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301 NORTH CATTLEMEN ROAD, SUITE 302 SARASOTA, FLORIDA 34232 P 941-371-9832

pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/00_01_02

COLLIER COUNTY

NORTHEAST WATER RECLAMATION FACILITY/WATER TREATMENT PLANT

DEEP INJECTION WELLS CONVEYANCE

CLIENT PROJECT NO. 70194.2

CONTRACT/TECHNICAL SPECIFICATIONS

ISSUE FOR CONSTRUCTION

VOLUME 1 OF 2

FEBRUARY 2026 - REVISION 3

Table of Contents 00_01_10-1 7126I10 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/00_01_10 (Bid Set) February 2026

COLLIER COUNTY

NORTHEAST WATER RECLAMATION FACILITY/WATER TREATMENT PLANT

DEEP INJECTION WELLS

TABLE OF CONTENTS

VOLUME 1 OF 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION

NO.

TITLE RESPONSIBLE

ENGINEER

01_11_00 SUMMARY OF WORK MATTHEW S. LOVE

01_11_02 CONTRACT DOCUMENT LANGUAGE MATTHEW S. LOVE

01_14_00 WORK RESTRICTIONS MATTHEW S. LOVE

01_20_20 MEASUREMENT AND PAYMENT MATTHEW S. LOVE

01_29_73 SCHEDULE OF VALUES MATTHEW S. LOVE

01_29_77 APPLICATIONS FOR PAYMENT MATTHEW S. LOVE

01_31_19 PROJECT MEETINGS MATTHEW S. LOVE

01_31_24 WEB BASED CONSTRUCTION DOCUMENT

MANAGEMENT

MATTHEW S. LOVE

01_32_21 SCHEDULES AND REPORTS MATTHEW S. LOVE

01_33_00 SUBMITTAL PROCEDURES MATTHEW S. LOVE

01_41_00 REGULATORY REQUIREMENTS MATTHEW S. LOVE

01_45_00 QUALITY CONTROL MATTHEW S. LOVE

01_45_24 REGULATORY QUALITY ASSURANCE MATTHEW S. LOVE

01_50_00 TEMPORARY FACILITIES AND CONTROLS MATTHEW S. LOVE

01_56_17 EROSION AND SEDIMENT CONTROL MATTHEW S. LOVE

01_60_00 PRODUCT REQUIREMENTS MATTHEW S. LOVE

01_71_23 FIELD ENGINEERING MATTHEW S. LOVE

01_77_00 CLOSEOUT PROCEDURES MATTHEW S. LOVE

01_78_24 OPERATION AND MAINTENANCE MANUALS MATTHEW S. LOVE

01_78_36 WARRANTIES AND BONDS MATTHEW S. LOVE

01_81_50 DESIGN CRITERIA MATTHEW S. LOVE

DIVISION 03 - CONCRETE

03_15_14 HYDROPHILIC RUBBER WATERSTOP JOEL D. SMASON

03_21_17 ADHESIVE-BONDED REINFORCING BARS AND

ALL THREAD RODS IN CONCRETE

JOEL D. SMASON

03_30_01 CONCRETE WORK JOEL D. SMASON

03_35_29 TOOLED CONCRETE FINISHING JOEL D. SMASON

03_60_00 GROUTING JOEL D. SMASON

DIVISION 05 - METALS

05_05_24 MECHANICAL ANCHORING AND FASTENING

TO CONCRETE AND MASONRY

00_01_10-2 7126I10 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/00_01_10 (Bid Set) February 2026

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06_80_17 FIBERGLASS REINFORCED PLASTIC

FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07_92_00 JOINT SEALANTS JOEL D. SMASON

DIVISION 09 - FINISHES

09_96_01 HIGH-PERFORMANCE COATINGS JOEL D. SMASON

DIVISION 10 - SPECIALTIES

10_71_18 SHADE STRUCTURE JOEL D. SMASON

DIVISION 26 - ELECTRICAL

26_05_02 BASIC ELECTRICAL REQUIREMENTS ALEKSANDAR D.

STOJANOVIC

26_05_04 BASIC ELECTRICAL MATERIALS AND

METHODS

ALEKSANDAR D.

26_05_05 CONDUCTORS ALEKSANDAR D.

26_05_26 GROUNDING ALEKSANDAR D.

26_05_33 RACEWAYS ALEKSANDAR D.

26_08_00 ELECTRICAL TESTING ALEKSANDAR D.

26_20_00 ELECTRICAL MOTORS ALEKSANDAR D.

DIVISION 40 - PROCESS INTEGRATION

40_05_00.01 COMMON WORK RESULTS FOR GENERAL

PIPING

40_05_00.03 PIPE IDENTIFICATION MATTHEW S. LOVE

40_05_00.09 PIPING SYSTEMS TESTING MATTHEW S. LOVE

40_05_06.03 PIPE COUPLINGS MATTHEW S. LOVE

40_05_23.01 STAINLESS STEEL PIPE MATTHEW S. LOVE

40_05_31.17 POLYVINYL CHLORIDE (PVC) PIPE: SCHEDULE

TYPE

40_05_51.01 COMMON WORK RESULTS FOR VALVES MATTHEW S. LOVE

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40_05_52 SPECIALTY VALVES MATTHEW S. LOVE

40_05_57.13 MANUAL ACTUATORS MATTHEW S. LOVE

40_05_57.24 ELECTRIC ACTUATORS MATTHEW S. LOVE

40_05_62 PLUG VALVES MATTHEW S. LOVE

40_05_63 BALL VALVES MATTHEW S. LOVE

40_05_64 BUTTERFLY VALVES MATTHEW S. LOVE

40_05_65.01 GATE VALVES MATTHEW S. LOVE

40_05_65.24 CHECK VALVES MATTHEW S. LOVE

40_05_67.40 AIR RELEASE VALVES MATTHEW S. LOVE

40_61_00 COMMON WORK RESULTS FOR PROCESS

CONTROL AND INSTRUMENTATION SYSTEMS

JOSEPH J. HANLON

40_61_15 CONTROL STRATEGIES JOSEPH J. HANLON

40_61_16.10 SPECIFIC CONTROL STRATEGIES - [PROCESS

AREA]

40_64_01 CONTROL SYSTEMS: PROGRAMMABLE LOGIC

CONTROLLERS

40_66_01 CONTROL SYSTEMS: NETWORK MATERIALS

AND EQUIPMENT

40_67_01 CONTROL SYSTEMS: PANELS, ENCLOSURES,

AND PANEL COMPONENTS

40_71_15 FLOW MEASUREMENT: MAGNETIC

FLOWMETERS

40_72_36 LEVEL MEASUREMENT: CAPACITANCE JOSEPH J. HANLON

40_72_76 LEVEL MEASUREMENT: SWITCHES JOSEPH J. HANLON

40_73_23 PRESSURE/VACUUM MEASUREMENT: DIRECT JOSEPH J. HANLON

40_73_36 PRESSURE/VACUUM MEASUREMENT:

SWITCHES

40_73_63 PRESSURE/VACUUM MEASUREMENT:

DIAPHRAGM AND ANNULAR SEALS

40_73_64 PRESSURE/VACUUM MEASUREMENT:

INSTRUMENT VALVES

40_80_01 COMMISSIONING FOR INSTRUMENTATION

AND CONTROLS

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND

STORAGE EQUIPMENT

43_23_13.45 HORIZONTAL SELF-PRIMING SAMPLE

CENTRIFUGAL PUMPS

43_25_00.10 SUBMERSIBLE PROCESS LIQUID SUMP PUMPS MATTHEW S. LOVE

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46_05_10 COMMON WORK RESULTS FOR MECHANICAL

EQUIPMENT

46_05_94 MECHANICAL EQUIPMENT TESTING MATTHEW S. LOVE

00_01_10-4 7126I10 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/00_01_10 (Bid Set) February 2026

COLLIER COUNTY WATER-SEWER DISTRICT UTILITIES STANDARDS MANUAL

NO

TITLE

2 TECHNICAL SPECIFICATIONS

Summary of Work 01_11_00-1 7126I10 November 2025 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/01_11_00 (Bid Set)

SECTION 01_11_00

SUMMARY OF WORK

PART 1 GENERAL

1.01 SUMMARY

A. The Work includes the construction of a 36-in HDPE Deep Injection Irrigation Quality (DIIQ) conveyance line and above ground piping and appurtenances for two existing Class 1 deep injection wells (DIWs) and one dual zone monitoring well (DZMW). These DIWs will be utilized to dispose of Irrigation Quality (IQ) water from a water reclamation facility, Membrane Softening (MS) concentrate, and reverse osmosis (RO) concentrate from a water treatment plant (WTP). Above ground DIW features include a well annulus pressure system. Electrical and instrumentation and control (I&C) features of the project are included in the Work. All improvements shall be constructed in accordance with the Drawings and Specifications.

B. Except as specifically noted, the Contractor shall provide and pay for:

1. Labor, materials, tools, construction equipment, and machinery.

2. Other facilities and services necessary for proper execution and completion of the work.

C. The Contractor shall comply with all codes, ordinances, rules, regulations, orders, and other legal requirements of the Collier County, local community jurisdiction, and

FDEP.

D. Location of Utilities:

1. Information shown on the drawings as to the location of existing utilities has been prepared from the most reliable data available; however, this information is not guaranteed, and it shall be the Contractor’s responsibility to determine the location, character, and depth of any existing utilities and may require soft digs. Extreme caution shall be exercised to eliminate any possibility of any damage to utilities resulting from his activities. The Contractor shall be fully responsible for any damage to utilities resulting from their operation.

2. The Contractor shall determine any conflicts between existing utilities, or other structures or facilities, with the alignment or gradient of the proposed work, and report such conflicts sufficiently in advance of the construction operations so that proper adjustments in the alignment or gradient of the proposed work may be planned to avoid such conflicts. The Owner shall not be liable for any cost or added expenses to the Contractor for delays, or for the necessary adjustment of previously installed work to avoid such conflicts, due to the Contractor’s failure to advise the Owner of such conflicts adequately in advance of his construction operations.

3. The Contractor shall excavate and uncover all existing utility mains to determine the exact elevations, locations, type, and size of the mains and service lines sufficiently in advance of his work, and prior to submittal of applicable shop drawings.

01_11_00-2 7126I10 November 2025

E. Safety and OSHA Compliance:

1. The Contractor shall comply in all respects with all Federal, State and Local safety and health regulations. Copies of the Federal regulations may be obtained from the U.S. Department of Labor, Occupation Safety and Health Administration (OSHA), Washington, DC 20210, or their regional offices.

2. The Contractor shall comply in all respects with the applicable Workman’s Compensation Law.

1.02 LOCATION OF PROJECT

A. The Work is located at Collier County Northeast Water Reclamation Facility located east of the County Fairgrounds and Big Corkscrew Island Regional Park (BCIRP).

1.03 COORDINATION OF THE WORK

A. Contractor shall have a preconstruction video made that records the project site (with the Engineer and Owner present) including all existing site features including but not limited to drainage features, concrete and asphalt pavements, curb and gutter, fencing, structures, etc.

1. The original and 2 copies of the DVD shall be turned over to Engineer and

Owner prior to beginning construction activities.

2. The format of the video file on the DVD shall be 1 file that can be played on a desktop in the windows media player.

3. The video shall clearly identify existing site and structural conditions prior to construction.

B. Maintain overall coordination of the Work.

C. Obtain construction schedules from each subcontractor and require each subcontractor to maintain schedules and coordinate modifications.

D. Normal working hours shall be consistent with the typical hours required for construction. These hours shall be determined between Owner and contractor after bid award but before the start of construction. The Contractor shall pay for additional expenses, inspections and charges that may include employee charges on account of overtime or additional work that may be authorized. Such additional expenses and charges shall be a subsidiary obligation of Contractor and no extra payment shall be made by the Owner on account of such expenses and/or charges for overtime work or work outside the normal work hours.

1.04 SILTATION AND BANK EROSION

A. The Contractor shall take adequate precautions as directed by Owner or regulatory agencies to minimize siltation and bank erosion in the vicinity of wetlands, in discharging well point systems, or during other construction activities (including flushing of pipelines).

01_11_00-3 7126I10 November 2025

1.05 STORAGE OF MATERIALS

A. Suitable storage facilities shall be furnished by the Contractor. All materials, supplies, and equipment intended for use in the work shall be suitably stored by the Contractor to prevent damage from exposure, admixture with foreign substances, vandalism, or other cause. The Owner will refuse to accept, or sample for testing, materials, supplies or equipment that have been improperly stored, as determined by the Engineer. Materials found unfit for use shall not be incorporated in the work and shall immediately be removed from the construction or storage site. Delivered materials shall be stored in a manner acceptable to the Owner/Engineer before any payment for same will be made. Materials may be strung out along the line of construction as approved by Owner/Engineer.

B. When storing materials on private property, the Contractor shall submit in writing the property owner’s authorization to do so and provide all permits that may be required.

1.06 CLEAN UP

A. The Contractor shall keep the construction site free of rubbish and other materials and restore to their original conditions those portions of the site not designated for the alternation by the Contract Documents. Clean up and restoration shall be accomplished daily throughout the contract period and in such a manner as to maintain a minimum of nuisance and interference to the general public and residents in the vicinity of the work. The Contractor shall also remove, when no longer needed, all temporary structures and equipment used in his operation. It is the intent of this Specification that the construction areas and those other areas not designated for alteration by the Contract Documents shall be immediately restored to original condition. All cleanup is subject to approval by the Owner/Engineer.

B. Any holes or depressions, caused by the Contractor’s work, shall be filled with sand or other suitable fill material, and all surfaces shall be left smooth. Any damage to buildings, shrubs, trees, plantings, or paving shall be repaired, and any damaged areas of lawn shall be re-sodded. The Contractor shall answer to any complaints of occupants or adjacent property owners.

1.07 PUBLIC SAFETY AND CONVENIENCE

A. The Contractor shall at all times so conduct his work as to ensure the least possible obstruction to traffic, or inconvenience to the general public and residents in the vicinity of the work. No road or street shall be closed to the public, except with the permission of the Owner, Police, and Fire Department. Fire hydrants on or adjacent to the work shall be kept accessible. Provisions shall be made by the Contractor to ensure public access to sidewalks, public telephones, and the proper functioning of all gutters, sewer inlets, drainage ditches, and irrigation ditches. No open excavation shall be left overnight.

01_11_00-4 7126I10 November 2025

1.08 CONTRACTOR'S USE OF PREMISES

A. Coordinate use of premises under direction of the Owner.

B. Assume full responsibility for the protection and safekeeping of equipment and materials stored on the site.

C. Move any stored products under Contractor’s control which interfere with operations of the Owner or other Contractors.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

Contract Document Language 01_11_02-1 7126I10 November 2025 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/01_11_02 (Bid Set)

SECTION 01_11_02

CONTRACT DOCUMENT LANGUAGE

A. Section Includes: Explanation of arrangement, language, reference standards, and format.

1.02 REFERENCES

A. Construction Specifications Institute (CSI):

1. MasterFormat™.

2. SectionFormat™.

3. PageFormat™.

1.03 PROJECT MANUAL ARRANGEMENT

A. Document and Section numbers used in Project Manual, and Project Manual arrangement are in accordance with CSI MasterFormat™, except where departures have been deemed necessary.

B. Sections are written in CSI SectionFormat™, Three-Part Section Format, except where departures have been deemed necessary.

C. Page format for Sections in the Project Manual is in PageFormat™, except where departures have been deemed necessary.

1.04 CONTRACT DOCUMENT LANGUAGE

A. Specification Section Paragraphs entitled "Section Includes" summarize briefly what is generally included in the section.

1. Requirements of Contract Documents are not limited by "Section Includes" paragraphs.

B. Specifications have been partially streamlined by intentionally omitting words and phrases, such as "the Contractor shall," "in conformity therewith," "shall be" following "as indicated," "a," "an," "the" and "all."

1. Assume missing portions by inference.

C. Phrase "by Engineer" modifies words such as "accepted," "directed," "selected," "inspected," and "permitted," when they are unmodified.

D. Phrase "to Engineer" modifies words such as "submit," "report," and "satisfactory," when they are unmodified.

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E. Colons (:) are used to introduce a list of particulars, an appositive, an amplification, or an illustrative quotation:

1. When used as an appositive after designation of product, colons are used in place of words "shall be."

F. Word "provide" means to manufacture, fabricate, deliver, furnish, install, complete, assemble, erect in place, test, or render ready for use or operation, including necessary related material, labor, appurtenances, services, and incidentals.

G. Words "Contractor shall" are implied when direction is stated in imperative mood.

H. Term "products" includes materials and equipment as specified in Section 01_60_00 - Product Requirements.

Work Restrictions 01_14_00-1 7126I10 November 2025 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/01_14_00 (Bid Set)

SECTION 01_14_00

WORK RESTRICTIONS

A. Section includes: Requirements for sequencing and scheduling the Work affected by existing site and facility, work restrictions, and coordination between construction operations and the County.

1.02 SUBMITTALS

A. Baseline Schedule with MOP tasks.

B. Method of Procedure (MOP) Form.

C. Method of Procedure (MOP) Log.

D. Progress Schedule with MOP tasks.

1.03 METHOD OF PROCEDURE (MOP)

A. Comply with MOP Instructions as specified in Attachment A - Method of Procedure

(MOP).

B. Other Work not specifically listed may require MOPs as determined necessary by the Contractor, Owner, or Engineer.

C. Submit Baseline Schedule, as specified in Section 01_32_21 - Schedules and Reports with proposed MOPs.

D. Submit MOP Log at construction progress meetings.

E. No consideration will be given to claims of additional time and cost associated to preparing MOPs required by the Owner and Engineer to complete this work in a manner that facilitates proper operation of the facility and compliance with effluent discharge criteria.

F. Where required provide temporary pumping, power, lighting, controls, instrumentation, and safety devices.

01_14_00-2 7126I10 November 2025

1.04 GENERAL CONSTRAINTS ON WORK

A. Perform all work in accordance with all permit requirements.

1.05 UTILITIES

A. Provide advance notice to and utilize services of locating service(s) for location and marking of underground utilities operated by utility agencies other than the County.

1. Sunshine State One Call, at 1-800-432-4770.

B. Other locating service retained and paid by Contractor as required for the performance of the work.

1. Maintain electrical, telephone, water, gas, sanitary facilities, and other utilities within existing facilities in service. Provide temporary utilities when necessary.

2. New yard utilities were designed using existing facility drawings.

a. Field verification of utilities locations performed during design are as noted on the drawings.

b. Services crossed or located nearby by new yard utilities may require relocation and possible shutdowns.

C. Pipe alignments as indicated on the Drawings.

1.06 WORK BY OTHERS

A. Where proper execution of the Work depends upon work by others, inspect and promptly report discrepancies and defects.

01_14_00-3 7126I10 November 2025

ATTACHMENT A - METHOD OF PROCEDURE (MOP)

01_14_00-4 7126I10 November 2025

“METHOD OF PROCEDURE” (MOP)

Instructions and Forms

Definition and Purpose

“Method of Procedure” (MOP) is a detailed document submitted by the Contractor to request process shutdown(s), utility tie-in(s), work in areas that may risk unanticipated outages, or flow diversions to accommodate site construction activities during a project. Such activities may include (but are not limited to) new tie-ins to utilities or structures, mechanical modifications to process piping or equipment, demolition, bulkhead installation, and cleaning processes.

The MOP provides a detailed plan to the Owner and Engineer that describes specific aspects of the work including purpose, time of execution, and anticipated impacts on treatment processes.

The MOP also includes contingency measures and provisions for rapid closure in the event that shutdown or work progress difficulties are encountered. Information from relevant trades associated with the requested shutdown, diversion, or tie-in is also included.

The Owner should use the information within the MOP to define operational procedures and methods to safely and successfully assist the Contractor.

MOP Process Summary

WHO STEP TIMING

Contractor 1. Identify MOPs needed on MOP Log and Baseline Schedule.

No later than 7 days prior to Preconstruction Scheduling Meeting

Contractor, Owner, Engineer

2. Pre-MOP Meeting. More than 28 days prior to work

Contractor 3. Submits MOP. No later than 28 days prior to work

Owner 4. Reviews MOP.

Owner 5. MOP finalized. No later than 7 days

Contractor 6. Complete Readiness Checklist. No later than 5 days

Contractor 7. Complete Safety Checklist. Immediately prior to commencing work Contractor 8. Complete Work.

Contractor 9. Update MOP Log and Progress

Schedules.

Monthly

01_14_00-5 7126I10 November 2025

MOP Process Detail

STEP 1. Identifies MOPs needed on MOP Log and Baseline Schedule.

Contractor submits a preliminary list of anticipated project MOPs on MOP Log. MOPs identified but not limited to those shutdowns, diversions, or tie-ins described in the Contract Documents.

Incorporate MOPs as tasks in Baseline Schedule. Date scheduled MOPs to coincide with the appropriate construction activities.

STEP 2. Pre-MOP Meeting.

Contractor requests a Pre-MOP Meeting with the Owner and Engineer to discuss the nature of the shutdown, diversion, or tie-in, and to gather the information necessary to complete the MOP Form. The pre-MOP meeting may be waived by the Owner or Engineer if the work is deemed to be minor.

STEP 3. Submits MOP.

Contractor completes the MOP Form and submit 3 copies for approval to the Owner’s Project Manager (OPM).

STEP 4. Reviews MOP.

OPM distributes MOP Form for review by the Owner’s Construction Coordinator, O&M Representative, and Engineer’s Project Representative. Review MOP Form for completeness, accuracy, compliance with both the construction schedule, constraints defined in contract documents, and to ensure that the requested work does not negatively impact plant operations or other concurrent project activities. Additional information may be requested to better understand the nature of and method for completing the Work.

STEP 5. MOP finalized.

Once the MOP is agreed to by all parties, the MOP will be finalized by signature. Copies are distributed to the Owner, Engineer, and Contractor.

STEP 6. Complete Readiness Checklist.

Contractor verifies everything is ready for the work.

STEP 7. Complete Safety Checklist.

Contractor ensures safety.

STEP 8. Complete work.

Contractor complete work.

STEP 9. Update MOP Log and Progress Schedules.

Contractor updates MOP Log weekly and distributes at the regularly scheduled construction progress meetings.

01_14_00-6 7126I10 November 2025

ATTACHMENT B - METHOD OF PROCEDURE (MOP) FORM

01_14_00-7 7126I10 November 2025

METHOD OF PROCEDURE

(MOP) FORM

Owner: Date:

Contractor: Carollo Project No.:

Project Name: Submittal No.:

Submittal Title:

Spec/Dwg.

Reference:

MOP # Task Title (Provide <10 word title): Submittal Date: (No later than 28 days prior to work)

SCHEDULE OF WORK ACTIVITY START: (Date/Time) END: (Date/Time)

REQUESTOR:

PRIMARY POINT OF CONTACT: PHONE/PAGER:

SECONDARY POINT OF CONTACT: PHONE/PAGER:

NOTIFY Control Room, Phone Security, Phone

BUILDING: LOCATION OF WORK FLOOR/LEVEL:

DESCRIPTION OF WORK: (Provide sufficient details on process isolation, work sequencing, and safety (i.e., control of significant hazards unique to the work) to demonstrate an understanding of the work and how it will be completed within the constraints, and its impact on the processes and facility.)

Task Summary:

Processes Affected:

Trades Affected:

WORK PLAN:

Work Sequencing:

Process Isolation:

Spill Prevention Plan:

Contingency Plans:

CRITICAL EQUIPMENT/TOOLS: (pumps and discharge hoses with correct fittings, blind flanges and pipe plugs, no-hub fittings, properly sized electrical service components, generators, portable lighting, chlorine for potable water pipe breaks, etc.)

Acoustic Ceiling/or Walls Access Excavation Permit Lock Out/Tag Out Chemical Use Approval Fire Sprinkler Impairment Life Safety Systems Confined Space Permit Flammable Materials Roof Protocol Critical Lift Plan Flush / Discharge Work After Dark Energized Electrical Work High Pressure Test Elect. Panel Schedules Hot Work/Open Flame

EXISTING SERVICE(S) AT RISK:

Breathing Air Elect Normal Process Access Telephones Chemical

Distribution Fire Protection Safety Showers UPS

City Water HVAC SCADA VAX/DATA Communication Inert Gas Security Domestic Drain Instrument - Air Solvent Drain Elect-Bus Duct Life Safety System Specialty Gases

01_14_00-8 7126I10 November 2025

Elect Emergency Natural Gas Storm Drain

REVIEWER’S INSTRUCTIONS /

COMMENTS:

PREJOB BRIEFING MUST BE COMPLETED PRIOR TO COMMENCING WORK:

Full Name (printed) Signature Phone Date Submitted By System Owner Reviewer (if needed) Reviewer (if needed) Reviewer (if needed) Reviewer (if needed)

01_14_00-9 7126I10 November 2025

ATTACHMENT C - READINESS CHECKLIST

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READINESS CHECKLIST

(5 days prior to work)

Checklist provided as a guide but is not all inclusive.

1. Confirm all parts and materials are on site:

2. Review work plan:

3. Review contingency plan:

01_14_00-11 7126I10 November 2025

ATTACHMENT D - SAFETY CHECKLIST

01_14_00-12 7126I10 November 2025

SAFETY CHECKLIST

(Just prior to commencing work)

Checklist provided as a guide but is not all inclusive.

1. Location awareness:

a. Emergency exits:

b. Emergency shower and eyewash:

c. Telephones and phone numbers:

d. Shut-off valve:

e. Electrical disconnects:

2. Inspect work area:

a. Take time to survey the area you are working in. Ensure that what you want to do will work. Do you have enough clearance? Is your footing secure? Do you have adequate lighting and ventilation? Are surrounding utilities out of the way for you to perform your work?

3. SDS (Safety Data Sheets):

a. Understand the chemicals and substances in the area you are working in by reading the SDS.

4. Lockout/Tagout Procedure:

a. Lockout/tagout energy sources before beginning work.

b. Make sure all valves associated with the work are locked out and tagged out on each side of the penetration.

c. Make sure the lines are depressurized.

5. Overhead work:

a. Use appropriate personal protective equipment; i.e., safety harness, lifeline, etc.

b. Select appropriate tie-off points; i.e., structurally adequate, not a pipe or conduit, etc.

c. Spotter assigned and in position.

d. Pipe rack access; i.e., check design capacity, protective decking or scaffolding in place, exposed valves or electrical switches identified and protected.

6. Safety equipment:

a. Shepherd's hook.

b. ARC flash protection.

c. Fire extinguisher.

d. Other: .

7. Accidents:

a. Should accidents occur, do not shut off and do not attempt to correct the situation, unless you are absolutely positive that your action will correct the problem and not adversely affect other people or equipment.

8. Review process start-up documents:

a. In the event the system is shutdown, the Control Center should have a working knowledge of the process start-up procedures in order to deal effectively with unforeseen events.

9. Evacuation procedures:

a. Do not obstruct evacuation routes.

b. Take time to survey the area for evacuation routes.

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ATTACHMENT E - METHOD OF PROCEDURE (MOP) LOG

01_14_00-14 7126I10 November 2025

METHOD OF PROCEDURE (MOP) LOG

Sample

MOP

Number Task Title

Date Requested

Date Approved

Date Work Planned

Work Completed

(yes/no)

Measurement and Payment 01_20_20-1 7126I10 November 2025 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/01_20_20 (Bid Set)

SECTION 01_20_20

MEASUREMENT AND PAYMENT

A. Section includes: Procedures for measurement and payment of Work for the conveyance system construction and above ground appurtenances of Deep Injection Wells 1 and 2, and the Dual-Zone Monitoring Well under this Contract for lump sum items.

1.02 REFERENCES

A. Occupational Safety and Health Administration (OSHA).

1.03 PAYMENT

A. Subject to all other contract requirements, the Contractor shall be paid for “as-built” quantities of work as percentage complete for items.

B. No separate payment will be made for one Payment Item as Work incidentally required to complete work of another.

1.04 PAYMENT ITEMS

A. All prices shall include costs for furnishing to the County all materials, equipment, and supplies for all costs incurred in completing the work including installation of all materials, equipment and supplies furnished, complete in place and ready for continued service, all other labor, permit fees, taxes, insurance, miscellaneous costs, overhead and profit.

1.05 LUMP SUM ITEMS

A. Item 1: Mobilization:

1. Measurement:

a. Mobilization of equipment and materials to the site, establishment of electric and water utilities, establishment of fluid control systems, procurement of bonds, insurance, permits, and other indirect cost items associated with the project, including items noted in Section 01_29_73.

b. Shall include all Contractors permits, taxes, materials, labor, equipment, and other necessary incidentals.

2. Payment:

a. Lump sum.

b. Furnish data and documentation to substantiate the amounts claimed under mobilization costs.

c. Payment for mobilization shall not be made until mobilization items have been completed.

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B. Item 2: Demobilization:

a. Removal of all equipment and materials not associated with the completed conveyance and injection well system, cleanup, and restoration of site.

and other necessary incidentals.

C. Item 3: Injection Well Annulus System:

a. Includes all features of the annulus pressurized fluid system. Piping, valves, fluid storage tank, nitrogen storage cylinders, and associated elements are to be part of the system.

and other necessary incidentals for each item included.

D. Item 4: Injection Well 1 Improvements and Appurtenances:

a. Completion of all above ground wellhead construction, installation of all piping, valves, concrete, form work, and meters, and completion of all tests as required in the specifications.

E. Item 5: Injection Well 2 Improvements and Appurtenances:

a. Completion of all above ground wellhead construction, installation of all piping, valves, concrete, formwork, and meters, and completion of all tests as required in the specifications.

F. Item 6: Dual Zone Monitoring Well Improvements and Appurtenances:

a. Completion of all above ground wellhead construction including equipment pad and shade structure, installation of all piping and valves, sump pumps, completion of all tests as required in the specifications.

G. Item 7: DIIQ Conveyance System

a. Completion of all DIIQ conveyance system piping, valves, meters, connections, and completion of all tests as required in specifications.

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H. Item 8: System Commissioning

a. System commissioning shall be accomplished in accordance with contract documents.

I. Item 9: Project Closeout

1. Measurement

a. Project Closeout shall be accomplished in accordance with Section 01_77_00.

PART 2 RODUCTS (NOT USED)

Schedule of Values 01_29_73-1 7126I10 November 2025 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/01_29_73 (Bid Set)

SECTION 01_29_73

SCHEDULE OF VALUES

A. Section includes: Requirements for preparation, format, and submittal of Schedule of Values.

B. Related section:

1. The Contract Documents are complementary; what is called for by one is as binding as if called for by all.

2. It is the Contractor’s responsibility for scheduling and coordinating the Work of subcontractors, suppliers, and other individuals or entities performing or furnishing any of Contractor’s Work.

3. The following Sections are related to the Work described in this Section. This list of Related Sections is provided for convenience only and is not intended to excuse or otherwise diminish the duty of the Contractor to see that the completed Work complies accurately with the Contract Documents.

a. Section 01_32_21 - Schedules and Reports.

1.02 PREPARATION

A. Prepare Schedule of Values identifying costs of Major Items of Work and other costs shown in sample included at end of this Section.

B. Schedule of Values shall be a listing of all cost loaded, on-site construction activities from the progress schedule, listed in numerical order, showing that the sum total of all activities equal the Contract value.

C. When the schedule is changed or revised to include added or deleted work, the Schedule of Values shall also be revised such that the sum total of all activities continuously equal the current Contract value.

D. Divide the work into following major items of work:

1. Mobilization.

2. Demobilization.

3. Injection Well Annulus System

4. Injection Well 1 Improvements and Appurtenances

5. Injection Well 2 Improvements and Appurtenances

6. Dual Zone Monitoring Well Improvements and Appurtenances

7. DIIQ Conveyance System

8. System Commissioning

9. Project Closeout

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E. Assign prices to Major Items of Work which aggregate the Contract Price. Base prices on costs associated with scheduled activities based on the Project Schedule for each Major Item of Work.

F. Payment for mobilization shall be as follows:

1. Based upon the Contract lump sum price for mobilization, partial payments will be allowed as follows:

a. With first pay request, 50%.

b. When 50% or more of the Contract fee is earned, 40%.

c. After Final Inspection, staging area clean-up, and delivery of all Project

Closeout materials as required by Section 90, paragraph 90-11, Contractor Final Project Documentation, the remaining 10%.

2. Mobilization includes, but is not limited to, the following items:

a. Providing final Certificates of Insurance and Payment and Performance bonds.

b. Applying for and submitting all required information necessary for permits.

c. Completing pre-construction videos and photographs.

d. Arranging for and erection of Contractor’s staging area.

e. Providing on-site sanitary facilities and potable water facilities.

f. Moving equipment and materials necessary for the first month of operations onto the work site.

g. Having OSHA required notices and establishing safety programs.

h. Having the Contractor’s Superintendent at the site full time.

i. Submitting initial submittals in accordance with Milestone I requirements.

G. Project coordination with the Owner, Engineer, and permitting agencies.

1.03 SUBMITTALS

A. Submit preliminary schedule of values within twenty (20) days of issuance of Purchase Order by Collier County.

B. Submit corrected schedule of values within 10 days upon receipt of reviewed Schedule of Values, but no later than 10 days prior to anticipated submittal of first Application for Payment.

C. Schedule of values shall be consistent with the bid summary sheet.

D. Upon request, support prices with data which will substantiate their correctness.

E. If activities are added or removed from the Progress Schedule revise the Schedule of Values and resubmit.

F. Submit List of Subcontractors and Material Suppliers on the project.

G. Submit completed Collier County Checklist and all Checklist attachments.

H. Submit progress photos in one (1) hardcopy and two (2) electronic copies on CD.

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Applications for Payment 01_29_77-1 7126I10 November 2025 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/01_29_77 (Bid Set)

SECTION 01_29_77

APPLICATIONS FOR PAYMENT

A. Section includes: Procedures for preparation and submittal of Applications for Payment.

1.02 FORMAT

A. Develop satisfactory spreadsheet-type form generated by downloading cost data from the Progress Schedule.

1. Submit payment requests and attach spreadsheet with cost data related to

Progress Schedule.

B. Fill in information required on form.

C. When Change Orders are executed, add Change Orders at end of listing of scheduled activities:

1. Identify change order by number and description.

2. Provide cost of change order in appropriate column.

D. After completing, submit Application for Payment.

E. Engineer will review application for accuracy. When accurate, Engineer will transmit application to Owner for processing of payment.

F. Execute application with signature of responsible officer of Contractor.

1.03 SUBSTANTIATING DATA

A. Provide Substantiating Data identifying:

1. Project.

2. Application number and date.

3. Cost flow summary.

4. Updated schedule of values.

5. Progress schedule.

6. Detailed list of enclosures.

7. For stored products with item number and identification on application, description of specific material, and proof of insurance coverage for offsite stored products.

8. Submit “certified” payroll, if applicable.

Applications for Payment 01_29_77-2 7126I10 November 2025 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/01_29_77 (Bid Set)

1.04 SUBMITTALS

A. Submit 5 copies of Application for Payment and Substantiating Data with cover letter.

1.05 PAYMENT REQUESTS

A. Prepare progress payment requests on a monthly basis. Base requests on the breakdowns of costs for each scheduled activity and the percentage of completion for each activity.

B. Indicate total dollar amount of work planned for every month of the project. Equate sum of monthly amounts to Lump Sum Contract Price.

C. Generate Progress Payment request forms by downloading cost data from the schedule information to a spreadsheet type format.

D. Identify each activity on the Progress Schedule that has a cost associated with it, the cost for each activity, the estimated percent complete for each activity, and the value of work completed for both the payment period and job to date.

E. Prepare summary of cost information for each Major Item of Work listed in the Schedule of Values. Identify the value of work completed for both the payment period and job to date.

F. Payment period:

1. Monthly Application for Payment period shall begin on the 1st day of each month, and end on the last day of each month.

2. Submit Application for Payment to Engineer no later than the 5th day of each month for work completed the previous month.

3. Engineer will finalize and submit recommendation for Application for Payment to Owner by the 15th day of each month to allow time for processing and approval.

1.06 COST SUMMARIES

A. Prepare Summary of Cost Information for each Major Item of Work listed in the Schedule of Values. Identify the Value of Work Completed for both the payment period and job to date.

B. Cash flow summary: Prepare cash flow summary, indicating total dollar amount of work planned for each month of the project. Equate sum of monthly amounts to Lump Sum contract price.

Project Meetings 01_31_19-1 7126I10 November 2025 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/01_31_19 (Bid Set)

SECTION 01_31_19

PROJECT MEETINGS

A. Section includes: Requirements for conducting conferences and meetings for the purposes of addressing issues related to the Work, reviewing and coordinating progress of the Work and other matters of common interest, and includes the following:

1. Pre-construction Conference.

2. Progress Meetings.

3. Pre-Installation Meetings.

4. Schedule Update Meetings.

5. Quality Control Meetings.

6. Close-out meeting.

1.02 BASIC MEETING REQUIREMENTS

A. Attendees:

1. Meeting leader shall require attendance of parties directly affecting, or affected by, Work being discussed at the meeting.

B. Notification:

1. Meeting leader shall notify attendees of meeting a minimum of 5 days prior to meeting.

C. Agenda:

1. Meeting leader shall submit meeting agenda to attendees a minimum of

2 days prior to meeting.

2. Meeting leader shall prepare copies of agenda for participants and distribute at the meeting.

D. Meeting minutes:

1. Meeting leader shall provide draft minutes within 7 days of meeting and send to all attendees for comment within 7 days.

2. Meeting leader shall incorporate comments from attendees and submit final meeting minutes to attendees within 7 days of receipt of comments.

1.03 PRE-CONSTRUCTION CONFERENCE

A. Engineer leads the meeting.

B. Timing:

1. Upon issuance of Notice to Proceed, or earlier when mutually agreeable.

01_31_19-2 7126I10 November 2025

C. Location:

1. In location convenient for most invitees.

D. Attendees:

1. Contractor's project manager and superintendent, Owner, Engineer, representatives of utilities, major subcontractors, and others involved in performance of the Work, and others necessary to agenda.

E. Purpose of conference:

1. To establish working understanding between parties and to discuss

Construction Schedule, shop drawing and other submittals, cost breakdown of major lump sum items, processing of submittals and applications for payment, and other subjects pertinent to execution of the Work.

F. Agenda minimum requirements:

1. Adequacy of distribution of Contract Documents.

2. Distribution and discussion of list of major subcontractors and suppliers.

3. Proposed progress schedules and critical construction sequencing.

4. Major equipment deliveries and priorities.

5. Project coordination.

6. Designation of responsible personnel.

7. Procedures and processing of:

a. Field decisions.

b. Proposal requests.

c. Submittals.

d. Change Orders.

e. Request for Information/Interpretations.

f. Applications for Payment.

g. Record Documents.

8. Use of premises:

a. Office, construction, and storage areas.

b. Owner's requirements.

9. Construction facilities, controls, and construction aids.

10. Temporary utilities.

11. Safety and first aid procedures.

12. Security procedures.

13. Housekeeping procedures.

1.04 PROGRESS MEETINGS

A. Engineer will lead the meeting.

1. Hold meetings throughout progress of the Work at maximum weekly intervals.

C. Attendance required:

1. Owner, Engineer, Contractor, Contractor’s Project Manager, superintendent, quality control manager, project scheduler, and major subcontractors and suppliers as appropriate to agenda topics for each meeting.

01_31_19-3 7126I10 November 2025

D. Additional invitees:

1. Others when the Work affects their interests.

E. Agenda minimum requirements:

1. Review minutes of previous meeting/minutes.

2. Safety and security.

3. Construction schedule summary.

4. Review of 6 weeks schedule.

5. Review of submittals schedule and status of submittals.

6. Request for information (RFI’s) status.

7. Change order management status.

8. Field observations, problems, and conflicts.

9. General Items.

10. Action items.

11. Next meeting.

1.05 PRE-INSTALLATION MEETINGS

A. Contractor leads the meeting.

1. When specified in Technical Sections or requested by Engineer, convene pre-installation meeting at Project site before commencing Work of specific section.

C. Agenda:

1. Review conditions of installation, preparation and installation procedures.

2. Review coordination with related work.

1.06 SCHEDULE UPDATE MEETINGS

1. Hold meetings throughout progress of the Work at maximum monthly intervals.

C. Attendees:

1. Owner, Engineer, Contractor, Contractor’s Project Manager, General

Superintendent, project scheduler, major subcontractors and suppliers as appropriate to agenda topics for each meeting.

2. Additional invitees:

a. Others when the Work affects their interests.

D. Agenda minimum requirements:

1. Review Monthly Schedule, (Actual Progress and Variance).

a. “Activities Started/Completed” this period.

b. “Activities Started/Completed” “Variance” Baseline vs. current.

c. “Added/Deleted Activities”.

d. “Revised Activity Descriptions”.

e. Any significant Proposed Logic Changes.

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2. Review milestone “Substantial Completion” Schedule:

a. “Critical” Activities - “Critical Area, Float and Vital Statistics”.

3. Review “Cumulative and Monthly Costs” graph.

4. Review “Budgeted Cost” indicating the Current Project Budgeted Cost.

1.07 QUALITY CONTROL MEETINGS

1. Hold meetings throughout progress of the Work at maximum weekly intervals.

C. Attendees:

1. Engineer, Construction Manager and staff, Contractor’s Quality Control

Manager, and staff.

D. Agenda minimum requirements:

1. Review minutes of previous meetings.

2. Review of Work progress and schedule.

3. Review of out-of-compliance inspection or test results.

4. Field observations, problems, and decisions.

5. Review of offsite fabrication and delivery schedules.

6. Planned progress during succeeding work period.

7. Coordination of required inspections and tests.

8. Review 6-week schedule report with upcoming inspections and special tests.

9. Maintenance of quality and work standards.

10. Other business relating to Work.

1.08 CLOSE-OUT MEETING

A. Engineer leads the meeting.

B. Attendees:

1. Owner, Engineer, Contractor, Contractor’s Project Manager, and

Superintendent.

C. Agenda minimum requirements:

1. Review punch list completion.

2. Transfer of record documents.

3. Finalize payment.

Web Based Construction Document Management 01_31_24-1 7126I10 November 2025 pw://Carollo/Documents/Client/FL/Collier County/7126I10/Specifications/01_31_24 (Bid Set)

SECTION 01_31_24

WEB BASED CONSTRUCTION DOCUMENT MANAGEMENT

A. Section includes:

1. Requirements for web-based construction document management.

1.02 REQUIREMENTS

A. Owner, Engineer, and Contractor shall utilize EADOC (EADOC is a registered trademark of EADOC LLC). For submission of all data and documents (unless specified otherwise in this Section) throughout the duration of the Contract.

1. EADOC is a web-based electronic media site hosted by EADOC LLC.

2. EADOC is available to all Contractor’s personnel, subcontractor personnel, suppliers, consultants, Owner, and Engineer at no cost.

3. The joint use of this system is to facilitate electronic exchange of information, automation of key processes, and overall management of Contract Documentation.

4. EADOC shall be the primary means of project information submission and management.

1.03 USER ACCESS LIMITATIONS

A. Provide a list of Contractor's key EADOC personnel for the Owner/Engineer’s acceptance. The Owner/Engineer reserves the right to perform a security check on all potential users. The Contractor will be allowed to add additional personnel and subcontractors to EADOC.

B. The Owner/Engineer will grant initial access to EADOC by creating user profiles to accepted Contractor personnel. User profiles will define levels of access into the system; determine assigned function-based authorizations and user privileges.

Subcontractors and suppliers will be given access to EADOC by and through the Contractor. Contractor is responsible for adding and removing users from the system after the initial setup by the Owner/Engineer.

1.04 JOINT OWNERSHIP OF DATA

A. Data entered in a collaborative mode (entered with the intent to share as determined by permissions and workflows within the EADOC system) by Owner/Engineer and Contractor will be jointly owned.

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1.05 AUTOMATED SYSTEM NOTIFICATION AND AUDIT LOG TRACKING

A. Review comments made (or lack thereof) by Owner on Contractor submitted documentation shall not relieve Contractor from compliance with requirements of the Contract Documents. Contractor is responsible for managing, tracking, and documenting the Work to comply with the requirements of the Contract Documents.

Owner’s acceptance via automated system notifications or audit logs extends only to the face value of the submitted documentation and does not constitute validation of the Contractor's submitted information.

1.06 COMPUTER REQUIREMENTS

A. Contractor shall use computer hardware and software that meets the requirements of the EADOC system as recommended by EADOC LLC to access and utilize EADOC. As recommendations are modified by EADOC, Contractor will upgrade their system(s) to meet or exceed the recommendations. Upgrading of Contractor's computer systems will not be justification for a cost or time modification to the Contract.

B. Contractor shall ensure that connectivity to the EADOC system is accomplished through DSL, cable, T-1, or wireless communications systems. The minimum bandwidth requirements for using the system is 128 kb/s. It is recommended a faster connection be used when uploading pictures and files into the system.

C. EADOC supports the current and prior 2 major versions of Chrome, Mozilla's Firefox, Microsoft’s Internet Explorer, and Apple’s Safari on a rolling basis.

1. Each time a new version of one of these browsers is released, EADOC will begin supporting the update and stop supporting the fourth-oldest version.

1.07 CONTRACTOR RESPONSIBILITY

A. Contractor shall be responsible for the validity of their information placed in EADOC and for the abilities of their personnel.

B. Entry of information exchanged and transferred between the Contractor and its subcontractors and suppliers on EADOC shall be the responsibility of the Contractor.

C. Accepted users shall be knowledgeable in the use of computers, including Internet Browsers, email programs, cad drawing applications, and Adobe Portable Document Format (PDF) document distribution program.

D. Contractor shall utilize the existing forms in EADOC to the maximum extent possible. If a form does not exist in EADOC the Contractor must include a form of their own or provided by Engineer as an attachment to a submittal.

E. Adobe PDF documents will be created through electronic conversion rather than optically scanned whenever possible. Contractor is responsible for the training of their personnel in the use of EADOC (outside what is provided by Owner), and the other programs indicated above as needed.

01_31_24-3 7126I10 November 2025

1.08 TRAINING

A. Contractor shall arrange and pay for the facilities and hardware/software required to facilitate Contractor’s training.

PART 2 PRODUCTS

2.01 DESCRIPTION

A. EADOC project management application (no equal). Provided by EADOC LLC, www.EADOCsoftware.com.

PART 3 EXECUTION

3.01 EADOC UTILIZATION

A. EADOC shall be utilized in connection with all document and information management required by these Contract Documents.

3.02 SUBMITTALS

A. Use EADOC for submittals.

B. Content: As specified in Section 01_33_00 - Submittal Procedures.

C. Format: As specified in Section 01_33_00 - Submittal Procedures.

D. Submit Portable Document Format (PDF) documents to the EADOC submittal work flow process and forms.

1. Consolidate electronic format submittals with multiples pages into a single file.

E. Samples:

1. Contractor shall enter submittal data information into EADOC.

2. Attach a copy of the submittal form(s) to the sample.

F. Record And Closeout Submittals:

1. Operation and maintenance data as specified in Section 01_78_24 - Operation and Maintenance Manuals.

2. Extra materials, spare parts, etc.

3.03 OFFICIAL CORRESPONDENCE

A. Use EADOC for memos, notices, change proposals, or any official…