6-Appendix B - Supplemental Specifications.pdf

APPENDIX B – SUPPLEMENTAL SPECIFICATIONS

FOR

SOUTHWEST REGIONAL WATER RECLAMATION FACILITY

LANDSCAPE BUFFER

IN

MARION COUNTY, FLORIDA

PREPARED FOR:

Marion County Utilities 11800 SE US Hwy 441

Belleview, Florida 34420

DATE: September 15, 2025 Prepared By:

925 S.E. 17th Street, Suite A

Ocala, FL 34471

Ph 352-861-7799 • Fax 352-861-7709

Project No. 208.88

Chuck A. Pigeon, P.E. NO. 37338

SECTION 00800

TECHNICAL SPECIAL PROVISIONS

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PART 1 - GENERAL

1.01 GENERAL

The Special Provisions of these specifications are intended as modifications or supplements to Information for Bidders and the Technical Specifications, in the intent that any provisions of this section shall govern. If at any time the plans or specifications for this project are unclear, the Contractor shall contact the Engineer immediately. For those situations where details are not included or miscellaneous work arises during the project which is not covered by the specifications for this project, the materials used and construction performed shall be in accordance with Marion County Land Development Code and Recommended Standards for Water Works (Ten State Standards for Water), latest editions.

All improvements shall be made in accordance with the Marion County Land Development Code (LDC) and these Technical Specifications. Discrepancies and inconsistencies between LDC requirements and these Specifications shall be resolved by ENGINEER and the Marion County Utilities Director.

Marion County Land Development Code, can be accessed at the following web site:

https://library.municode.com/fl/marion_county/codes/land_development_code

1.02 CONSTRUCTION STAKEOUT

It will be the responsibility of the Contractor to perform all necessary construction stakeout for the project scope of work.

1.03 TESTING

The Contractor will designate an independent, ASTM certified testing laboratory to be used for the testing of materials to be used in the project and will pay the costs incurred by that laboratory. The Contractor shall furnish certified results of all tests to the Engineer.

A. Density Testing for Berm Compaction:

Compaction Test Requirements: Compaction test results shall be submitted for all work. Results of compaction tests shall meet minimum requirements prior to proceeding with the installation of the proposed fence/landscaping. Results shall be provided to the Engineer for approval prior to the next stage of work. One complete set of testing reports shall be submitted to Engineer upon project completion.

The Contractor shall employ a certified independent testing laboratory and shall pay for all required compaction density tests. Compaction density testing shall be included in the bid proposal.

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The laboratory shall submit one copy of the certified test reports, after testing to the Engineer for review.

A compaction density test shall be conducted every 50’ along the proposed berm. Compaction Density for the berm, shall be 90% of the maximum density as determined by AASHTO T-180 with a minus 3% tolerance. Compaction testing shall be performed prior to the installation of proposed fencing or landscaping.

Contractor shall conduct and complete all backfill density testing in accordance with Marion County Land Development Code. Test reports shall be provided to Engineer.

B. Test Results:

The Contractor shall furnish to the Engineer certified results of the density tests.

1.04 INSPECTIONS

The Engineer or an authorized engineer representative will periodically conduct construction inspections. The Contractor shall complete each specific item of work listed below which pertains to the project and notify the Engineer or his representative at least 24 hours in advance of a request for inspection. The Contractor's project superintendent shall be present at all inspections and upon request by the inspector, furnish construction equipment to aid in the inspection.

The following are mandatory inspections, which shall be conducted when the item of work applies to the subject project.

1. Density tests

2. Substantial Completion Inspection - When all construction is completed. The

Contractor, Inspector, and Engineer shall prepare a punch list at this time.

3. County Inspections – Contractor shall coordinate and call for all County required inspections.

4. Final Inspection - Final inspection will be conducted following the completion of all punchlist items noted during the Substantial Completion Inspection.

All inspections shall be requested, conducted and approved by the Engineer or his representative prior to approval of the payment request for the item of work.

1.05 OWNER TESTING/INSPECTION

The Owner reserves the right to enter upon the project at any time for purposes of inspection of the work to obtain samples of materials for testing by its laboratory.

The results of any such inspections or testing will be discussed with the Engineer if necessary. Owner forces will not intercede between the Contractor and the Engineer.

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1.06 REGULATIONS

The Contractor shall take care to strictly observe all applicable FDOT, OSHA, State, Local or other Federal Standards with respect to the safety of persons during construction.

1.07 LEGAL REQUIREMENTS

The Contractor's attention is directed to the safety regulations promulgated by the State of Florida, Department of Commerce and to the provisions of Chapter 403, Florida Statutes, regarding control of air and water pollution as well as the Rules and Regulations of the Department of Environmental Regulation, particularly Chapter 62-500 and 62-555.

The Contractor shall be responsible for obeying all Federal, State, County, by-laws, ordinances, resolutions, and regulations which pertain to his work.

Agreements and easement rights between the Marion County and others have been obtained for particular areas of the project. The Contractor shall be responsible for compliance with all provisions set forth in said agreements and easement conditions as they may pertain to the performance of the Contractor’s work.

Permits to be Obtained by Contractor for this project include for following:

A. Marion County Building Permit

The Public shall, at all times be protected from hazard areas of the work site by use of barriers, barricades, silt fence, or other safety devices, appropriate to maintain public safety. This includes the safety of the wastewater facility operators, as well.

1.08 EXISTING UTILITIES

Existing utility poles, boxes and underground cables, pipelines, structures, equipment and appurtenances and similar utilities are to be protected and/or supported where construction passes under or close to said utilities. The Contractor shall coordinate with the Owners of the existing utilities to provide support of any and all utility adjustments, where and when required.

The Contractor is responsible for field location of all existing utilities, structures, and appurtenances prior to commencing construction in any specific project area. Notify owner of potential conflicts for proposed items and existing infrastructure.

1.09 UTILITIES PROVIDED BY OWNER

There shall be NO utilities provided by OWNER. Services such as portable toilet facilities, drinking water, site lighting, etc. are not provided. General contractor shall provide all services necessary to perform work.

1.10 DRIVEWAY ACCESS AND PARKING

The Contractor shall maintain access for treatment plant operators at all times.

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1.11 MATERIALS STORAGE

Any stored materials and equipment shall be the sole responsibility of Contractor.

OWNER may designate area on site for materials storage. Coordinate material deliveries and offloading with treatment plant operators.

1.12 DEMOLITION

Demolish, remove and dispose of existing chainlink fence specified for removal within project area as shown on the plans.

1.13 OFFSITE FENCING

The adjacent parcel contains decrepit chainlink fencing along the path of proposed planting which encloses the RV and boat storage lot along the east property line. The ownership entity has been notified of the condition of the existing fence. Contractor shall avoid contact with the existing fence and leave in place in current condition.

END OF SECTION

00800_Technical Special Provisions