200 EAST ROBINSON STREET, SUITE 1400 ▪ ORLANDO, FLORIDA 32801 ▪ P 407-478-4642

pw://Carollo/Documents/FL/Daytona Beach/202694-100000/04 Design/04 Specs/Carollo/00002

CITY OF DAYTONA BEACH

DAYTONA BEACH, FLORIDA

LIFT STATION 62 REPLACEMENT

CLIENT PROJECT NO. 26029

TECHNICAL SPECIFICATIONS

BID SET SUBMITTAL

NOVEMBER 2025

LIFT STATION 62 REPLACEMENT

This item has been digitally signed and sealed by Matthew S. Richards on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Carollo Engineers, Inc.

200 East Robinson Street, Suite 1400 Orlando, Florida 32801 407-478-4642 (Ph)

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

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Carollo Engineers, Inc.

200 East Robinson Street, Suite 1400 Orlando, Florida 32801 407-478-4642 (Ph)

This item has been digitally signed and sealed by John Vincent Sobczak on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Wekiva Engineering LLC 1320 Wilfred Drive Orlando, Florida 32803 321-972-4989 (Ph)

LIFT STATION 62 REPLACEMENT

This item has been digitally signed and sealed by William C. Hoanshelt on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

EMI

5742 River Bed Road, Groveland, Florida 34736

Table of Contents 00010-1 202694-10 November 2025 pw://Carollo/Documents/FL/Daytona Beach/202694-100000/04 Design/04 Specs/Carollo/00010 (BidSet)

LIFT STATION 62 REPLACEMENT

TABLE OF CONTENTS

DIVISION 00 - BIDDING/PROCUREMENT DOCUMENTS

SECTION

NO.

TITLE

SPECIAL INSTRUCTIONS SHEET

1. SUBSURFACE INVESTIGATION

2. ASBESTOS MATERIALS

3. LEAD-BASED PAINT MATERIALS

4. CONTRACTOR RESPONSIBILITIES

5. MINIMUM CONSTRUCTION EXPERIENCE QUALIFICATIONS

6. PROJECT REFERENCE PACKAGE

7. FPL TRANSFORMER

PROJECT PAYMENT AUTHORIZATION FORM

00940 WORK CHANGE DIRECTIVE

00941 CHANGE ORDER

00942 FIELD ORDER

00010-2 202694-10 November 2025

DIVISION 01 - GENERAL REQUIREMENTS

NO.

TITLE RESPONSIBLE

ENGINEER

01110 SUMMARY OF WORK Matthew S. Richards

01116 CONTRACT DOCUMENT LANGUAGE Matthew S. Richards

01140 WORK RESTRICTIONS Matthew S. Richards

01220 MEASUREMENT AND PAYMENT Matthew S. Richards

01260 CONTRACT MODIFICATION PROCEDURES Matthew S. Richards

01292 SCHEDULE OF VALUES Matthew S. Richards

01294 APPLICATIONS FOR PAYMENT Matthew S. Richards

01312 PROJECT MEETINGS Matthew S. Richards

01321 SCHEDULES AND REPORTS Matthew S. Richards

01322 WEB BASED CONSTRUCTION DOCUMENT

MANAGEMENT

Matthew S. Richards

01330 SUBMITTAL PROCEDURES Matthew S. Richards

01340 PHOTOGRAPHIC AND VIDEOGRAPHIC

DOCUMENTATION

Matthew S. Richards

01357 DELEGATED DESIGN PROCEDURES Matthew S. Richards

01410 REGULATORY REQUIREMENTS Matthew S. Richards

01450 QUALITY CONTROL Matthew S. Richards

01455 REGULATORY QUALITY ASSURANCE Matthew S. Richards

01460 CONTRACTOR QUALITY CONTROL PLAN Matthew S. Richards

01500 TEMPORARY FACILITIES AND CONTROLS Matthew S. Richards

01550 TRAFFIC CONTROL Matthew S. Richards

01573 EROSION AND SEDIMENT CONTROL Matthew S. Richards

01601 PRODUCT REQUIREMENTS Matthew S. Richards

01722 FIELD ENGINEERING Matthew S. Richards

01734 WORK WITHIN PUBLIC RIGHT-OF-WAY Matthew S. Richards

01738 SELECTIVE ALTERATIONS AND DEMOLITION Matthew S. Richards

01756 COMMISSIONING Matthew S. Richards

01770 CLOSEOUT PROCEDURES Matthew S. Richards

01782 OPERATION AND MAINTENANCE MANUALS Matthew S. Richards

01783 WARRANTIES AND BONDS Matthew S. Richards

01850 DESIGN CRITERIA Matthew S. Richards

00010-3 202694-10 November 2025

DIVISION 02 - SITE CONSTRUCTION

NO.

TITLE RESPONSIBLE

ENGINEER

02001 COMMON WORK RESULTS FOR GENERAL

PIPING

Matthew S. Richards

02003 PIPE IDENTIFICATION Matthew S. Richards

02005 PIPING SPECIALTIES Matthew S. Richards

02007 PIPE COUPLINGS Matthew S. Richards

02009 PIPING SYSTEMS TESTING Matthew S. Richards

02050 SOILS AND AGGREGATES FOR EARTHWORK Matthew S. Richards

02200 SITE CLEARING Matthew S. Richards

02241 DEWATERING Matthew S. Richards

02260 EXCAVATION SUPPORT AND PROTECTION Matthew S. Richards

02300 EARTHWORK Matthew S. Richards

02318 TRENCHING Matthew S. Richards

02552 TEMPORARY BYPASS PUMPING Matthew S. Richards

02554 TEMPORARY LINE PLUGGING Matthew S. Richards

02600 CONCRETE MANHOLES Matthew S. Richards

02620 FILTER FABRIC Matthew S. Richards

02621 STABILIZATION FABRIC Matthew S. Richards

02693 DUCTILE IRON PIPE: AWWA C151 Matthew S. Richards

02705 POLYVINYL CHLORIDE (PVC) PIPE: GRAVITY Matthew S. Richards

02710 POLYVINYL CHLORIDE (PVC) PIPE: SCHEDULE

TYPE

Matthew S. Richards

02742 ASPHALTIC CONCRETE PAVING Matthew S. Richards

02762 PAVEMENT MARKINGS Matthew S. Richards

02772 CONCRETE CURBS, GUTTERS, AND

SIDEWALKS

Matthew S. Richards

02820 FENCES AND GATES Matthew S. Richards

02910 SODDING Matthew S. Richards

02952 PAVEMENT RESTORATION AND

REHABILITATION

Matthew S. Richards

DIVISION 03 - CONCRETE

NO.

TITLE RESPONSIBLE

ENGINEER

03055 ADHESIVE-BONDED REINFORCING BARS AND

ALL THREAD RODS IN CONCRETE

John Vincent Sobczak

03071 EPOXIES John Vincent Sobczak

00010-4 202694-10 November 2025

03102 CONCRETE FORMWORK John Vincent Sobczak

03150 CONCRETE ACCESSORIES John Vincent Sobczak

03200 CONCRETE REINFORCING John Vincent Sobczak

03300 CAST-IN-PLACE-CONCRETE John Vincent Sobczak

03350 CONCRETE FINISHES John Vincent Sobczak

03366 TOOLED CONCRETE FINISHING John Vincent Sobczak

03600 GROUTING John Vincent Sobczak

DIVISION 04 - MASONRY

NO.

TITLE RESPONSIBLE

ENGINEER

04220 CONCRETE UNIT MASONRY John Vincent Sobczak

DIVISION 05 - METALS

NO.

TITLE RESPONSIBLE

ENGINEER

05500 METAL FABRICATIONS John Vincent Sobczak

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

NO.

TITLE RESPONSIBLE

ENGINEER

07210 BUILDING INSULATION John Vincent Sobczak

07260 VAPOR RETARDERS John Vincent Sobczak

07540 THERMOPLASTIC POLYOLEFIN (TPO)

MEMBRANE ROOFING

John Vincent Sobczak

07900 JOINT SEALANTS John Vincent Sobczak

DIVISION 08 - DOORS AND WINDOWS

NO.

TITLE RESPONSIBLE

ENGINEER

08117 ALUMINUM FLUSH DOORS John Vincent Sobczak

08710 DOOR HARDWARE John Vincent Sobczak

DIVISION 09 - FINISHES

NO.

TITLE RESPONSIBLE

ENGINEER

09910 PAINTING John Vincent Sobczak

09960 HIGH-PERFORMANCE COATINGS Matthew S. Richards

00010-5 202694-10 November 2025

DIVISION 10 - SPECIALTIES

NO.

TITLE RESPONSIBLE

ENGINEER

10400 SIGNAGE Matthew S. Richards

10520 FIRE PROTECTION SPECIALTIES John Vincent Sobczak

10810 TOILET ACCESSORIES John Vincent Sobczak

DIVISION 11 - EQUIPMENT

NO.

TITLE RESPONSIBLE

ENGINEER

11312G SUBMERSIBLE LARGE CAPACITY

CENTRIFUGAL PUMPS

Matthew S. Richards

11317 SUBMERSIBLE MIXERS: HIGH-SPEED Matthew S. Richards

DIVISION 13 - SPECIAL CONSTRUCTION

NO.

TITLE RESPONSIBLE

ENGINEER

13122 METAL BUILDING SYSTEMS John Vincent Sobczak

13446 MANUAL ACTUATORS Matthew S. Richards

DIVISION 15 - MECHANICAL

NO.

TITLE RESPONSIBLE

ENGINEER

15050 COMMON WORK RESULTS FOR MECHANICAL

EQUIPMENT

Matthew S. Richards

15061 PIPE SUPPORTS Matthew S. Richards

15062 PREFORMED CHANNEL PIPE SUPPORT

SYSTEM

Matthew S. Richards

15076 PIPE IDENTIFICATION Matthew S. Richards

15110 COMMON WORK RESULTS FOR VALVES Matthew S. Richards

15111 BALL VALVES Matthew S. Richards

15114 CHECK VALVES Matthew S. Richards

15116 PLUG VALVES Matthew S. Richards

15119 AIR AND VACUUM RELIEF VALVES Matthew S. Richards

15270 STEEL PIPE: ASTM A53 Matthew S. Richards

15281 COPPER WATER TUBE: SEAMLESS, ASTM B88 Chad Green

15286 STAINLESS STEEL PIPE AND TUBING Matthew S. Richards

15400 PLUMBING SYSTEMS Matthew S. Richards

00010-6 202694-10 November 2025

15500 COMMON WORK RESULTS FOR HVAC Chad Green

15732 AIR CONDITIONING UNITS Chad Green

15740 HEAT PUMPS Chad Green

15830 FANS Chad Green

15936 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

Chad Green

15954 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

Chad Green

15958 MECHANICAL EQUIPMENT TESTING Matthew S. Richards

DIVISION 16 - ELECTRICAL

NO.

TITLE RESPONSIBLE

ENGINEER

16050 COMMON WORK RESULTS FOR ELECTRICAL Willard C. Hoanshelt

16055 GENERAL REQUIREMENTS FOR ELECTRICAL Willard C. Hoanshelt

16060 GROUNDING AND BONDING Willard C. Hoanshelt

16070 HANGERS AND SUPPORTS Willard C. Hoanshelt

16075 IDENTIFICATION FOR ELECTRICAL SYSTEMS Willard C. Hoanshelt

16123 600-VOLT OR LESS WIRES AND CABLES Willard C. Hoanshelt

16130 CONDUITS Willard C. Hoanshelt

16133 DUCT BANKS Willard C. Hoanshelt

16134 BOXES Willard C. Hoanshelt

16150 LOW VOLTAGE WIRE CONNECTIONS Willard C. Hoanshelt

16210 UTILITY COORDINATION Willard C. Hoanshelt

16222 LOW VOLTAGE MOTORS UP TO 500

HORSEPOWER

Willard C. Hoanshelt

16232 SINGLE DIESEL FUELED ENGINE GENERATOR

ABOVE 200 KW

Willard C. Hoanshelt

16264 VARIABLE FREQUENCY DRIVES 60 - 500

HORSEPOWER

Willard C. Hoanshelt

16491 TRANSFER SWITCHES Willard C. Hoanshelt

16500 LIGHTING Willard C. Hoanshelt

16670 LIGHTNING PROTECTION Willard C. Hoanshelt

16700 CCTV MONITORING SYSTEM Willard C. Hoanshelt

16724 ACCESS CONTROL SYSTEMS Willard C. Hoanshelt

16950 FIELD ELECTRICAL ACCEPTANCE TESTS Willard C. Hoanshelt

00010-7 202694-10 November 2025

DIVISION 17 - INSTRUMENTATION AND CONTROLS

NO.

TITLE RESPONSIBLE

ENGINEER

17050 COMMON WORK RESULTS FOR PROCESS

CONTROL AND INSTRUMENTATION SYSTEMS

Willard C. Hoanshelt

17101 SPECIFIC CONTROL STRATEGIES Willard C. Hoanshelt

17208 LEVEL MEASUREMENT: RADAR PULSE TIME OF

FLIGHT (PTOF)

Willard C. Hoanshelt

17302 FLOW MEASUREMENT: MAGNETIC

FLOWMETERS

Willard C. Hoanshelt

17401 PRESSURE/VACUUM MEASUREMENT:

DIAPHRAGM SEALS

Willard C. Hoanshelt

17402 PRESSURE/VACUUM MEASUREMENT:

INSTRUMENT VALVES

Willard C. Hoanshelt

17404 PRESSURE/VACUUM MEASUREMENT: GAUGES Willard C. Hoanshelt

17405 PRESSURE/VACUUM MEASUREMENT: DIRECT Willard C. Hoanshelt

17710 CONTROL SYSTEMS: PANELS, ENCLOSURES,

AND PANEL COMPONENTS

Willard C. Hoanshelt

17720 CONTROL SYSTEMS: PROGRAMMABLE LOGIC

CONTROLLERS

Willard C. Hoanshelt

17721 CONTROL SYSTEMS: LOCAL OPERATOR

INTERFACE (LOI)

Willard C. Hoanshelt

17765 CONTROL SYSTEMS: PROGRAMMING

REQUIREMENTS

Willard C. Hoanshelt

17950 COMMISSIONING FOR INSTRUMENTATION AND

CONTROLS

Willard C. Hoanshelt

APPENDICES

APPENDIX A GEOTECHNICAL REPORT

APPENDIX B ASBESTOS-CONTAINING MATERIALS SURVEY

APPENDIX C

APPENDIX D

APPENDIX E

LEAD BASED PAINT SURVEY

FPL TRANSFORMER DRAWINGS

FDEP PERMIT

SPECIAL INSTRUCTIONS SHEET

A. TYPE OF WORK

1. The project scope includes, but is not limited to:

a. The project involves replacing Master Wastewater Lift Station 62, located on a City-owned parcel in Daytona Beach. A new submersible pump station will be constructed, and the existing lift station, including its structure, will be demolished.

Work will be completed in phases as shown in the Drawings, with the existing lift station remaining operational until the new station is constructed and commissioned.

Additional demolition activities will be undertaken to remove existing ancillary structures located on-site that are no longer required for operation.

b. The new pump station will feature a 16-foot inner diameter circular wet well, installed using a sunken caisson or an approved equivalent excavation method. The station will be equipped with three (3) submersible duty pumps and one (1) standby pump, all operated via variable frequency drives (VFDs), as well as a submersible mixer for improved wet well performance. Supporting infrastructure will include a new air-conditioned electrical building with an integrated restroom, a pad-mounted transformer, and a standby generator housed in a weatherproof, sound-attenuated outdoor enclosure. A new pole barn will also be constructed on-site to provide covered storage for additional generators and related equipment. The project scope also includes the installation of one (1) new sanitary manhole and associated gravity sewer piping, rehabilitation and lining of existing manholes and gravity sewer pipelines, and the conversion of an existing valve vault into a functional manhole for emergency overflow from the new wet well to the existing equalization basin. New discharge piping—composed of stainless steel and ductile iron—will be installed to connect the pump station to the existing forcemain located along the site’s western boundary. In addition, the work will include implementation of temporary erosion and sedimentation controls, grading to manage stormwater runoff, sodding, installation of perimeter site fencing with access gates, electrical and instrumentation systems, and all landscaping as indicated on the construction documents and required by applicable regulatory agencies.

B. SPECIAL INSTRUCTIONS

SI 1. SUBSURFACE INVESTIGATION

1. Limited ground-penetrating radar (GPR) activities were performed as part of the initial site investigation in coordination with record drawings.

2. CONTRACTOR shall visit the site and acquaint themselves with all existing conditions prior to construction. CONTRACTOR shall refer to the phasing plan in the Drawings for requirements of subsurface investigation, in particular for the underground pipeline tie-in locations.

SI 2. ASBESTOS MATERIALS

1. CONTRACTOR must follow asbestos removal work in compliance with all Legal

Requirements, as defined in the General Conditions, including specifically those Legal Requirements applicable to asbestos materials, including the Department of Environmental Protection’s asbestos requirements, 40 CFR Part 61, Subpart M, and OSHA Section 29 CFR 1926.38. Additionally, the CONTRACTOR is responsible for properly licensed and/or certified personnel for asbestos removal as required by Legal Requirements.

SI 3. LEAD-BASED PAINT MATERIALS

1. The CONTRACTOR shall perform all work involving the disturbance, removal, or disposal of lead-based paint in strict compliance with all applicable Legal Requirements, as defined in the General Conditions. This includes, but is not limited to, compliance with the Occupational Safety and Health Administration (OSHA) standards under 29 CFR 1926.62, and any applicable Environmental Protection Agency (EPA) regulations regarding lead-based paint activities. The CONTRACTOR is responsible for ensuring that all personnel performing lead-based paint-related work are properly licensed and/or certified as required by applicable federal, state, and local regulations.

SI 4. CONTRACTOR RESPONSIBILITIES

1. The CONTRACTOR shall be responsible for reviewing the site conditions, reviewing the Bid

Documents, verifying the Bid Schedule, and the inclusion of all items and costs necessary to complete the work and submit a balanced and responsive bid. In reviewing the documents, the CONTRACTOR shall notify the ENGINEER of any questionable items prior to the submission of bids.

SI 5. MINIMUM CONSTRUCTION EXPERIENCE QUALIFICATIONS

1. The Bid requires that the BIDDER has sufficient experience in similar construction projects.

This Special Instruction sets forth certain Minimum Construction Experience Qualifications

(“Minimum Qualifications”) that must be met by the BIDDER, and describes the reference information that the BIDDER must submit as part of the Bid to allow the City to confirm that these Minimum Qualifications are met. The imposition of the Minimum Qualifications stated herein will not be deemed to restrict the City’s ability to determine whether the BIDDER is

“responsible” as that term is referenced in Section 30-82(8) of Chapter 30 of the City of

Daytona Beach Code of Ordinances.

2. Definitions.

a. “Task” means the following specific type of construction-related activity:

i. Replacement of existing lift station and construction of new electrical/office building.

3. Who Must Meet the Minimum Qualifications?

a. ALL BIDDERS must meet the Minimum Qualifications associated with the tasks of the project, where the BIDDER was the PRIME firm on the example project.

4. What are the Minimum Qualifications?

a. The Minimum Qualifications are:

i. The BIDDER must maintain a current State of FL General Contractor’s

License.

ii. Provide a minimum of three (3) verifiable clients/references for projects that the BIDDER has successfully completed within the last ten (10) years of the due date of this ITB. The three (3) projects shall have either a similar scope of work, or a scope of work of greater value and complexity than described in

Section A “Type of Work” described above. At least one (1) project must involve a wastewater lift station with a size greater than or equal to sixteen (16) feet in diameter, or equivalent size for rectangular structures, and at least one (1) reference project should include a wetwell that was installed with an excavation of greater than 30 feet in depth using a support of excavation system similar to, or of greater complexity than, a sinking caisson method. BIDDER shall provide a minimum of three (3) different references.

On the three (3) reference projects, please include any additional information that may include similar work (e.g., phased demolition, force main tie-in, maintaining operation of existing facilities, etc.). The City and/or their designee must be able to contact the reference; no further consideration will be given if contact cannot be made. The information should include Owner’s name with contact person; description of work including BIDDER’s responsibilities; original contract price; final contract price; original contract time; actual time to complete the project; and any relevant circumstances or conditions about the project.

b. A project will be considered as counted toward meeting applicable Minimum

Qualifications listed above, only if, in addition to the conditions referenced, both of the following conditions are met: the BIDDER performed at least 50% of the project as the PRIME firm within the last ten (10) years.

c. A project will be deemed “successful” only if: (i) the entire project, including the Task referenced, achieved final acceptance; or (ii) the Task referenced was deemed substantially complete (i.e., the Facility Owner accepted the equipment installed or other result of the Task for the Facility Owner’s beneficial use).

d. A project will not be deemed to be “successful” for purposes above, even if it otherwise meets the foregoing conditions, if any of the following occurred: (i) the

BIDDER was terminated from the project for cause, (ii) in association with the work listed, the BIDDER received any enforcement agency warning letters, administrative fines or penalties, or the BIDDER was required to pay damages by a court of law, for

Occupational Safety and Health Administration (OSHA) violations in association with work; (iii) after project completion, the Facility Owner requested the BIDDER to provide warranty work and the BIDDER failed to provide such work to the Facility

Owner’s satisfaction; or (iv) the Facility Owner or the Facility Owner’s contact person

(listed below), for any other reason provides the City a negative reference regarding the BIDDER.

5. What is the BIDDER Required to Provide?

a. To help the City determine whether the required Minimum Qualifications are met, the

BIDDER must submit a Reference Package as part of the signed and sealed Bid. All required documents are included at the end of this Section (“Reference Package”).

b. Reference Package requirements: The Reference Package will contain a title page containing the CITY contract number and title as referenced in the Invitation to Bid;

the name of the CONTRACTOR, followed by References for the BIDDER. The

References will be tabbed and indexed.

c. Each Project contained within the Reference Package will contain a sufficient number of references to show that the Minimum Qualification is being met. Three (3) references must be provided to show that the Minimum Qualification is met. The

Reference Package, on the following pages, should be used to show that the

Minimum Qualifications are met.

d. The BIDDER is encouraged to provide a backup Contact Person in each instance in case the City is unable to reach the primary Contact Person.

6. How will the City use the information submitted above?

a. In evaluating the Bids received, the City intends to contact each reference listed to verify that the Minimum Qualifications were met. BIDDERS meeting the Minimum

Qualifications will be considered qualified to perform the work and their Bid considered responsive provided other material requirements of the Bid are met.

NOTE: A BIDDER is not prohibited from listing more than the minimum number of projects to show that a specific Minimum Qualification is met (provided the BIDDER complies with the space).

SI 6. PROJECT REFERENCE PACKAGE

The CONTRACTOR shall complete and submit the Project Reference Package contained at the end of this specification section.

SI 7. FPL TRANSFORMER

The CONTRACTOR shall complete all Florida Power & Light (FPL) transformer work in strict accordance with FPL standard specifications and requirements. CONTRACTOR to complete all site work and efforts associated with providing a suitable transformer location (including but not limited to elevated slab, bollards, and installation of conduit). Primary conduit to be provided by

FPL but installed by CONTRACTOR. Transformer to be provided and installed by FPL.

CONTRACTOR is responsible for all coordination with FPL. Drawings related to the FPL transformer installation are provided in Appendix D.

END OF SPECIAL INSTRUCTIONS SECTION

REFERENCE PACKAGE

MINIMUM QUALIFICATIONS OF PROSPECTIVE BIDDER

CITY CONTRACT NUMBER:

PROJECT TITLE: LIFT STATION 62 REPLACEMENT

CONTRACTOR FIRM NAME:

BUSINESS ADDRESS:

CITY, STATE, ZIP CODE:

PHONE NUMBER: _________________ FAX NUMBER: ________________

EMAIL ADDRESS:

TASK: Master Lift Station Replacement and New Electrical Building

Reference No. 1

Bidder:

Name of Project:

Location of Project:

Duration of Project:

Date of Completion:

Project Components:

a. List method used to support excavation (e.g., sinking caisson, secant pile, etc.):

b. List the dimensions of the new or rehabilitated wet well (ft):

c. List the peak capacity of the facility (mgd):

d. List all other similar components of project installed:

e. Bidder’s responsibilities:

f. Original contract price:

g. Final contract price:

Work Completion:

a. Did the Bidder perform at least 50% of the work described for that project? (Yes/No) _______

b. Did Project achieve final acceptance or was the project deemed substantially complete and available for beneficial use by the Facility Owner? (Yes/No)

c. List any OSHA safety violations or significant injuries during the course of the work:

Contact Information:

a. Owner/Representative Name:

b. Phone Number:

c. Email Address:

Reference No. 2

Location of Project:

b. Did Project achieve final acceptance or was the project deemed substantially complete and

Reference No. 3

Location of Project:

b. Did Project achieve final acceptance or was the project deemed substantially complete and

Contractor: Contract #:

Project: P.O. #:

Date: Cont. Invoice #:

Pay Request #:

For Period: to

3 $0.00

PREVIOUSLY THIS COMPLETED

COMPLETED PERIOD TO DATE

4 $0.00

5 $0.00

6 $0.00 $0.00 $0.00

7 Less: Retainage To Date at 10% $0.00 $0.00 $0.00

8 $0.00 $0.00 $0.00

9 $0.00

11 $0.00 $0.00 $0.00

#DIV/0!

Authorized Contractor Representative and Signator

Signature:

Print Name: Date:

The City of Daytona Beach Utilities Engineering Department Approved for Payment by Utilities Project Manager

Signature:

Print Name: Date:

The City of Daytona Beach Utilities Engineering Department

Quantities Verified by: Inspector

Signature:

Print Name: Date:

Approved for Payment by Engineer of Record

Signature:

Print Name: Date:

The City of Daytona Beach

Utilities Department

PROJECT PAYMENT AUTHORIZATION FORM

Percent of Contract Time Remaining:

Original Contract Amount:

Approved Change Orders:

Current Contract Amount:

Amount Completed to Date:

Stored Materials:

Adjusted Amount Completed and Stored To Date:

Total Amount Earned

Less: Previous Payments To Date

Add/(Less): Other- Retainage Release

TOTAL AMOUNT DUE THIS INVOICE

Percent Complete:

CERTIFICATION OF CONTRACTOR

The undersigned CONTRACTOR certifies that (1) all previous payments received from the owner on account of WORK done under the Contract referred to above have been applied to discharge in full all obligations of the CONTRACTOR incurred in connection with Work covered by prior Applications for Payment; and (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at the time of payment free and clear of all liens, claims, security interests and encumbrances (except such as covered by

Bond acceptable to Owner.

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DOCUMENT 00940

WORK CHANGE DIRECTIVE

Owner: City of Daytona Beach Owner’s Project No.:

Engineer: Carollo Engineers Engineer’s Project No.: 202694

Contractor: Contractor’s Project No.:

Project: Lift Station 62 Replacement

Contract Name:

Date Issued:

Effective Date of Work Change Directive:

Contractor is directed to proceed promptly with the following change(s):

Description:

[Description of the change]

Attachments:

[List documents related to the change]

Purpose for the Work Change Directive:

[Describe the purpose for the change to the Work]

Directive to proceed promptly with the Work described herein, prior to agreeing to change in

Contract Price and Contract Time, is issued due to:

Notes to User— Check one or both of the following:

☐ Non-agreement on pricing of proposed change. ☐ Necessity to proceed for schedule or other reasons.

Estimated Change in Contract Price and Contract Times (non-binding, preliminary):

Contract Price: $ [Increase] [Decrease]

Contract Time: days [Increase] [Decrease]

Basis of estimated change in Contract Price:

☐ Lump Sum ☐ Unit Price ☐ Cost of the Work ☐ Other

Recommended by Engineer Authorized by Owner

By:

Title:

Date:

END OF DOCUMENT

This document is a MODIFIED version of EJCDC® C‑941, Copyright© 2018 by the National Society of Professional

Engineers, American Council of Engineering Companies, and American Society of Civil Engineers, or is based in part on excerpts from copyrighted EJCDC documents. All rights reserved. Those portions of the text that originated in copyrighted EJCDC documents remain subject to the copyright.

Change Order 00941-1 202694-10 November 2025 pw://Carollo/Documents/FL/Daytona Beach/202694-100000/04 Design/04 Specs/Carollo/00941 (Bid Set)

DOCUMENT 00941

CHANGE ORDER

Owner: City of Daytona Beach Owner’s Project No.:

Engineer: Carollo Engineers Engineer’s Project No.: 202694-10 Contractor: Contractor’s Project No.:

Project: Lift Station 62 Replacement Contract Name:

Date Issued:

Effective Date of Change Order:

The Contract is modified as follows upon execution of this Change Order:

Description:

[Description of the change]

Attachments:

[List documents related to the change]

In signing a Change Order, the Owner and Contractor acknowledge and agree that:

1. The Change Order constitutes full mutual accord and satisfaction for the change to the Work. The stipulated compensation (Contract Price or Contract Times, or both) set forth in the Change Order includes not only all direct costs of Contractor such as labor, material, job overhead, and profit markup, but also includes any costs for modifications or changes in sequence of work to be performed, delays rescheduling, disruptions, extended direct overhead or general overhead, acceleration, material, or other escalation which includes wages and other impact costs.

2. This Change Order will become a supplement to the Contract and all Contract provisions will apply hereto.

3. It is understood that this Change Order shall be effective on the date the Owner authorizes the Change Order by their signature.

4. No reservation of rights to pursue subsequent claims on the Change Order will be made by either party.

5. No subsequent claim or amendment of the Contract Documents will arise out of or as a result of the Change Order. EDIT

Change Order 00941-2 202694-10 November 2025 pw://Carollo/Documents/FL/Daytona Beach/202694-100000/04 Design/04 Specs/Carollo/00941 (Bid Set)

Change in Contract Price Change in Contract Times (Days)

Original Contract Price: Original Contract Times:

Substantial Completion:

$ Ready for final payment:

[Increase] [Decrease] from previously approved Change Orders No. 1 to No. [Number of previous Change Order]:

[Increase] [Decrease] from previously approved Change Orders No. 1 to No. [Number of previous Change Order]:

Substantial Completion:

$ Ready for final payment:

Contract Price prior to this Change Order: Contract Times prior to this Change Order:

Substantial Completion:

$ Ready for final payment:

[Increase/Decrease] this Change Order: [Increase] [Decrease] this Change Order:

Substantial Completion:

$ Ready for final payment:

Contract Price incorporating this Change Order: Contract Times with all approved Change Orders:

Substantial Completion:

$ Ready for final payment:

Recommended by Engineer Authorized by Owner

By:

Title:

Date:

Authorized by Contractor

By:

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Field Order 00942-1 202694-10 November 2025 pw://Carollo/Documents/FL/Daytona Beach/202694-100000/04 Design/04 Specs/Carollo/00942 (Bid Set)

DOCUMENT 00942

FIELD ORDER

Owner: City of Daytona Beach Owner’s Project No.:

Engineer: Carollo Engineers Engineer’s Project No.: 202694-10 Contractor: Contractor’s Project No.:

Project: Lift Station 62 Replacement Contract Name:

Date Issued:

Effective Date of Change Order:

Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work.

Reference:

Specification Section(s):

Drawing(s) / Details (s):

Description:

[Description of the change to the Work]

Attachments:

[List documents supporting change]

Issued by Engineer

By:

Summary of Work 01110-1 202694-10 November 2025 pw://Carollo/Documents/FL/Daytona Beach/202694-100000/04 Design/04 Specs/Carollo/01110 (Bid Set)

SECTION 01110

SUMMARY OF WORK

PART 1 GENERAL

1.01 SUMMARY

A. Section includes: Detailed description of the Work.

1.02 THE WORK

A. The Work includes, but is not limited to, the construction of a replacement lift station (LS 62) for the City of Daytona Beach, designed to accommodate a present flow of 2,400 gallons per minute. The project entails intercepting the existing gravity sewer main and diverting wastewater through a newly constructed concrete manhole into a new circular concrete wet well. The lift station will be equipped with four submersible centrifugal wastewater pumps—three duty and one standby—operated via variable frequency drives (VFDs). Discharge piping will consist of 316L stainless steel and ductile iron and will include above-grade control valves and a new magnetic flow meter, ultimately tying into the existing force main along the western property boundary. An additional connection to an existing equalization basin will also be constructed. A new electrical building will be constructed to house electrical equipment and provide a restroom for City staff, while a diesel-fueled standby generator, along with associated fuel storage and piping, will be installed to the north of the station. Additional site improvements include grading, widening of the perimeter access road, construction of a metal pole barn for generator storage, introduction of a security gate, security system, fencing, and installation of landscaping. The project will also include the conversion of an existing valve vault into a manhole to serve as an emergency overflow connection between the new wet well and the existing equalization basin. There will be pipe and manhole lining associated with portions of the project. The existing lift station will remain operational throughout the construction period to maintain continuous service, requiring coordination with utility providers. Contractor to provide transformer pad and primary conduit in accordance with FPL standard requirements. Upon completion and successful commissioning of the new lift station, the existing structure and its mechanical and electrical components will be decommissioned and demolished. All work shall be performed in accordance with the Contract Drawings and Specifications.

B. The contractor shall always maintain backup power for the station. If necessary, a bypass pump or temporary generator shall be used to maintain constant operation of the lift station during emergencies or power outages. If a temporary generator is provided, then it shall be sized to energize all mechanical and electrical equipment.

1.03 LOCATION OF PROJECT

A. LS 62 is located at 2040 Beville Road, Daytona Beach, FL 32114.

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1.04 OWNER FURNISHED EQUIPMENT (NOT USED)

1.05 ACTIVITIES BY OTHERS

A. Other activities which may affect performance of work include:

1. Continued operation of the existing pump station by City staff.

2. The neighboring fire station shall be provided with uninterrupted access to the entry road at all times to ensure emergency response capabilities are not hindered during construction activities.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

Contract Document Language 01116-1 202694-10 November 2025 pw://Carollo/Documents/FL/Daytona Beach/202694-100000/04 Design/04 Specs/Carollo/01116 (Bid Set)

SECTION 01116

CONTRACT DOCUMENT LANGUAGE

PART 1 GENERAL

1.01 SUMMARY

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. Term "products" includes materials and equipment as specified in Section 01601 - Product Requirements.

Work Restrictions 01140-1 202694-10 November 2025 pw://Carollo/Documents/FL/Daytona Beach/202694-100000/04 Design/04 Specs/Carollo/01140 (Bid Set)

SECTION 01140

WORK RESTRICTIONS

PART 1 GENERAL

1.01 SUMMARY

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

1.02 SUBMITTALS

A. Baseline Schedule with Method of Procedure (MOP) tasks.

B. MOP Form.

C. MOP Log.

D. Progress Schedule with MOP tasks.

1.03 GENERAL CONSTRAINTS ON WORK AND SCHEDULING OF WORK

A. Lift station construction:

1. Lift Station 62 is a critical master lift station that conveys domestic wastewater from properties located south of Beville Road, between South Clyde Morris Boulevard and I-95. Any disruption to the operational capacity of this pump station could lead to significant environmental damage and potential monetary penalties. It is the Contractor’s responsibility to ensure that the construction of the new lift station is executed in a manner that does not interfere with the ongoing operations of the existing lift station.

2. Conduct commissioning activities as specified in Section 01756 – Commissioning and in a manner that does not impair the operational capabilities of essential elements of the existing lift station or reduce its capacity.

3. Lift Station 62 shall be considered "operational" when it is capable of conveying the full design capacity of wastewater as received from the collection system basin.

4. Lift Station 62 construction shall be restricted to hours in accordance with the City’s Municipal Code, where possible.

B. Instrumentation and controls performance testing:

1. Test system as specified in Section 17950 – Commissioning for

Instrumentation and Control and Section 01756 – Commissioning.

C. Perform decommissioning and demolition of existing lift station facilities and abandon pipe as specified in Section 01738 – Selective Alterations and Demolition and as indicated on the Drawings.

01140-2 202694-10 November 2025

1.04 UTILITIES

A. Provide advance notice to and utilize services of Sunshine 811 for location and marking of underground utilities operated by utility agencies other than the Owner.

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

C. New yard utilities were designed using existing as-built drawings and a site survey.

1. Contractor to field verify location of utilities shown on the survey drawings.

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

3. Pipe alignments as indicated on the Drawings.

1.05 WORK BY OTHERS

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

1.06 SHUTDOWN CONSTRAINTS

A. General shutdown constraints:

1. Execute the Work while the existing Lift Station 62 facility is in operation:

a. Wastewater conveyance to and from the existing facility must be maintained at all times, until the new station is constructed and the flows are transferred to the new wet well.

2. Facility shutdowns are not expected to occur during the majority of the construction activities.

3. Sequence construction to minimize number and duration of facility shutdowns.

4. Activities that disrupt existing facility or utility operations must comply with these shutdown constraints.

a. Complete pre-shutdown planning, including, but not limited to, ensuring that all necessary equipment, materials, and labor are available and ready at the time of shutdown.

5. Provide temporary pumping, power, lighting, controls, instrumentation, and safety devices as required to minimize interruptions to Lift Station 62 operations, while complying with specified sequencing constraints.

6. The Owner retains the authority to approve or deny any shutdown of the facility during construction activities.

7. Owner maintains the ability to abort on the day of the scheduled shutdown.

8. Unplanned shutdowns due to emergencies are not defined in this Section.

B. Existing Lift Station 62 constraints:

1. Activities that disrupt Lift Station 62 operations are prohibited during the following flow conditions, unless otherwise approved in writing by the Owner and Engineer:

a. Within 48 hours of forecasted rain per National Weather Service forecast for the City of Daytona Beach:

https://forecast.weather.gov/MapClick.php?lat=29.20366000000007&lon= -81.03916999999996#.Y78EUHbMKbg.

https://forecast.weather.gov/MapClick.php?lat=29.20366000000007&lon=-81.03916999999996#.Y78EUHbMKbg https://forecast.weather.gov/MapClick.php?lat=29.20366000000007&lon=-81.03916999999996#.Y78EUHbMKbg

01140-3 202694-10 November 2025

2. Shutdown scheduling:

a. Coordinate schedule of shutdown activities with Owner.

b. Temporary pumping facilities shall be installed and operational prior to shutdown activities.

c. Request each shutdown in writing a minimum of three (3) weeks in advance of anticipated shutdown.

C. Site excavation constraints:

1. Adhere to the maximum open excavation volumes and procedures as indicated on the Drawings for over excavation and replacement of existing unsuitable site materials.

2. Care shall be taken to not disturb or damage existing structures and piping.

D. Wet well installation constraints:

1. Maintain site elevation around the wet well as indicated on the Drawings.

2. Install wet well via sink-in-place caisson method or an approved equivalent excavation method as indicated on the Drawings and specified:

a. Maintain a Factor of Safety of 1.5 from buoyant pressures for each step of construction.

b. Maintain minimum water levels inside the caisson as indicated on the

Drawings.

c. Maintain dewatering during installation as indicated on the Drawings and specified in Section 02241 – Dewatering.

1.07 WORK SEQUENCE

A. The Contractor shall submit a construction phasing plan to the Owner for review which addresses the key project components including, but not limited to, wet well construction, force main tie-in and final flow transfer. The phasing plan shall be submitted a minimum of fourteen (14) days prior to performing the Work.

B. The following work sequence represents one possible work sequence. If the Contractor develops an alternative sequence, it shall be submitted for review a minimum of fourteen (14) days prior to performing any deviation from this sequence.

1. Prepare site:

a. Install sediment and erosion control measures.

b. Coordinate with FPL throughout construction to:

1) Maintain power to existing lift station throughout construction.

2) Provide temporary power for contractor use during construction, if needed.

3) Provide new power service to new lift station.

4) Disconnect power service to existing lift station from the station up to the power pole across Beville Road.

c. Install dewatering system(s) to be used at various stages throughout construction.

d. Remove unsuitable material and replace with suitable material to temporary site elevation as indicated on the Drawings.

2. Construct new Lift Station 62:

a. Construct temporary site fencing for safety and protection

b. Construct new wet well

01140-4 202694-10 November 2025

c. Cast wet well at grade and install via sink-in-place caisson method or other approved equivalent excavation method

d. Convert existing valve vault to manhole as indicated in drawings

e. Leak test buried structures

f. Complete site grading

g. Construct concrete pad and place new pad mounted transformer

h. Construct electrical building and associated underground electrical.

Provide provisions for connecting electrical system to the new permanent generator once the structure is demolished.

i. Construct new pole-barn generator storage structure and associated electrical.

j. Construct force main between wet well and existing equalization basin access hatch

k. Install pump station mechanical equipment and piping.

l. Install remaining mechanical, electrical, and instrumentation and control equipment.

m. Perform Installation and Functional Testing of new lift station facility using potable water and connection to existing equalization tank.

n. Install temporary sewer bypass/pumping provisions to divert flow from master manhole to flow through line stop on the existing force main.

o. Demolish existing lift station facility and place new agru lined manhole within the existing lift station footprint.

p. Construct new gravity sewer pipe from new agru lined manhole to wet well.

q. CIPP line existing gravity sewer from master manhole to new wet well.

r. Install remainder of force main and tie-into existing force main connection.

s. Pressure test installed piping, leak test manhole structures.

t. Perform Process Start-up and conduct Process Operational Period.

u. Field coat all equipment, piping, and accessories per the specifications.

v. Complete remaining demolition.

w. Upon successful completion of Process Start-up and Process Operational

Period, commence operation of LS 62.

3. Demolish existing lift station:

a. Demolish and remove remainder of existing lift station facilities and equipment (e.g., pumps, generator, electrical gear, stairs, handrails, internal walls, etc.) as indicated on the Drawings to allow the backfill and compaction of the existing lift station.

b. Demolish any onsite structures not previously removed.

c. Restore site as indicated on the Drawings.

4. Complete miscellaneous site improvements:

a. Replace access road paving around perimeter of site.

b. Pave pump station site and restore site as needed.

c. Install new permanent generator and fuel storage as indicated on the

Drawings.

d. Obtain Substantial Completion.

e. Complete installation of site fencing and gate.

f. Complete landscaping.

g. Perform Final Cleanup.

h. Obtain Final Acceptance.

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1.08 METHOD OF PROCEDURE (MOP)

A. MOP Instructions: See Attachment A.

B. Prepare MOP for the following conditions:

1. Shutdowns, bypassing activities, and tie-ins to the existing facility.

2. Start-up activities.

3. Power interruption and tie-ins.

4. Constraints requiring interruption of operating facilities or utilities.

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

D. Submit Baseline Schedule, as specified in Section 01321 – Schedule and Report.

E. Submit MOP Log at construction progress meetings.

F. 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.

G. Where required to minimize existing lift station interruptions, while complying with specified sequencing constraints, provide temporary pumping, power, lighting, controls, instrumentation, and safety devices.

1.09 REQUIREMENTS FOR MAINTAINING CONTINUOUS OPERATION OF EXISTING

FACILITIES

A. Conduct the Work and provide temporary facilities required to keep the existing lift station continuously operational.

B. Do not remove or demolish existing facilities required to keep Lift Station 62 operational at its current capacity until the existing facilities are replaced by temporary, new, or upgraded facilities and equipment:

1. Test replacement facilities to demonstrate operational success prior to removing or demolishing existing facilities.

1.10 OPERATIONS AND MAINTENANCE ACCESS

A. Provide safe, continuous access to existing lift station for operations personnel throughout construction phase.

01140-6 202694-10 November 2025

ATTACHMENT A

“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 prior to work

Contractor 6. Complete Readiness Checklist. No later than 5 days prior to work

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

Contractor 8. Complete Work.

Contractor 9. Update MOP Log and Progress Schedules.

Monthly

01140-7 202694-10 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.