TECHNICAL SPECIFICATIONS

Section No. Title

DIVISION 1 - GENERAL REQUIREMENTS

01010 Summary of Work

01011 Mobilization

01014 Maintenance of Operations

01025 Measurement and Payment

01026 Schedule of Values & Payment Applications

01040 Coordination

01045 Cutting and Patching

01050 Field Engineering

01200 Project Meetings and Video

01300 Submittals

01340 Shop Drawing Procedures

01380 Construction Schedules

01390 Pre-Construction Audio-Video Recordings

01500 Temporary Facilities and Controls

01541 Protection of the work and Property

01568 Erosion and Sedimentation Control

01570 Traffic Regulation

01580 Project Identification and Signs

01600 Material and Equipment

01611 Storage of Material

01640 Substitutions and Product Options

01700 Contract Closeout

01710 Final Cleaning

01720 As-Built Record Documents

01730 Operation and Maintenance Data

01740 Warranties

01760 Spare Parts and Maintenance Materials

DIVISION 2 – SITE WORK

02050 Demolition and Maintenance of service during construction

02080 Abandonment, Removal, and salvage or disposal of existing pipeline and structures

02202 Excavating, Backfilling and Compacting

02220 Selective Demolition

02240 Dewatering (During Construction)

02270 Temporary Erosion Control

02310 Site Grading

02489 Grassing

02616 Fittings for Pressure Service

02641 Gate Valves

02661 Pressure Testing of Piping

02801 Restoration of Surface Improvements

DIVISION 15 – MECHANICAL

15000 Mechanical – General Requirements

15044 Pressure Testing of Piping

15045 Pipe Cleaning and Pigging

15050 Pipe and Pipe Fittings

15062 Ductile Iron Pipe

15066 Tracer Wire and Alarming Tape

15088 Couplings and Connectors

15100 Ancillary Equipment

15127 Air Release Valves

15399 Disinfection of Water Mains

SUMMARY OF WORK 01010-1

SECTION 01010

SUMMARY OF WORK

PART 1 – GENERAL

1.01 SUMMARY OF WORK

Work under this project includes:

A. This project includes removal of approximately 154 LF of existing 12-inch

Ductile Iron Pipe watermain along Tomoka Farms Rd and Bellevue Ave and installing 218 LF of 12” PVC and 82 LF of 12” DIP. This project will include replacing all water services, water meters and meter boxes along this route. 1-inch services will also be provided at the edge of the right at the vacant lot locations to ensure no open cutting of the roadway for these lots after this project has been completed.

The existing water main is located along the Western side of the roadway along

Tomoka Farms and Northern side of the roadway along Bellevue Ave and the proposed water main will need to be installed on the South side of International

Speedway Blvd and the West side of Tomoka Farms. Valves, main extensions and other various work will need to be provided with this watermain replacement to ensure that the switchover from the existing to the proposed goes smoothly. The Contractor shall refer to the notes located within the plan view sheets of the construction plans for any site-specific work related to this project.

1.02 WORK COVERED BY CONTRACT DOCUMENTS

A. The CONTRACTOR shall furnish all labor, materials, equipment, tools, services and incidentals to complete all Work required by these Specifications and as shown on the Drawings.

B. Omission of a specific item or component part of a system obviously necessary for the proper functioning of the system shall not relieve the CONTRACTOR of the responsibility of furnishing the item as part of the work at no additional cost to the

CITY.

C. The CONTRACTOR shall perform the Work complete, in place, and ready for continuous service, and shall include repairs, testing, permits, cleanup, replacements and restoration required as a result of damages caused during this construction.

D. The CONTRACTOR shall comply with all Federal, State and local laws, rules and regulations which are applicable to this Project.

1.03 REQUIRED NOTICES TO AGENCIES AND PUBLIC

SUMMARY OF WORK 01010-2

A. The CONTRACTOR shall provide advanced notice to affected businesses, property owners and utility customers of scheduled temporary utility service disruptions and changes in access. The CONTRACTOR shall provide alternative accommodations when required by the CITY.

1.04 SALVAGED MATERIALS

A. Unless otherwise noted in the Contract Documents, materials, equipment and supplies no longer needed as a result of the Work shall become property of the

CONTRACTOR and shall be removed and disposed of by the CONTRACTOR in areas provided by the CONTRACTOR.

1.05 CONTRACTOR'S USE OF PREMISES

A. The CONTRACTOR shall assume full responsibility for the protection and safekeeping of products and materials stored at the job site. If additional storage or work areas are required, they shall be obtained by the CONTRACTOR at no additional cost to the CITY.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.01 The CONTRACTOR shall review the site conditions and Contract Documents to verify the

Summary of Quantities and Bid Schedule include all items and costs necessary to complete the Work prior to preparing and submitting a balanced and responsive bid.

END OF SECTION

MOBILIZATION 01011-1

SECTION 01011

MOBILIZATION

1.01 SUMMARY OF WORK

Work under this project includes:

A. The work specified in this Technical Provision consists of the preparatory work and operations in mobilizing for beginning work on the project and shall conform with the requirements of Section IO I of the Florida

Department of Transportation Standard Specifications for Road and Bridge

Construction, latest edition except as amended hereinafter.

1.02 WORK COVERED BY CONTRACT DOCUMENTS

A. Perform preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, and sanitary and other facilities. This item shall not include ongoing cost for above items.

B. Include the costs of all required permits, including the National Pollutant

Discharge Elimination System permit, and any preconstruction expense necessary for the start of the work, excluding the cost of construction materials.

3.01 A pre-construction video shall be provided to the City that covers all aspects of existing roadway including adjacent houses, driveways, mailboxes, roadways, drainage structures and other adjacent items to the full extent of this project including any MOT that extends beyond the limits shown on the plans.

3.02 The Contractor shall install under the County's direction, signs conforming to the

Specifications and sample provided in the General Conditions, as supplied by the

County. The signs shall be the property of the Contractor for the duration of the project and shall be maintained by the Contractor to the satisfaction of the County

Engineer. The Contractor shall be responsible for the relocation of the signs during the progress of construction as directed by the County Engineer.

MOBILIZATION 01011-2

2. The project signs shall be placed at locations designated by the City Project Engineer within the Right-of-Way, to be highly visible, at a position which will not obstruct pedestrian or vehicular traffic and at a location where they will not be a roadside hazard.

A. PROJECT SIGN CONSTRUCTION:

1. The project signs shall be constructed of wood or other substantial material (4' x 8') exterior grade plywood sheet with pressure treated 4" x 4" support posts and 2"x 4" cross braces if necessary).

2. The sign face shall be four feet horizontal by three feet vertical with four feet of clearance from the bottom of the sign face to ground for a total eight feet of sign height.

3. Upon completion of the contract, the Contractor shall remove and dispose of the sign and supports and restore the site to the satisfaction of the County Engineer.

B. PROJECT SIGN FACE PREPARATION:

1. The background shall be white.

2. The Lettering shall be black.

MAINTENANCE OF OPERATIONS 01014-1

SECTION 01014

MAINTENANCE OF OPERATIONS

1.01 DESCRIPTION

A. This Section covers the requirements for scheduling and performing the Work to keep existing essential facilities in continuous operation.

1.02 WORK SEQUENCE

A. The CONTRACTOR shall establish his work sequence based on the use of crews to facilitate completion of construction and testing within the allotted Contract Time.

B. CONTRACTOR shall discuss work sequence at Pre-Construction Conference.

C. Work shall be scheduled, sequenced, and performed in a manner which minimizes disruption to the operation and maintenance of existing facilities. The work shall be executed so the existing operating facilities shall not be jeopardized nor shall the efficiency of those facilities be reduced as a result of the execution of the work.

D. The CONTRACTOR shall keep existing facilities in operation unless otherwise specifically permitted in the Contract Documents or approved by the CITY in writing. The CONTRACTOR shall provide a minimum of 30 days advanced notice to the CITY of any needed system shutdown.

E. Approved shutdowns shall not begin until all materials are on-hand, pre-assembled and ready for installation. Upon commencement of the shutdown, the

CONTRACTOR shall proceed with Work continuously, start to finish, until the

Work is completed and the system is tested, cleared for service and ready for operation. If the CONTRACTOR completes all required work prior to the end of the specified shutdown period, the CITY may immediately place the system back in service.

F. Unless indicated otherwise, temporary roads, walks, protection of existing structures, pumping, piping, blind flanges, valves, equipment, power, lighting, controls, instrumentation, alarms, security devices, safety devices, etc. shall be provided by the CONTRACTOR whenever its work or interruption due to its work affects the existing facilities.

G. Operational functions or shutdown of the existing facilities required to facilitate

CONTRACTOR’s operation will be done by the CITY’s personnel only.

H. The CITY’s operation and maintenance personnel will cooperate in every way that

MAINTENANCE OF OPERATIONS 01014-2

is practical in order to facilitate CONTRACTOR’s operation. However, certain shutdown and connections may only be permissible at times other than normal working hours such as nights or weekends. No additional payment will be made to the CONTRACTOR for any night, weekend or holiday premium or overtime payments.

I. If it becomes necessary for the proper operation or maintenance of facilities, the

CITY may require the CONTRACTOR to reschedule an approved shutdown. The

CONTRACTOR shall then reschedule its operations so there shall be no conflict with necessary operations or maintenance of facilities. The CONTRACTOR shall, within 2 working days, furnish the CITY a revised outage request and a plan for rescheduling the shutdown in accordance with the requirements of the construction schedule.

1.03 SUBMITTALS

A. Submit a detailed schedule and process description for proposed testing.

PART 3 – EXECUTION (NOT USED)

MEASUREMENT AND PAYMENT 01025-1

SECTION 01025

MEASUREMENT AND PAYMENT

A. This Section defines the method which will be used to determine the quantities of work performed, or materials supplied and establishes the basis upon which payment will be made.

1.02 ESTIMATED QUANTITIES

A. Where quantities are shown they are approximate and are given only as a basis of calculation upon which the award of the Contract is to be made. The CITY does not assume any responsibility for the final quantities, nor shall CONTRACTOR claim misunderstanding because of such estimate of quantities. Final payment will be made only for the satisfactorily completed quantity of each item.

1.03 MEASUREMENT STANDARDS

A. All work completed under the Contract shall be measured according to United

States Standard Methods.

1.04 METHOD OF MEASUREMENT

A. Measurement of Length: Unless otherwise specified for the particular items involved, all measurements of distance for items to be paid for on the basis of length shall be taken horizontally or vertically.

B. Measurement of Area: In the measurement of items paid for on the basis of area of finished work, the lengths and/or widths to be used in the calculations shall be the actual dimensions measured along the surface of the completed work within the neat lines shown or designated. At intersections, the measurement used for length of side area will be measured from the outside edge of the width allowed along the main trench.

C. Measurement of Weight of Asphaltic Concrete Materials: Measurements of the weight of Asphaltic Concrete Materials shall be made as provided in the latest edition of the Florida Department of Transportation, Standard Specifications for

Road and Bridge construction, except that the CONTRACTOR shall be responsible for writing and certifying the accuracy of truck tally tickets.

1.05 PAYMENT

MEASUREMENT AND PAYMENT 01025-2

A. Lump Sum Items: Where payment for items is shown to be paid for on a lump sum basis, no separate payment will be made for any item of work described herein and listed on the Bid Form required to complete the lump sum item.

B. Unit Price Items: Where payment for items is shown to be paid for on a unit price basis, separate payment will be made for the items of work described herein and listed on the Bid Form. Any related work not specifically listed, but required for satisfactory completion of the work, shall be considered to be included in the scope of the appropriately listed work items.

1.06 COSTS INCLUDED IN PAYMENT ITEMS

A. No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work:

1. Construction surveying

2. Clearing and grubbing

3. Trench and roadway excavation including necessary pavement removal, rock and cemented coquina excavation and disposal and excavation and removal of unsuitable soils and unsuitable materials of any nature except as otherwise specified

4. Paved and unpaved roadway restoration or replacement including but not limited to all disturbed areas within rights-of-way and adjacent traffic signal system components within the limits of Work except as otherwise specified

5. Dewatering and disposal of surplus water, prevention of sediment and erosion pollution and prevention of flooding

6. Temporary removal and replacement of fences and walls

7. Structural fill, backfill and grading

8. Replacement of unpaved roadways, grass and shrubbery plots

9. Cleanup

10. Foundation and borrow materials, except as hereinafter specified

11. Testing and placing system in operation

12. Any material and equipment required to be installed and utilized for tests

13. Concrete encasement

14. Pipe, structures, pavement replacement, restoration and/or appurtenances included within the limits of work, unless otherwise shown

15. Maintaining the existing quality of service during construction

16. Maintaining or detouring of vehicular and pedestrian traffic

17. Shoring, sheeting and worksite safety

18. Appurtenant work as required for a complete and operable system

B. Cleanup: CONTRACTOR’s attention is called to the fact the cleanup is considered a part of the construction work. Final payment will not be made until cleanup is essentially complete.

MEASUREMENT AND PAYMENT 01025-3

C. Work Outside Authorized Limits: No payment will be made for work constructed outside the authorized limits of work.

1.07 APPLICATIONS FOR PAYMENT

A. Applications for payment shall be prepared by the CONTRACTOR and submitted to the CITY in accordance with the schedule established by the Conditions of the

Contract Documents.

B. Applications for payment shall be submitted in the number and format established by the CITY at the Pre-Construction Conference. The form shall be completely filled out and executed by an authorized representative of the CONTRACTOR.

Supporting data such as schedules of stored materials shall be attached to each copy of the application.

1.08 CHANGE ORDER PROCEDURE

A. As defined in the General Conditions, a Change Order is a written order to the

CONTRACTOR signed by the CITY authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time, which is issued after the execution of the Contract. The following procedure shall be used in processing Change Orders:

1. For Additions to the Work: The CITY shall issue a written order to the

CONTRACTOR directing him to accomplish the additional work. The

CONTRACTOR shall review the order and, if he feels the additional work entitles him to additional payment or additional time, he may submit a Change

Order.

2. For Deletions from the Work: The CITY shall issue a written order to the

CONTRACTOR directing him to make the change. If the CITY feels the

Contract price should be reduced as a result of the change, the CITY shall make a claim for the reduction.

3. Cost of the changes in the work shall be determined in accordance with the requirements of the Contract Documents.

PART 2 - PRODUCTS (NOT USED)

3.01 BID ITEMS

Bid Item No. 1 – Mobilization/Demobilization (not to exceed 5% of total bid)

MEASUREMENT AND PAYMENT 01025-4

Definition. Mobilization shall be the preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and for the establishment of temporary offices, storage buildings, safety equipment and first aid supplies, sanitary and other facilities, as required by the Contract Documents and applicable laws and regulations. The costs of bonds, required insurance, permits and any other preconstruction expenses necessary for the start of the work, excluding the cost of construction materials, shall also be included in this item.

Demobilization shall be the work of removing temporary facilities from the site.

Mobilization/Demobilization shall be limited to a maximum of five percent (5%) of the Bid Price.

Payment. Partial payments for this item will be made in accordance with the following schedule:

Percent of Original

Contract

Amount Earned

Allowable Percent of the

Lump Sum Price for the

Item

After Contract Execution 25

10 50

25 75

50 100

These payments will be subject to the standard retainage provided in the Agreement. Payment of the retainage will be made after completion of the work and demobilization.

Bid Item No. 2 – Survey/Layout, As-Builts/Certified Record Drawings

Payment. Payment of the applicable lump sum (LS) price shall be full compensation for furnishing all plant, labor, materials and equipment necessary to submit the “As-Built” Drawings, certified by a registered land surveyor or professional engineer. The Contractor’s attention is directed to

Section 01720, Paragraph 1.02, which addresses the requirements and for maintaining up-to-date

“As-Built” Drawings. Final payment will be withheld until an acceptable set of “As-Built”

Drawings are delivered to the City.

Bid Item No. 3 – Dewatering

Payment. Payment of the applicable lump sum (LS) price shall be full compensation for furnishing all equipment required or needed for the Contractor to dewater prior to any construction activities beginning on site. The Dewatering process must be approved by the City of Daytona Beach prior to dewatering activities commencing. Contractor to provide a SWPPP

(Stormwater Pollution Prevention Plan) at pre-construction meeting. The equipment needed for the Dewatering must be suitable for the area of the proposed watermain work due to the projects proximity to the busy intersection of International Speedway Boulevard and Tomoka Farms

Road.

Bid Item No. 4 – Maintenance of Traffic

MEASUREMENT AND PAYMENT 01025-5

Payment. Payment of the applicable lump sum (LS) price shall be full compensation for furnishing all equipment required or needed for the Contractor to set-up and maintain the

Maintenance of Traffic throughout the entire construction process for this project. The

Maintenance of Traffic plan will need to be reviewed and approved by the City of Daytona

Beach Public Works Department prior to any Construction activities beginning on site.

Bid Item No. 5 – Staking Silt Fence Type III

Payment. Payment shall be made at the applicable unit price per Linear Foot (LF) for the actual quantity of Silt Fence Type III installed per the bid plans submitted by the City of Daytona

Beach. Such price and payment shall be full compensation for furnishing all plant, labor, materials, equipment and incidentals and constructing the applicable item including cleanup.

Bid Item No. 6 – Floating Turbidity Barrier

Payment. Payment shall be made at the applicable unit price per Linear Foot (LF) for the actual quantity of Floating Turbidity Barrier installed per the bid plans submitted by the City of

Daytona Beach. Such price and payment shall be full compensation for furnishing all plant, labor, materials, equipment and incidentals and constructing the applicable item including cleanup.

Bid Item No. 7 – Removal of Existing 12-inch Ductile Iron Pipe Water Main

Payment. Payment shall be made at the applicable unit price Linear Foot (LF) for the furnishing all labor, materials and equipment necessary to provide the removal of the existing 12-inch water main as shown on the City of Daytona Beach Bid Set of plans. The removal of the water main system shall be removed per City of Daytona Beach standards.

Bid Item No. 8 – 12-inch Ductile Iron Pipe (Class 350 Restrained) and installing of the 12-inch DIP water main as shown on the City of Daytona Beach Bid Set of plans. The payment shall be full compensation for furnishing all plant, labor, materials and equipment necessary to install the 12-inch DIP water main per the City of Daytona Beach

Standards and specifications.

Bid Item No. 9 – 12-inch C-900-DR18 PVC Pipe (Class 325 Restrained) and installing of the 12-inch PVC water main as shown on the City of Daytona Beach Bid Set of plans. The payment shall be full compensation for furnishing all plant, labor, materials and equipment necessary to install the 12-inch DIP water main per the City of Daytona Beach

Standards and specifications.

Bid Item No. 10 – 12-inch 45-degree bends

MEASUREMENT AND PAYMENT 01025-6

Payment. Payment will be made as a unit price for the installation of each (EA) 12-inch 45-degree bends as shown on the City of Daytona Beach Bid Set of plans. Payment will be full compensation for all materials, labor, equipment, and work necessary to provide the appropriately sized 45-degree bends in accordance with the contract plans and specifications.

Bid Item No. 11 – 12-inch 22.5-degree bends

Payment. Payment will be made as a unit price for the installation of each (EA) 12-inch 22.5-degree bends as shown on the City of Daytona Beach Bid Set of plans. Payment will be full compensation for all materials, labor, equipment, and work necessary to provide the appropriately sized 22.5-degree bends in accordance with the contract plans and specifications.

Bid Item No. 12 – 12-inch Ductile Iron Pipe (Insertion Valve & Valve Box)

Payment. Payment will be made as a unit price for the installation of each (EA) 12-inch Insertion

Valve (or approved equivalent) and Valve Box as shown on the City of Daytona Beach Bid Set of plans. Payment will be full compensation for all materials, labor, equipment, and work necessary to provide the appropriately sized Insertion Valve and Valve Box in accordance with the contract plans and specifications.

Bid Item No. 13 – 12-inch MJ x FL Valve & Valve Box

Payment. Payment will be made as a unit price for the installation of each (EA) 12-inch MJ x FL

Valve and Valve Box as shown on the City of Daytona Beach Bid Set of plans. Payment will be full compensation for all materials, labor, equipment, and work necessary to provide the appropriately sized MJ x FL Valve and Valve Box in accordance with the contract plans and specifications.

Bid Item No. 14 – 12-inch x 12-inch (Tap and Sleeve Mechanical & Valve Box)

Payment. Payment will be made as a unit price for the installation of each (EA) 12-inch x 12-inch

(Tap and Sleeve Mechanical & Valve Box) as shown on the City of Daytona Beach Bid Set of plans. Payment will be full compensation for all materials, labor, equipment, and work necessary to provide the appropriately sized Tap and Sleeve Mechanical & Valve Box in accordance with the contract plans and specifications.

Bid Item No. 15 – 12-inch Ductile Iron Pipe Restrained Cap

Payment. Payment will be made as a unit price for the installation of each (EA) 12-inch Ductile

Iron Pipe Restrained Cap as shown on the City of Daytona Beach Bid Set of plans. Payment will be full compensation for all materials, labor, equipment, and work necessary to provide the appropriately sized Ductile Iron Pipe Restrained Cap in accordance with the contract plans and specifications.

MEASUREMENT AND PAYMENT 01025-7

Bid Item No. 16 – Sodding (Argentinian Bahia)

Payment. Payment will be made as a unit price for the installation of lump sum (LS) of Sodding as shown on the City of Daytona Beach Bid Set of plans. Payment will be full compensation for all materials, labor, equipment, and work necessary to provide the appropriately amount of

Sodding in accordance with the contract plans and specifications.

SCHEDULE OF VALUES & PAYMENT APPLICATIONS 01026-1

SECTION 01026

SCHEDULE OF VALUES & PAYMENT APPLICATIONS

A. Scope of Work: Submit Application for Payment to the CITY in accordance with schedule established by Contract Documents.

B. Related Requirements Described Elsewhere:

1. Contract Documents

2. Application for Payment Form

3. Schedule of Values

4. Contract Closeout

5. Project Record Documents

1.02 FORMAT AND DATA REQUIRED

A. Submit applications typed on form provided by the CITY, “Project Payment

Authorization Form”, with itemized data typed on 8-1/2 inch x 11 inch or 8-1/2 inch x 14 inch white paper continuation sheets. This sheet will be used as a cover sheet for all payment applications.

B. Provide itemized data on Continuation Sheets, submittals schedule and monthly progress schedule.

C. Where Work is separated into phases requiring separate payment, provide sub-schedules showing values correlated with each project phase.

1.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT

A. Application Form:

1. Fill in required information, including that for Change Orders executed prior to date of submittal of application.

2. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets.

3. Execute certification with signature of a responsible officer of Contract firm.

B. Continuation Sheets:

SCHEDULE OF VALUES & PAYMENT APPLICATIONS 01026-2

1. Fill in total list of all scheduled component items of work, with item number and scheduled dollar value for each item.

2. Fill in dollar value in each column for each scheduled line item when work has been performed or products stored. Round off values to nearest $0.01, or as specified for Schedule of Values.

3. List each Change Order executed prior to date of submission, at the end of the

Continuation Sheets. List by Change Order Number and description, as for an original component item of work.

4. To receive approval for payment on component material stored on site, submit copies of the original invoices with the Application for Payment.

1.04 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

A. When the CITY requires substantiating data, CONTRACTOR shall submit suitable information, with a cover letter identifying:

1. Project

2. Application number and date

3. Detailed list of enclosures

4. For stored products:

a. Item number and identification as shown on application

b. Description of specific material

B. Submit one (1) copy of data and cover letter for each copy of application.

C. Submit requisite number of photographs with each application.

D. List the name and address of all Subcontractors and Suppliers who have performed work or provided supplies or material for each application.

E. Submit certified payroll sheets for CONTRACTOR’s forces and all Subcontractors for the month preceding the submitted application as required.

F. Submit revised monthly progress schedules with each month’s Application for

Payment, including cash flow projections.

G. The CONTRACTOR shall maintain an updated set of drawings to be used as record drawings in accordance with the Contract Documents. AS A PREREQUISITE FOR

SCHEDULE OF VALUES & PAYMENT APPLICATIONS 01026-3

PAYMENT OF MONTHLY PROGRESS PAYMENTS, THE CONTRACTOR IS

TO EXHIBIT THE UPDATED RECORD DRAWINGS FOR REVIEW BY THE

1.05 PREPARATION OF APPLICATION FOR FINAL PAYMENT

A. Fill in Application Form as specified for progress payments.

1.06 SUBMITTAL PROCEDURE

A. Submit Applications for Payment to the CITY on average once per 30 day period.

Review the percents complete with the CITY to resolve any conflicts or discrepancies.

1. Prior to submittal to the CITY, pay application quantities shall be reviewed and approved by City Inspectors.

B. Submit Applications for Payment in electronic format (PDF).

C. When the CITY finds Application properly completed and correct, the CITY will process for payment.

COORDINATION 01040-1

SECTION 01040

COORDINATION

1.01 PROJECT COORDINATION

A. The CONTRACTOR will provide for the complete coordination of the construction efforts. This will include, but not necessarily be limited to, coordination of the following:

1. The work of subcontractors.

2. The flow of material and equipment from suppliers.

3. The effort of equipment manufacturers during test and checkout.

4. Interrelated work with public utilities companies.

5. The interrelated work with the CITY where tie-ins to existing facilities are required.

6. The effort of independent testing agencies.

7. Maintain operation of the existing facilities during tie-ins to piping/equipment.

1.02 DEWATERING AND INSPECTION SURVEY/PLAN

A. Prior to starting fieldwork and within seven calendar days after the Notice to

Proceed date, the CONTRACTOR’S Project Coordinator will provide the City’s

Project Manager with the Dewatering and Inspection/Survey Plan. The Plan will include, but not be limited to, the sequence of dewatering, entry/exit ports to be used for pipe marking and field evaluation, the direction that the pipeline will be inspected/surveyed, the locations where ventilation will be introduced, and dates and times in which field work will be performed. This Plan will also include the names of the inspection/surveying crew and the company that they work for, the projected start and finish dates, times and progression of each inspection/survey, the number of persons involved in each inspection/survey, and the entry/exit ports that will be used by each inspection/survey crew. The CONTRACTOR will coordinate his field activities with the City’s Project Manager to ensure efficient and coordinated progress.

2.01 REFERENCE

A. Section 02240: Dewatering (During Construction)

CUTTING AND PATCHING 01045-1

SECTION 01045

CUTTING AND PATCHING

1.01 DESCRIPTION OF WORK

A. This Section establishes general requirements pertaining to cutting (including excavating), fitting and patching of the Work required to:

1. Uncover Work to provide for installation

2. Remove and replace Work not conforming to requirements of the Contract

Documents

3. Rework existing items to provide for new construction

1.02 QUALITY ASSURANCE

A. Perform all cutting and patching in strict accordance with pertinent requirements of these Specifications and, in the event no such requirements are determined, in conformance with the ENGINEER's written direction.

B. Codes and standards for work of this Section will be the same as for the pertinent sections of this Specification.

A. Request for ENGINEER's Consent

1. Prior to cutting any item which affects structural safety, submit written request to the ENGINEER for permission to proceed with cutting.

2. Should conditions of the Work, or schedule, indicate a required change of materials or methods for cutting and patching, so notify the ENGINEER and secure his written permission prior to proceeding.

B. Notice to the ENGINEER.

1. Submit written notice to the ENGINEER designating time the Work will be uncovered to provide for the Engineer's observation.

PART 2 – PRODUCTS

2.01 MATERIALS

CUTTING AND PATCHING 01045-2

A. Materials used in the replacement of existing work and the construction of work in conjunction with cutting and patching will be new unless prior approval from the

ENGINEER has been obtained to re-use existing materials.

2.02 FABRICATION

A. The materials and methods used in the fabrication of items required under this

Section will comply with the individual sections of this Specification that have to do with new construction.

2.03 PAINTING

A. Painting provided under this Section will comply with Sections 09900.

3.01 CONDITIONS

A. Examination

1. Examine existing conditions, including elements subject to movement or damage during cutting, excavating, backfilling, and patching.

2. After uncovering the Work, inspect conditions affecting installation of the new Work.

B. Discrepancies

1. If uncovered conditions are not as anticipated, immediately notify the

ENGINEER and secure needed directions.

2. Do not proceed in areas of discrepancy until all such discrepancies have been fully resolved.

3.02 PREPARATION PRIOR TO CUTTING

A. Provide all required protection including, but not necessarily limited to, shoring, bracing, and support to maintain structural integrity of the Work.

3.03 PERFORMANCE

A. Perform all required excavating and backfilling as required under pertinent Sections of these Specifications. Perform cutting and demolition by methods which will prevent damage to other portions of the Work and will provide proper surfaces to receive installation or repair and new work. Perform fitting and adjustment of products to provide finished installation complying with the specified tolerances and finishes.

FIELD ENGINEERING 01050-1

SECTION 01050

FIELD ENGINEERING

1.01 SECTION INCLUDES

A. Provide field engineering service for project as indicated on Drawings and specified in this Section.

1.02 QUALIFICATIONS OF SURVEYOR OR ENGINEER

A. Florida Registered Engineer or Land Surveyor.

1.03 SURVEY REFERENCE POINTS

A. All elevations are referred to NGVD 1988. Establish all vertical and horizontal controls required for construction.

B. Locate and protect control points prior to starting site work, and preserve permanent reference points during construction.

1. Make no changes or relocations of such points without prior written notice to

ENGINEER.

2. Report to ENGINEER when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations.

3. Require surveyor to replace control points which may be lost or destroyed.

Establish replacements based on original survey control.

1.04 PROJECT SURVEY REQUIREMENTS

A. Establish a minimum of two (2) permanent bench marks on the project site, all referenced to data established by survey control points. Record locations, with horizontal and vertical data, on Project Record Documents.

B. Establish lines and levels, locate and lay out, by instrument and similar appropriate means.

1. Site improvements

2. Building foundation, column locations, floor levels and roof levels

3. Controlling lines and levels required for mechanical and electrical trades

C. Verify layouts by same methods from time to time

1.05 RECORDS

FIELD ENGINEERING 01050-2

A. Maintain a complete, accurate log of control and survey work as it progresses.

B. On completion of foundations and major site improvements, prepare a certified survey showing finished dimensions, locations, angles and elevations of construction.

1.06 SUBMITTALS

A. Submit name and address of surveyor or professional engineer to ENGINEER.

B. On request of ENGINEER, submit documentation to verify accuracy of field survey work.

C. Submit certificate signed and sealed by a State of Florida Registered Engineer or

Land Surveyor certifying that elevations and locations of improvements are in conformance with Contract Documents. Refer to Section 01720 – As Built Record

Documents.

SCHEDULE OF VALUES & PAYMENT APPLICATIONS 01200-1

SECTION 01200

PROJECT MEETINGS AND VIDEO

A. Scope of Work: The CONTRACTOR is responsible for conducting project meetings and videoing the project area to document pre-construction conditions.

1.02 PRE-CONSTRUCTION CONFERENCE

A. A pre-construction conference will be held prior to beginning any work under the

Contract. The ENGINEER will schedule the conference in consultation with the

CITY and the CONTRACTOR.

B. The CONTRACTOR shall submit an anticipated progress schedule, a preliminary schedule of shop drawing submittals and a preliminary schedule of values at the pre-construction conference.

C. Attendees shall include representatives of the CITY, ENGINEER, CONTRACTOR, CONTRACTOR’s sub-contractors as deemed appropriate by the CONTRACTOR and utility companies affected by the Work.

1.03 PROGRESS MEETINGS

A. Regular progress meetings shall be held during the construction period at which the

CONTRACTOR shall submit updated progress schedules, discuss significant events that have or will affect progress, discuss work completed since the last progress meeting and discuss work scheduled for the upcoming work period.

1.04 INSTALLATION/DEMOLITION/SPECIAL EVENT CONFERENCES

A. The CONTRACTOR shall schedule a project conference with a minimum of 5 working days advanced notice of the installation/demolition of a major unit of work or special event requiring coordination. The CONTRACTOR shall invite the CITY, ENGINEER, installers and representatives of manufacturers and fabricators and utility owners and facility owners affected by the work.

B. The project conference shall include a description of the preparation for the particular work, including requirements of the Contract Documents, shop drawings, product data, quality control, deliveries, possible conflicts, schedules, temporary facilities, governing regulations, safety, inspection and testing requirements, required performance results, recording requirements and protection.

SCHEDULE OF VALUES & PAYMENT APPLICATIONS 01200-2

C. CONTRACTOR shall record the significant topics of discussion and final action items. CONTRACTOR shall distribute meeting notes prior to the start of the work under discussion.

1.05 PROJECT VIDEO AND PHOTOGRAPHY

A. Prior to commencing the Work, the CONTRACTOR shall have a continuous color audio-video digital recording taken (1) along the entire length of the Project or (2) within the confines of a treatment plant to serve as a record of pre-construction conditions.

1.06 APPROVAL

A. No construction shall begin prior to review and approval of the audio-video DVD recording covering the Project by the CITY. The CITY shall have the authority to reject all or any portion of the audio-video DVD recordings not conforming to specifications and order that it be redone at no additional charge.

B. The CONTRACTOR shall reschedule unacceptable coverage within five (5) days after being notified. The CITY shall designate those areas, if any, to be omitted from or added to the audio-video coverage.

C. The DVD recordings shall not be made more than thirty (30) days prior to construction in any area. All DVD’s and written records shall become property of the CITY.

1.07 PROFESSIONAL VIDEOGRAPHERS

A. The CONTRACTOR shall engage the services of a professional videographer. The color audio-video recording shall be prepared by a responsible commercial firm known to be skilled and regularly engaged in the business of pre-construction color audio-video documentation.

B. Upon request, the videographer shall furnish to the CITY a list of all equipment to be used for the audio-video recording, i.e., manufacturer's name, model number, specifications and other pertinent information.

C. Upon request, the videographer shall furnish the CITY with additional information including the names and addresses of two references that the videographer has performed color audio-video recordings for projects of a similar nature within the last twelve (12) months.

2.01 DVD’s: Audio-video DVD’s shall be new. The DVD used for the recordings shall be

SCHEDULE OF VALUES & PAYMENT APPLICATIONS 01200-3

professional quality 12 cm color DVD media that conforms to either DVD-R or DVD+R recording standards using high quality DVD video and audio bitrates. Reprocessed disks will not be acceptable. The recorded DVD’s shall be compatible for playback with any standard

DVD-R or DVD+R player.

3.01 EQUIPMENT

A. All equipment, accessories, materials and labor to perform this service shall be furnished by the CONTRACTOR or professional videographer.

B. The total audio-video recording system and the procedures employed in its use shall be such as to produce a finished product that will fulfill the technical requirements of the Project as well as those more subjective requirements of high quality audio and video production. The video portion of the recording shall reproduce bright, sharp, clear pictures with accurate colors and shall be free from distortion, or any other form of picture imperfection. The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume, clarity and be free from distortion.

C. When conventional wheeled vehicles are used, the distance from the camera lens to the ground shall not be more than ten feet. In some instances, audio-video recording coverage may be required in areas not accessible by conventional wheeled vehicles.

Such coverage shall be obtained by walking or special conveyance approved by the

D. The color video camera used in the recording system shall record the color signal with a minimum horizontal resolution of 1080 lines, a luminance signal to noise ratio of 45 dB and a minimum illumination requirement of 25-foot candles.

3.02 RECORDED INFORMATION - AUDIO

A. Each DVD shall begin with the current date, project name and be followed by the general location, i.e., viewing side and direction of progress. The audio tract shall consist of an original live recording. The recording shall contain the narrative commentary of the videographer, recorded simultaneously with its fixed elevation video record of the zone of influence of construction.

B. The CITY reserves the right to supplement the audio portion of the recording as deemed necessary. A representative of the CITY shall be selected to provide such narrative.

3.03 RECORDED INFORMATION - VIDEO

SCHEDULE OF VALUES & PAYMENT APPLICATIONS 01200-4

A. All video recordings shall, by electronic means, display on the screen the time of day, the month, day and year of the recording. This time and date information must be continuously and simultaneously generated with the actual recording.

B. All DVD’s and their storage cases shall be identified by DVD index number, project title and general project location. Each DVD shall have a log of that recording's contents displayed on the storage case of each DVD. The log shall describe the various segments of coverage contained on that DVD in terms of the names of streets or easements, coverage beginning and end, directions of coverage, video unit counter numbers, engineering stationing numbers and the date.

3.04 LIGHTING

A. All recordings shall be done during times of good visibility. No recording shall be done during precipitation, mist or fog. The recording shall only be done when sufficient sunlight is present to properly illuminate the subjects of recording and to produce bright, sharp video recordings of those subjects.

3.05 SPEED OF TRAVEL

A. The rate of speed in the general direction of travel of the vehicle used during taping shall not exceed 5 mph. Panning, zoom-in and zoom-out rates shall be sufficiently controlled to maintain a clear view of the object.

3.06 AREA OF COVERAGE

A. Recordings shall include all surface features located within the zone of influence of construction supported by appropriate video coverage. Such coverage shall include, but not be limited to, existing driveways, sidewalks, curbs, pavements, ditches, mailboxes, landscaping, culverts, buildings, vaults, concrete pads, fences, signs, and headwalls within the area covered.

B. The CONTRACTOR can, at his expense, elect to video underground utility infrastructure to record pre-construction conditions.

C. For some projects, such as parking lots, building structures, water facilities, wastewater facilities, etc. a combination of photographs and video will be required.

General Submittals 01300-1

SECTION 01300

GENERAL SUBMITTALS

A. This Section covers the general requirements for various types of submittals including but not necessarily limited to product and process data, samples and miscellaneous work.

1.02 SUBMITTALS

A. Submittals shall be clear, legible and printed or typed. Submittals not meeting these requirements will be returned for resubmittal.

B. Samples include both fabricated and non-fabricated physical examples of materials, products and work as complete units or as smaller portions of units of work submitted for limited visual inspection or for more detailed testing and analysis as indicated on the submittal.

C. Non-administrative miscellaneous submittals include warranties, guarantees, maintenance agreements, workmanship bonds, project photographs/videos, survey data and reports, physical work records, statements of applicability, quality testing and certifying reports, copies of industry standards, record drawings, operation and maintenance materials, overrun stock, security/ protection/safety keys and similar information, devices and materials applicable to the work and not defined as shop drawings, product data or samples.

D. All submittals shall be submitted electronically.

1.03 GENERAL SUBMITTAL REQUIREMENTS

A. Coordinate the preparation and processing of submittals with the performance of the work so that work will not be delayed by submittals. Coordinate and sequence different categories of submittals for the same work and for interfacing units of work so that one will not be delayed by the other. No extension of time will be allowed because of failure to properly coordinate and sequence submittals. Do not proceed with the purchase, fabrication or delivery of work related to a submittal until the submittal procedure has been successfully completed.

B. Provide permanent marking on each submittal to identify it by project, date, CONTRACTOR, subcontractor, submittal name and similar information to distinguish it from other submittals. Show the CONTRACTOR’s approval marking and provide space for review marking by the ENGINEER and the CITY. Submittals

General Submittals 01300-2 set to the ENGINEER directly from sources other than through the

CONTRACTOR’s office will be returned without review. Reviewed submittals will have CITY and ENGINEER stamps and signatures.

Shop Drawing Procedures 01340-1

SECTION 01340

SHOP DRAWING PROCEDURES

A. This Section covers the shop drawing submittal procedures. The CONTRACTOR shall conform to the general requirements of Section 01300 and this section.

2.01 Shop drawings include custom-prepared data of all forms including drawings, diagrams, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information.

2.02 Shop drawings shall be submitted in electronic (PDF) format. Files shall be editable (not locked or protected) to allow for notes, stamps, signatures, etc. to be added electronically.

3.01 The CONTRACTOR shall review, stamp, sign and electronically submit shop drawings to the ENGINEER. The CONTRACTOR will copy the CITY on shop drawing correspondence. The CONTRACTOR shall review shop drawings from suppliers and subcontractors for conformance with contract requirements and to ensure all required information is included before transmittal to the ENGINEER.

3.02 CONTRACTOR shall include a letter of transmittal with each shop drawing. The letter of transmittal shall include the following information:

A. CONTRACTOR name and contact information

B. Project name

C. Contract number

D. Project number

E. Shop drawing number

F. Type of shop drawing (i.e., water, sanitary, storm water precast)

G. Description of any deviations from the requirements of the Contract documents

3.03 The ENGINEER will review, stamp, sign and electronically submit shop drawings to the

3.04 All shop drawings shall be stamped and signed by the CONTRACTOR and the

ENGINEER with evidence of review prior to submittal to the CITY. Shop drawings not meeting this requirement will be returned without CITY review with a request for

Shop Drawing Procedures 01340-2 resubmittal.

3.05 A numerical filing system shall be used for shop drawings. The first shop drawing shall be “1” with following shop drawings numbered consecutively. Shop drawing resubmittals shall be identified by the original submittal number followed by the letter A (i.e., 1-A) for the first resubmittal, “B” for the second resubmittal and so on.

3.06 ENGINEER shall review shop drawings for general conformance with Contract documents. Markings or comments do not relieve the CONTRACTOR from compliance with the Contract documents. The CONTRACTOR remains responsible for shop drawing details and accuracy, confirming and correlating all quantities and dimensions, selecting fabrication processes, techniques of assembly and performing work in a safe manner.

3.07 CITY reviewed shop drawings shall be stamped, signed and electronically distributed to the CONTRACTOR and the ENGINEER.

3.08 A CITY reviewed shop drawing will be stamped “DB City Reviewed” or “DB City

Reviewed as Noted.” Upon receipt of a shop drawing stamped as such, the

CONTRACTOR may order, ship or fabricate the materials provided it is in accordance with any comments noted.

3.09 If a reviewed shop drawing requires extensive corrections or corrections affecting other drawings or work, the CITY may require the CONTRACTOR to revise and resubmit drawings for record purposes.

3.10 If a shop drawing is unacceptable, it will be returned to the CONTRACTOR and the

ENGINEER stamped “Revise and Resubmit” or “Rejected.” Upon return of a shop drawing marked “Revise and Resubmit,” the CONTRACTOR shall make the corrections indicated and repeat the initial approval procedure. Upon return of a shop drawing marked

“Rejec…