Technical_Specifications.pdf

TOC - i

Technical Provisions

Section No. or Identifier Title Pages

Division I - General Requirements 01010 Summary of Work 01010-1 to 01010-3 01014 Maintenance of Operations 01014-1 to 01014-2 01050 Field Engineering 01050-1 to 01050-2 01150 Measurement and Payment 01150-1 to 01150-5 01300 Submittals 01300-1 to 01300-1 01400 Quality Control 01400-1 to 01400-1 01541 Protection of the Work and Property 01541-1 to 01541-4 01710 Cleaning 01710-1 to 01710-2

FDOT Division II – Site Work 120 Earthwork 120-1 to 120-18 346 Structural Portland Cement Concrete 346-1 to 346-21 415 Reinforcing for Concrete 415-1 to 415-7 416 Installation of Post-Installed Anchor System & Dowels for Structural Applications in Concrete Elements 416-1 to 416-3 450 Precast Prestressed Concrete Construction 450-1 to 450-30 455 Structures Foundations 455-1 to 455-70 470 Timber Structure 470-1 to 470-3 951 Inspection of Timber Products 951-1 to 951-1 952 Structural Timber 952-1 to 952-1 953 Timber Piling 953-1 to 953-2 954 Timber Fence Post and Braces 954-1 to 954-2 955 Timber Treatment 955-1 to 955-4

Supplemental Technical Provisions - Site Work 02270 Sedimentation and Erosion Control 02270-1 to 02270-6 02455 Driven Pile 02455-1 to 02455-3

Exhibit – Seabreeze Park and Boat Ramp Marine Life Protection Signs and Environmental Notes

Appendix I St. Johns River Water Management District consolidated Environmental

Resource Permit (ERP) No 229461-1 and written authorization to Use State Owned Sovereign Submerged Lands (SSL)

Appendix II USACE Permit No SAJ-2024-05337 (NWP/RGP-ALD)

DRAWINGS TITLED, “DOCK AND BOAT RAMP REPLACEMENT AT SEABREEZE PARK”

BY DRMP DATED November 2024

Technical Provisions

DIVISION I – GENERAL REQUIREMENTS

01010-1

SECTION 01010

SUMMARY OF WORK

PART 1 GENERAL

1.01 Location of Work

A. The heavily weathered boat ramp and docks within Seabreeze Park, under the

Seabreeze Bridge, is located at 100 Seabreeze Boulevard, Daytona Beach, FL 32118.

The current facility is decades old and requires frequent maintenance to keep it safe and operational. The existing fixed dock facility makes it difficult to launch, temporarily moor, and board a boat at certain tides. The existing 3.25-Ft wide concrete docks with a step-down configuration limits public accessibility. The new design will incorporate wide 7 Ft by 10 Ft concrete floating docks, to allow for tide fluctuations, and to meet current American with Disability Act requirements. New timber tending piers and gangways will provide access to the concrete floating docks. Work for this project to be completed as further described in the attached DRMP Plans dated November 2024 and governing regulatory permits. Contractor to acquire necessary permits from City to complete the project. Contractor will need to secure the work zone during construction to ensure safe operations of other sections of the park that are to remain open during the Contract period. The boat ramp, dock facilities and portions of the trailer parking will be closed to the public during the construction.

1.02 Scope of Work

A. Furnish all labor, materials, equipment and incidentals required to construct the City of

Daytona Beach Seabreeze Dock and Boat Ramp Replacement project as shown on the Drawings and as specified herein.

B. The Work includes, but is not necessarily limited to, the following:

1. Survey work, includes project layout and As-Built Drawings.

2. Mobilization

3. Sediment and Erosion Control - Curb Inlet Protection

4. Turbidity Barrier Installation & Maintenance, Including Temporary Signage,

5. Implement and maintain a Maintenance of Traffic plan for park visitors and to secure work zone.

6. Remove and properly dispose of the existing boat ramp and concrete docks as shown on the Demolition Plan Sheets.

7. Furnish and Install 12” SQ prestressed concrete piles 40 Ft Pile to Plan specified elevation, includes pile cap.

8. Furnish and Install 8” Diameter 20 Ft Southern Yellow Pine, Marine Grade, Treated Timber Pile, to meet ASTM D25, including 0.03" pile wraps.

01010-2

9. Furnish and Install 6” Diameter 20 Ft Southern Yellow Pine, Marine Grade, Treated Timber Pile, to meet ASTM D25, including 0.03" pile wraps and signage.

10. Construct 41 LF Treated Timber Tending Pier, includes bent caps, stringers, blocking, decking, railing, Simpson hurricane ties (H8 SS), thru rods and hardware.

11. Construct 30 LF Treated Timber Tending Pier, includes bent caps, stringers, blocking, decking, railing, Simpson hurricane ties (H8 SS), thru rods and hardware.

12. Furnish and Install 7 Ft x 30 Ft Bellingham Marine Floating Concrete Finger Pier

Dock, including pile guides, mooring cleats and misc. walers and rub strips.

13. Furnish and Install 5 Ft x 30 Ft Ravens Marine Aluminum Gangway.

14. Complete 9" Thick Concrete Boat Ramp (includes V-Groove Finish, bedding, filter fabric, and reinforcement).

15 Complete 5,500 PSI Concrete Abutment (Includes reinforcement, bituminous liner and connections).

16. Furnish and Install 6" Diameter Concrete filled Steel Bollard, including paint and reflector tape.

17. Furnish and Install Educational Signs.

18 Mil and Resurface Parking Lot

19. Furnish, Place, Program and Maintain Variable Message Sign.

20. All site work including site cleanup.

21. All permits.

22. Indemnification.

1.03 Work Sequence

A. The Contractor’s sequence of work may be of their choosing in order to complete the

Work in the Contract Time. Completion dates of the various stages shall be in accordance with the approved construction schedule submitted by the Contractor. If coordination with Contractors or long lead time items effects the contract time, immediately bring this to the City’s representative attention and adjustments to time will be considered.

1.04 Contractor’s Use of Premises

A. Contractor shall have complete use of the boat ramp area for the performance of the

Work except those areas designated on the Drawings to be protected and/or not disturbed during construction.

B. Contractor shall limit the use of the premises for his/her Work and for storage to allow for:

01010-3

1. Work by other contractors.

2. Owner occupancy

3. Public use.

C. Coordinate use of premises with Owner.

D. Contractor shall assume full responsibility for security of all his/her and his/her subcontractors materials and equipment stored on the site.

E. If directed by the Owner, move any stored items which interfere with operations of

Owner or other contractors.

F. Obtain and pay for use of additional storage or work areas if needed to perform the Work.

1.05 Contractor Shall Secure and Pay For

Government Fees and Licenses.

1.06 Contractor Shall Give Notices to Agencies & Public

Particular care shall be taken to adequately inform the public of scheduled temporary disruption of asset access, driveway access, water and/or sewer services. At least two weeks prior to construction start, the contractor shall place a variable message sign near the boat ramp informing the public of the impending construction.

1.07 Contractor Shall Comply With

Codes, ordinances, rules, regulations, permits, orders and other legal requirements of public authorities that govern the performance of work.

END OF SECTION

01014-1

SECTION 01014

MAINTENANCE OF OPERATIONS

1.01 Scope of Work

A. The intent of these specifications is to have the Contractor schedule and perform the Work in a manner such that the Owner can keep existing utilities in continuous dependable operation. It is required as a part of this Contract that the Contractor adheres to the constraints listed in this Section.

B. The Contractor shall:

1. Keep existing facilities in operation unless otherwise specifically permitted in these specifications or approved by the Owner in writing.

1.02 General Constraints

A. Any temporary work, facilities, roads, walks, drives, protection of existing structures, piping, blind flanges, valves, equipment, etc. that may be required within the Contractors work limits shall be furnished by the Contractor at no extra cost to the Owner and shall maintain continuous and dependable operation of existing systems.

B. The Contractor shall schedule the Work in such a manner that all existing systems are maintained in continuous operation. All short-term system or partial system shutdowns shall be approved in writing by the Owner. If, in the opinion of the Engineer or Owner, a shutdown is not required in order for the Contractor to perform the Work, the Contractor shall utilize alternative methods to accomplish the Work. All shutdowns shall be coordinated with and scheduled at times suitable to the Owner. Owner shall be provided a minimum of one-week notice of Contractor's need for any system shutdown.

C. Required shutdowns shall not begin until all materials are on-hand, pre-assembled, as possible, and ready for installation. At a time approved by the Owner, the shutdown period will commence and the Contractor shall proceed with the Work continuously, start to finish, until the Work is completed and the system is tested, cleared for service, and ready for operation. If the Contractor completes all required Work before the specified shutdown period has ended the Owner may immediately place the system back in service.

D. The Owner shall have the authority to order Work stopped or prohibited which would, in his opinion, unreasonably result in stopping or inhibiting the necessary functions of existing utilities.

E. The Owner reserves the right to cancel scheduled shutdowns if conditions warrant. Delays to the Contractor caused by cancellations will be considered in evaluating requests for time extension.

F. All operations of existing valves required for the Work shall be done by the Owner. Owner does not guarantee that valves are 100 percent water tight.

G. All facilities shall be tested and in operating condition before final tie-ins are made.

01014-2

1.02 Submittals

A. Submit a detailed schedule for and process description of proposed testing.

Part 2 – Products (Not Applicable, General Conditions may apply)

Part 3 – Execution (Not Applicable, General Conditions may apply)

SECTION 01050

FIELD ENGINEERING

01050-1

PART 1 - GENERAL REQUIREMENTS

1.1 DESCRIPTION OF WORK

A. CONTRACTOR shall provide and pay for all field engineering service required for the project. Such work shall include survey work to establish lines and levels and to locate and lay out site improvements, structures, and controlling lines and levels required for the construction of the work. Also included are such Engineering services as are specified or required to execute CONTRACTOR'S construction methods. Engineers and Surveyors shall be licensed professionals under the laws of the state where the project is located.

1.2 GRADES, LINES AND LEVELS

A. Existing basic horizontal and vertical control points for the project are those designated on the DRAWINGS. CONTRACTOR shall locate and protect control points prior to starting site work and shall preserve all permanent reference points during construction. In working near any permanent property corners or reference markers, CONTRACTOR shall use care not to remove or disturb any such markers. In the event that markers must be removed or are disturbed due to proximity of the construction work, CONTRACTOR shall have them referenced and reset by a Land Surveyor qualified under the laws of the state of the project.

1.3 LAYOUT DATA

A. CONTRACTOR shall lay out the work at the location and to the lines and grades shown on the DRAWINGS. Survey notes indicating the information and measurements used in establishing locations and grades shall be kept in notebooks and furnished to ENGINEER with the record drawings for the project.

B. For all pipelines which have grades or elevations required, for all pipelines which are indicated to be installed to clear future construction and for all pipelines for which profile elevations are shown, CONTRACTOR shall prepare cut sheets and lay out lines at the locations shown or as directed. He shall verify lengths between junction points shown on the DRAWINGS, and verify the location and elevations of possible conflicts.

SECTION 01050

FIELD ENGINEERING

01050-2

PART 2 - PRODUCTS

NOT USED

PART 3 - EXECUTION

NOT USED

01150-1

SECTION 01150

MEASUREMENT AND PAYMENT

1.01 Scope of Work

A. The following explanation of the Measurement and Payment of the bid form items is made for information and guidance. The omission of reference to any item in this description shall not, however, alter the intent of the bid form or relieve the Contractor of the necessity of furnishing such as a part of the contract.

B. The quantities set forth in the Bid Form are approximate and are given to establish a uniform basis for the comparison of bids. The Owner reserves the right to increase or decrease the quantities of any class or portion of the work during the progress of construction in accordance with the terms of the Contract.

C. Payment shall be made for the items listed on the Bid Schedule on the basis of the work actually performed and completed to the configuration and extent shown on the Drawings, described in the specifications, noted in the construction plans, noted in the Summary of Pay Items and on the Summary of Quantity sheet.

D. Unit prices are used as a means of computing the final figures for bid and contract purposes, for periodic payments for work performed, for determining value of additions or deletions and wherever else reasonable.

PART 2 PAY ITEMS

2.01 Survey (Layout Project) and As-Built Survey (Item 1)

A. Measurement and Payment

1. Measurement and payment for a Professional Surveyor to layout the location and set the elevations of the new constructed features as specified on the plans. Upon completion of the project, a Professional Surveyor will provide a signed and sealed As- Built survey. Payment will be made on a lump sum basis prorated. Such payments shall be fifty percent (50%) of the lump sum amount will be paid for staking/marking the project and after As-built survey acceptance, the remaining fifty (50%) of the lump sum will be paid.

2.02 Mobilization/Demobilization (Item 2)

1. Payment for mobilization/demobilization will be made on a lump sum basis prorated throughout the duration of the project. Thirty percent (30%) of the lump sum amount will be paid for Contractor mobilization in the first payment request and ten percent (10%) of the lump sum amount will be paid for Contractor demobilization in the final payment request. The remainder of the lump sum amount will be paid in equal increments through the scheduled duration of the project. Such payment shall be full compensation for selling and delivering to the Owner all necessary materials, 01150-2 equipment, supplies including installation of all materials, equipment, supplies, all other labor, excavating, filling, permit fees, taxes, mobilization, demobilization, performance and payment bond premiums, insurance, general and administration and other miscellaneous costs, overhead and profit for the project complete except for those costs specifically included in other bid items listed in the Schedule of Bid Items.

2.03 Sediment and Erosion Control (Item 3)

1. Measurement and payment for Sediment and Erosion Control will be made on Each

(EA) basis. Work includes but not limited to the furnishing and installing curb inlet protection per Plan Sheets. If a temporary storage area is utilized, silt fencing will be necessary to inhibit sediment migration. The measures shall consist of monitoring, inspecting, reporting, and maintaining sediment and erosion control measures. During an inspection, if a deficiency is discovered, such deficiency should be corrected immediately. Keep project site in compliance with the permits.

2.04 Sediment (Turbidity) Control (Item 4)

2. Measurement and payment to furnish and install Turbidity Barrier (Sediment Control) will be made on Linear Foot basis. Work includes but not limited to the implementation of turbidity control measures around the work area per Plan Sheets. In accordance with the Standard Manatee Conditions for In-Water Work, post a temporary Manatee Protection sign as shown on Sheet 2 of 2 of the Exhibit. The measures shall consist of monitoring, inspecting, reporting, and maintaining sediment and turbidity control measures. During an inspection, if a deficiency is discovered, such deficiency should be corrected immediately. Keep project site in compliance with the permits.

2.05 Maintenance of Traffic (Item 5)

1. Measurement and payment for Maintenance of Traffic (MOT) will be made on lump sum basis. Such payments shall be full compensation for including but not limited to the construction and maintenance of all essential detour facilities; to provide, install, inspect, and maintain the traffic control and safety devices (including removal of signage and roadway markings, installation of temporary signage and roadway markings) during construction; conduct daily inspections of all traffic control devices; all devices found out of compliance shall be rectified immediately, provide safe movement of vehicular and pedestrian traffic; reconfiguring control devices as needed to facilitate dispatched emergency vehicles. The MOT shall conform to the requirements set forth by the FDOT and the Owner.

2.06 Clearing and Grubbing (Item 6)

1. Measurement and payment for Clearing and Grubbing will be made on lump sum basis. Such payments shall be full compensation for including but not limited to the clearing, grubbing, and disposal of associated debris shown on the Demolition Plan (Sheet C2.0), includes removing and disposal of all concrete docks and boat ramp.

01150-3

2.07 Piling (Furnish & Install) (Item 7)

A. Measurement

1. Measurement for payment shall be to furnish and install 12" SQ Pre-Stressed Concrete 40 Ft Pile to Plan specified elevation, includes pile cap.

B. Payment

1. The payment for providing all labor, equipment, and materials required to set the new concrete piles at grade as specified on the Plans on an each basis.

2.08 Piling (Furnish & Install) (Item 8)

1. Measurement for payment shall be to furnish and install 8" Diameter, 20 Ft S.Y.P Marine Grade Treated Timber Pile, to meet ASTM D25, includes 0.03" pile wrap).

2.09 Piling (Furnish & Install) (Item 9)

1. Measurement for payment shall be to furnish and install 6" Diameter, 30 Ft S.Y.P Marine Grade Treated Timber Pile, to meet ASTM D25, includes 0.03" pile wrap).

2.10 Timber Tending Pier (41 LF), Including all hardware & Railing Construction (Item 10)

1. Measurement for payment for P.T. Pine Timber Tending Pier (41 Ft in Length) will be on a square foot basis.

B Payment

1. Payment will be square foot based compensation for construction of the tending pier, joist, beams, cross members, hardware, connectors, ties and railings as specified on the Plans and in the Specifications. Included in this item is the equipment, materials and labor necessary to complete all tasks to meet City acceptance and shall be ADA compliant and the application of Loctite 271 to all installed through rod bolts.

2.11 Timber Tending Pier (30 LF), Including all hardware & Railing Construction (Item 11)

1. Measurement for payment for P.T. Pine Timber Tending Pier (30 Ft in Length) will be on a square foot basis.

01150-4

1. Payment will be square foot based compensation for construction of the tending pier, joist, beams, cross members, hardware, connectors, ties and railings as specified on the Plans and in the Specifications. Included in this item is the equipment, materials and labor necessary to complete all tasks to meet City acceptance and shall be ADA compliant and the application of Loctite 271 to all installed through rod bolts.

2.12 Floating Concrete Finger Pier (Furnish and Installation) (Item 12)

1. Measurement for payment shall be the Furnish and Installation 7 Ft x 30 Ft Floating Concrete Finger Pier (Bellingham Marine) per the Plans, scope to include pile guides, mooring cleats, and misc. walers and rub strips.

1. The payment for providing all labor, equipment, and materials required to furnish and install the floating concrete finger piers as specified on the Plans and in the Specifications based on an Square Foot basis.

2.13 Aluminum Gangway (5 Ft x 30 Ft) – Furnish and Install (Item 13)

1. Measurement and payment for the new Ravens Marine aluminum gangway will be made on a Lump Sum basis. Work includes but not limited to the installation gangway to wooden Tending Pier as specified on the Plans and in the Specifications.

2.14 9" Thick Concrete Boat Ramp (Item 14)

1. Measurement for payment will be based on a Square Foot basis of 9" Thick Concrete Boat Ramp, including V-Groove Finish, bedding, filter fabric, and reinforcement.

1. Payment will be on a Square Foot based compensation for constructing the 9” thick concrete boat ramp. Includes V-Groove Finish, bedding, filter fabric, and reinforcement per the Plans.

2.15 Concrete Abutment (Item 15)

1. Measurement for payment shall be measured on an Each basis for a 5,500 PSI concrete abutment.

1. The payment for excavation, 57 stone base, forming, reinforcement, placing, curing, backfilling, stabilization, bituminous liner, and connection to as specified on the Plans and in the Specifications based on an Each basis.

2.16 Furnish and Install 6” Diameter Steel Bollard (Item 16)

01150-5

1. Measurement for payment shall be measured on an Each basis for a concrete filled 6” diameter steel bollard.

1. Payment will be each based compensation for furnishing, installing, painting, and marking a concrete filled 6” diameter steel bollard with reflective tape per the Plans, included in this item is the equipment, materials and labor necessary to complete all tasks.

2.17 Educational Signs (Furnish and Install) (Item 17)

1. Measurement and payment to Furnish and Install the Education Signs on a Lump Sum

Basis as shown on the Plans. Work to include signage, signage installation, mounting posts, and mounting hardware.

2.18 Mil and Resurface Asphalt Pavement (Item 18)

1. Measurement for payment to Mil and Resurface the asphalt pavement will be on a square yard basis.

1. Payment will be square yard based compensation for milling and resurfacing the asphalt pavement per the Plans, included in this item is the equipment, materials and labor necessary to complete all tasks to meet City acceptance.

2.19 City Permit (Item 19)

1. Measurement and payment for the cost of the City permits will be made on a Lump Sum basis. Contractor to apply for the necessary permits at the Permits & Licensing Department in City Hall.

Additive Alternate

2.20 Furnish, Place, Program and Maintain Variable Message Sign (Item 20)

1. Measurement and payment to Furnish, Place, Program and Maintain Variable Message Sign on a Monthly Basis. Work to include deploying the variable message sign at least 2-weeks prior to the commencement of construction at the entrance to Seabreeze Park and placement, programing and maintaining operations of the sign.

01300-1

SECTION 01300

SUBMITTALS

1.01 Description of Requirements

A. The types of submittals controlled by these general requirements include shop drawings, product data, samples and miscellaneous work-related submittals. The individual submittal requirements are specified in applicable sections for each unit of work.

B. Unless otherwise noted, each item of submittal shall be submitted to the City for review prior to construction or installation.

1. The City's review is for general conformance with the design concept and Contract Documents.

C. Definitions: The work-related submittals of this section, in addition to the definitions of the General Conditions and elsewhere in the contract documents, are defined as follows:

1. Shop drawings include custom-prepared data of all forms including drawings, diagrams, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information not in standard printed form applicable to other projects.

2. Product data include standard printed information on materials, products and systems; not custom-prepared for this project, other than the designation of selections from available choices.

a. An Agency approved Delivery Ticket per delivery certified by the Batcher and signed by the Contractor that the concrete is produced in accordance with these Specifications and Plans.

3. Operational and Maintenance manuals for project components, may need to contact manufacture for information, for example the required resealing of the treated timber.

4. Samples include both fabricated and unfabricated physical examples of materials, products and work; both as complete units and as smaller portions of units of work; either for limited visual inspection or (where indicated) for more detailed testing and analysis.

5. Miscellaneous submittals related directly to the work (non-administrative) include warranties, guarantees, maintenance agreements, workmanship bonds, project photographs/videos, survey data and reports, physical work records, statements of applicability, quality testing and certifying reports, copies of industry standards, record drawings, operating and maintenance materials, overrun stock, security/protection/safety keys and similar information, devices and materials applicable to the work and not defined as shop drawings, product data or samples.

01400-1

SECTION 1400

QUALITY CONTROL

1.01 Testing Laboratory Services

Arrangements for testing laboratory services will be made by Owner. Payment for testing to show compliance with specified requirements will be paid for by Owner. The cost of retesting when materials and workmanship fail to meet specified requirements will be deducted from monies due Contractor.

1.02 Laboratory Standards

A. Testing laboratories shall conform to the applicable requirements of ASTM E329-77

(1983) STANDARD RECOMMENDED PRACTICE FOR INSPECTION AND TESTING

AGENCIES FOR CONCRETE, STEEL AND BITUMINOUS MATERIALS AS USED IN

CONSTRUCTION and shall be inspected and approved by the ELF/FC&PA Joint Technical Committee, Inc., or by an equivalent recognized national authority.

B. Agents of testing laboratories performing field sampling and field testing of concrete shall be certified by the American Concrete Institute as Concrete Field Testing Technicians Grade 1 or by an equivalent recognized national authority for an equivalent level of competence, or shall be licensed Professional Engineers.

1.03 Access for Inspection

A. Owner, Engineer and their authorized representatives shall be permitted free access and every reasonable facility for the inspection of all Work, materials and equipment. Owner and his authorized representatives shall also be permitted to inspect payrolls, invoices for materials and equipment. Owner and his authorized representatives shall also be permitted to inspect payrolls, invoices for materials and equipment and other relevant data and records.

B. Authorized representatives of Federal, State or local agencies shall be permitted access to inspect for compliance with applicable laws, regulations and permit requirements.

C. On projects where Federal or State agency funding is used, authorized representatives of those agencies shall be permitted to inspect all work, materials, equipment, payrolls, records of personnel, invoices for materials and equipment and other relevant data and records.

1.04 Inspection of Work Away From Site

When work to be done away from the construction site is to be inspected on behalf of Owner during its fabrication, manufacture or testing or before shipment, Contractor shall give notice to Engineer of the time and place where such fabrication, manufacturing, testing or shipping is to be done. Such notice shall be in writing and delivered to Engineer in ample time so that the necessary arrangements for the inspection can be made.

01541-1

SECTION 01541

PROTECTION OF THE WORK AND PROPERTY

1.01 Requirements Included

A. Contractor shall be responsible for taking all precautions, providing all programs, and taking all actions necessary to protect the Work and all public and private property and facilities from damage as specified in the General Conditions and herein.

B. In order to prevent damage, injury or loss, Contractor's actions shall include, but not be limited to, the following:

1. Store apparatus, materials, supplies, and equipment in an orderly, safe manner that will not unduly interfere with the progress of the Work or the Work of any other Contractor or utility service company.

2. Provide suitable storage facilities for all materials which are subject to injury by exposure to weather, theft, breakage, or otherwise.

3. Place upon the Work or any part thereof only such loads as are consistent with the safety of that portion of the Work.

4. Clean up frequently all refuse, rubbish, scrap materials, and debris caused by his operations, to the end that at all times the site of the Work shall present a safe, orderly and workmanlike appearance.

5. Provide barricades and guard rails around openings, for scaffolding, for temporary stairs and ramps, around excavations, elevated walkways and other hazardous areas.

C. Contractor shall not, except after written consent from proper parties, enter or occupy privately-owned land with men, tools, materials or equipment, except on easements provided herein.

D. Contractor shall assume full responsibility for the preservation of all public and private property or facility on or adjacent to the site. If any direct or indirect damage is done by or on account of any act, omission, neglect or misconduct in the execution of the Work by the Contractor, it shall be restored by the Contractor, at his expense, to a condition equal to that existing before the damage was done.

PART 2 PRODUCTS

2.01 Barricades and Warning Signals

A. Where Work is performed on or adjacent to any roadway, right-of- way, or public place, Contractor shall provide barricades, fences, lights, warning signs, danger signals, watchmen, and shall take other precautionary measures for the protection of persons or property and of the Work. Barricades shall be painted to be visible at night. From sunset to sunrise, Contractor shall furnish and maintain at least one light at each barricade. Sufficient barricades shall be erected to keep vehicles from being driven on or into Work under construction. Contractor shall furnish watchmen in sufficient

01541-2 numbers to protect the Work. Contractor's responsibility for the maintenance of barricades, signs, lights, and for providing watchmen shall continue until the Project is accepted by Owner.

PART 3 EXECUTION

3.01 Tree and Plant Protection

A. Contractor shall protect existing trees, shrubs and plants on or adjacent to the site that are shown or designated to remain in place against unnecessary cutting, breaking or skinning of trunk, branches, bark or roots.

B. Materials or equipment shall not be stored or parked within the drip line.

C. Temporary fences or barricades shall be installed to protect trees and plants in areas subject to traffic.

D. Fires shall not be permitted under or adjacent to trees and plants.

E. Within the limits of the Work, water trees and plants that are to remain, in order to maintain their health during construction operations.

F. Cover all exposed roots with burlap that shall be kept continuously wet. Cover all exposed roots with earth as soon as possible. Protect root systems from mechanical damage and damage by erosion, flooding, run-off or noxious materials in solution.

G. If branches or trunks are damaged, prune branches immediately and protect the cut or damaged areas with emulsified asphalt compounded specifically for horticultural use in a manner approved by the Engineer.

H. All damaged trees and plants that die or suffer permanent injury shall be removed when ordered by the Engineer and replaced by a specimen of equal or better quality.

I. Coordinate Work in this Section with requirements of other sections herein.

3.02 Protection of Existing Structures

A. Underground Structures:

1. Underground structures are defined to include, but not be limited to, all sewer, water, gas, irrigation, and other piping, and manholes, chambers, electrical conduits, tunnels and other existing subsurface work located within or adjacent to the limits of the Work.

2. All underground structures known to ENGINEER except water, sewer, electric, and telephone service connections are shown. This information is shown for the assistance of CONTRACTOR in accordance with the best information available, but is not guaranteed to be correct or complete.

3. CONTRACTOR shall explore ahead of his trenching and excavation Work and shall uncover all obstructing underground structures sufficiently to determine their

01541-3 location, to prevent damage to them and to prevent interruption to the services which such structures provide. If Contractor damages an underground structure, he shall restore it to original condition at his expense.

4. Necessary changes in the location of the Work may be made by Engineer, to avoid unanticipated underground structures.

5. If permanent relocation of an underground structure or other subsurface facility is required and is not otherwise provided for in the Contract Documents, Engineer will direct Contractor in writing to perform the Work, which shall be paid for under the provisions of Article 11 of the General Conditions.

B. Surface Structures:

1. Surface structures are defined as all existing buildings, structures and other facilities above the ground surface. Included with such structures are their foundations or any extension below the surface. Surface structures include, but are not limited to, buildings, tanks, walls, bridges, roads, dams, channels, open drainage, piping, poles, wires, posts, signs, markers, curbs, walks and all other facilities that are visible above the ground surface.

C. Protection of Underground and Surface Structures:

1. Contractor shall sustain in their places and protect from direct or indirect injury all underground and surface structures located within or adjacent to the limits of the Work. Such sustaining and supporting shall be done carefully and as required by the party owning or controlling such structure. Before proceeding with the work of sustaining and supporting such structure, Contractor shall satisfy the Engineer that the methods and procedures to be used have been approved by the party owning same.

2. Contractor shall assume all risks attending the presence or proximity of all underground and surface structures within or adjacent to the limits of the Work.

Contractor shall be responsible for all damage and expense for direct or indirect injury caused by his Work to any structure. Contractor shall repair immediately all damage caused by his work, to the satisfaction of the Owner of the damaged structure.

D. All other existing surface facilities, including but not limited to, guard rails, posts, guard cables, signs, poles, markers, and curbs which are temporarily removed to facilitate installation of the Work shall be replaced and restored to their original condition at Contractor's expense.

3.03 Protection of Natural Resources

The natural resources located outside or adjacent to the project area, Upland Temporary Site shall be preserved in their existing condition, to the greatest extent possible. In the event, natural resources are disturbed, damaged or destroyed, they shall be replaced or restored in kind.

Land Resource: If applicable, the Upland Temporary Site is the primary land resources that must be protected during construction. The Upland Temporary Site shall be restored to its original pre-constructions condition. The site shall be finished graded, 01541-4 sodded, watered and fertilized to insure re-establishment of the surface vegetation.

Water Resource: All construction activity shall conform to the Plans and Permit Conditions as outlined within and in Appendix A and Appendix B. The Contractor shall perform the scope of the work without causing adverse impacts to the surface water resource.

Fish and Wildlife Resource: All construction activity shall conform to the Plans and Permit Conditions as outlined within and in Appendix I. The Contractor shall perform the scope of the work without causing adverse impacts to the fish and wildlife resources.

Protection of Air Resource: The Contractor shall preserve air quality to the greatest extent possible. Dust control is required at all times during construction. The Contractor shall use covers or employ wetting to minimize dust control over disturbed areas. All equipment used in conjunction with the project shall meet all current emission standards.

Noise Protection: The Contractor shall minimize construction noise to the greatest extent possible. At a minimum, noise levels shall be maintained below 65 decibels at all times.

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SECTION 01710

CLEANING

1.01 General

A. Execute cleaning, during progress of the Work, at completion of the Work, and as required by General Conditions.

B. Requirements of Regulatory Agencies:

1. In addition to the requirements herein, maintain the cleanliness of the Work and surrounding premises within the Work limits so as to comply with federal, state, and local fire and safety laws, ordinances, codes and regulations.

2. Comply with all federal, state and local anti pollution laws, ordinances, codes and regulations when disposing of waste materials, debris and rubbish.

C. Scheduling of Cleaning and Disposal Operations:

1. So that dust, wash water or other contaminants generated during such operations do not damage or mar painted or finished surfaces.

2. To prevent accumulation of dust, dirt, debris, rubbish and waste materials on or within the Work or on the premises surrounding the Work.

D. Waste Disposal:

1. Dispose of all waste materials, surplus materials, debris and rubbish off the plant site.

2. Do not burn or bury rubbish and waste materials on the plant site.

3. Do not dispose of volatile or hazardous wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains.

4. Do not discharge wastes into streams or waterways.

E. Cleaning Materials:

1. Use only cleaning materials recommended by manufacturer of surface to be cleaned.

2. Use each type of cleaning material on only those surfaces recommended by the cleaning material manufacturer.

3. Use only materials which will not create hazards to health or property.

F. During Construction:

1. Keep the Work and surrounding premises within work limits free of accumulations of dirt, dust, waste materials, debris and rubbish.

01710-2

2. Keep dust generating areas wetted down.

3. Provide suitable containers for storage of waste materials, debris and rubbish until time of disposal.

4. Dispose of waste, debris and rubbish off site at legal disposal areas.

G. When Project is Completed:

1. Remove and dispose of all excess or waste materials, debris, rubbish, and temporary facilities from the site, structures and all facilities.

2. Repair pavement, roads, sod, and all other areas affected by construction operations and restore them to original condition or to minimum condition specified.

3. Remove spatter, grease, stains, fingerprints, dirt, dust, labels, tags, packing materials and other foreign items or substances from interior and exterior surfaces, equipment, signs and lettering.

4. Repair, patch and touch up chipped, scratched, dented or otherwise marred surfaces to match specified finish.

5. Remove paint, clean and restore all equipment and material nameplates, labels and other identification markings.

6. Wash and shine mirrors, glazing and polished surfaces.

7. Clean all floors, slabs, pavements, and ground surfaces.

8. Maintain cleaning until acceptance and occupation by OWNER.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

DIVISION II

PER JANUARY 2024- 2025 FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE

CONSTRUCTION

EARTHWORK AND RELATED OPERATIONS

SECTION 120

EXCAVATION AND EMBANKMENT

120-1 Description.

120-1.1 General: Excavate and construct embankments as required for the roadway, ditches, channel changes and borrow material. Use suitable excavated material or authorized borrow to prepare subgrades and foundations. Construct embankments in accordance with Standard Plans, Index 120-001. Compact and dress excavated areas and embankments.

Meet the requirements of Section 110 for excavation of material for clearing and grubbing and Section 125 for excavation and backfilling of structures and pipe. Material displaced by the storm sewer or drainage structure system is not included in the earthwork quantities shown in the Contract Documents.

The existing surface may be a combination of the following:

1. The original unpaved ground line;

2. The bottom of the existing pavement;

3. The bottom of existing features removed by clearing and grubbing;

4. The bottom of the existing base, if the base is to be removed.

The finished graded surface includes the completed grades of side slopes, unpaved shoulders, and the bottom of the base for flexible or rigid pavement.

120-1.2 Unidentified Areas of Contamination: When encountering or exposing any abnormal condition indicating the presence of contaminated materials, cease operations immediately in the vicinity and notify the Engineer. The presence of tanks or barrels; discolored earth, metal, wood, ground water, etc.; visible fumes; abnormal odors; excessively hot earth;

smoke; or other conditions that appear abnormal may indicate the presence of contaminated materials and must be treated with extreme caution.

Make every effort to minimize the spread of contamination into uncontaminated areas. Immediately provide for the health and safety of all workers at the job site and make provisions necessary for the health and safety of the public that may be exposed to any potentially hazardous conditions. Ensure provisions adhere to all applicable laws, rules or regulations covering potentially hazardous conditions and will be in a manner commensurate with the gravity of the conditions.

The Engineer will notify the District Contamination Impact Coordinator (DCIC) who will coordinate selecting and tasking the Department’s Contamination Assessment/Remediation Contractor (CAR). Provide access to the potentially contaminated area.

Preliminary investigation by the CAR Contractor will determine the course of action necessary for site security and the steps necessary under applicable laws, rules, and regulations for additional assessment and/or remediation work to resolve the contamination issue.

The CAR Contractor will delineate the contamination areas, any staging or holding area required; and, in cooperation with the Prime Contractor and Engineer, develop a work plan that will provide the CAR Contractor’s operations schedule with projected completion dates for the final resolution of the contamination issue.

The CAR Contractor will maintain jurisdiction over activities inside any outlined contaminated areas and any associated staging holding areas. The CAR Contractor will be responsible for the health and safety of workers within the delineated areas. Provide continuous

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access to these areas for the CAR Contractor and representatives of regulatory or enforcement agencies having jurisdiction.

Both Contractors will use the schedule as a basis for planning the completion of both work efforts. The Engineer may grant the Contract Time extensions according to the provisions of 8-7.3.2.

Cooperate with the CAR Contractor to expedite integration of the CAR Contractor’s operations into the construction project. The Prime Contractor is not expected to engage in routine construction activities, such as excavating, grading, or any type of soil manipulation, or any construction processes required if handling of contaminated soil, surface water or ground water is involved. All routine construction activities requiring the handling of contaminated soil, surface water or groundwater will be by the CAR Contractor. Adjustments to quantities or to Contract unit prices will be made according to work additions or reductions on the part of the Prime Contractor in accordance with 4-3.

The Engineer will direct the Prime Contractor when operations may resume in the affected area.

120-2 Classifications of Excavation.

120-2.1 General: The Department may classify excavation specified under this Section for payment as any of the following: regular excavation, subsoil excavation, lateral ditch excavation, and channel excavation.

If the proposal does not show subsoil excavation or lateral ditch excavation as separate items of payment, include such excavation under the item of regular excavation.

If the proposal shows lateral ditch excavation as a separate item of payment, but does not show channel excavation as a separate item of payment, include such excavation under the item of lateral ditch excavation. Otherwise, include channel excavation under the item of regular excavation.

120-2.2 Regular Excavation: Regular excavation includes roadway excavation and borrow excavation, as defined below for each.

120-2.2.1 Roadway Excavation: Roadway excavation consists of the excavation and the utilization or disposal of all materials necessary for the construction of the roadway, ditches, channel changes, etc., except for removal of existing pavement as defined in Section 110.

120-2.2.2 Borrow Excavation: Borrow excavation consists of the excavation and utilization of material from authorized borrow pits, including only material that is suitable for the construction of roadway embankments or of other embankments covered by the Contract.

A Cost Savings Initiative Proposal (CSIP) submittal based on using borrow material from within the project limits will not be considered.

120-2.3 Subsoil Excavation: Subsoil excavation consists of the excavation and disposal of muck, clay, rock, or any other material that is unsuitable in its original position and that is excavated below the existing surface. For pond and ditches that identify the placement of a blanket material, the existing surface is template as the bottom of the blanket material. Subsoil excavation also consists of the excavation of all suitable material within the above limits as necessary to excavate the unsuitable material. Consider the limits of subsoil excavation indicated in the Plans as being particularly variable, in accordance with the field conditions actually encountered.

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The quantity of material required to replace the excavated material and to raise the elevation of the roadway to the bottom of the template will be paid for under embankment or borrow excavation (Truck Measure).

120-2.4 Lateral Ditch Excavation: Lateral ditch excavation consists of all excavation of inlet and outlet ditches to structures and roadway, changes in channels of streams, and ditches parallel to the roadway right-of-way. Dress lateral ditches to the grade and finished graded surface shown in the Plans.

120-2.5 Channel Excavation: Channel excavation consists of the excavation and satisfactory disposal of all materials from within the limits of the channel as shown in the Plans.

120-3 Preliminary Soils Investigations.

When the Plans contain the results of a soil survey, do not assume such data is a guarantee of the depth, extent, or character of material present.

120-4 Removal of Unsuitable Materials and Existing Roads.

120-4.1 Subsoil Excavation: Where muck, rock, clay, or other material within the limits of the roadway is unsuitable in its original position, excavate such material to the depths shown in the Plans as the removal limits or as indicated by the Engineer, and backfill with suitable material. Where the removal of plastic soils is required, meet a construction tolerance, of plus or minus 0.2 foot in depth and plus or minus 6 inches (each side) in width.

120-4.2 Construction over Existing Old Road: Where a new roadway is to be constructed over an old one, completely remove the existing flexible and Portland cement concrete pavement for the entire limits of the width and depth in accordance with Section 110.

Compact disturbed material in accordance with Section 120 or 160, whichever material applies.

If indicated in the Plans, remove the existing base in accordance with Section 110.

120-5 Disposal of Surplus and Unsuitable Material.

120-5.1 Ownership of Excavated Materials: Dispose of surplus and excavated materials as shown in the Plans or, if the Plans do not indicate the method of disposal, take ownership of the materials and dispose of them outside the right-of-way.

120-5.2 Disposal of Muck on Side Slopes: As an exception to the provisions of 120-5.1, when approved by the Engineer, in rural undeveloped areas, the Contractor may place muck (A-8 material) on the slopes, or store it alongside the roadway, provided there is a clear distance of at least 6 feet between the roadway grading limits and the muck, and the Contractor dresses the muck to present a neat appearance. In addition, the Contractor may also dispose of this material by placing it on the slopes in developed areas where, in the opinion of the Engineer, this will result in an aesthetically pleasing appearance and will have no detrimental effect on the adjacent developments. Where the Engineer permits the disposal of muck or other unsuitable material inside the right-of-way limits, do not place such material in a manner which will impede the inflow or outfall of any channel or side ditches. The Engineer will determine the limits adjacent to channels within which such materials may be disposed.

120-5.3 Disposal of Paving Materials: Unless otherwise noted, take ownership of paving materials, such as paving brick, asphalt block, concrete slab, sidewalk, curb and gutter, etc., excavated in the removal of existing pavements, and dispose of them outside the right-of-way. If the materials are to remain the property of the Department, place them in neat piles as directed. Existing base materials that are removed may be incorporated in the stabilized portion

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of the subgrade in accordance with Section 160. If the construction sequence allows, incorporate all existing base material into the project as allowed by the Contract Documents.

120-5.4 Disposal Areas: Where the Contract Documents require disposal…