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.

G. 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 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 Owner’s Representative to allow for all materials testing.

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

C. Contractor is required to coordinate its efforts with the Owner’s Representative 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 Owner’s Representative for site access/control for the District Fire Department.

F. The Owner, or appointed delegate, reserves the right to access 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 OSHA 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’s Representative shall solely determine whether any such clothing is or is not permissible.

2.05 SURVEYING

A. Refer to Specification Section 01712 – 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 Notice to Proceed, the Contractor shall complete all survey Work required to verify and accept the accuracy of the grades

01110-11 noted as existing on the 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 Drawings and as-built Drawings. All claims shall be made in strict accordance with 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.

F. The Contractor shall 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 01452 – TESTING AND INSPECTION SERVICES, contained in the Project Manual, for Specifications governing soils and materials testing and inspection. The Owner or Owner’s Representative reserves the right to re-test and approve or disapprove the results of any testing and inspections.

2.07 SURFACE WATER MANAGEMENT AND ENVIRONMENTAL CONTROLS

A. The Contractor shall provide and maintain all necessary erosion control in accordance with paragraph 1.03.E Erosion and Sedimentation Control above, the Drawings, and Specification Section 01570 - EROSION CONTROL AND DEWATERING, contained in the Project Manual.

B. The Contractor shall submit for approval any and all erosion and sedimentation control measures necessary/required to remedy waterway conditions negatively impacted by or resulting from Contractor operations. Contractor will implement such approved measures at no additional cost to the Owner.

2.08 TEMPORARY FENCING

A. Geogrid Fencing and Silt Barriers:

1. When required by the Contract Documents, geogrid fencing and silt barriers shall be provided and maintained along the boundaries of all designated tree preservation and protected wetland areas. The Contractor shall not disturb the trees or vegetation within such areas unless directed otherwise by the Owner's Representative.

2. Geogrid fencing shall be provided and maintained along jurisdictional wetland buffers excluding those wetlands (if any) to be removed under this Contract. Silt barriers shall be provided and maintained along areas designated on Drawings.

3. The Contractor shall inspect all geogrid fences and silt barriers daily and shall immediately make necessary repairs to any damaged or improperly functioning geogrid fences and/or silt barriers.

2.09 PERMITS AND PERMIT FEES

A. All Permits required for any part of the Contractor’s Work (except those permits obtained directly by the Owner, as further enumerated below) shall be procured and paid for by the Contractor. This shall apply also to those permits required to be obtained by the Contractor in the name of the Owner or its Owner’s Representative for the Owner’s or Owner’s Representative’s own temporary construction office facilities, if any. The costs for the required permits (except those permits obtained directly by the Owner or the Owner’s Representative) are included in the Contract Sum. Before applying for any permit, the Contractor shall present a draft application to the Owner’s Representative for review.

B. The Contractor shall apply for a dewatering permit during the pre-construction phase. The Contractor shall prepare and submit the NOI to the Owner prior to submitting it to the FDEP during the pre-

01110-12 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.

C. The Contractor shall obtain, secure and pay for the following permits (if applicable):

1. Notice of Intent (NOI) National Pollutant Discharge System (NPDES) – EPA Environmental Permit

2. County Recorded NOC

3. SWPPP and Dewatering Permit

4. CFTOD Building Permit and all applicable sub permits

5. CFTOD Haul Permit

6. RCES Dig permit

D. The Owner shall…