Exhibit_F-_P-5852_SPEC_PACKAGE.pdf

VOLUSIA COUNTY

ROADWAY

TECHNICAL SPECIFICATIONS

Revised July 29, 2026

SPECIFICATIONS PACKAGE

PROJECT NUMBER: P-5852

BERESFORD AVE. EXTENSION FROM

1,175-FT EAST OF MARTIN LUTHER KING JR BELTWAY TO SR-44

I hereby certify that this Technical Specifications Package has been prepared by me.

This item has been digitally signed and sealed by _Tyler J. Malmborg, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Date: 7/29/2026 Florida PE License No.: 75630 Firm/Agency Name: Newkirk Engineering, Inc.

Firm/Agency Address: 1230 North US-1, Suite 3 City, State, Zip Code: Ormond Beach, FL 32174

Page(s): 1-8

Contents

SPECIAL PROVISIONS AND TECHNICAL SPECIFICATIONS

1. Definitions (Replaces select definitions from FDOT Specification Section 1-3)

2. Method of Payment / Basis of Payment (This applies to any and all Method of Payment or Basis of Payment throughout the FDOT Specifications or Basis of Estimates)

3. Mobilization / Demobilization (Replaces FDOT Specification Section 101, Mobilization, in its entirety)

4. Maintenance of Traffic and Dust Abatement (Replaces FDOT Specification Section 102-13, MOT Basis of Payment)

5. Clear and Grubbing (Modifies FDOT Specification Section 110-12.8, Clearing and Grubbing Payment Items)

6. Excavation and Embankment (Modifies FDOT Specification Section 120-14.4, Excavation and Embankment Payment Items)

7. Optional Base Course (Replaces FDOT Specification Section 285-2, Optional Base Course Materials)

8. Superpave Asphalt Concrete (Modifies FDOT Specification Section 334-2.3)

9. Storm Drain Pipe (Modifies FDOT Specification Section 430-2.1 to remove CMP option)

SPECIAL PROVISIONS AND TECHNICAL SPECIFICATIONS

Divisions II and III of the Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction in effect at the time of project bid opening will apply to this project, with the exception of the following revisions and any other changes, modifications and/or amendments that are included in the Contract Documents.

1. Definitions (Replaces select definitions from FDOT Specification Section 1-3)

1.1. Department – shall be redefined as “The County of Volusia”

1.2. Engineer – shall be redefined as “The Volusia County Engineer”

Note: In order to avoid cumbersome and confusing repetition of expressions in these Specifications, it is provided that whenever anything is, or is to be done, if, as, or, when, or where “acceptable, accepted, approval, approved, authorized, condemned, considered necessary, contemplated, deemed necessary, designated, determined, directed, disapproved, established, given, indicated, insufficient, ordered, permitted, rejected, required, reserved, satisfactory, specified, sufficient, suitable, suspended, unacceptable, or unsatisfactory,” it shall be understood as if the expression were followed by the words “by the Engineer,” “to the Engineer,” or “of the Engineer.”

1.3. Secretary – shall be redefined as “The Volusia County Manager, acting directly or through an assistant or other representative authorized by him/her.”

2. Method of Payment / Basis of Payment (This applies to any and all Method of Payment or Basis of Payment throughout the FDOT Specifications or Basis of Estimates)

2.1. The units of measurement and the method/basis of payment shall be based upon those units as indicated in the Bid Schedule/Bid Tabulation. Such prices and payments shall be full compensation for performing all work necessary to complete the entire project.

2.2. The spread rate pay adjustments 334-7 Method of Measurement for Superpave Asphalt Concrete and 337-11 Method of Measurement for Asphalt Concrete Friction Courses which specifies payment will be actual placed and accepted tonnage for the plan area, with a maximum of ±5% adjustment for spread rate shall apply. All other pay adjustments, incentives/disincentives, bonuses, penalties, and any other adjustment of unit price referenced in FDOT specifications shall all be excluded.

2.3. References within FDOT Standard Specifications for "Verification Testing (VT)" and "Resolution Testing (RT)" purposes are to be excluded. No separate VT/RT samples will be required for project materials.

2.4. References within FDOT Standard Specifications for "Verification Testing (VT)" and "Resolution Testing (RT)" purposes are to be excluded. Only Contractor Quality Control (CQC) sampling will be required for project materials, however the CEI Engineer may perform field VT at their sole discretion and expense, following FDOT standard practices.

3. Mobilization / Demobilization (Replaces FDOT Specification Section 101, Mobilization, in its entirety)

3.1. Mobilization and Demobilization includes any and all preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, and sanitary and other facilities.

3.2. This item includes the costs of bonds and any required insurance and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials.

3.3. This item shall include the costs of obtaining all required permits, including the National

Pollutant Discharge Elimination System permit, and any preconstruction expense necessary for the start of the work, excluding the cost of construction materials.

Permitting costs shall include preparing the necessary application packages, permit application fees and all work necessary to obtain the permits in a timely manner.

3.4. Pre-Construction Video: A pre-construction video shall be provided to the County that covers all aspects of existing project area including adjacent houses, driveways, mailboxes, roadways, drainage structures and other adjacent items to the full extent of this project including any MOT that extends beyond the limits shown on the plans.

3.5. Project Signs: The Contractor shall install under the County’s direction, signs conforming to the Specifications and sample provided in the General Conditions, as supplied by the County. The signs shall be the property of the Contractor for the duration of the project and shall be maintained by the Contractor to the satisfaction of the County Engineer. The Contractor shall be responsible for the relocation of the signs during the progress of construction as directed by the County Engineer. Contractor shall be responsible for removal of signs as appropriate at the end of each phase of construction and/or at the end of the project.

3.5.1. Project Sign Location:

3.5.1.1. At Locations designated by the County Engineer.

3.5.1.2. Within Right-of-Way.

3.5.1.3. To be highly visible.

3.5.1.4. At a position which will not obstruct pedestrian or vehicular traffic.

3.5.1.5. At a location where they will not be a roadside hazard.

3.5.2. Project Sign Construction:

3.5.2.1. The project signs shall be constructed of wood or other substantial material (3’ x 4’ exterior grade plywood sheet with pressure treated 4" x 4" support posts and 2"x 4" cross braces if necessary).

3.5.2.2. The sign face shall be four feet horizontal by three feet vertical with four feet of clearance from the bottom of the sign face to ground for a total eight feet of sign height.

3.5.2.3. Upon completion of the contract, the Contractor shall remove and dispose of the sign and supports and restore the site to the satisfaction of the County Engineer.

3.5.3. Project Sign Face Preparation:

3.5.3.1. The background shall be white

3.5.3.2. The lettering shall be black.

3.6. Basis of Payment

3.6.1. The mobilization efforts and incidental costs under this Section will be paid for at the contract Lump Sum price for the item of Mobilization.

3.6.2. Payments will be no more than 25% of the contract Mobilization price in any one month.

3.6.3. In no event shall more than 25% of the contract Mobilization price be paid prior to commencing construction on the project site.

4. Maintenance of Traffic and Dust Abatement (Replaces FDOT Specification Section 102-13, MOT Basis of Payment)

4.1. MOT / TTC shall be paid as a single Lump Sum and shall include all efforts to maintain and/or temporarily control traffic consistent with FDOT standards and the contract documents including but not limited to temporary detours and diversions; temporary material for continuous driveway access; temporary facilities, features and separators;

flaggers; traffic officers; temporary signals, equipment, cones, barricades, and barrels;

work zone signs; barrier walls; barricades; high intensity flashing lights; other lighting;

temporary pavement; portable changeable (variable) message signs; temporary pavement markings; temporary paint; access for residences and businesses; coordination with emergency and school service providers; creation and maintenance of a stable and drivable surface; maintenance of ADA pedestrian compliance; and coordination with affected parties.

4.2. MOT / TTC also includes the construction and maintenance of any necessary detour facilities; the furnishing, installation and maintenance of traffic control and safety devices during construction; daily inspections of the traffic control devices (including nighttime inspections); replacement of all equipment and devices found not to be conforming with approved standards during the inspection; the control of dust, and any other special requirements for safe and expeditious movement of traffic as may be called for on the plans. The term “Maintenance of Traffic” shall include all such facilities, devices, and operation as are required for the safety and convenience of the public as well as for minimizing public nuisance; all as required by the FDOT and the County. This work shall also consist of the removal of existing pavement markings necessary in order to implement traffic control; temporary signs; and the removal or relocation of existing signs in order to implement traffic control. This item also includes any adjustments necessary to the traffic control devices under emergency conditions.

4.3. The Lump Sum price includes items listed in the contract, including all General

Conditions, Special Conditions and Technical Provisions, including all items of work described herein, in the plans. Payment for all Contractor associated costs for MOT / TTC will be made at the Lump Sum Price Bid.

4.4. Payment for MOT / TTC shall be made in equal monthly payments over the duration of the original contract, with the total not to exceed that in the Bid.

5. Clear and Grubbing (Modifies FDOT Specification Section 110-12.8, Clearing and Grubbing

Payment Items)

5.1. All Clearing and Grubbing Payment items, 110-xx, shall be combined and paid under 110-1 as a Lump Sum.

6. Excavation and Embankment (Modifies FDOT Specification Section 120-14.4, Excavation and Embankment Payment Items)

6.1. All Excavation and Embankment Payment Items, 120-x, shall be paid as a Lump Sum.

7. Optional Base Course (Replaces FDOT Specification Section 285-2, Optional Base Course Materials) Meet the material requirements as specified in the Section covering the particular type of base to be constructed.

Graded Aggregate ...............................................Section 204 Asphalt ................................................................Section 234 Reclaimed Asphalt Pavement (RAP)* .................Section 283 Limerock .............................................................Section 911 Shell Base ............................................................Section 911 Cemented Coquina ..............................................Section 911 Recycled Concrete Aggregate (RCA) ...................Section 911 *Only for use on non-traffic bearing applications.

8. Superpave Asphalt Concrete (Modifies FDOT Specification Section 334-2.3)

8.1.1. Replace FDOT Specification Section 334-2.3.1 with the following:

Reclaimed Asphalt Pavement (RAP) may be used as a component of the asphalt mixture subject to the following requirements:

1. Under no circumstances shall any Superpave asphalt mixes contain more than 30% RAP material.

2. When using a PG 76-22 asphalt binder, limit the amount of RAP material used in the mix to a maximum of 20% by weight of total aggregate. As an exception, amounts greater than 20% RAP by weight of total aggregate can be used if no more than 20% by weight of the total asphalt binder comes from the RAP material. RAP is not allowed in mixtures containing High Polymer asphalt binder. High Polymer asphalt is defined in Section 916. 2.

3. Assume full responsibility for the design, production and construction of asphalt mixes which incorporate RAP as a component material.

4. Use RAP from a Department approved stockpile or millings from a Department project. Provide stockpiled RAP material that is reasonably consistent in characteristics and contains no aggregate particles which are soft or conglomerates of fines.

5. Provide RAP material having a minimum average asphalt binder content of 4.0% by weight of RAP. As an exception, when using fractionated RAP, the minimum average asphalt binder content for the coarse portion of the RAP shall be 2.5% by weight of the coarse portion of the RAP. The coarse portion of the RAP shall be the portion of the RAP retained on the No. 4 sieve. The Engineer may sample the stockpiles to verify that this requirement is met.

8.1.2. Replace FDOT Specification Table 334-1 with the following:

Table 334-1 Asphalt Binder Grade for Mixes

Percent RAP Asphalt Binder Grade

0 – 15 PG 67-22

16 – 30 PG 58-22 or PG 52-28 > 30 > 30% RAP is Not Allowed

9. Storm Drain Pipe (Modifies FDOT Specification Section 430-2.1 to remove CMP option)

9.1. Replace FDOT Specification Section 430-2.1, Materials, with the following:

Meet the following requirements:

Concrete Pipe .........................................................................Section 449 Steel Pipe ................................................................................Section 556-2.1 Round Rubber Gaskets ...........................................................Section 942 Resilient Connectors* .............................................................Section 942 Corrugated Polyethylene Pipe ................................................Section 948 Steel Reinforced Polyethylene Ribbed Pipe ...........................Section 948 Corrugated Polypropylene Pipe .............................................Section 948 Corrugated Polyvinyl Chloride (PVC) Pipe ..............................Section 948 Fiberglass Reinforced Polymer Pipe .......................................Section 948 Liner Repair Systems ..............................................................Section 948

*Use resilient connector products listed on the Department’s Approved Product List (APL)

THIS COMPLETES THIS SPECIFICATIONS PACKAGE