Attachemnt_B_-_Specifications.pdf

Brevard County, Florida

COCOA FACILITY FUEL TANK REPLACEMENT AND PAVEMENT REPAIRS

PROJECT MANUAL

Issued for Bid

August 8, 2025

WSP USA, Inc.

301 E Pine St, Suite 1020

Orlando Florida FL 32801

TOC - 1

PROJECT MANUAL

TABLE OF CONTENTS

VOLUME 1

TECHNICAL SPECIFICATIONS

00 01 07 - Seals Page 000107-1

01 10 00 - Summary 011000-1

01 23 00 - Add Op�ons 012300-1

01 33 00 - Submi$al Procedures 013300-1

01 78 39 - Project Record Documents 017839-1

FDOT Standard Specifica�ons (1)

101 Mobiliza�on

102 Maintenance of Traffic

104 Preven�on, Control, and Abatement of Erosion and Water Pollu�on

105 Contractor Quality Control General Requirements

110 Clearing and Grubbing

120 Excava�on and Embankment

125 Excava�on for Structures and Pipe Rock Base

200 Rock Base

234 Superpave Asphalt Base

285 Op�onal Base Course

300 Prime and Tack Coats

320 Hot Mix Asphalt – Plant Methods and Equipment

330 Hot Mix Asphalt –General Construc�on Requirements

334 Superpave Asphalt Concrete

346 Structural Portland Cement

347 Portland Cement Concrete - Class NS

350 Cement Concrete Pavement

446 Edgedrain (Draincrete)

524 Concrete Ditch and Slope Pavement

570 Performance Turf

710 Painted Pavement Markings

02 41 19 - Selec�ve Demoli�on 024119-1

03 10 00 - Concrete Forming and Accessories 031000-1

03 20 00 - Concrete Reinforcing 032000-1

03 30 00 - Cast-In-Place Concrete 033000-1

05 50 00 - Metal Fabrica�ons 055000-1

26 05 19 - Low-Voltage Electrical Power Conductors and Cables 260519-1

26 05 26 - Grounding and Bonding for Electrical Systems 260526-1

26 05 29 - Hangers and Supports for Electrical Systems 260529-1

26 05 33.13 - Conduits for Electrical Systems 260533.13-1

26 05 33.16 - Boxes and Covers for Electrical Systems 260533.16-1

TOC - 2

26 05 53 - Iden�fica�on for Electrical Systems 260553-1

40 21 19 - Fuel Dispensing Process Piping 402119-1

40 21 20 - Above Ground Storage Tanks 402120-1

40 21 50 - Vehicle Fuel Submersible Pumps 402150-1

40 90 00 - Tank Gauging System 409000-1

(1) Florida Department of Transportation Standard Specifications for Road and Bridge

Construction FY 2024-25: Division II Construction Details and Division III Materials are incorporated by reference and apply as noted in Section 011000, Summary. The specification ebook can be found at the following link:

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/fy2024-25ebookfinalcomp-revised3-4-24.pdf?sfvrsn=16ab03d_1.

VOLUME 2

DRAWINGS

G001 Cover Sheet

C101 Demoli�on Plan

C102 Site Plan

C103 Grading Plan

C104 Join�ng Plan

C105 Pavement Marking Plan

C106 Miscellaneous Details (1)

C107 Miscellaneous Details (2)

S101 Structural Plan and Details

PP001 Symbols, Abbreviaitons and General Notes

PP101 Fuel Tank Plans

PP102 Fuel Tank Details and Schedules

E101 Electrical Plan

Space Coast Area Transit Cocoa Fuel Tank Replacement and Pavement Repair 8/8/2025

SEALS PAGE 000107 - 1

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Structural Engineer:

1. Richard Linck.

2. PE 60672.

3. Responsible for Division 02, 03, and 05 specifications.

B. Mechanical Engineer:

1. Keith Wallace.

2. PE 66871.

3. Responsible for Division 40 specifications.

C. Electrical Engineer:

1. David Loduca.

2. PE 46453.

3. Responsible for Division 26 specifications.

END OF DOCUMENT 000107

Keith.Wallace@wsp.com Digitally signed by Keith.Wallace@wsp.com DN: CN=Keith.Wallace@wsp.com Date: 2025.08.29 14:11:08-05'00'

David Hetlage (WSP) Snapshot

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Work performed by Owner.

5. Contractor's use of site and premises.

6. Coordination with occupants.

7. Work restrictions.

8. Specification and Drawing conventions.

1.2 PROJECT INFORMATION

A. Project Identification: Space Coast Area Transit Cocoa Fuel Tank Replacement and Pavement

Repairs.

1. Project Location: 401 South Varr Avenue, Melbourne, FL, 32940

B. Owner: Brevard County BOCC.

1. Owner's Representative:

Mike McGrew

Public Works Project Manager

T: 321-350-9157

M: 321-863-3822

C. Engineer:

WSP USA, Inc.

301 E Pine Street

Suite 1020

Orlando, FL 32801

1.3 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. Removal of an existing 1,000 gallon above ground gasoline storage tank with a submersible fuel pump and accessories, and installation of a new 5,000 gallon aboveground gasoline storage tank with new fuel pump and accessories.

SUMMARY 011000 - 2

2. Removal of corroded steel island edge forms and installation of new rolled steel island edge angles.

3. Removal of existing damaged concrete pavement and installation of new underdrain, base and concrete pavement.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

1.4 PHASED CONSTRUCTION

A. Construct the Work in phases, with each phase substantially complete as indicated below.

a. Work is anticipated to be constructed in phases to maintain Owner’s use of a portion of the project area for bus circulation and storage

b. Contractor shall submit proposed phasing for approval by the County that includes not less than two phases of construction that maximize the Owner’s use of the site during any phase while allowing for logical and efficient progress of the work.

B. Before commencing Work of each approved phase, submit an updated copy of Contractor's construction schedule, showing the sequence, commencement and completion dates for all phases of the Work.

1.5 WORK PERFORMED BY OWNER

A. Cooperate fully with Owner, so work may be carried out smoothly, without interfering with or delaying Work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

B. Concurrent Work: Owner may perform construction operations at Project site that may be conducted simultaneously with Work under this Contract.

1.6 CONTRACTOR'S USE OF SITE AND PREMISES

A. Restricted Use of Site: Each 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 within the Contract limits indicated, areas agreed upon for access to and from the Work area, and areas of active work according to the approved phasing plan. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways and Entrances: Keep driveways loading areas, 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.

SUMMARY 011000 - 3

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.

1.7 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. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without 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.

B. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to

Substantial Completion of the Work in accordance with the approved phasing plan and provided such occupancy does not interfere with completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work.

1.8 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 7:00 a.m. to 4:00 p.m., Monday through Friday, unless otherwise indicated. Work hours may be modified to meet Project requirements if approved by Owner and authorities having jurisdiction.

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 two days in advance of proposed utility interruptions.

2. Obtain Owner's written permission before proceeding with utility interruptions.

D. Smoking and Controlled Substance Restrictions: Use of tobacco products, alcoholic beverages, and other controlled substances on Owner's property is not permitted.

SUMMARY 011000 - 4

E. Employee Identification: Provide identification tags for Contractor personnel working on

Project site. Require personnel to use identification tags at all times.

F. Employee Screening: Comply with Owner's requirements for drug and background screening of

Contractor personnel working on Project site.

1.9 SPECIFICATION AND DRAWING CONVENTIONS

A. Division 00 Contracting Requirements: General provisions of the Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Florida Department of Transportation Standard Specifications for Road and Bridge

Construction FY 2024-25: Division II Construction Details and Division III Materials shall apply to construction of concrete parking lot, edge drains, pavement striping, erosion control and related construction activities. The specification ebook can be found at the following link:

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-

2024-25/ebook/fy2024-25ebookfinalcomp-revised3-4-24.pdf?sfvrsn=16ab03d_1.

For each section, the Method of Measurement and Basis of Payment subsections shall be omitted and instead will be part of the lump sum project cost.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

ADD OPTIONS 012300 - 1

SECTION 012300 – ADD OPTIONS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for add options.

1.2 DEFINITIONS

A. Base Bid: An amount proposed by bidders and stated on the Bid Form for principal work defined in the Contract Documents exclusive of any options, alternates or revisions that may be accepted by the Owner.

B. Add Option: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the

Contract Documents.

1. Add options described in this Section are part of the Work only if enumerated in the

Agreement.

2. The cost for each add option is the net addition to the Contract Sum to incorporate options into the Work. No other adjustments are made to the Contract Sum.

1.3 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the options into Project.

1. Include, as part of each option, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation, whether or not indicated as part of the option.

B. Execute accepted options under the same conditions as other Work of the Contract.

C. Schedule: A Part 3 "Schedule of Add Options" Article is included at the end of this Section.

Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each option.

ADD OPTIONS 012300 - 2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 BASE BID

A. Removal of one existing 1,000 gallon above ground gasoline storage tank and installation of a new 5,000 gallon aboveground gasoline storage tank as described in the Contract Documents, including:

1. Removal of existing concrete base under the existing tank and installation of a concrete foundation pad for the new tank.

2. Removal of the existing gasoline fuel pump, remote fill box and specified piping and accessories and installation a new fuel pump, fill box and accessories.

3. Installation of new tank monitoring and level sensors.

B. Removal of existing damaged concrete pavement and installation of new base and pavement in the vicinity of the fuel canopy south of the north edge of the north fuel canopy island as shown on drawing sheets C101 through C106. Pavement north of the north edge of the north fuel canopy island to remain. Base bid work includes:

1. Removal of corroded steel island edge forms and installation of new rolled steel island edge angles.

2. Removal of existing drains in fuel and wash lanes and installation of new drains and piping to the existing oil-water separator

3.2 SCHEDULE OF ADD OPTIONS

A. Add Option No. 1: Bus Parking Area Pavement Repairs

1. Base Bid: Demolish and reconstruct pavement in the vicinity of the fuel canopy south of the north edge of the north fuel canopy island as shown on drawing sheets C101 through

C106. Pavement north of the north edge of the north fuel canopy island to remain.

2. Add Option 1: In addition to the Base Bid, demolish and reconstruct pavement in the bus parking area north of the north edge of the north fuel canopy island with underdrains and storm water inlets as shown on drawing sheets C101 through C106.

END OF SECTION 012300

SUBMITTAL PROCEDURES 013300 - 1

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require

Engineer’s responsive action. Action submittals are those submittals indicated in individual

Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do not require Engineer’s responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification

Sections as "informational submittals."

1.3 SUBMITTAL FORMATS

A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Contractor.

4. Name of firm or entity that prepared submittal.

5. Names of subcontractor, manufacturer, and supplier.

6. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier and alphanumeric suffix for resubmittals.

7. Submittal purpose and description.

8. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.

9. Drawing number and detail references, as appropriate.

10. Remarks.

11. Name of transmitter.

B. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions. Indicate by highlighting on each submittal or noting on attached separate sheet.

C. Electronic Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

SUBMITTAL PROCEDURES 013300 - 2

1.4 SUBMITTAL PROCEDURES

A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package and transmit to Owner by sending via email.

Include PDF transmittal form. Include information in email subject line as requested by

Architect.

a. Engineer, through Owner, will return annotated file. Annotate and retain one copy of file as a digital Project Record Document file.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently.

3. Submit action submittals and informational submittals required by the same Specification

Section as separate packages under separate transmittals.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.

Time for review shall commence on Engineer’s receipt of submittal. No extension of the

Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Engineer will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittal Review: Allow 15 days for review of each resubmittal.

D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block, and clearly indicate extent of revision.

3. Resubmit submittals until they are marked with approval notation from Engineer’s action stamp.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Engineer’s action stamp.

1.5 SUBMITTAL REQUIREMENTS

A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

SUBMITTAL PROCEDURES 013300 - 3

1. Product data shall be specific to the Project. Catalog data may be submitted with specific products to be applied to the Project clearly identified. Generic catalogs and web pages will not be accepted.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts.

b. Manufacturer's product specifications.

c. Statement of compliance with specified referenced standards.

d. Testing by recognized testing agency.

e. Application of testing agency labels and seals.

f. Notation of coordination requirements.

g. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:

a. Wiring diagrams that show factory-installed wiring.

b. Printed performance curves.

c. Operational range diagrams.

d. Clearances required to other construction, if not indicated on accompanying Shop

Drawings.

B. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.

C. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal.

D. Certificates:

1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.

2. Installer Certificates: Submit written statements on manufacturer's letterhead, certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead, certifying that manufacturer complies with requirements in the Contract Documents.

Include evidence of manufacturing experience where required.

4. Material Certificates: Submit written statements on manufacturer's letterhead, certifying that material complies with requirements in the Contract Documents.

5. Product Certificates: Submit written statements on manufacturer's letterhead, certifying that product complies with requirements in the Contract Documents.

E. Test and Research Reports:

SUBMITTAL PROCEDURES 013300 - 4

1. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

2. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the

Contract Documents.

3. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

1.6 CONTRACTOR'S REVIEW

A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents.

Note corrections and field dimensions. Mark with approval stamp before submitting to

Engineer.

B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the

Contract Documents.

1. Engineer will not review submittals received from Contractor that do not have

Contractor's review and approval.

1.7 ENGINEER’S REVIEW

A. Action Submittals: Engineer will review each submittal, indicate corrections or revisions required, and return.

1. PDF Submittals: Engineer will indicate, via markup on each submittal, the appropriate action.

B. Informational Submittals: Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements.

C. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

D. Engineer will discard submittals received from sources other than Contractor. Engineer may advise Contractor that the submittal was not reviewed.

E. Submittals not required by the Contract Documents will be returned by Engineer without action.

SUBMITTAL PROCEDURES 013300 - 5

PART 2 - PRODUCTS (Not Used)

END OF SECTION 013300

SUBMITTAL PROCEDURES 013300 - 6

PAGE INTENTIONALLY BLANK

PROJECT RECORD DOCUMENTS 017839 - 1

SECTION 017839 - PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for Project Record Documents, including the following:

1. Record Drawings.

2. Record Product Data.

B. Related Requirements:

1. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual requirements.

1.2 CLOSEOUT SUBMITTALS

A. Record Drawings: Comply with the following:

1. Number of Copies: Submit one set(s) of marked-up record prints.

2. Number of Copies: Submit copies of Record Drawings as follows:

a. Initial Submittal:

1) Submit one paper-copy set of marked-up record prints, or

2) Submit PDF electronic files of scanned record prints.

b. Final Submittal:

1) Submit one paper-copy set(s) of marked-up record prints, or

2) Submit Record Digital Data Files.

B. Record Product Data: Submit annotated PDF electronic files and directories of each submittal.

1. Where record Product Data are required as part of operation and maintenance manuals, submit duplicate marked-up Product Data as a component of manual.

1.3 RECORD DRAWINGS

A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop

Drawings, incorporating new and revised drawings as modifications are issued.

1. Preparation: Mark record prints to show the actual installation, where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints.

PROJECT RECORD DOCUMENTS 017839 - 2

2. Content: Types of items requiring marking include, but are not limited to, the following:

a. Dimensional changes to Drawings.

b. Revisions to details shown on Drawings.

c. Locations and depths of underground utilities.

d. Revisions to routing of piping and conduits.

e. Revisions to electrical circuitry.

f. Changes made by Change Order or Change Directive.

3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints.

4. Format: Annotated PDF electronic file.

5. Incorporate changes and additional information previously marked on record prints.

Delete, redraw, and add details and notations where applicable.

1.4 RECORD PRODUCT DATA

A. Recording: Maintain one copy of each submittal during the construction period for Project

Record Document purposes. Post changes and revisions to Project Record Documents as they occur; do not wait until end of Project.

B. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.

C. Format: Submit Record Product Data as annotated PDF electronic file.

1. Include Record Product Data directory organized by Specification Section number and title, electronically linked to each item of Record Product Data.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 017839

SELECTIVE DEMOLITION 024119 - 1

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

2. Demolition and removal of selected site elements.

3. Salvage of existing items to be reused or recycled.

B. Related Requirements:

1. Section 011000 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled.

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse.

C. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.

1.3 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to

Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.4 INFORMATIONAL SUBMITTALS

A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, and for environmental protection. Indicate proposed locations and construction of barriers.

B. Schedule of Selective Demolition Activities with starting and ending dates for each activity.

Ensure Owner's on-site operations are coordinated.

SELECTIVE DEMOLITION 024119 - 2

1.5 FIELD CONDITIONS

A. Owner will occupy portions of the site immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

1. Before selective demolition, Owner will remove the following items:

a. Portable items and equipment not anchored in or to the fueling canopy.

C. Notify Owner of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the

Work.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify

Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

1.6 COORDINATION

A. Arrange selective demolition schedule so as not to interfere with Owner's operations.

B. Arrange selective demolition schedule to be coordinated with construction phasing.

1.7 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA and Florida DEP notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

SELECTIVE DEMOLITION 024119 - 3

B. Standards: Comply with ANSI/ASSP A10.6, NFPA 241, and OSHA regulations.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents.

B. Verify that utilities have been disconnected and capped before starting selective demolition operations.

C. Inventory and record the condition of items to be removed and salvaged.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Arrange to shut off utilities with utility companies if required.

2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

3. Disconnect, demolish, and remove fuel systems, electrical and control systems, equipment, and components indicated on Drawings to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.

3.3 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.

SELECTIVE DEMOLITION 024119 - 4

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain.

C. Remove temporary barricades and protections where hazards no longer exist.

3.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

2. Do not use cutting torches until work area is cleared of flammable materials. Maintain portable fire-suppression devices during flame-cutting operations.

3. Dispose of demolished items and materials promptly

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed and Salvaged Items: Transport items to Owner's storage area on-site.

D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition.

3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Concrete Pavement: Demolish in sections. Using power-driven saw, cut concrete to a depth of at least 1 inch at junctures with construction to remain. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete.

Neatly trim openings to dimensions indicated.

B. Concrete Island Edge: Demolish in sections. Using power-driven saw, cut concrete to a depth of at least 1 inch at junctures with construction to remain. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete.

Neatly trim openings to dimensions indicated.

C. Concrete Slabs-on-Grade: Saw-cut full depth perimeter of area to be demolished, and then break up and remove.

D. Piping: Remove piping only to extent required to complete project work.

1. Verify that fuel piping is isolated, drained and vented.

2. Disassemble piping at unions, flanges or fittings. Avoid cutting or demolition methods that may ignite residual flammable or combustible materials.

SELECTIVE DEMOLITION 024119 - 5

3.6 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site and dispose of them in an approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

3.7 SELECTIVE DEMOLITION SCHEDULE

A. Remove: Items as shown on drawings.

B. Remove and Salvage: Steel pavement cover plates.

C. Existing to Remain: As shown on drawing.

END OF SECTION 024119

SELECTIVE DEMOLITION 024119 - 6

Space Coast Area Transit Cocoa Fuel Tank Replacement and Pavement Repair. 8/8/2025

CONCRETE FORMING AND ACCESSORIES 031000 - 1

SECTION 031000 - CONCRETE FORMING AND ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Form-facing material for cast-in-place concrete for new tank pad foundations.

2. Shoring, bracing, and anchoring.

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.3 ACTION SUBMITTALS

A. Product Data: For each of the following:

1. Exposed surface form-facing material.

2. Form ties.

3. Form-release agent.

1.4 INFORMATIONAL SUBMITTALS

A. Field quality-control reports.

B. Minutes of preinstallation conference.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Concrete Formwork: Design, engineer, erect, shore, brace, and maintain formwork, shores, and reshores in accordance with ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads, so that resulting concrete conforms to the required shapes, lines, and dimensions.

1. Design wood panel forms in accordance with APA's "Concrete Forming

Design/Construction Guide."

2. Design formwork to limit deflection of form-facing material to 1/240 of center-to-center spacing of supports.

CONCRETE FORMING AND ACCESSORIES 031000 - 2

2.2 FORM-FACING MATERIALS

A. As-Cast Surface Form-Facing Material:

1. Provide continuous, true, and smooth concrete surfaces.

2. Furnish in largest practicable sizes to minimize number of joints.

3. Acceptable Materials: As required to comply with Surface Finish designations specified in Section 033000 "Cast-In-Place Concrete, and as follows:

a. Plywood, metal, or other approved panel materials.

b. Exterior-grade plywood panels, suitable for concrete forms, complying with

DOC PS 1, and as follows:

1) APA Plyform Class I, B-B or better; mill oiled and edge sealed.

2.3 RELATED MATERIALS

A. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.

B. Form-Release Agent: Commercially formulated form-release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces.

1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

2. Form release agent for form liners shall be acceptable to form liner manufacturer.

C. Form Ties: Factory-fabricated, removable or snap-off, glass-fiber-reinforced plastic or metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface.

PART 3 - EXECUTION

3.1 INSTALLATION OF FORMWORK

A. Comply with ACI 301.

B. Construct formwork, so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117 and to comply with the

Surface Finish designations specified in Section 033000 "Cast-In-Place Concrete" for as-cast finishes..

C. Limit concrete surface irregularities as follows:

1. Surface Finish-2.0: ACI 117 Class B, 1/4 inch.

D. Construct forms tight enough to prevent loss of concrete mortar.

1. Minimize joints.

CONCRETE FORMING AND ACCESSORIES 031000 - 3

2. Exposed Concrete: Symmetrically align joints in forms.

E. Construct removable forms for easy removal without hammering or prying against concrete surfaces.

1. Provide crush or wrecking plates where stripping may damage cast-concrete surfaces.

2. Install, recesses, and other accessories, for easy removal.

F. Do not use rust-stained, steel, form-facing material.

G. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces.

1. Provide and secure units to support screed strips.

2. Use strike-off templates or compacting-type screeds.

H. Chamfer exterior corners and edges of permanently exposed concrete.

I. Form openings, offsets, keyways, blocking and screeds, required in the Work.

1. Determine sizes and locations from trades providing such items.

2. Obtain written approval of Engineer prior to forming openings not indicated on

Drawings.

J. Construction Joints:

1. Construct joints true to line with faces perpendicular to surface plane of concrete.

2. Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Engineer.

3. Place joints perpendicular to main reinforcement.

K. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete.

L. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment.

M. Coat contact surfaces of forms with form-release agent, according to manufacturer's written instructions, before placing reinforcement.

3.2 INSTALLATION OF EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete.

1. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

2. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC 303.

3. Clean embedded items immediately prior to concrete placement.

CONCRETE FORMING AND ACCESSORIES 031000 - 4

3.3 FIELD QUALITY CONTROL

A. Special Inspections: Owner will engage a special inspector and qualified testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Inspections:

1. Inspect formwork for shape, location, and dimensions of the concrete member being formed.

END OF SECTION 031000

CONCRETE REINFORCING 032000 - 1

SECTION 032000 - CONCRETE REINFORCING

1.1 SUMMARY

A. Section Includes:

1. Steel reinforcement bars for new tank foundation and island edge repairs.

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.3 ACTION SUBMITTALS

A. Product Data: For the following:

1. Each type of steel reinforcement.

2. Bar supports.

3. Mechanical splice couplers.

B. Shop Drawings: Comply with ACI SP-066:

1. Include placing drawings that detail fabrication, bending, and placement.

2. Include bar sizes, lengths, materials, grades, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, location of splices, lengths of lap splices, details of mechanical splice couplers, tie spacing, hoop spacing, and supports for concrete reinforcement.

1.4 INFORMATIONAL SUBMITTALS

A. Material Test Reports: For the following, from a qualified testing agency:

1. Steel Reinforcement:

a. For reinforcement to be welded, mill test analysis for chemical composition and carbon equivalent of the steel in accordance with ASTM A706/A706M.

B. Field quality-control reports.

C. Minutes of preinstallation conference.

CONCRETE REINFORCING 032000 - 2

PART 2 - PRODUCTS

2.1 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A615/A615M, Grade 60, deformed.

2.2 REINFORCEMENT ACCESSORIES

A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded-wire reinforcement in place.

1. Manufacture bar supports from steel wire, plastic, or precast concrete in accordance with

CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:

a. For concrete surfaces exposed to view, where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected steel wire, all-plastic bar supports, or

CRSI Class 2 stainless steel bar supports.

B. Steel Tie Wire: ASTM A1064/A1064M, annealed steel, not less than 0.0508 inch in diameter.

1. Finish: Plain.

2.3 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

PART 3 - EXECUTION

3.1 PREPARATION

A. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that reduce bond to concrete.

3.2 INSTALLATION OF STEEL REINFORCEMENT

A. Comply with CRSI's "Manual of Standard Practice" for placing and supporting reinforcement.

B. Accurately position, support, and secure reinforcement against displacement.

1. Locate and support reinforcement with bar supports to maintain minimum concrete cover.

2. Do not tack weld crossing reinforcing bars.

C. Preserve clearance between bars of not less than 1 inch, not less than one bar diameter, or not less than 1-1/3 times size of large aggregate, whichever is greater.

CONCRETE REINFORCING 032000 - 3

D. Provide concrete coverage in accordance with ACI 318.

E. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

F. Splices: Lap splices as indicated on Drawings.

1. Bars indicated to be continuous, and all vertical bars to be lapped not less than 36 bar diameters at splices, or 24 inches, whichever is greater.

2. Stagger splices in accordance with ACI 318.

3.3 JOINTS

A. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.

1. Place joints perpendicular to main reinforcement.

2. Continue reinforcement across construction joints unless otherwise indicated.

3. Do not continue reinforcement through sides of strip placements of floors and slabs.

3.4 INSTALLATION TOLERANCES

A. Comply with ACI 117.

3.5 FIELD QUALITY CONTROL

A. Special Inspections: Owner will engage a special inspector and qualified testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Inspections:

1. Steel-reinforcement placement.

END OF SECTION 032000

CONCRETE REINFORCING 032000 - 4

CAST-IN-PLACE CONCRETE 033000 - 1

SECTION 033000 - CAST-IN-PLACE CONCRETE

1.1 SUMMARY

A. Section Includes:

1. Cast-in-place concrete, including concrete materials, mixture design, placement procedures, and finishes for new tank pad foundations and island curb repairs.

B. Related Requirements:

1. Section 031000 "Concrete Forming and Accessories" for form-facing materials, form liners, insulating concrete forms, and waterstops.

2. Section 032000 "Concrete Reinforcing" for steel reinforcing bars and welded-wire reinforcement.

1.2 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash, slag cement, and other pozzolans materials subject to compliance with requirements.

B. Water/Cement Ratio (w/cm): The ratio by weight of water to cementitious materials.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.4 ACTION SUBMITTALS

A. Product Data: For each of the following.

1. Portland cement.

2. Fly ash.

3. Aggregates.

4. Admixtures:

a. Include limitations of use, including restrictions on cementitious materials, supplementary cementitious materials, air entrainment, aggregates, temperature at time of concrete placement, relative humidity at time of concrete placement, curing conditions, and use of other admixtures.

5. Vapor retarders.

6. Curing materials.

CAST-IN-PLACE CONCRETE 033000 - 2

7. Joint fillers.

B. Sustainable Design Submittals:

C. Design Mixtures: For each concrete mixture, include the following:

1. Mixture identification.

2. Minimum 28-day compressive strength.

3. Durability exposure class.

4. Maximum w/cm.

5. Slump limit.

6. Air content.

7. Nominal maximum aggregate size.

8. Indicate amounts of mixing water to be withheld for later addition at Project site if permitted.

9. Intended placement method.

10. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.

D. Concrete Schedule: For each location of each Class of concrete indicated in "Concrete

Mixtures" Article, including the following:

1. Concrete Class designation.

2. Location within Project.

3. Exposure Class designation.

4. Formed Surface Finish designation and final finish.

5. Curing process.

1.5 INFORMATIONAL SUBMITTALS

A. Material Certificates: For each of the following, signed by manufacturers:

1. Cementitious materials.

2. Admixtures.

3. Curing compounds.

4. Vapor retarders.

5. Joint-filler strips.

B. Material Test Reports: For the following, from a qualified testing agency:

1. Portland cement.

2. Fly ash.

3. Aggregates.

4. Admixtures:

C. Research Reports: For concrete admixtures in accordance with ICC's Acceptance Criteria

AC198.

D. Preconstruction Test Reports: For each mix design.

CAST-IN-PLACE CONCRETE 033000 - 3

E. Field quality-control reports.

F. Minutes of preinstallation conference.

1.6 QUALITY ASSURANCE

A. Ready-Mixed Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C94/C94M requirements for production facilities and equipment.

1. Manufacturer certified in accordance with NRMCA's "Certification of Ready Mixed

Concrete Production Facilities."

1.7 PRECONSTRUCTION TESTING

A. Preconstruction Testing Service: Engage a qualified testing agency to perform preconstruction testing on each concrete mixture.

1. Include the following information in each test report:

a. Admixture dosage rates.

b. Slump.

c. Air content.

d. Seven-day compressive strength.

e. 28-day compressive strength.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Comply with ASTM C94/C94M and ACI 301.

1.9 FIELD CONDITIONS

A. Hot-Weather Placement: Comply with ACI 301 and ACI 305.1.

PART 2 - PRODUCTS

2.1 CONCRETE, GENERAL

A. ACI Publications: Comply with ACI 301 unless modified by requirements in the Contract

Documents.

2.2 CONCRETE MATERIALS

A. Cementitious Materials:

CAST-IN-PLACE CONCRETE 033000 - 4

1. Portland Cement: ASTM C150/C150M, Type I/II gray.

2. Fly Ash: ASTM C618, Class C or F.

3. Maximum Coarse-Aggregate Size: 1 inch nominal.

4. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

B. Air-Entraining Admixture: ASTM C260/C260M.

C. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures that do not contribute water-soluble chloride ions exceeding those permitted in hardened concrete.

Do not use…