Osceola_Ave_Bid_Docs_6_22_2026_-_section_IIIA.pdf

PDF 339 KB Posted Jul 21, 2026

Attached to: Osceola Avenue Corridor Improvements
Solicitation number: 22-0017-EN
Issued by: Pinellas County, Florida

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Written by GovTribe AI · Jul 30, 2026

This document is the Supplemental General Conditions (Section IIIA) for the Osceola Avenue Corridor Improvements project issued by the City of Clearwater, Florida Public Works Department. The project encompasses roadway reconstruction, stormwater improvements, potable water, reclaimed water and sanitary sewer infrastructure, pedestrian and signal improvements, intelligent transportation systems, and landscaping along the Osceola Avenue corridor in downtown Clearwater. The work is being executed as a lump sum contract with a contract time of 365 days. The project requires coordination with multiple adjacent developments including the Ballad Hotel (KAST), Bluffs Apartments (Gotham and Moss Construction), and the Osceola Parking Garage (Creative Contractors), as well as accommodation of City-approved special events. The contractor must submit a Coordination Matrix and Project Coordination Plan within 14 days of Notice to Proceed and participate in mandatory weekly coordination meetings throughout the project duration. The project schedule incorporates milestones for adjacent development projects and maintains strict requirements for traffic control, utility operations, and pedestrian access, particularly to the Clearwater Main Library.

The contractor is responsible for all costs associated with coordination with adjacent projects, other contractors, utility operations, and public events, with such impacts accounted for within the lump sum contract price and 365-day schedule. The owner retains sole authority to prohibit or order work stopped and may cancel scheduled shutdowns without providing additional compensation, though delays from such cancellations may be considered for time extensions at the city's discretion. No monetary compensation is due for delays or disruptions arising from adjacent construction activities, utility operations, or coordination requirements consistent with contract documents; however, if delays result from material deviations from documented coordination and could not have been reasonably anticipated or were not caused by the contractor, equitable adjustment in contract time and potential additional compensation may be considered. The contractor must maintain traffic per FDOT standards, develop a dynamic maintenance of traffic approach accommodating adjacent construction and special events, provide minimum 10 days' notice for utility shutdowns, and maintain adequate labor, supervision, and equipment to ensure project completion in accordance with all milestones and schedule requirements. Failure to maintain adequate progress or comply with coordination requirements may result in the owner supplementing the work at the contractor's expense.

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File	Type	Posted
Osceola_Avenue_Corridor_Improvements_(Addendum_#9_Revision).pdf	PDF	Sep 4, 2026
Osceola_Avenue_Corridor_Improvements.pdf	PDF	Jul 29, 2026
APPENDIX_FINAL_7_22_2026.pdf	PDF	Jul 24, 2026
22-0017_EN_Osceola_Ave_-_PLANS_S&S.pdf	PDF	Jul 24, 2026
Osceola_Ave_Bid_Docs_6_22_2026_-_section_IIA.pdf	PDF	Jul 21, 2026
Osceola_Ave_Bid_Docs_6_22_2026_-_section_IVA.pdf	PDF	Jul 21, 2026

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SECTION IIIA – SUPPLEMENTAL GENERAL CONDITIONS

SECTION IIIA Page 1 of 6

SECTION IIIA

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT

SUPPLEMENTAL GENERAL CONDITIONS – SUMMARY (SECTION IIIA)

GENERAL

This document summarizes Section IIIA – Supplemental General Conditions for the Osceola Corridor Improvements Project. These provisions modify and supplement the General Conditions and establish coordination-driven requirements for project execution.

1. PHASING AND COORDINATION

Phasing is conceptual and not fixed. The Contractor shall perform the Work in a flexible and adaptive manner to accommodate adjacent developments, including the Ballad Hotel (KAST), Bluffs Apartments (Gotham), and the Osceola Parking Garage (Creative Contractors), as well as City-approved events. Concurrent operations within and adjacent to the corridor shall be considered normal and anticipated conditions of the Work.

2. NO EXCLUSIVE ACCESS

The City retains control of the public right-of-way. The Contractor is not guaranteed exclusive use of the project corridor and shall plan for shared access with developers and other parties. The Contractor shall make a good faith effort to coordinate with adjacent projects, including the Ballad Hotel (KAST), Bluffs Apartments (Gotham), and the Osceola Parking Garage (Creative Contractors); however, such coordination shall not relieve the Contractor of its obligation to maintain progress of the Work in accordance with the Contract Documents. Coordination with all stakeholders is essential to the successful execution of the Work.

3. NO DAMAGES FOR DELAY

The Contractor acknowledges that the Project requires ongoing coordination with adjacent construction activities, utility operations, other contractors, and public events within and adjacent to the Project corridor.

The Contractor further acknowledges that allowances for coordination-related impacts with adjacent property owners and contractors along the corridor are included in the Lump Sum Contract Price and accounted for under the Contract Time (365 days), and that such allowances account for reasonably anticipated impacts associated with adjacent projects, utilities, and City requirements. No coordination-related allowance or contingency work shall proceed without prior written authorization from the Owner.

The Contractor agrees that no monetary compensation shall be due for delays, disruptions, or inefficiencies arising from:

• Activities of adjacent or nearby construction projects

• Operations of other contractors, utility companies, or developers

SECTION IIIA Page 2 of 6

• Coordination requirements imposed by the Owner provided that such impacts are consistent with the Contract Documents, including the Project Coordination Matrix, the Project Schedule, and associated milestones, and coordination requirements documented in project meetings.

For impacts meeting the above conditions, the Contractor’s sole remedy shall be an extension of Contract Time, if justified.

If the Contractor demonstrates that delays or disruptions result from a material deviation from documented coordination, and such impacts could not have been reasonably anticipated and were not caused by the Contractor, the Contractor may be entitled to an equitable adjustment in Contract Time and consideration of additional compensation, subject to proper documentation and notice in accordance with the Contract.

This provision shall not apply in cases of the Owner’s active interference or bad faith actions.

4. COORDINATION MATRIX

Within fourteen (14) days of Notice to Proceed, the Contractor shall submit a Coordination Matrix identifying all stakeholders, including KAST, Moss Construction, Creative Contractors, and City of Clearwater Special Events, and defining associated conflicts, interfaces, and coordination responsibilities.

In addition, the Contractor shall prepare and submit a Project Coordination Plan within the same timeframe. The Coordination Plan shall include, at a minimum:

• Strategies for coordinating with adjacent developments, including sequencing and interface management

• Procedures to avoid and mitigate conflicts with private construction activities

• Methods to maintain access and safety during special events, including concerts, festivals, and public gatherings

• Communication protocols with developers, utility providers, businesses, and City staff

• Procedures for identifying, escalating, and resolving coordination conflicts in a timely manner

The Coordination Matrix and Coordination Plan shall be integrated with the CPM schedule and used together as the primary coordination and documentation tools for the Project.

The Coordination Matrix shall be updated monthly, and the Coordination Plan shall be updated as necessary throughout the duration of the Work.

Acceptance of the Coordination Matrix or Coordination Plan by the Owner does not relieve the Contractor of its obligations under the Contract Documents.

SECTION IIIA Page 3 of 6

5. SCHEDULE AND MILESTONES

The Contractor shall incorporate adjacent project milestones, including those associated with the Ballad Hotel (KAST), Bluffs Apartments (Moss Construction), and the Osceola Parking Garage (Creative Contractors), as well as event readiness requirements and coordination activities, into the CPM schedule.

6. WEEKLY COORDINATION MEETINGS

The Contractor shall attend mandatory weekly coordination meetings and provide a two-week lookahead schedule, updated Coordination Matrix, and identification of potential conflicts, including those associated with adjacent projects such as the Ballad Hotel (KAST), Bluffs Apartments (Moss Construction), and the Osceola Parking Garage (Creative Contractors), and shall proactively coordinate with all stakeholders to mitigate such conflicts.

7. SCHEDULE CONTROL AND FLOAT

The city shall have the sole authority to prohibit or order work stopped. The city reserves the right to cancel scheduled shutdowns if conditions warrant. Delays to the Contractor caused by cancellations will be considered in evaluating requests for a time extension. They will not be considered an entitlement to additional compensation. However, compensation may be considered at city’s sole discretion

8. TRAFFIC AND UTILITY RESPONSIBILITIES

The Contractor shall maintain traffic in accordance with FDOT standards and ensure access at all times. Construction activities shall not interrupt water, wastewater, or reclaimed water service except for shutdowns or services interruptions approved in advance by the City and coordinated in accordance with Section IV, Section 209-2, Maintenance of Operations, and other applicable Contract Documents.

The Contractor shall develop, implement, and maintain a dynamic and adaptive Maintenance of Traffic (MOT) approach that accommodates adjacent construction activities, special events, peak traffic conditions, pedestrian access, and downtown operations.

The Contractor shall adjust MOT operations as necessary and as directed by Public Works, Transportation Division to minimize impacts to the public, businesses, and adjacent developments.

All modifications to MOT shall be performed in accordance with FDOT standards and approved traffic control plans. Pedestrian access to the Clearwater Main Library shall be maintained at all times during the Project. Access to the library parking lot shall also be maintained except where temporary closure is specifically approved by the Owner to facilitate construction activities. The Contractor shall minimize the duration and extent of any parking lot closure to the greatest extent practicable and shall coordinate all closures in advance with the Owner.

Intermittent reopening of eastbound Cleveland Street shall be permitted only when approved in writing by the Owner on a case-by-case basis, for limited durations, and solely as necessary to facilitate traffic detours or maintain traffic operations.

SECTION IIIA Page 4 of 6

Failure to adequately maintain or adapt traffic operations in accordance with this Section may be considered a failure to properly prosecute the Work.

The Contractor shall keep existing utilities in service during all phases of construction and coordinate any system shutdowns with the city sufficiently in advance to provide alternative service. The Contractor shall provide a minimum of 10 days’ notice. The Contractor shall protect the city’s utility system for any spills or overflows during construction. The city’s Project Manager and Dispatch (727-462-6633) shall be notified of any spills or overflows immediately.

9. PERFORMANCE REQUIREMENTS

The Contractor shall prosecute the Work with sufficient forces, equipment, and supervision to ensure completion in accordance with the Contract Documents, including all milestones and schedule requirements.

If, in the opinion of the Owner or Engineer, the Contractor fails to maintain adequate progress, properly staff the Project, or comply with coordination, schedule, or performance requirements, the Owner may, without additional cost to the Owner, require the Contractor to:

• Increase labor, supervision, equipment, or working hours

• Take any other action necessary to restore acceptable progress

If the Contractor fails to take corrective action promptly, the Owner reserves the right to supplement the Work with additional forces or contractors. All costs incurred by the Owner in supplementing the Work shall be the Contractor's responsibility and may be deducted from amounts due under the Contract.

The Contractor shall ensure that all personnel, including key staff and subcontractors, meet the qualification requirements specified in the Contract Documents. The Owner reserves the right to review, approve, and reject personnel or subcontractors that do not meet these requirements or fail to perform satisfactorily.

Failure to comply with this Section may constitute grounds for further contractual remedies, including withholding payment, assessment of damages, or termination in accordance with the Contract Documents.

10. STAKEHOLDER COMMUNICATION REQUIREMENTS

The Contractor shall maintain proactive and continuous communication with all project stakeholders, including adjacent developers, businesses, residents, utility providers, and event coordinators.

The Contractor shall:

• Designate a single point of contact responsible for coordination and communication

• Provide advance notice of construction activities that may impact access, traffic operations, or adjacent development activities

SECTION IIIA Page 5 of 6

• Participate in coordination meetings with stakeholders as required by the Owner

• Respond promptly to coordination issues, conflicts, and public concerns

Failure to maintain effective communication and coordination with stakeholders may be considered a failure to properly prosecute the Work.

11. IMPACT MINIMIZATION REQUIREMENT

The Contractor shall plan and execute the Work in a manner that minimizes disruption to adjacent construction activities, downtown businesses, residents, and special events.

Cleveland Street is permanently closed for traffic, but eastbound Cleveland Street shall be re-opened for short durations, should MOT Phasing require. Advance coordination and prior written approval from the City shall be required.

Construction sequencing, scheduling, and operations shall be developed and adjusted as necessary to maintain access, support adjacent project activities, and reduce impacts to the public and surrounding properties. This may include the temporary opening of eastbound traffic on Cleveland Street to facilitate construction, Advanced coordination and prior written approval from the City shall be required.

The Contractor acknowledges that impact minimization is a material requirement of the Work and shall incorporate such considerations into all planning and execution activities.

12. PRECONSTRUCTION COORDINATION WORKSHOP

Prior to commencement of Work, the Contractor shall participate in a mandatory coordination workshop with the Owner, Engineer, adjacent developers, utility providers, and key stakeholders.

The purpose of the workshop shall be to:

• Review coordination requirements and project constraints

• Establish communication protocols and points of contact

• Identify critical conflicts, interfaces, and access limitations

• Align sequencing, phasing, and milestone expectations

The Contractor shall incorporate outcomes of the workshop into the Project Schedule, Coordination Matrix, and Coordination Plan.

The Contractor shall incorporate the outcomes of the workshop into the Project Schedule, Coordination Matrix, including milestones for project activities that are substantially complete, such as Bluffs, Ballad Hotel, and Osceola Parking Garage, including milestones for project activities that are substantially complete, such as Bluffs, Ballard Hotel, and Osceola Parking Garage, and the Coordination Plan.

SECTION IIIA Page 6 of 6

END OF DOCUMENT

Osceola Avenue Corridor Improvements

22-0017-EN

CONTRACT DOCUMENTS & SPECIFICATIONS

Prepared for

Final Design

JUNE/2026 City of Clearwater, Florida

Osceola Avenue Corridor Improvements

(22-0017-EN)

TABLE OF CONTENTS

SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS

SECTION II INSTRUCTIONS TO BIDDERS

SECTION IIA SUPPLEMENTAL INSTRUCTIONS TO BIDDERS

SECTION III GENERAL CONDITIONS

SECTION IIIA SUPPLEMENTAL GENERAL CONDITIONS

SECTION IV TECHNICAL SPECIFICATIONS

SECTION IVA SUPPLEMENTAL TECHNICAL SPECIFICATIONS

SECTION V CONTRACT DOCUMENTS

APPENDIX ODP DOCUMENTS AND OTHER PROJECT DOCUMENTATION

SectionI - 2025_0709.pdf

INVITATION TO BID NOTICE TO CONTRACTORS

SectionII - 2025_0709.pdf

SECTION II

INSTRUCTIONS TO BIDDERS

1. COPIES OF BIDDING DOCUMENTS

2. QUALIFICATION OF BIDDERS

3. EXAMINATION OF CONTRACT DOCUMENTS AND SITE

4. INTERPRETATIONS AND ADDENDA

5. BID SECURITY OR BID BOND

6. CONTRACT TIME

7. LIQUIDATED DAMAGES

8. SUBSTITUTE MATERIAL AND EQUIPMENT

9. SUBCONTRACTORS

10. BID/PROPOSAL FORM

11. SUBMISSION OF BIDS

12. MODIFICATION AND WITHDRAWAL OF BIDS

13. REJECTION OF BIDS

14. DISQUALIFICATION OF BIDDER

15. OPENING OF BIDS

16. LICENSES, PERMITS, ROYALTY FEES AND TAXES

17. IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE

18. AWARD OF CONTRACT

19. BID PROTEST

20. TRENCH SAFETY ACT

21. CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENT MEASURES

SectionIII - 2025_0709.pdf

1. DEFINITIONS

2. PRELIMINARY MATTERS

2.1. DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE

2.2. COPIES OF DOCUMENTS

2.3. COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED, STARTING THE PROJECT

2.4. BEFORE STARTING CONSTRUCTION

2.5. PRECONSTRUCTION CONFERENCE

2.6. PROGRESS MEETINGS

3. CONTRACT DOCUMENTS, INTENT

3.1. INTENT

3.2. REPORTING AND RESOLVING DISCREPANCIES

4. AVAILABILITY OF LANDS, SUBSURFACE AND PHYSICAL CONDITIONS, REFERENCE POINTS

4.1. AVAILABILITY OF LANDS

4.2. INVESTIGATIONS AND REPORTS

4.3. PHYSICAL CONDITIONS, UNDERGROUND FACILITIES

4.4. REFERENCE POINTS

5. BONDS AND INSURANCE

5.1. PERFORMANCE AND PAYMENT BOND/CONTRACT BOND

5.2. INSURANCE REQUIREMENTS

5.2.1. COMMERCIAL GENERAL LIABILITY INSURANCE

5.2.2. COMMERCIAL AUTOMOBILE LIABILITY INSURANCE

5.2.3. WORKERS’ COMPENSATION AND EMPLOYER’S LIABILITY INSURANCE

5.2.4. PROFESSIONAL LIABILITY/MALPRACTICE/ERRORS OR OMISSIONS INSURANCE

5.2.5. CONTRACTOR’S EQUIPMENT/INLAND MARINE/PROPERTY INSURANCE

5.2.6. BUILDER’S RISK INSURANCE

5.3. OTHER INSURANCE PROVISIONS

5.4. WAIVER OF RIGHTS

6. CONTRACTOR’S RESPONSIBILITIES

6.1. SUPERVISION AND SUPERINTENDENCE

6.2. LABOR, MATERIALS AND EQUIPMENT

6.3. SUBSTITUTES AND "OR EQUAL" ITEMS

6.4. SUBCONTRACTORS, SUPPLIERS AND OTHERS

6.5. USE OF PREMISES

6.5.1. STAGING AREAS

6.5.2. RESTORATION TIME LIMITS

6.6. LICENSE AND PATENT FEES, ROYALTIES AND TAXES

6.7. LAWS AND REGULATIONS

6.7.1. E-VERIFY

6.8. PERMITS

6.9. SAFETY AND PROTECTION

6.10. EMERGENCIES

6.11. DRAWINGS

6.11.1. SHOP DRAWINGS, SAMPLES, RFIs, AND SUBMITTAL REVIEW

6.11.2. AS-BUILT DRAWINGS

6.11.2.1. General

6.11.2.2. Sanitary and Storm Sewer Piping Systems

6.11.2.3. Pressure Pipe construction (Water, Reclaimed Water, Force Main)

6.11.2.4. Electrical and Control Wiring

6.11.2.5. Horizontal and Vertical Control

6.11.2.6. Standards

6.11.2.7. Other

6.11.3. CAD STANDARDS

6.11.3.1. Layer Naming

6.11.3.1.1. Prefixes and Suffixes

6.11.3.1.2. Layer Naming Definitions:

6.11.3.2. Layer Properties

6.11.3.3. Text Styles

6.11.4. DELIVERABLES

6.12. CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE

6.13. CONTINUING THE WORK

6.14. INDEMNIFICATION

6.15. CHANGES IN COMPANY CONTACT INFORMATION

6.16. PUBLIC RECORDS

7. OTHER WORK

7.1. RELATED WORK AT SITE

7.2. COORDINATION

8. OWNER’S RESPONSIBILITY

9. OWNER REPRESENTATIVE’S STATUS DURING CONSTRUCTION

9.1. OWNER’S REPRESENTATIVE

9.2. CLARIFICATIONS AND INTERPRETATIONS

9.3. REJECTING OF DEFECTIVE WORK

9.4. SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS

9.5. DECISIONS ON DISPUTES

9.6. LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES

10. CHANGES IN THE WORK

11. CHANGES IN THE CONTRACT PRICE

11.1. CHANGES IN THE CONTRACT PRICE

11.2. ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT

11.3. UNIT PRICE WORK

12. CHANGES IN CONTRACT TIME

13. TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK

13.1. TESTS AND INSPECTION

13.2. UNCOVERING THE WORK

13.3. OWNER’S REPRESENTATIVE MAY STOP THE WORK

13.4. CORRECTION OR REMOVAL OF DEFECTIVE WORK

13.5. WARRANTY/CORRECTION PERIOD

13.6. ACCEPTANCE OF DEFECTIVE WORK

13.7. OWNER MAY CORRECT DEFECTIVE WORK

14. PAYMENTS TO CONTRACTOR AND COMPLETION

14.1. APPLICATION FOR PROGRESS PAYMENT

14.2. CONTRACTOR'S WARRANTY OF TITLE

14.3. REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS

14.4. PARTIAL UTILIZATION

14.5. FINAL INSPECTION

14.6. FINAL APPLICATION FOR PAYMENT

14.7. FINAL PAYMENT AND ACCEPTANCE

14.8. WAIVER OF CLAIMS

15. SUSPENSION OF WORK AND TERMINATION

15.1. OWNER MAY SUSPEND THE WORK

15.2. OWNER MAY TERMINATE

15.3. CONTRACTOR MAY STOP WORK OR TERMINATE

16. DISPUTE RESOLUTION

17. MISCELLANEOUS

17.1. SUBMITTAL AND DOCUMENT FORMS

17.2. GIVING NOTICE

17.3. NOTICE OF CLAIM

17.4. PROFESSIONAL FEES AND COURT COSTS INCLUDED

17.5. ASSIGNMENT OF CONTRACT

17.6. RENEWAL OPTION

17.7. ROLL-OFF CONTAINERS AND/OR DUMPSTERS

18. ORDER AND LOCATION OF THE WORK

19. MATERIAL USED

20. CONFLICT BETWEEN PLANS AND SPECIFICATIONS

21. OWNER DIRECT PURCHASE (ODP)

21.1. SALES TAX SAVINGS

21.2. TITLE AND OWNER RISK

21.3. CONTRACTOR’S RECEIPT OF MATERIALS

21.4. ODP RECORDS, WARRANTIES, AND INDEMNIFICATION

22. RESIDENT NOTIFICATION OF START OF CONSTRUCTION

22.1. GENERAL

22.2. EXAMPLE

23. PROJECT INFORMATION SIGNS

23.1. SCOPE AND PURPOSE

23.2. PROJECT SIGN, FIXED OR PORTABLE

23.3. FIXED SIGN

23.4. PORTABLE SIGNS

23.5. SIGN COLORING

23.6. SIGN PLACEMENT

23.7. SIGN MAINTENANCE

23.8. TYPICAL PROJECT SIGN

24. AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE

25. SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM AND ISRAEL CERTIFICATION FORM

section-iv_6_11_2026.pdf

100 SERIES: GENERAL

101. SCOPE OF WORK

102. FIELD ENGINEERING

102-1. LINE AND GRADE PERFORMED BY THE CONTRACTOR

102-1.1. GRADES, LINES AND LEVELS

102-1.2. LAYOUT DATA

102-2. LINE AND GRADE PERFORMED BY THE CITY

103. DEFINITION OF TERMS

103-1. REFERENCE STANDARDS

104. STREET CROSSINGS, ETC.

105. AUDIO/VIDEO RECORDING OF WORK AREAS

105-1. CONTRACTOR TO PREPARE AUDIO/VIDEO RECORDING

105-2. SCHEDULING OF AUDIO/VIDEO RECORDING

105-3. PROFESSIONAL VIDEOGRAPHERS

105-4. EQUIPMENT

105-5. RECORDED AUDIO INFORMATION

105-6. RECORDED VIDEO INFORMATION

105-7. VIEWER ORIENTATION

105-8. LIGHTING

105-9. SPEED OF TRAVEL

105-10. VIDEO LOG/INDEX

105-11. AREA OF COVERAGE

105-12. COSTS OF VIDEO SERVICES

106. STREET SIGNS

107. WORK ZONE TRAFFIC CONTROL

107-1. CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL

107-2. WORK ZONE TRAFFIC CONTROL PLAN

107-2.1. WORK ZONE SAFETY

107-3. ROADWAY CLOSURE GUIDELINES

107-3.1. ALL ROADWAYS

107-3.1.1. PUBLIC NOTIFICATION

107-3.2. MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS

107-3.2.1. PUBLIC NOTIFICATION

107-3.3. MAJOR ARTERIALS, MINOR ARTERIALS

107-3.3.1. PUBLIC NOTIFICATION

107-3.4. MAJOR ARTERIALS

107-3.4.1. PUBLIC NOTIFICATION

107-4. APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN

107-5. INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION

107-6. PAYMENT FOR WORK ZONE TRAFFIC CONTROL

107-7. CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR

108. OVERHEAD ELECTRIC LINE CLEARANCE

108-1. CLEARANCE OPTIONS

108-2. REQUIRED MINIMUM CLEARANCE DISTANCES

200 SERIES: SITEWORK

201. EXCAVATION FOR UNDERGROUND INFRASTRUCTURE WORK

201-1. EXCAVATION, BACKFILLING, AND COMPACTION FOR UNDERGROUND INFRASTRUCTURE

201-1.1. GENERAL

201-1.2. MATERIALS

201-1.3. CLEARING AND GRUBBING

201-1.3.1. GENERAL

201-1.3.2. CLEARING AND GRUBBING OPERATIONS

201-1.3.3. DISPOSAL OF DEBRIS MATERIAL

201-1.3.4. PRESERVATION OF TREES AND SHRUBBERY

201-1.3.5. PRESERVATION OF DEVELOPED PRIVATE PROPERTY

201-1.3.6. PRESERVATION OF PUBLIC PROPERTY

201-1.4. EXCAVATION PROTECTION

201-1.4.1. SHEETING AND BRACING

201-1.5. EXCAVATING FOR UTILITY STRUCTURES

201-1.6. TRENCH EXCAVATION FOR UTILITY PIPELINES

201-1.6.1. TRENCH EXCAVATION FOR PIPE LAYING - GENERAL

201-1.6.2. LIMITED TRENCH WIDTHS

201-1.6.3. MECHANICAL EXCAVATION

201-1.6.4. PAVEMENT CUTTING

201-1.6.5. ARTIFICIAL FOUNDATIONS IN TRENCHES

201-1.6.6. BELL HOLES

201-1.7. UNDERCUT OF EXCAVATIONS

201-1.8. STABILIZATION OF EXCAVATIONS

201-1.9. BACKFILL AND COMPACTION

201-1.9.1. MATERIALS

201-1.9.2. BACKFILL PLACEMENT AND COMPACTION

201-1.9.3. STRUCTURE FOUNDATION PREPARATION

201-1.10. DRAINAGE FROM EXCAVATIONS

201-1.11. FINAL GRADING

201-1.12. EXCESS EXCAVATED MATERIAL

201-1.13. SETTLEMENT

202. OBSTRUCTIONS

203. DEWATERING

203-1. GENERAL

203-1.1. Definition of Terms for Dewatering System

203-2. OBSERVATION WELLS

203-3. PUMPING AND DRAINAGE - GENERAL

203-3.1. DEWATERING EQUIPMENT

203-3.2. DEWATERING CONSIDERATIONS

203-3.3. DISPOSAL OF PUMPED WATER

203-3.4. GROUNDWATER TREATMENT (IF REQUIRED)

203-4. PERMIT REQUIREMENTS

204. UNSUITABLE MATERIAL REMOVAL

204-1. BASIS OF MEASUREMENT

204-2. BASIS OF PAYMENT

205. UTILITY TIE IN LOCATION MARKING

206. CLEARING AND GRUBBING

206-1. BASIS OF MEASUREMENT

206-2. BASIS OF PAYMENT

207. EROSION AND SEDIMENT CONTROL

207-1. GENERAL

207-2. TRAINING OF PERSONNEL

207-3. STABILIZATION OF DENUDED AREAS

207-4. PROTECTION AND STABILIZATION OF SOIL STOCKPILES

207-5. PROTECTION OF EXISTING STORM SEWER SYSTEMS

207-6. SWALES, DITCHES AND CHANNELS

207-7. UNDERGROUND UTILITY CONSTRUCTION

207-8. MAINTENANCE

207-9. COMPLIANCE

208. CONSTRUCTION AND REPAIR OF SEAWALLS AND OTHER BEACH EROSION CONTROL STRUCTURES

208-1. EXISTING SEAWALLS AND REVETMENTS

208-2. TOP OF CAP ELEVATION

208-3. SEAWALLS AND REVETMENTS LOCATED SEAWARD OF THE CCL

208-4. PLACEMENT OF NEW SEAWALL

208-5. POST CONSTRUCTION SURVEY

208-6. RIP-RAP

208-7. RETAINING WALL IN LIEU OF VERTICAL SEAWALL

209. MAINTENANCE OF OPERATIONS

209-1. GENERAL

209-2. EXECUTION

209-3. BASIS OF MEASUREMENT

210. DETECTION OF FACILITIES

211. RELOCATIONS

211-1. RELOCATION SHOWN ON DRAWINGS

211-2. RELOCATIONS NOT SHOWN ON DRAWINGS

212. RESTORATION PROCEDURES

212-1. INTERIM RESTORATION

212-2. FINAL RESTORATION

300 SERIES: MATERIALS

301. CONCRETE

302. EXCAVATION AND FORMS FOR CONCRETE WORK

302-1. EXCAVATION

302-2. FORMS

303. REINFORCEMENT

303-1. BASIS OF PAYMENT

304. BACKFILL

304-1. MATERIALS AND GENERAL

304-2. TESTING AND INSPECTION

305. RIPRAP

305-1. BASIS OF MEASUREMENT

305-2. BASIS OF PAYMENT

306. FLOWABLE FILL

307. MATERIAL INDEPENDENT TESTING

400 SERIES: SANITARY SEWER

401. SANITARY MANHOLES

401-1. BUILT UP TYPE

401-2. PRECAST TYPE

401-2.1. MANHOLE ADJUSTMENT RINGS (GRADE RINGS)

401-2.2. STAINLESS STEEL MANHOLE STORM WATER INFLOW ABATEMENT INSERTS (DISH/PAN)

401-2.2.1. MATERIALS AND DESIGN

401-2.2.2. MEASUREMENT AND PAYMENT

401-3. DROP MANHOLES

401-4. FRAMES AND COVERS

401-5. MANHOLE COATINGS

401-6. CONNECTIONS TO MANHOLES

401-7. MEASUREMENT AND PAYMENT

402. RAISING OR LOWERING OF SANITARY SEWER STRUCTURES

402-1. BASIS OF PAYMENT

403. SANITARY SEWERS AND FORCE MAINS

403-1. MATERIALS

403-1.1. GRAVITY SEWER PIPE

403-1.2. FORCE MAIN PIPE

403-2. INSTALLATION

403-2.1. GRAVITY SEWER PIPE

403-2.2. FORCE MAIN PIPE

403-3. INSPECTIONS OF LINES AND MANHOLES

403-4. TESTING

403-4.1. TESTING OF GRAVITY SEWERS

403-4.2. TESTING OF FORCE MAINS

403-5. BASIS OF PAYMENT

403-5.1. GRAVITY SEWER PIPE

403-5.2. FORCE MAIN PIPE PAYMENT

404. CURED-IN-PLACE PIPE SANITARY SEWER REHABILITATION

404-1. GENERAL

404-2. MEASUREMENT & PAYMENT

404-3. SUBMITTALS

404-4. CURED-IN-PLACE PIPE (CIPP) FOR GRAVITY SEWER MAINS

404-4.1. LINER MATERIAL

404-4.2. CHEMICAL JOINT, CRACK AND ANNULAR SPACE SEALING MATERIALS FOR ACTIVE LEAKS AND SERVICE LATERAL CONNECTIONS

404-4.3. MANHOLE CONNECTIONS

404-4.4. INSTALLATION AND EXECUTION

404-4.4.1. CLEANING/SURFACE PREPARATION

404-4.4.2. TELEVISION INSPECTION

404-4.4.2.1. IMAGE (PHOTOS) CAPTURE FORMAT AND REQUIREMENTS

404-4.4.2.2. DIGITAL VIDEO FORMAT AND REQUIREMENTS

404-4.4.2.3. SYNCHRONIZATION

404-4.4.3. LINER INSTALLATION

404-4.4.4. LATERAL RECONNECTION

404-4.4.5. TIME OF CONSTRUCTION

404-4.4.6. TESTING AND ACCEPTANCE

404-4.4.7. CLEANUP

404-5. CURED-IN-PLACE PIPE (CIPP) FOR SERVICE LATERALS

404-5.1. LINER MATERIAL

404-5.2. EPOXY RESIN MATERIAL

404-5.3. INSTALLATION AND EXECUTION

404-5.3.1. PRE-LINING INSPECTION

404-5.3.2. LATERAL PREPARATION

404-5.3.3. LINER INSTALLATION

404-5.3.4. TESTING AND ACCEPTANCE

405. SANITARY MANHOLE LINER RESTORATION

405-1. SCOPE AND INTENT

405-2. MEASUREMENT & PAYMENT

405-2.1. MANHOLE LINERS/COATING

405-2.2. REPLACE FRAME & COVER

405-2.3. REBUILD BENCH & CHANNEL/TROUGH

405-2.4. RESET/ADJUST MANHOLE FRAME & COVER

405-2.5. SEAL MANHOLE FRAME TO CORBEL CONNECTION WITH POLYUREA MATERIAL

405-3. CEMENTITIOUS COATING SYSTEM

405-3.1. SUBMITTALS

405-3.2. MATERIALS

405-3.2.1. PATCHING MIX

405-3.2.2. INFILTRATION CONTROL

405-3.2.3. GROUTING MIX

405-3.2.4. COATING MIX

405-3.2.5. WATER

405-3.2.6. OTHER MATERIALS

405-3.3. APPLICATION EQUIPMENT

405-3.4. INSTALLATION AND EXECUTION

405-3.4.1. PREPARATION

405-3.4.2. MIXING

405-3.4.3. SPRAYING

405-3.4.4. PREPARATION OF SAMPLES

405-3.4.5. CURING

405-3.5. TESTING AND ACCEPTANCE

405-4. RAVEN 405 EPOXY COATING SYSTEM

405-4.1. SUBMITTALS

405-4.2. MATERIALS

405-4.2.1. PATCHING MIX

405-4.2.2. INFILTRATION CONTROL

405-4.2.3. GROUTING MIX

405-4.2.4. COATING MATERIAL

405-4.2.5. OTHER MATERIALS

405-4.3. INSTALLATION AND EXECUTION

405-4.3.1. PREPARATION

405-4.3.2. APPLICATION

405-4.4. TESTING & ACCEPTANCE

405-5. SPRAYWALL POLYURETHANE COATING SYSTEM

405-5.1. SUBMITTALS

405-5.2. MATERIALS

405-5.2.1. PATCHING MIX

405-5.2.2. INFILTRATION CONTROL

405-5.2.3. GROUTING MIX

405-5.2.4. COATING MATERIAL

405-5.2.5. OTHER MATERIALS

405-5.3. INSTALLATION AND EXECUTION

405-5.3.1. PREPARATION

405-5.3.2. APPLICATION

405-5.4. TESTING & ACCEPTANCE

405-6. INTERNAL MANHOLE CORBEL SEALING SYSTEM

405-6.1. SUBMITTALS

405-6.2. MATERIALS

405-6.2.1. PATCHING MIX

405-6.2.2. INFILTRATION CONTROL

405-6.2.3. COATING MATERIAL

405-6.3. INSTALLATION AND EXECUTION

405-6.3.1. PREPARATION

405-6.3.2. APPLICATION

405-6.3.3. TESTING & ACCEPTANCE

406. SMOKE AND DYE TESTING

406-1. GENERAL PROTOCOL

406-2. REPORTING

406-3. DYE INVESTIGATION

406-3.1. DYE WATER TRACING

406-3.2. DYE WATER FLOODING

406-4. MEASUREMENT AND PAYMENT

406-5. BASIS OF PAYMENT

500 SERIES: POTABLE AND RECLAIMED WATER MAINS, FIRE LINES AND APPURTENANCES

501. SCOPE

502. MATERIALS

502-1. GENERAL

502-2. PIPE MATERIALS AND FITTINGS

502-2.1. DUCTILE IRON PIPE

502-2.1.1. MANUFACTURED RESTRAINED JOINTS FOR DUCTILE IRON PIPE

502-2.1.2. ALTERNATE MECHANICALLY RESTRAINED JOINTS FOR DI PIPE

502-2.1.2.1. Restraints for Ductile Iron Pipe with Mechanical Joint Fittings

502-2.1.2.2. Restraints for Ductile Iron Pipe with Push-on Joints

502-2.1.3. Ductile Iron Pipe Installed with Steel Casings

502-2.1.4. POLYETHYLENE ENCASEMENT FOR BURIED DUCTILE IRON PIPE

502-2.2. POLYVINYL CHLORIDE (PVC) PIPE

502-2.2.1. RESTRAINED JOINT PVC PIPE (DIRECTIONAL BORE)

502-2.3. HIGH DENSITY POLYETHYLENE (HDPE) PIPE

502-2.3.1. MECHANICAL JOINT ADAPTERS (MJ ADPATERS)

502-2.3.2. BUTT FUSION PROCESS AND INSTALLATION

502-2.4. PIPING IDENTIFICATION SYSTEM

502-2.4.1. EXTERIOR MARKINGS FOR BURIED PIPE

502-2.4.2. LOCATION DETECTION WIRE:

502-2.4.3. WARNING TAPE:

502-2.5. RESTRAINED JOINT COUPLINGS

502-3. GATE VALVES

502-4. VALVE BOXES

502-5. HYDRANTS

502-6. SERVICE SADDLES/ POLYETHYLENE SERVICE LINES

502-7. BACKFLOW PREVENTERS

502-8. TAPPING SLEEVES AND LINESTOPS

502-9. LINE STOPPING ASSEMBLIES

502-10. BLOW OFF HYDRANTS

503. CONSTRUCTION

503-1. MATERIAL HANDLING

503-2. PIPE LAYING

503-2.1. INSPECTION PRIOR TO INSTALLATION

503-2.2. GENERAL INSTALLATION REQUIREMENTS

503-2.3. INSTALLATION OF DUCTILE IRON PIPE

503-2.4. INSTALLATION OF POLYVINYL CHLORIDE (PVC) PIPE

503-2.5. DIRECTIONAL BORING INSTALLATION

503-2.5.1. GENERAL REQUIREMENTS

503-2.5.2. SUBMITTALS

503-2.5.3. QUALITY ASSURANCE AND COORDINATION OF WORK

503-2.5.4. HDD PIPE PRODUCTS

503-2.5.5. GENERAL HDD INSTALLATION CONSIDERATION

503-2.5.6. HDD DRILLING EQUIPMENT AND DRILLING FLUID

503-2.5.7. PREPARATION AND MOBILIZATION FOR HDD OPERATIONS

503-2.5.8. ENVIRONMENTAL REQUIREMENTS

503-2.5.9. DRILLING OPERATIONS

503-2.5.10. HDD INSTALLATION

503-2.5.11. DRILLING MUD AND CUTTINGS

503-2.5.12. REAMING AND PULLBACK

503-2.5.13. PIPELINE PROTECTION

503-2.5.14. PIPELINE CLEANING

503-2.5.15. PIPELINE TESTING

503-2.5.16. DISINFECTION FOR HDD POTABLE WATER PIPELINES

503-2.5.17. CITY ACCEPTANCE

503-2.5.18. REPAIR

503-2.5.19. CLEANUP AND REPAIR

503-3. SETTING OF VALVES, HYDRANTS AND FITTINGS

503-3.1. GENERAL

503-3.2. Fittings

503-3.3. VALVES

503-3.4. FIRE HYDRANTS

503-3.5. ANCHORAGE

503-4. CONNECTIONS TO EXISTING POTABLE WATER OR RECLAIMED WATER LINES

504. PIPELINE CLEANING

504-1. PIPELINE PIGGING

504-2. FINAL PIPELINE FLUSHING

505. TESTS

505-1. HYDROSTATIC PIPELINE TESTING

505-2. NOTICE OF TEST

506. DISINFECTION AND TESTING

506-1. DISINFECTION MATERIALS

506-2. FLUSHING SYSTEM

506-3. FINAL DISINFECTION PROCEDURE FOR POTABLE WATER MAINS

506-4. FLUSHING AND RESIDUAL CHLORINE TESTS

506-5. BACTERIALOGICAL TESTS

507. CORRECTION OF NON-CONFORMING WORK

508. OBTAINING WATER FOR FLUSHING AND TESTING

509. MEASUREMENT AND PAYMENT

509-1. GENERAL

509-2. FURNISH AND INSTALL WATER MAINS

509-2.1. MEASUREMENT

509-2.2. PAYMENT

509-3. FURNISH AND INSTALL FITTINGS

509-3.1. MEASUREMENT

509-3.2. PAYMENT

509-4. FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS

509-4.1. MEASUREMENT

509-4.2. PAYMENT

509-5. FURNISH AND INSTALL FIRE HYDRANTS

509-5.1. MEASUREMENT

509-5.2. PAYMENT

600 SERIES: STORMWATER

601. RAISING OR LOWERING OF STORM DRAINAGE STRUCTURES

601-1. BASIS OF PAYMENT

602. UNDERDRAINS

602-1. BASIS OF MEASUREMENT

602-2. BASIS OF PAYMENT

603. STORM SEWERS

603-1. TESTING AND INSPECTION

603-2. BASIS OF PAYMENT

604. STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES

604-1. BUILT UP TYPE STRUCTURES

604-2. PRECAST TYPE

604-3. BASIS OF PAYMENT

605. GABIONS AND MATTRESSES

605-1. MATERIAL

605-1.1. PVC COATED WIRE MESH GABIONS & MATTRESSES

605-1.1.1. GABION & MATTRESS BASKETS

605-1.1.2. PVC (POLYVINYL CHLORIDE) COATING

605-1.1.3. GABION AND MATTRESS FILLER MATERIAL

605-1.1.4. GEOTEXTILE FABRIC

605-2. PERFORMANCE

700 SERIES: STREETS AND SIDEWALKS

701. RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS AND STREET PAVEMENT

702. ROADWAY BASE AND SUBGRADE

702-1. BASE

702-1.1. BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE

702-1.2. BASIS OF PAYMENT FOR BASE AND REWORKED BASE

702-2. SUBGRADE

702-2.1. BASIS OF MEASUREMENT

702-2.2. BASIS OF PAYMENT

703. ASPHALTIC CONCRETE MATERIALS

703-1. ASPHALTIC CONCRETE

703-1.1. AGGREGATE

703-1.2. BITUMINOUS MATERIALS

703-2. HOT BITUMINOUS MIXTURES – PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE

703-3. ASPHALT MIX DESIGNS AND TYPES

703-4. ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS

703-5. GENERAL CONSTRUCTION REQUIREMENTS

703-6. CRACKS AND POTHOLE PREPARATION

703-6.1. CRACKS

703-6.2. POTHOLES

703-7. ADJUSTMENT OF MANHOLES AND APPURTANENCES

703-8. ADDITIONAL ASPHALT REQUIREMENTS

703-9. BASIS OF MEASUREMENT

703-10. BASIS OF PAYMENT

704. ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT

705. ASPHALT DRIVEWAYS

705-1. BASIS OF MEASUREMENT

705-2. BASIS OF PAYMENT

706. CONCRETE CURBS

706-1. BASIS OF MEASUREMENT

706-2. BASIS OF PAYMENT

707. CONCRETE SIDEWALKS AND DRIVEWAYS

707-1. CONCRETE SIDEWALKS

707-2. CONCRETE DRIVEWAYS

707-3. CONCRETE CURB RAMPS

707-4. BASIS OF MEASUREMENT

707-5. BASIS OF PAYMENT

708. MILLING OPERATIONS

708-1. EQUIPMENT, CONSTRUCTION & MILLED SURFACE

708-2. ADDITIONAL MILLING REQUIREMENTS

708-3. SALVAGEABLE MATERIALS

708-4. DISPOSABLE MATERIALS

708-5. ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES

708-6. ADJUSTMENT OF UTILITY MANHOLES

708-7. TYPES OF MILLING

708-8. MILLING OF INTERSECTIONS

708-9. BASIS OF MEASUREMENT

708-10. BASIS OF PAYMENT

800 SERIES: TRAFFIC SIGNALS, SIGNS AND MARKINGS

801. TRAFFIC SIGNAL EQUIPMENT AND MATERIALS

801-1. BASIS OF MEASUREMENT AND PAYMENT

802. SIGNING AND MARKING

802-1. BASIS OF MEASUREMENT AND PAYMENT

803. ROADWAY LIGHTING

803-1. BASIS OF MEASUREMENT AND PAYMENT

900 SERIES: LANDSCAPING/RESTORATION

901. WORK IN EASEMENTS OR PARKWAYS

902. GENERAL PLANTING SPECIFICATIONS

902-1. IRRIGATION

902-1.1. DESCRIPTION

902-1.1.1. QUALITY ASSURANCE

902-1.1.2. PROJECT CONDITIONS

902-1.1.3. WARRANTY

902-1.2. PRODUCTS

902-1.2.1. GENERAL

902-1.2.2. PIPING

902-1.2.3. PIPE FITTINGS

902-1.2.4. PVC PIPE CEMENT AND PRIMER

902-1.2.5. THREADED CONNECTIONS

902-1.2.6. GATE VALVES

902-1.2.6.1. MANUAL GATE VALVES TWO INCHES (2”) AND SMALLER

902-1.2.6.2. GATE VALVES TWO AND A HALF INCHES (2½”) AND LARGER

902-1.2.7. SLEEVES

902-1.2.8. REMOTE CONTROL VALVES

902-1.2.9. VALVE BOXES

902-1.2.10. AUTOMATIC CONTROL TIMER

902-1.2.11. FIELD TRANSMITTER

902-1.3. EXECUTION

902-1.3.1. GENERAL INSTALLATION REQUIREMENTS

902-1.3.2. EXCAVATING AND BACKFILLING

902-1.3.2.1. TRENCHING - GENERAL

902-1.3.2.2. BACKFILLING

902-1.3.2.3. ROUTING OF PIPING

902-1.3.3. INSTALLATION

902-1.3.3.1. WATER SUPPLY

902-1.3.3.2. ASSEMBLIES

902-1.3.3.3. SLEEVES: (EXISTING BY CITY OF CLEARWATER)

902-1.3.3.4. PLASTIC PIPE

902-1.3.3.5. CONTROLLERS

902-1.3.3.6. REMOTE CONTROL VALVES

902-1.3.3.7. GATE VALVES

902-2. LANDSCAPE

902-2.1. GENERAL

902-2.1.1. REQUIREMENTS OF REGULATORY AGENCIES

902-2.1.2. SCOPE OF WORK

902-2.1.3. QUALITY ASSURANCE

902-2.1.4. SUBMITTALS

902-2.1.5. ALTERNATES, ADDITIONS, DELETIONS, SUBSTITUTIONS

902-2.1.6. ABBREVIATIONS/DEFINITIONS

902-2.1.7. PRODUCT DELIVERY, STORAGE, AND HANDLING

902-2.1.7.1. PLANT MATERIALS

902-2.1.8. JOB CONDITIONS

902-2.1.8.1. ACCEPTANCE OF JOB CONDITIONS.

902-2.1.8.2. SCHEDULING OF WORK

902-2.1.8.3. UTILITIES

902-2.2. PRODUCTS

902-2.2.1. MATERIALS

902-2.2.1.1. PLANT MATERIALS: NOMENCLATURE

902-2.2.1.2. PLANT MATERIALS: QUALITY ASSURANCE

902-2.2.1.3. GRASSES: SOD OR SEED

902-2.2.1.4. MULCH

902-2.2.1.5. STAKES AND GUYS

902-2.2.1.6. PLANTING SOIL

902-2.2.1.7. TREE PROTECTION

902-2.2.1.8. ROOT BARRIER SYSTEM

902-2.2.1.9. PACKAGED MATERIALS

902-2.2.1.10. PESTICIDES

902-2.3. EXECUTION

902-2.3.1. PREPARATION

902-2.3.1.1. OBSTRUCTIONS BELOW GROUND

902-2.3.1.2. GRADING AND PREPARATION FOR PLANT MATERIALS

902-2.3.1.3. PREPARATION FOR ANNUAL BED PLANTING

902-2.3.1.4. PREPARATION FOR SEEDING AND SOD AREAS

902-2.3.2. INSTALLATION

902-2.3.2.1. BERM CONSTRUCTION (IF SPECIFIED)

902-2.3.2.2. LAYOUT OF PLANT MATERIALS

902-2.3.2.3. PLANTING PROCEDURES

902-2.3.2.4. SODDING

902-2.3.2.5. SEEDING

902-2.3.2.6. TREE GUYING, BRACING AND STAKING

902-2.3.2.7. MULCHING

902-2.3.2.8. CLEAN-UP

902-2.3.2.9. PROTECTION

902-2.3.2.10. REPAIR OF DAMAGES

902-2.3.3. MAINTENANCE

902-2.3.4. INSPECTION, REJECTION, AND ACCEPTANCE

902-2.3.4.1. INSPECTION

902-2.3.4.2. REJECTION AND REPLACEMENT

902-2.3.4.3. ACCEPTANCE

902-2.3.5. WARRANTY

903. SODDING

904. SEEDING

905. LAWN MAINTENANCE SPECIFICATIONS

905-1. SCOPE

905-2. SCHEDULING OF WORK

905-3. WORK METHODS

905-3.1. MAINTENANCE SCHEDULING

905-3.2. DUTIES PER SERVICE VISIT

905-3.2.1. LITTER AND DEBRIS

905-3.2.2. VISUAL CHECK

905-3.2.3. PLANT TRIMMING AND PALM PRUNING

905-3.2.3.1. TRAFFIC CONTROL

905-3.2.3.2. PEDESTRIAN SAFETY

905-3.2.4. WEED REMOVAL IN LANDSCAPED AREA

905-3.2.5. MULCH CONDITION

905-3.2.6. IRRIGATION SERVICE AND REPAIR

905-3.2.7. LAWN AND ORNAMENTAL PEST CONTROL

905-3.2.8. PALM FERTILIZATION

905-3.2.9. FREEZE PROTECTION

906. LEVEL OF SERVICE

907. COMPLETION OF WORK

908. INSPECTION AND APPROVAL

909. SPECIAL CONDITIONS

910. TREE PROTECTION

910-1. TREE BARRICADES

910-2. ROOT PRUNING

910-3. PROPER TREE PRUNING

911. IRRIGATION SYSTEM DESIGN

912. IRRIGATION SYSTEM INSTALLATION

SectionV - 2025_0709 6 11 2026.pdf

PUBLIC CONSTRUCTION BOND

CONTRACT

CONSENT OF SURETY TO FINAL PAYMENT

PROPOSAL/BID BOND

AFFIDAVIT

NON-COLLUSION AFFIDAVIT

PROPOSAL

CITY OF CLEARWATER ADDENDUM SHEET

BIDDER’S PROPOSAL

SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM

SCRUTINIZED COMPANIES THAT BOYCOTT ISRAEL LIST CERTIFICATION FORM

Appendix - 2025_0709.pdf

OWNER DIRECT PURCHASE (ODP) DOCUMENTS [if needed]

REQUEST TO REQUISITION FORM

PROJECT PERMITS

GEOTECHNICAL SOIL REPORT

UTILITY WORK SCHEDULES

PAGES Appendix - 2025_0709 - Copy2.pdf

CONTAMINATION SCREENING EVALUATION REPORT

Appendix - 2025_0709a.pdf

VERIFICATION OF EMPLOYMENT ELIGIBILITY FORM

OWNER DIRECT PURCHASE (ODP) DOCUMENTS (Not Applicable)

Owner Direct Purchase (ODP) Instructions