Waterfront Resiliency Seawall Segment One

DESIGN TECHNICAL SPECIFICATIONS
CITY OF FERNANDINA BEACH
WATERFRONT RESILIENCY SYSTEM SEGMENT 1
NASSAU COUNTY, FL
June 19, 2026

SECTION DESCRIPTION
TABLE OF CONTENTS
DIVISION 1: GENERAL REQUIREMENTS
011000 Summary of Work
012200 Unit Prices
012500 Substitution Procedures
012600 Contract Modification Procedures
012900 Payment Procedures
013100 Project Management and Coordination
013200 Construction Progress Documentation
013233 Photographic Documentation
013300 Submittal Procedures
014000 Quality Requirements
014200 References
015000 Temporary Facilities and Controls
015010 Protection of Existing Structures
016000 Product Requirements
017300 Execution
017419 Construction Waste Management and Disposal
017700 Closeout Procedures
017839 Project Record Documents
DIVISION 2: EXISTING CONDITIONS
024100 Demolition
DIVISION 3: CONCRETE
031000 Concrete Forming and Accessories
031500 Concrete Joints and Accessories
032100 Reinforcing Steel
033000 Cast-in-Place Concrete
033900 Concrete Curing
DIVISION 5: METALS
050523 Welding
051000 Structural Steel and Miscellaneous Metals
DIVISION 8: OPENINGS
083473 Flood Barriers
DIVISION 9: FINISHES
099713 Coating of Steel Waterfront Structures

SECTION DESCRIPTION
DIVISION 31: EARTHWORK
310000 Earthwork
311000 Site Clearing
314116 SSP Bulkhead
END OF DIRECTORY

Project No. 142806004
June 19, 2026
SECTION 01 10 00
SUMMARY
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Phased construction.
4. Work performed by Owner.
5. Work under Owner's separate contracts.
6. Future work not part of this Project.
7. Contractor's use of site and premises.
8. Coordination with occupants.
9. Work restrictions.
10. Specification and Drawing conventions.
11. Miscellaneous provisions.
B. Related Requirements:
1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures
governing temporary use of Owner's facilities.
2. Section 017300 "Execution" for coordination of Owner-installed products.
1.3 PROJECT INFORMATION
A. Project Identification: City of Fernandina Beach Waterfront Resiliency System Segment One.
1. Project Location: Fernandina Beach, FL, Section 17, Township 03 N, Range 28 E.
B. Owner: City of Fernandina Beach.
1. Owner's Representative: Glenn Akramoff
a. Email:gakramoff@fbfl.city
b. Phone: (904) 310-3105
C. Engineer: Kimley-Horn and Associates, Inc.
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Project No. 142806004
June 19, 2026
1. Engineer's Representative: Cory T. Salt, P.E.
a. Email:cory.salt@kimley-horn.com
b. Phone: (561) 840-0844
D. Engineer's Consultants: Engineer has retained the following design professionals, who have
prepared designated portions of the Contract Documents:
1. Surveyor: Olin Hydrographic Solutions, Inc.
a. Address: 2900 Calusa St Miami, FL 33133
b. Phone: (305) 619-2800
2. Subsurface Utility Survey: DRMP Inc.
a. Address: 8001 Belfort Parkway, Suite 200 Jacksonville, FL 32256
b. Phone: (904 641-0123
3. Geotechnical Engineering: Meskel & Associates Engineering
a. Address: 3728 Philips Highway, Suite 208 Jacksonville, FL 32207
b. Phone: (904) 519-6990
4. Quality Control: Engenuity Infrastructure
a. Address: 2 Bridge Avenue, Suite 323 Red Bank, NJ 07701
b. Phone: (732) 741-3176
E. Web-Based Project Software: Project software will be used for purposes of managing
communication and documents during the construction stage.
1. See Section 013100 "Project Management and Coordination" for requirements for using
web-based Project software.
1.4 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents and includes, but is not limited to,
the following:
1. The Work includes construction of Segment 1 of the waterfront resiliency system,
including installation of a steel sheet pile resiliency wall and associated utility, drainage,
and roadway improvements. Work requires coordination with existing utilities and
drainage features.
The Work generally consists of, but is not limited to, the following:
* Abandonment of existing watermain in place by grouting.
* Removal and replacement of two existing pipe culverts.
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Project No. 142806004
June 19, 2026
* Installation of approximately 613 linear feet (LF) of steel sheet pile resiliency
wall.
* Installation of approximately 620 linear feet (LF) of new watermain.
* Minor regrading and earthwork within the existing ditch to accommodate pro-
posed improvements.
* Removal and replacement of approximately 11,050 square feet (SF) of asphalt
roadway.
* All other labor, materials, equipment, and incidentals necessary to complete the
Work as shown in the Drawings.
See Section 012200 "Unit Prices" for additional requirements, definitions, and measure-
ment provisions associated with individual Work items.
B. Type of Contract:
1. Project will be constructed under a single prime contract.
1.5 CONTRACTOR'S USE OF SITE AND PREMISES
A. Restricted Use of Site: Contractor shall have limited use of Project site for construction
operations as indicated on Drawings by the Contract limits and as indicated by requirements of
this Section.
B. Limits on Use of Site: Limit use of Project site to Work in areas indicated. Do not disturb
portions of Project site beyond areas in which the Work is indicated.
1. Driveways, Walkways, and Entrances: Keep driveways and entrances serving premises
clear and available to Owner, Owner's employees, and emergency vehicles at all times.
Do not use these areas for parking or for storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances by construction
operations.
b. Schedule deliveries to minimize space and time requirements for storage of
materials and equipment on-site.
C. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and
hardscaping affected by construction operations throughout construction period. Repair damage
caused by construction operations.
1.6 COORDINATION WITH OCCUPANTS
A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period,
with the exception of areas under construction. Cooperate with Owner during construction
operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to
interfere with Owner's operations.
1. Maintain access to existing walkways, roads, and other adjacent occupied or used
facilities as required by Owner. Do not close or obstruct walkways, roads, or other
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Project No. 142806004
June 19, 2026
occupied or used facilities without prior notice and written permission from Owner and
authorities having jurisdiction.
2. Provide not less than 72 hours notice to Owner of activities that will affect Owner's
operations.
1.7 WORK RESTRICTIONS
A. Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets, work on public streets, rights of way,
and other requirements of authorities having jurisdiction.
B. On-Site Work Hours: Limit work to between 7:00am to 5:00pm, Monday through Friday,
unless otherwise indicated. Work hours may be modified to meet Project requirements if
approved by Owner and authorities having jurisdiction.
1. Weekend Hours: Limit work on weekends between 7:00am to 4:00pm. Weekend work
may not be scheduled if a major event is scheduled at the adjacent park. Coordinate all
weekend work with Owner.
2. Early Morning Hours: Construction may begin at 7 am.
3. Hours for Utility Shutdowns: Coordinate with Owner.
4. Hours for Pile Driving: 7:00am - 4:00pm.
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or
others unless permitted under the following conditions and then only after arranging for
temporary utility services according to requirements indicated:
1. Notify Owner not less than three (3) days in advance of proposed utility interruptions.
2. Obtain Owner's written permission before proceeding with utility interruptions.
D. Noise, Vibration, Dust, and Odors: Coordinate operations that may result in high levels of noise
and vibration, dust, odors, or other disruption to Owner occupancy with Owner.
1. Notify Owner not less than three (3) days in advance of proposed disruptive operations.
2. Obtain Owner's written permission before proceeding with disruptive operations.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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Project No. 142806004
June 19, 2026
SECTION 012200
UNIT PRICES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for unit prices.
B. Related Requirements:
1. Section 012600 "Contract Modification Procedures" for procedures for submitting and
handling Change Orders.
1.3 DEFINITIONS
A. Unit price is a price per unit of measurement for materials, equipment, or services, or a portion of
the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope
of Work or estimated quantities of Work required by the Contract Documents are increased or
decreased.
1.4 PROCEDURES
A. Unit prices include all necessary material, plus cost for delivery, installation, insurance,
applicable taxes, overhead, and profit.
B. Measurement and Payment: See individual Specification Sections for work that requires
establishment of unit prices. Methods of measurement and payment for unit prices are specified
in those Sections.
C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use
of established unit prices and to have this work measured, at Owner's expense, by an independent
surveyor acceptable to Contractor.
D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections
referenced in the Part 3 "Schedule of Unit Prices" Article contain requirements for materials
described under each unit price.
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Project No. 142806004
June 19, 2026
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 SCHEDULE OF UNIT PRICES
A. Unit Price No. 1: Sidewalk Demolition
1. Description: Removal and disposal of existing sidewalk, including sawcutting, removal of
base material as required, loading, hauling, and lawful disposal, in accordance with Section
024100 "Demolition." Work includes all labor, materials, equipment, and incidentals
required to remove existing sidewalk.
2. Unit of Measurement: Lump sum (LS) of sidewalk removal.
B. Unit Price No. 2: Roadway Demolition
1. Description: Removal and disposal of existing asphalt pavement, including sawcutting,
breaking, removal of base material as required, excavation, loading, hauling, and lawful
disposal, in accordance with Section 024100 "Demolition." Work includes all labor,
materials, equipment, and incidentals required to remove existing roadway.
2. Unit of Measurement: Square yard (SY) of roadway removed.
C. Unit Price No. 3: Corrugated Plastic Pipe Demolition
1. Description: Removal and lawful disposal of existing corrugated plastic pipe, including
excavation and bedding removal as required. Work includes all labor, materials,
equipment, and incidentals required to remove existing corrugated plastic pipes.
2. Unit of Measurement: Lump Sum (LS) of corrugated plastic pipe removal.
D. Unit Price No. 4: Existing Watermain Grouting
1. Description: Abandonment of existing watermain in place by pressure grouting, including
preparation of the existing pipe, installation of plugs, furnishing and placement of grout,
and sealing of all pipe ends and connections. Work includes all labor, materials, equipment,
and incidentals required to fill the existing pipe and appurtenances.
2. Unit of Measurement: Lump sum (LS) for existing watermain grouting.
E. Unit Price No. 5: Steel Sheet Pile Wall
1. Description: Furnish and install steel sheet pile wall system including sheet piles, coatings,
pile driving, cutting, welding, alignment, reinforced concrete cap, FDOT style guardrail,
and all necessary appurtenances required to complete the wall. Work includes all labor,
materials, templates, equipment, and incidentals required to install the resiliency wall. All
work shall be in accordance with Section 314116 "Steel Sheet Pile Bulkhead."
2. Unit of Measurement: Linear foot (LF) of wall installed.
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Project No. 142806004
June 19, 2026
F. Unit Price No. 6: New 8" Watermain
1. Description: Furnish and install 8" watermain including pipe, fittings, valves, connections,
flushing hydrants, thrust blocks, bedding, excavation, backfill, compaction, testing,
disinfection, and connections to existing systems. Work includes all labor, materials,
equipment, and incidentals required to install the new watermain.
2. Unit of Measurement: Linear foot (LF) of pipe installed.
G. Unit Price No. 7: New 24" RCP Outfall Pipes
1. Description: Furnish and install 24" RCP pipes and manatee grates including excavation,
bedding, jointing, backfill, compaction, restoration of disturbed areas, and anchorage.
Work includes all labor, materials, equipment, and incidentals required to install the RCP
pipes.
2. Unit of Measurement: Linear foot (LF) of pipe installed.
H. Unit Price No. 8: Check Valves
1. Description: Furnish and install check valves including all fittings, appurtenances,
connections, and testing. Work includes all labor, materials, equipment, and incidentals
required to install the check valves.
2. Unit of Measurement: Each (EA) check valve installed.
I. Unit Price No. 9: New Roadway Section
1. Description: Construction of roadway section including subgrade preparation, base course,
compaction, and asphalt pavement. Work includes all labor, materials, equipment, and
incidentals required to construct new roadway.
2. Unit of Measurement: Square yard (SY) of roadway constructed.
J. Unit Price No. 10: Hydroplanks
1. Description: Furnish and install hydroplank system, including planks, framing, fasteners,
brackets, supports, anchorage, and all required hardware. Includes delivery, handling,
installation, cutting, fitting, and adjustments necessary to provide a complete system in
place. Work includes all labor, materials, equipment, and incidentals required to install
hydroplank system. All work shall be in accordance with Section 083473 "Flood Barriers."
2. Unit of Measurement: Lump sum (LS) for installed hydroplank system.
K. Unit Price No. 11: Ditch Earthwork
1. Description: Ditch earthwork including minor regrading, excavation, shaping, and
trimming of the ditch to the lines and grades shown on the Drawings. Includes removal of
unsuitable material as required, placement of excavated or imported material, compaction,
and restoration of disturbed areas. Work includes all labor, materials, equipment, and
incidentals required to provide a complete and stable ditch section.
2. Unit of Measurement: Lump sum (LS) for ditch earthwork.
END OF SECTION
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