Exhibit_E_-_Technical_Specifications_27-B-09CW.pdf

Technical Specifications

Roadway Improvements

Tomoka Farms Landfill

Volusia County

1990 Tomoka Farms Road

Port Orange, FL 32128

10150 Highland Manor Dr Ste. 320

Tampa, FL 33610

(813) 621-0080

09219088.13 | May 2026

T e c h n i c a l S p e c i f i c a t i o n s R o a d w a y I m p r o v e m e n t s

T O M O K A F A R M S L A N D F I L L V O L U S I A C O U N T Y , F L O R I D A

Submitted to:

Volusia County Solid Waste Management Division

1900 Tomoka Farms Rd.

Port Orange, Fl 32128

Prepared by:

SCS ENGINEERS

10150 Highland Manor Dr Ste. 320

Tampa, FL 33610

(813) 621-0080

May 2026 File No. 09219088.13

Emily G. Prosser, P.E.

FL P.E. No. 91025

This item has been digitally signed and sealed by Emily Prosser on the date adjacent to the seal.

Signature must be verified on any electronic copies.

VOLUSIA COUNTY TECHNICAL SPECIFICATIONS

TOMOKA FARMS LANDFILL ROADWAY IMPROVEMENTS Page 1

Division 1 (APPLIES TO BID PLAN SET SHEETS 1-11)

01010 Summary of Work

01025 Measurement and Payment

01050 Site Conditions Surveys

01070 Abbreviations and Definitions

01200 Project Meetings

01300 Contractor Submittals

01311 Construction Schedule

01400 Quality Control

01500 Temporary Facilities

01505 Mobilization and Demobilization

01530 Protection of Existing Facilities

01568 Temporary Erosion and Sedimentation Control

01600 Materials and Equipment

01700 Contract Completion, Start-up, and Closeout

01800 Health and Safety Requirements

01900 Permits

Division 2 (APPLIES TO BID PLAN SET SHEETS 1-11)

02110 Site Clearing, Grubbing, and Stripping

02140 Dewatering

02220 Excavation, Backfill, Fill, and Grading

02315 Trenching and Backfilling

02900 Seeding and Sodding

Division 3 (APPLIES TO BID PLAN SET SHEETS 1-11)

03300 Cast-in-Place Concrete

03410 Precast Concrete Structures

108800 Truck Scales (APPLIES TO BID PLAN SHEETS 1.0, 1.1, S-1, S-2, S-3, S-4, S-5, ST-1, ST-2, ST-

3, E-0, AND E-1)

Division 27 (APPLIES TO BID PLAN SHEETS E-0 AND E-1)

27 00 00 Communications

VOLUSIA COUNTY TECHNICAL SPECIFICATIONS

TOMOKA FARMS LANDFILL ROADWAY IMPROVEMENTS Page 2

27 10 00 Structured Cabling

27 20 00 Data Communications

27 30 00 Voice Communications

27 40 00 Distributed Communications

Equipment Specification and Kiosk Workflow by Integrity Controls (Scale Instrumentation Vendor)

VOLUSIA COUNTY SUMMARY OF WORK

SOUTHEAST EXPANSION AREA ROADWAY IMPROVEMENTS 5/1/2026

01010-1

SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. The WORK for this CONTRACT consists of the expansion and signage improvements of the travel lanes to the Tomoka Farms Road Landfill Southeast Expansion Area (S.E.A.)

located in Volusia County, Florida, construction of a gravel maintenance road south of the maintenance building, asphalt paving around Cell 1, and adding a new outbound truck scale, bypass lane, and retaining wall (PROJECT). The WORK to be performed by the CONTRACTOR consists of, but is not limited to, furnishing all labor, materials, equipment, tools, transportation, incidentals and operations, and performing all WORK necessary to complete the PROJECT in accordance with the CONTRACT DRAWINGS and

SPECIFICATIONS.

B. All incidental, minor, and miscellaneous labor, materials, and WORK items not specified or shown, but are necessary to complete the indicated WORK and maintain and repair the WORK, or which may be reasonably implied to include, shall be completed and furnished by the CONTRACTOR without additional cost to the OWNER.

C. The WORK for the PROJECT includes, but is not limited to, excavation and grading, dewatering as deemed necessary by the CONTRACTOR, preparation of a subbase, installation of asphalt, rigid concrete pavement, and limerock roadways, structural concrete foundations for a bypass scale and kiosk, signage and striping, retaining wall, and installation of all required electrical service for support infrastructure, system start-up and personnel training, associated quality assurance testing, and all related WORK as shown on the CONTRACT DRAWINGS and as specified in the CONTRACT DOCUMENTS.

1.2 CONSTRUCTION SEQUENCING

A. Roadway Improvements to S.E.A., and Cell 1 Paving

1. All BMPs to be installed before land disturbing activities or demolition are performed.

2. Install sediment control barrier in areas dedicated for stockpiles of excavated material to be saved in accordance with the SPECIFICATIONS.

3. Install appropriate traffic controls prior to constructing.

4. CONTRACTOR to field verify all existing utility locations prior to WORK The CONTRACTOR shall immediately stop WORK and notify the ENGINEER if unidentified utility is discovered.

5. Construct new roadway.

01010-2

6. Resurface vegetation areas upon completion of construction activities per the drawings and technical specifications.

7. Re-establish vegetation areas upon completion of construction activities per the CONTRACT DRAWINGS and SPECIFICATIONS.

B. Bypass lane & scale (earthwork, scale foundation, and paving)

1. See CONTRACT DRAWINGS SHEET 1.0, 1.1, S-1, S-2, S-3, S-4, S-5, ST-1, ST-2

C. Bypass lane & scale (earthwork, scale foundation, and paving)

1. See CONTRACT DRAWINGS SHEET E-0 and E-1

D. Cell 1 Road Paving

1. See CONTRACT DRAWINGS SHEET 10-11

1.3 WORK BY OTHERS

A. WORK may be conducted at the PROJECT site by other contractors during the performance of the WORK under this CONTRACT. The CONTRACTOR shall conduct its operations to minimize interference of other contractors and shall cooperate fully with such contractors and the PROJECT representatives to provide continued safe access to perform their respective contracts and normal landfill operations.

B. The CONTRACTOR is responsible for being aware that the WORK will occur at an active landfill, where additional construction activities, including roadway entrance improvements, may also be in progress.

C. WORK is to be sequenced to accommodate work with other contractors on site or OWNER. WORK shall be sequenced in order to prevent disruption of leachate forcemain, landfill activities, or other critical operations of the landfill.

1.4 CONTRACTOR USE OF PREMISES

A. No later than 14 calendar days after notice-to-proceed, the CONTRACTOR shall arrange with the OWNER a sequence of procedures, means of access, space for storage of materials and equipment, and use of approaches and roadways. The CONTRACTOR'S use of the premises shall be confined to the areas approved by the OWNER.

B. The land available for the CONTRACTOR’S use during performance of the PROJECT will be determined during the pre-construction meeting with the coordination of the OWNER and

CONTRACTOR.

C. Smoking is prohibited at the landfill.

D. The CONTRACTOR shall not dispose of any refuse on site without approval of the OWNER and in accordance with Section 02220 Excavation, Backfill, Fill, and Grading.

01010-3

E. Areas outside the limits of construction that have been disturbed by the CONTRACTOR shall be returned to its original condition, or better, upon completion of the WORK at no additional cost to the OWNER.

F. The CONTRACTOR shall be aware of the nature of the activities at a landfill which may restrict access to portions of the site due to general landfill operations.

G. The CONTRACTOR shall enforce safety procedures to minimize hazards to workers, the public, and the environment.

1.5 WORK HOURS

A. Regular working hours are defined as up to 10 hours per day, Monday through Saturday, beginning no earlier than 7:00 a.m. and ending no later than 5:00 p.m., excluding Sundays and OWNER observed Holidays.

B. Construction Quality Assurance (CQA) shall be the responsibility of the OWNER and CQA CONSULTANT who will act as the OWNER'S representative. The CQA CONSULTANT is a party independent of the CONTRACTOR, and is responsible for field testing, observing, and documenting activities related to the construction and/or permit documents. The CQA CONSULTANT will provide a full-time CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE (CQAR) who will observe construction activities.

C. Requests for approval by the CONTRACTOR to work other than regular working hours must be submitted to the OWNER and ENGINEER at least 48 hours prior to any proposed weekend WORK or extended workweek hours.

D. Periodic unscheduled WORK hours on weekdays will be permitted provided that 48 hours notice is provided to the OWNER and ENGINEER. Maintenance and cleanup may be performed during hours other than regular working hours.

E. The CONTRACTOR will be responsible for reimbursing the OWNER for the CQAR for all WORK hours and expenses exceeding 10 hours hours per day for Monday through Saturday, Sunday WORK, and WORK on recognized Holidays which the CONTRACTOR works and the CQAR and/or ENGINEER are required to be present.

F. The CONTRACTOR shall pay to the OWNER, as reimbursement of costs incurred by the OWNER, the sum of $115 per hour and expenses for the CQAR and $185 per hour and expenses for the ENGINEER for each hour of WORK conducted on Saturday’s, Sunday’s, and recognized Holidays which the CONTRACTOR works and the CQAR, CQA CONSULTANT and/or ENGINEER are required to be present onsite or provide direction.

G. At the OWNER'S option, unscheduled WORK costs may either be deducted from the CONTRACTOR'S monthly payment request or deducted from the CONTRACTOR'S retainage prior to release of final payment.

1.6 OWNER OCCUPANCY AND LANDFILL OPERATIONS

A. The CONTRACTOR shall cooperate with the OWNER during construction operations to minimize conflicts with OWNER work and facilitate OWNER usage. The CONTRACTOR

01010-4 shall perform the WORK so as not to interfere with the OWNER'S operations, maintenance, environmental monitoring, and other OWNER activities at the site.

1.7 SITE CONDITIONS

A. The CONTRACTOR shall be responsible for protecting all existing infrastructure from damage throughout the performance of the WORK.

B. Existing Features - The contours and spot elevations shown on the CONTRACT DRAWINGS reflect the best available information regarding existing site conditions at the time the design was prepared.

C. Preconstruction Survey - The CONTRACT DOCUMENTS require the CONTRACTOR to prepare a preconstruction survey prior to beginning WORK. Refer to Section 01050 Site Conditions Surveys for requirements.

1.8 LINES AND GRADE

A. All WORK shall be done to the lines, grades, and elevations shown on the CONTRACT

DRAWINGS.

B. Topographic survey information (north, the grid, and the coordinates shown) is referenced to the West Zone of the Florida State Plane Coordinate System, NAD 83, 1999 Adjustment. Elevations are to the National Geodetic Vertical Datum of 1929 (NGVD1929). Basic horizontal and vertical control points have been established. These points shall be used as datum for the WORK. All additional survey, layout, and measurement WORK shall be performed by the CONTRACTOR as a part of the WORK.

C. The CONTRACTOR shall provide experienced instrument personnel, competent assistants, and such instruments, tools, stakes, and other materials required to complete the survey, layout, and measurement WORK. In addition, the CONTRACTOR shall furnish, without additional cost to the OWNER, competent personnel from its force and such tools, stakes, and other materials as the ENGINEER may require in establishing or designating control points, checking survey, layout, and measurement of WORK performed by the CONTRACTOR.

1.9 REFERENCE STANDARDS

A. Reference to the standards of any technical society, organization, or association or to codes of local or state authorities shall mean the latest effective standard, code, specification, or standard adopted and published at the date of receipt of bids, unless specifically stated otherwise.

1.10 ERRORS AND/OR OMISSIONS IN PLANS AND SPECIFICATIONS

A. The intent of the SPECIFICATIONS is to outline or indicate the items of WORK, or both, which cannot be readily shown on the CONTRACT DRAWINGS and further to indicate the types and qualities of materials. The CONTRACT DRAWINGS and SPECIFICATIONS shall be considered as being complimentary and items or WORK mentioned or indicated in one and not in the other shall be included as if mentioned in both.

01010-5

B. Prior to any WORK, the CONTRACTOR shall immediately notify the ENGINEER and OWNER of any discrepancies between the CONTRACT DRAWINGS and SPECIFICATIONS.

C. Should the CONTRACT DRAWINGS disagree in themselves or with the SPECIFICATIONS the better quality or greater quantity of WORK or materials shall be estimated upon and shall be provided.

PART 2 - PRODUCTS

This Section is Not Applicable.

PART 3 - EXECUTION

This Section is Not Applicable.

END OF SECTION

VOLUSIA COUNTY MEASUREMENT AND PAYMENT

01025-1

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 DESCRIPTION

A. The CONTRACTOR shall receive and accept the compensation provided in the CONTRACT

DOCUMENTS as full payment for furnishing all labor, equipment, and materials and for performing all construction/operations necessary to complete the WORK as described in the CONTRACT DOCUMENTS, and in full payment for all losses or damages incurred during the WORK, for any discrepancies between actual and estimated quantities, or from any unanticipated difficulties which may arise during the WORK until final acceptance by the OWNER.

B. Payment for the various Items on the CONTRACTOR'S Bid Form, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles and for all labor, operations, supervision, overhead, profit, and incidentals appurtenant to the Items of WORK being described as necessary to complete the various Items of the WORK all in accordance with the requirements of the CONTRACT DOCUMENTS, including all appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health Administration (OSHA) of the U.S. Department of Labor.

C. No separate payment will be made for any Item that is not specifically set forth on the

CONTRACTOR'S Bid Form and all costs therefore shall be included in the prices named on the CONTRACTOR'S Bid Form for the various appurtenant Items of WORK. Payment for complying with safety requirements for construction on the WORK site shall be included in the contract unit price paid for the various Items of WORK wherein it is required, and no separate payment will be made therefore.

D. The total Bid amount shall cover all WORK required by the CONTRACT DOCUMENTS. All costs in connection with the proper and successful completion of the WORK, including furnishing all materials, equipment, supplies, and appurtenances; providing all construction equipment and tools; including all costs and expenses for taxes, commissions, transportation charges and expenses, permit fees, patent fees, royalties, handling and tests; and performing all necessary labor and supervision to fully complete the WORK shall be included in the CONTRACTOR'S Bid. All WORK not specifically set forth as a Pay Item on the CONTRACTOR'S Bid Form shall be considered a subsidiary obligation of the CONTRACTOR and all costs in connection therewith shall be included in the Unit

Prices and/or the Lump Sum Price bid.

E. The quotations for the various Items of WORK are intended to establish a total price for completing the WORK in its entirety. Should the CONTRACTOR feel the cost for any Item of WORK has not been established by the CONTRACTOR'S Bid Form, the CONTRACTOR shall include the cost for that WORK in some other applicable Bid Item, so that the

01025-2

CONTRACTOR'S proposal for the PROJECT does reflect his total price for completing the

WORK in its entirety.

F. All estimated quantities stipulated on the CONTRACTOR'S Bid Form are approximate and are to be used only:

1. As a basis for estimating the probable cost of the WORK, and

2. For the purpose of comparing the Bids submitted for the WORK. The actual amount of WORK done and materials under Unit Price Items may differ from the estimated quantities. The basis of payment for WORK and materials will be the actual amount of WORK done and materials furnished unless it exceeds the estimated quantities in which case a change order must be approved prior to the WORK being conducted for quantities exceeding the estimated quantity.

G. The CONTRACTOR shall field verify all quantities and dimensions shown on the

CONTRACT DRAWINGS or contained in the SPECIFICATIONS.

H. The CONTRACTOR shall be responsible for establishing contracts with its subcontractors, which have a measurement and payment in accordance with this Section. If the

CONTRACTOR establishes a contract with its subcontractors, which is in conflict with this

Section, any additional cost incurred will be borne by the CONTRACTOR.

I. Restoration is not a separate Bid Item but is considered to be an integral part of the

WORK under the CONTRACT DOCUMENTS, and all Bid prices include the cost of restoration necessitated by the WORK related to that Bid Item. Restoration includes existing structure and property, paving, stabilized roads, drainage piping and ditches, catch basins, head walls, yard culverts, driveways, lawns and ground areas, walkways, and irrigation systems, which are altered, removed or damaged during construction.

Cleanup is an integral part of restoration.

J. Unit prices provided by the CONTRACTOR on the CONTRACTOR'S Bid Form shall be valid and applicable for quantities up to 130 percent of the estimated quantities shown on the

Bid Form.

K. Throughout this Section, all references to “SURVEYOR” shall mean a registered professional land surveyor licensed in the State of Florida.

1.2 GENERAL

A. The following paragraphs describe measurement of and payment for the WORK to be done under the respective itemized Bid Items listed for the PROJECT.

B. Each Lump Sum and Unit Price stated in the Bid shall constitute full compensation for all labor, equipment, and materials necessary and required to complete all WORK specified under that particular Item including cleanup and all costs for doing related WORK as set forth in the CONTRACT DOCUMENTS, SPECIFICATIONS and/or on the CONTRACT

DRAWINGS or implied in carrying out their intent.

C. A preliminary Schedule of Values shall be submitted at the pre-construction conference.

A full Schedule of Values shall be submitted and accepted before construction begins..

01025-3

The Schedule of Values shall be based on the prices bid in the Bid Schedule(s). Prices bid in the Bid Schedule(s) cannot be changed in the Schedule of Values; they can only be broken down into more detail so the ENGINEER can more accurately review and approve the CONTRACTOR'S pay applications for the completed WORK.

D. For lump-sum items, payments shall be made to the CONTRACTOR in accordance with an accepted Schedule of Values on the basis of actual WORK completed and accepted by the OWNER at the final completion of the PROJECT.

1.3 COMPUTATION OF QUANTITIES

A. Measurement of quantities expressed as area shall be based upon a horizontal, planimetric projection to the WORK limits as determined by survey Record Drawings prepared by a SURVEYOR. The cost of surveying shall be paid by the CONTRACTOR and incorporated into Bid Items, as appropriate.

B. Measurement of linear Items will be for quantities actually field installed to the specified

WORK limits, based upon surveyed stations recorded along the straight or curved centerline of each respective Item. Measurement conducted by survey is to be conducted by the CONTRACTOR'S approved SURVEYOR.

C. Measurement of quantities expressed as volume will be based upon a neat plan line projection to the WORK limits (planimetric measure) as determined by survey Record

Drawings for each Item, with no additional allowances for shrinkage, swelling, or creep.

Quantities expressed as volume will be in-place volumes to the dimensions indicated on the CONTRACT DRAWINGS. The cost of surveying shall be paid by the CONTRACTOR, and incorporated into Bid Items, as appropriate.

D. Payment will be made to the limits as specified in the CONTRACT DOCUMENTS. If the constructed limits are less than the specified limit, payment will be made to the actual limits of construction as shown on the Record Drawings. Payment for quantities that exceed the specified CONTRACT limits will only be made with the approval of the OWNER and ENGINEER with acceptable supporting documentation from the CONTRACTOR.

Payment for quantities that exceed the Bid Items quantities can only be obtained through an approved Change Order.

E. No partial payments shall be made for the installation of Items which have not been tested and approved by the ENGINEER.

F. Partial payment will be made for material delivered to the site and adequately stored and protected until installation. Materials will be paid for at direct cost plus shipping upon presentation of a valid receipt of bill with the payment request. All such requests must have material quantities verified by the ENGINEER prior to payment. Conditions for payment of stockpile of material will be discussed during the pre-construction meeting. At a minimum, the materials must have an approved Shop Drawing and or

MANUFACTURER’S materials certification.

G. Payment will be made monthly until completion of each Unit Price Item and or Lump Sum cost based on quantity completed by the CONTRACTOR and verified by the ENGINEER.

Final payment will be based on quantity calculated from Record Drawings prepared by a

SURVEYOR and confirmed by field measurement by the ENGINEER.

01025-4

H. Payment for Lump Sum Items will be made as described for each individual Lump Sum

Bid Item. The CONTRACTOR shall not rely on the estimated quantities provided but shall instead estimate all quantities for the Item independently for the basis of their Bid. No claim shall be made by the CONTRACTOR for deviations between the CONTRACTOR'S estimated quantity and the ENGINEER'S estimated quantity including the quantity required to complete the WORK. The CONTRACTOR shall base their Bid solely on the

CONTRACTOR'S independently estimated quantity.

I. If the CONTRACTOR needs to use the scales located at the facility for any means, the

CONTRACTOR shall select either off-road or on-road vehicles that can access the scales with dimensions and specifications as directed by the OWNER. The CONTRACTOR shall coordinate with the OWNER regarding the actual trucks proposed for the PROJECT and confirm the suitability of the truck to be able to be weighed on the scales. A load count for bases of billing, without an average unit weight obtained from tonnages recorded through the scales for the pay items requiring tonnage across the scale for payment, will not be accepted.

1.4 VARIATIONS IN ESTIMATED QUANTITIES

A. The quantities provided in the CONTRACT DOCUMENTS are approximate only and are given as a basis for the uniform comparison of Bids. The OWNER does not expressly or by implication agree that the actual amount of WORK will correspond therewith.

B. The CONTRACTOR must provide, for Unit Price WORK, a proposed price determined on the basis of estimated quantities required for each Item. The estimated quantities of

Items are not guaranteed and are solely for the purpose of comparing Bids. Each such unit will be deemed to include an amount for overhead, profit, and indirect costs for each separately defined Item.

1.5 BID FORM

A. The CONTRACTOR'S Bid Form for the Items contained within this Section can be found in the CONTRACT DOCUMENTS.

B. The descriptions provided in the following paragraphs are to be used by the Bidder in preparing the Bid Schedule(s). They generally indicate how the major WORK scope items and their respective costs are to be separated into the line items listed in the Bid

Schedule(s). These descriptions are not fully representative nor all-inclusive of the WORK required to complete the PROJECT in accordance with the CONTRACT DOCUMENTS. It is the Bidder’s responsibility to include all required costs within the most appropriate line item(s).

PART 2 - PRODUCTS

PART 3 - EXECUTION

01025-5

3.1 MEASUREMENT AND PAYMENT

A. Bid Item No. 001 - Mobilization/Demobilization (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed and approved as determined by the ENGINEER.

2. Payment - The LS price for Mobilization/Demobilization shall constitute full compensation for 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, for the establishment of temporary offices, safety equipment and first aid supplies, sanitary and other facilities as required by the CONTRACT DOCUMENTS, SPECIFICATIONS and State and local laws and regulations. The costs of bonds and any required insurance and any other pre-construction expense necessary for the start of the WORK, excluding the cost of construction materials. This Bid Item will include Mobilization/Demobilization for all parts or phases of the PROJECT. The maximum amount allowed to be bid is 5 percent of the total Bid.

a. Partial payments for Mobilization/Demobilization will be made in accordance with

TABLE 01025-1 MOBILIZATION/DEMOBILIZATION PARTIAL PAYMENTS

SCHEDULE.

b. The final payment for Mobilization/Demobilization will not be made until all the temporary facilities, excess materials, resources, equipment, utilities that were used to perform the WORK, and all remaining construction debris at the completion of the PROJECT have been removed from the site. Additionally, this shall include the submittal of all final PROJECT Record Drawings, PROJECT Final

Survey, PROJECT photos, release of liens, and other incidentals as specified as requirements of the PROJECT close-out.

TABLE 01025-1 MOBILIZATION/DEMOBILIZATION PARTIAL PAYMENTS SCHEDULE

Condition or Percent of Total

Contract Amount Earned

Allowable Percent of the Lump

Sum Price for the Item

Submittal/completion of Items listed in Section 01505 Mobilization and Demobilization 25

10 40

25 60

50 80

100 100

B. Bid Item No. 002 - Erosion and Sediment Control (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed and approved as determined by the ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of

WORK completed and shall include, but is not limited to, the CONTRACTOR providing

01025-6 all of the necessary material, labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS and in accordance with the SPECIFICATIONS. The CONTRACTOR will provide, install, and maintain the various components of erosion and sediment control for the duration of the PROJECT until the site is stabilized including submitting the Florida Department of

Environmental Protection (FDEP) National Pollutant Discharge Elimination System

(NPDES) Construction General Permit Notice of Intent. The CONTRACTOR will be responsible for furnishing, installing, and maintaining silt fence, turbidity barriers, temporary or intermediate seeding and mulching, temporary stormwater channels and diversions, temporary construction entrances, removal of sediment from roads and stormwater channels resulting from the WORK and placed in a designated stockpile area, and WORK incidental thereto necessary to complete this Item in accordance with the CONTRACT DOCUMENTS. This WORK shall include erosion and sediment control for the entire PROJECT.

C. Bid Item No. 003 – Demolition (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed and approved as determined by the ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of

WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary labor, equipment, appurtenances and incidentals required to complete the WORK as shown on the CONTRACT DRAWINGS. This Item shall be all inclusive and include establishing construction controls, surveying, equipment, transportation, labor, and appurtenances necessary for demolition and loading, unloading/dumping of the material at a designated on-site area as directed by the

OWNER.

D. Bid Item No. 004 – Unsuitable Soil Excavation and Disposal (Cubic Yards)

1. Measurement - Measurement for this Bid Item shall be on a CY basis for the removal of unsuitable soil (soil that does not meet the SPECIFICATIONS for the WORK intended once design grade has been achieved) that are encountered during performance of the WORK and cannot be incorporated into the WORK and will be required to be disposed of by the CONTRACTOR. The in-place volume of material excavated to complete the WORK shall be measured by survey.

2. Payment - Payment for this Bid Item will be made on a CY basis for unsuitable soil removed from the WORK area. This Item shall include establishing construction controls, surveying, equipment, transportation, labor, and appurtenances, necessary to excavate unsuitable soil, filling the excavated area with approved fill from on-site or off-site sources, and loading, unloading/dumping of the unsuitable soil at a designated on-site area as directed by the OWNER. Payment shall constitute full compensation for necessary material, equipment, establishing construction controls, surveying, excavation, loading, hauling, placement, stockpiling, disposal, testing, and all other appurtenances and incidentals required to complete the WORK in accordance with the CONTRACT DOCUMENTS. The quantity will be adjusted and paid for at the Contract Unit Price per CY if the excavation of additional unsuitable soil material is encountered during WORK in excess of the quantity listed within this Bid

Item.

01025-7

E. Bid Item No. 005 - Roadway Improvements to SEA (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed and approved as determined by the ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of

WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary materials, labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS SHEET 02 – 09, and SHEET 11 relating to the Roadway Improvements to the SEA and in accordance with the SPECIFICATIONS. This Item also includes, but is not limited to, Site Clearing, Grubbing, and Stripping materials which are understood by generally accepted practice not to be suitable for the PROJECT including establishing construction controls, excavation, loading, and hauling to a designated on-site area as directed by the OWNER; dewatering surface water and groundwater as deemed necessary by the

CONTRACTOR and obtaining permits, including applicable permit fees, from all regulatory agencies with jurisdiction to operate and maintain the dewatering system and discharge dewatering effluent as required, and field monitoring and testing of the dewatering discharge/effluent as it relates to permit and regulatory requirements; base and subgrade materials; geosynthetics, rigid concrete pavement, asphalt pavement; limerock, and seeding and sodding; all associated surveys required to complete the WORK and provide PROJECT Record Drawings.

F. Bid Item No. 006 – Bypass Lane Retaining Wall, Foundations, and Structural (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed and approved as determined by the ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of

WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary materials, labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS SHEET 1.0, 1.1, S-1, S-2, S-3, S-4, S-5, ST-1, ST-2, and ST-3 relating to the Bypass Lane Retaining

Wall, Foundations, and Structural and in accordance with the SPECIFICATIONS. This

Item also includes, but is not limited to, Site Clearing, Grubbing, and Stripping materials which are understood by generally accepted practice not to be suitable for the PROJECT including establishing construction controls, excavation, loading, and hauling to a designated on-site area as directed by the OWNER; dewatering surface water and groundwater as deemed necessary by the CONTRACTOR and obtaining permits, including applicable permit fees, from all regulatory agencies with jurisdiction to operate and maintain the dewatering system and discharge dewatering effluent as required, and field monitoring and testing of the dewatering discharge/effluent as it relates to permit and regulatory requirements; base and subgrade materials; rigid concrete pavement; asphalt pavement; retaining wall;

foundations; canopy; stormwater structures; seeding and sodding; and all associated surveys required to complete the WORK and provide PROJECT Record Drawings.

01025-8

G. Bid Item No. 007 – Scale and Electrical (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed and approved as determined by the ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of

WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary materials, labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS SHEET E-0 and E-

1 relating to the Scale and Electrical in accordance with the SPECIFICATIONS.

H. Bid Item No. 008 – Cell 1 Road Paving (Lump Sum)

1. Measurement - Measurement for this Bid Item shall be on a LS basis for the percentage of WORK completed and approved as determined by the ENGINEER.

2. Payment - Payment for this Bid Item will be made on a LS basis for the percentage of

WORK completed and shall include, but is not limited to, the CONTRACTOR providing all of the necessary materials, labor, equipment, appurtenances and incidentals associated with the WORK as shown on the CONTRACT DRAWINGS SHEET 10 - 11 relating to the Cell 1 Road Paving and in accordance with the SPECIFICATIONS.

VOLUSIA COUNTY SITE CONDITIONS SURVEYS

01050-1

SECTION 01050

SITE CONDITIONS SURVEYS

PART 1 - GENERAL

1.1 SUMMARY

A. The CONTRACTOR shall perform, or obtain other professional subcontractors to complete surveys that meet the minimum standards of Chapter 61-G17 of the Florida

Administrative Code (FAC), to document elevations, grades, locations, maintain survey control during construction, and perform related field engineering as specified in the

CONTRACT DOCUMENTS.

B. Throughout this Section, all references to “SURVEYOR” shall mean a professional land surveyor licensed in the State of Florida.

1.2 SURVEY REFERENCE POINTS

A. The CONTRACTOR shall locate survey reference points prior to starting WORK and the

CONTRACTOR shall protect and preserve all permanent survey reference points during construction.

1. The CONTRACTOR shall make no changes or relocate any survey reference point without prior written notice to the ENGINEER.

2. The CONTRACTOR shall report to the ENGINEER when any survey reference point is lost, destroyed, or requires relocation because of necessary changes in grades or locations.

3. The CONTRACTOR, at no additional cost to the OWNER, shall replace and re-survey reference points that have been lost or destroyed. The replaced survey reference point shall be surveyed by a SURVEYOR. Replacement will be based on original survey control.

B. Prior to any WORK, the CONTRACTOR shall immediately notify the ENGINEER and OWNER of any discrepancies with the survey reference points from the coordinates and elevations provided.

1.3 RECORD DRAWINGS (AS-BUILT DRAWINGS)

A. All survey record documents, submitted to the ENGINEER for progress review, do not require the signature of a SURVEYOR; however, final Record Drawings shall be signed and sealed by a SURVEYOR.

B. Submitted record documents shall include the following:

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1. As stages of the WORK are completed, the CONTRACTOR will submit surveys, signed and sealed by a SURVEYOR. The Record Drawings information shall be submitted on

24-inch by 36-inch sheets, as well as AutoCAD Drawing files (compatible with

(AutoCAD r18 or later version) on universal serial bus drive (USB). The CONTRACTOR will submit 2 original signed and sealed hard copies by a SURVEYOR and 2 USB with the AutoCAD drawing files.

2. AutoCAD Drawing File Requirements - Contour lines shall be continuous, unbroken polylines with a width of zero and an elevation (z-coordinate) assigned according to the elevation of the contour line. All spot elevations shall have horizontal controls with vertical z-coordinates. Contours shall be at one-foot intervals, with index contours at every fifth interval. Objects in the Record Drawings shall be drawn to scale. Unless otherwise stated, all surveys shall be at a scale of 1” = 50’.

3. All survey information submitted shall be on the State Coordinate System based on the monuments provided by the OWNER.

4. All Record Drawings shall have survey control monuments shown for the purposes of orientation, both horizontally and vertically.

5. If multiple sheets are required for the Record Drawings, each sheet shall include match lines as required.

C. The CONTRACTOR understands and agrees that existing elevations and contours shown on the CONTRACT DRAWINGS are solely for the ENGINEER'S information. Actual quantities of soils and other materials required to complete the WORK are the

CONTRACTOR'S responsibility. The CONTRACTOR shall determine existing elevations for the purpose of conducting the WORK as required by the CONTRACT DOCUMENTS. The

CONTRACTOR is responsible to notify the OWNER and ENGINEER in writing of any and all discrepancies prior to beginning WORK.

1.4 SUBMITTALS

A. The CONTRACTOR shall submit the name and address of the SURVEYOR to the

ENGINEER prior to any WORK for record purposes only.

B. The CONTRACTOR shall submit documentation signed by the SURVEYOR that elevations and locations of improvements are in conformance with the CONTRACT DOCUMENTS, or if not in conformance, certify as to variances from the CONTRACT DOCUMENTS.

C. The CONTRACTOR shall provide and submit to the ENGINEER for approval, signed and sealed drawings representing the horizontal and vertical limits, as follows:

D. PROJECT Preconstruction Survey - Prior to performing any earthwork, a Preconstruction

Survey of the site must be provided to the ENGINEER for review and approval. The

Preconstruction Survey shall include:

1. Survey of the existing conditions within the limits of construction of the PROJECT and

100 feet beyond the limits of construction.

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2. The Preconstruction Survey shall be collected on a 50 foot by 50 foot grid, at a minimum, and note all above grade structures, piping, and stormwater features which may or will be impacted by the WORK and shall include the areal extent of existing sod that must be removed in order to enable the WORK to proceed.

E. Excavation Limits: A topographic survey representing the horizontal and vertical limits of excavation.

F. Subbase Soils: A topographic survey representing the finish grade elevation and limits of the subbase soils of the flexible and rigid pavements. The survey shall represent the surface of the completed subgrade soils prior to installation of either the stabilized subgrade for the flexible pavement or for the subgrade of the rigid pavement.

G. Stabilized Subgrade: A topographic survey representing the finished grade elevations and limits of the stabilized subgrade surface of the flexible pavement. This survey shall represent the surface of the stabilized subgrade prior to installation of the limerock base of the flexible and rigid pavements.

H. Limerock Base Surface: A topographic survey representing the finished grade elevations and limits of the completed limerock base surface. This survey shall represent the surface prior to installation of the S-I asphalt or concrete pavement slab.

I. PROJECT Final Survey - The Final Survey will include, but is not limited to, the following: top of concrete and asphalt surface, locations, and inverts of stormwater features, utilities, structures, and other installed features as deemed necessary by the ENGINEER. .

J. PROJECT Record Drawings - The CONTRACTOR shall submit to the ENGINEER, for review and approval, signed and sealed Record Drawings for all WORK (to include any areas outside the limits of WORK disturbed by the CONTRACTOR) as follows:

1. The CONTRACTOR shall, throughout the PROJECT, maintain a redline set of

CONTRACT DRAWINGS noting deviations or actual installed conditions for the

PROJECT.

2. As part of Final Completion, the CONTRACTOR must submit a complete set of 24 inch by 36 inch sheet Record Drawings based on the redlines maintained throughout the

PROJECT which identify the actual constructed conditions. Record Drawings shall use the CONTRACT DRAWINGS as a base and show changes by cloud and strikethrough in electronic format (AutoCAD r18 or later version). These drawings shall incorporate the surveys listed above and any other changes made to the PROJECT into the set in order to create a single Record Drawings set for the PROJECT.

3. The CONTRACTOR shall submit 2 draft copies of the completed Record Drawings, in both hardcopy and AutoCAD format, for review at Substantial Completion.

4. The CONTRACTOR shall submit 2 signed and sealed certified sets of final approved by the ENGINEER Record Drawings and AutoCAD files shall be submitted for final acceptance.

01050-4

5. Substantial Completion cannot be granted until a draft set of Record Drawings in both hardcopy and AutoCAD file formats are submitted to the OWNER and ENGINEER for review.

6. Final Completion cannot be granted until the Record Drawings signed and sealed by a SURVEYOR and AutoCAD files are submitted to and approved by the OWNER and

ENGINEER.

K. Partial Surveys - It is understood the CONTRACTOR may elect to construct the PROJECT at different time intervals and survey each section separately. Partial Surveys must be submitted to the ENGINEER to determine the section the CONTRACTOR is requesting to continue working in meets the design requirements. The CONTRACTOR may not continue

WORK until the Partial Surveys are approved. Partial Surveys are not required to be signed and sealed at the time of submittal, however, the surveys used to compile the complete survey must not deviate from the Partial Surveys submitted and the complete survey must be certified for submittal. Payment for surveys will not be made until the complete, certified survey is submitted and approved. However, Partial Surveys may be used for payment of work items upon review, agreement, and approval by the OWNER and ENGINEER.

PART 2 - PRODUCTS

This Section is Not Applicable.

PART 3 - EXECUTION

3.1 CONTRACTOR RESPONSIBILITIES

A. The CONTRACTOR shall retain the services of a SURVEYOR to identify existing control points and maintain survey control during WORK.

B. The CONTRACTOR shall identify all survey reference points.

C. The CONTRACTOR shall provide civil, structural, or other professional engineering services specified or required to execute the CONTRACTOR'S construction methods.

D. The CONTRACTOR shall be responsible for the preservation of all benchmarks, stakes, and marks. If any benchmarks, stakes, or marks are disturbed by the CONTRACTOR, the

CONTRACTOR shall not proceed with any WORK until such points, marks, lines, and elevations as may be necessary for the WORK have been established.

E. The accuracy of any method of staking shall be the responsibility of the CONTRACTOR. All engineering for vertical and horizontal control shall be the responsibility of the

CONTRACTOR.

F. The SURVEYOR shall maintain a complete, accurate log of all control and survey WORK as it progresses. This log shall be available for periodic review by the ENGINEER.

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G. Grades, elevations, and locations will be required periodically during the prosecution of the WORK. The CONTRACTOR'S SURVEYOR will provide as-built notes and Record

Drawings when construction is completed.

H. All topographic surveys shall meet the minimum standards of Chapter 61-G17 of the

Florida Administrative Code. Surveys shall include (but are not limited to) grading, elevations, structure locations, pipe inverts, piping, and other permanent structures as needed on a 50 foot by 50 foot grid.

I. The topographic information collected shall be taken on a grid (or as specified for the identified area), at a minimum, one point directly above the previous as necessary to provide an accurate representation of the contour topography (i.e., spot elevations, grade breaks, ditches, mounds, etc.) and the thickness of the material placement from previous WORK. For ditches, spot elevations shall be taken, at a minimum, every 50 linear feet to include, at a minimum, the centerline of the ditch/trench, the toe and top of ditch/trench slopes, and any grade breaks.

J. The elevation and grades shall be within an accuracy of 0.2 feet vertical and 0.2 feet horizontal as shown in the CONTRACT DOCUMENTS. Unless otherwise stated, all surveys shall be at a scale of 1” = 50’, with contours at one-foot intervals.

K. For thickness verifications, NO MINOR TOLERANCES ARE ACCEPTABLE. The thicknesses indicated on the CONTRACT DRAWINGS are minimum thickness and CANNOT be less than the dimensions shown on the CONTRACT DRAWINGS.

VOLUSIA COUNTY ABBREVIATIONS AND DEFINITIONS

01070-1

SECTION 01070

ABBREVIATIONS AND DEFINITIONS

PART 1 - GENERAL

1.1 GENERAL

A. Wherever in these SPECIFICATIONS references are made to the standards, specifications, or other published data of various national, regional, or local organizations, such organizations may be referred to by their acronym or abbreviation. As a guide to the user of these SPECIFICATIONS, the following acronyms or abbreviations which may appear in these SPECIFICATIONS shall have the meanings indicated herein.

1.2 ABBREVIATIONS AND ACRONYMS

AAMA American Architectural Manufacturer’s Association

AASHTO American Association of State Highway and Transportation Officials

AATCC American Association of Textile Chemists and Colorists

ACI American Concrete Institute

AFBMA Anti-Friction Bearing Manufacturer’s Association

AGA American Gas Association

AGC Associated General Contractors

AGMA American Gear Manufacturer’s Association

AHAM Association of Home Appliance Manufacturer’s

AI Asphalt Institute

AIA American Institute of Architects

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

AITC American Institute of Timber Construction

AMCA Air Moving and Conditioning Association

ANSI American National Standards Institute

APA American Plywood Association

API American Petroleum Institute

APWA American Public Works Association

ASA Acoustical Society of America

ASAE American Society of Agriculture Engineers

ASCE American Society of Civil Engineers

ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers

ASLE American Society of Lubricating Engineers

ASME American Society of Mechanical Engineers

ASQC American Society of Quality Control

ASSE American Society of Sanitary Engineering

ASTM American Society for Testing and Materials

AWPA American Wood Preservers Association

AWPI American Wood Preservers Institute

AWS American Welding Society

AWWA American Water Works Association

01070-2

BBC Basic Building Code, Building Officials and Code Administrators International

BHMA Builders Hardware Manufacturer’s Association

BF Blind Flange

CBM Certified Ballast Manufacturer’s Association

CCTV Closed Circuit Television

CEMA Conveyors Equipment Manufacturer’s Association

CGA Compressed Gas Association

CLFMI Chain Link Fence Manufacturer’s Institute

CMA Concrete Masonry Association

CRSI Concrete Reinforcing Steel Institute

DCDMA Diamond Core Drill Manufacturer’s Association

EIA Electronic Industries Association

EOP Edge of Pavement

EOR Engineer of Record

EPA United States Environmental Protection Agency

ETL Electrical Testing Laboratories, Inc.

FDOT Florida Department of Transportation

HDPE High Density Polyethylene

HVAC Heating, Ventilation, Air Conditioning

ICBO International Conference of Building Officials

IE Invert Elevation

IEEE Institute of Electrical and Electronic Engineers

IES Illuminating Engineering Society

IME Institute of Makers of Explosives

IP Institute of Petroleum (London)

IPC Institute of Printed Circuits

IPCEA Insulated Power Cable Engineers Association

ISA Instrument Society of America

IOS International Organization for Standardization

ITE Institute of Traffic Engineers

JEC Joint Electrical Council

LFG Landfill Gas

LLDPE Linear Low Density Polyethylene

MBMA Metal Building Manufacturer’s Association

MSW Municipal Solid Waste

MPTA Mechanical Power Transmission Association

MUTCD Manual of Uniform Traffic Controls

NAAM National Association of Architectural Metal Manufacturer’s

NACE National Association of Corrosion Engineers

NBS National Bureau of Standards

NCCLS National Committee for Clinical Laboratory Standards

NEC National Electric Code (Now NFPA)

NEMA National Electrical Manufacturer’s Association

NFPA National Fire Protection Association

NFPA National Forest Products Association

NLGI National Lubricating Grease Institute

NMA National Microfilm Association

NPDES National Pollutant Discharge Elimination System

NWMA National Woodwork Manufacturers Association (Now NWWDA)

OSHA United States Occupational Safety and Health Administration

PCA Portland Cement Association

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PVC Polyvinyl Chloride

RCRA Resource Conservation and Recovery Act

RFI Request for Information

RIS Redwood Inspection Service

RWMA Resistance Welder Manufacturer’s Association

SAE Society of Automotive Engineers

SAMA Scientific Apparatus Makers Association

SCBA Self-Contained Breathing Apparatus

SMA Screen Manufacturer’s Association

SMACCNA Sheet Metal and Air Conditioning Contractors National Association

SPR Simplified Practice Recommendation

SSBC Southern Standard Building Code, Southern Building Code Congress

SSPC Steel Structures Painting Council

SSPWC Standard…