TABLE OF CONTENTS Page 1 Main Street Pier Repair 2026 12/14/2021

Technical Provisions - Main St. Pier Repairs 2026

DIVISION 01 - GENERAL REQUIREMENTS

01010 01014

Summary of Work Maintenance of Operations

01025 Measurement and Payment 01050 Field Engineering

01310 01340 01400 01500

01541 01600 01611

Construction Schedule Shop Drawings Quality Control Temporary Facilities Protection of the Work and Property Materials and Equipment Storage of Materials

Appendix I

Supplemental Special Provisions

END OF SECTION

01010- 1

SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.1 PROJECT WORK SCOPE:

The Project Work includes but not limited to construction of renovations on the Main Street Pier in Daytona Beach. Scope of Work includes demolition of old concrete structure and decking and install new structural components and decking as well as removing and replacing the old handrail system as well as plumbing and electrical modifications. Project includes furnishing all labor, materials, equipment, supervision and permitting necessary to complete the work shown in the contract documents.

2. CONTRACTOR SHALL PROVIDE AND PAY FOR:

Labor, materials, equipment and supervision.

Tools, construction equipment and machinery.

Water, heat and utilities required for construction.

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

3. CONTRACTOR SHALL SECURE AND PAY FOR:

Government Permit Fees Licenses

4. CONTRACTOR SHALL COMPLY WITH:

Codes, ordinances, rules, regulations, orders and other legal requirements of public authorities which bear on performance of work.

All conditions of Issued FDEP Costal Construction Control Line Permit All conditions of the Army Corp of Engineers Permit

5. MAINTAINING OPERATIONS:

Operations shall be maintained to all pier operations unless written approval to close part of pier is received from the City’s Engineer . Construction Inspection personal shall not be authorized to grant this permission. Written request from contractor shall be given to City’s Project Manager 14 days in advance of the requested date.

PART 2 - PRODUCTS

(Not Applicable)

PART 3 - EXECUTION

01010- 2

The CONTRACTOR shall be responsible for reviewing the site conditions, reviewing the bid documents, verifying the quantities and bid schedule and costs necessary to complete the work prior to submitting a bid.

Maintenance of Operations-01014

01014-1

SECTION 01014-MAINTENANCE OF OPERATIONS

1.1 GENERAL

A. The intent of these specifications is to have the CONTRACTOR schedule and perform the Work in a manner such that the OWNER can keep existing facilities in continuous dependable operation. It is required as a part of this Contract that the CONTRACTOR adhere to the constraints listed in this Section.

B. The CONTRACTOR will:

1. Keep existing facilities in operation unless otherwise specifically permitted in these specifications or approved by the OWNER in writing.

2. Coordinate any system shutdowns with the OWNER and limit the shutdown periods to acceptable times.

1.2 GENERAL CONSTRAINTS

A. Any temporary work, facilities, roads, walks, protection of existing structures, piping, blind flanges, valves, equipment, etc. that may be required within the CONTRACTOR'S work limits to maintain continuous and dependable operation of existing systems shall be furnished by the CONTRACTOR at no extra cost to the OWNER.

B. The CONTRACTOR shall schedule the Work in such a manner so that all existing systems are maintained in continuous operation. All short-term system or partial system shutdowns shall be approved in writing by the OWNER. If, in the opinion of the ENGINEER or OWNER, a shutdown is not required in order for the CONTRACTOR to perform the Work, the CONTRACTOR shall utilize alternative methods to accomplish the Work. All shutdowns shall be coordinated with and scheduled at times suitable to the OWNER. OWNER shall be provided a minimum of one-week notice of CONTRACTOR'S need for any system shutdown.

C. Required shutdowns shall not begin until all materials are on-hand, pre-assembled as possible and ready for installation. At a time approved by the OWNER, the shutdown period will commence and the CONTRACTOR shall proceed with the 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 before the specified shutdown period has ended the OWNER may immediately place the system back in service.

D. The OWNER shall have the authority to order Work stopped or prohibited which would, in his opinion, unreasonably result in stopping or inhibiting the necessary functions of existing utilities.

E. The OWNER reserves the right to cancel scheduled shutdowns if conditions warrant. Delays to the CONTRACTOR caused by cancellations will be considered in evaluating requests for time

Maintenance of Operations-01014

01014-2 extension.

G. All facilities shall be tested and in operating condition before final tie-ins are made.

1.4 SUBMITTALS

A. Submit detailed critical path method schedule for this project, electronically transmitted.

B. Submit detailed shop drawings with all calculations, electronically transmitted.

C. Submit as built drawings, electronically transmitted.

D. Submit detailed Manufacturer’s Data information, electronically transmitted.

E. Submit all Progress Schedules and Reports, electronically transmitted.

F. Submit Material and Equipment cut sheets, electronically transmitted.

G. Submit Certificate of Compliance, electronically transmitted.

1.5 WORK SEQUENCE

A. The CONTRACTOR shall submit a proposed work sequence two weeks prior to the pre-construction meeting. See section 01310, Construction Schedules for detail of the schedule.

01025 Main St. Pier Repair

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 Scope of Work

A. The following explanation of the Measurement and Payment of the bid form items is made for information and guidance. The omission of reference to any item in this description shall not, however, alter the intent of the bid form or relieve the Contractor of the necessity of furnishing such as a part of the contract.

B. The quantities set forth in the Bid Form are approximate and are given to establish a uniform basis for the comparison of bids. The Owner reserves the right to increase or decrease the quantities of any class or portion of the work during the progress of construction in accordance with the terms of the Contract.

1.02 Engineer’s Estimate of Quantities

A. The Engineer’s estimated quantities for unit bid prices, as listed in the Bid Form, are approximate only and are included solely for the purpose of comparison of bids. The Owner does not expressly or by implication agree that the nature of the materials encountered below the surface of the ground or the actual quantities of material encountered or required will correspond therewith and reserves the right to increase or decrease any quantity or to eliminate any quantity as Owner may deem necessary.

Contractor will not be entitled to any adjustment in a unit bid price as a result of any change in an estimated quantity and agrees to accept the aforesaid unit bid prices as complete and total compensation for any additions or deductions caused by a variation in quantities as a result of more accurate measurement, or by any changes or alterations in the Work ordered by the Owner, and for use in the computation of the value of the work performed for progress payments.

1.03 DESCRIPTION

A. The items listed in Part 2 refer to and are the same pay items listed in the Bid Proposal. They constitute all of the pay items for the completion of the Work. No separate payment will be made for additional work items necessary to complete the work; including, but not limited to:

• Labor, materials and equipment required for tests.

• Maintaining the existing quality of service during construction.

• Appurtenant work required for the complete and operable system/facility intended by the City.

• Field offices.

• Layout surveys.

• Job signs.

• Sanitary and potable water supplies.

• Power.

• Removal of waste.

• Watchmen.

• Bonds and Insurance.

• All other requirements of the General Conditions, Supplementary

Conditions, and the General Requirements.

B. Compensation for all such services, things and materials shall be included in the prices stipulated for the lump sum and unit pay items listed herein.

PART 2 PAY ITEMS

2.01 BASE BID

Bid Item #1 - Mobilization/Demobilization

A. Measurement and Payment

1. Payment for mobilization/demobilization will be made on a lump sum basis prorated throughout the duration of the project. Twenty five percent (25%) of the lump sum amount will be paid for Contractor mobilization in the first payment request and ten percent (10%) of the lump sum amount will be paid for Contractor demobilization in the final payment request. The remainder of the lump sum amount will be paid in equal increments over the scheduled duration of the project. Such payment shall be full compensation for selling and delivering to the Owner all necessary materials, equipment, supplies including installation of all materials, equipment, supplies, all other labor, excavating, filling, permit fees, taxes, mobilization, demobilization, performance and payment bond premiums, insurance, general and administration and other miscellaneous costs, overhead and profit for the project complete except for those costs specifically included in other bid items listed in the Schedule of Bid Items.

Bid Item #2 – City Permit(s)

1. Measurement and payment for the cost of the City permits will be made on a Lump Sum basis. Contractor to apply for the necessary permits at the Permits & Licensing Department in City Hall.

Bid Item #3 - Environmental Compliance

A.

1. Measurement and payment for Environmental Compliance will be made on lump sum basis. Such payments shall be full compensation for including but not limited to the necessary manpower, equipment and materials needed to maintain regulatory compliance during all phases of construction. The Contactor shall comply with all federal, state and local water quality standards throughout the duration of the project.

A copy of the Florida Department of Environmental Protection (FDEP) permit and US Army Corp of Engineers (USACE) permit are included in the project documents for the contractor to keep on site at all times.

Bid Item #4 – Pedestrian Control/MOT

1. Measurement and payment for Pedestrian Control/MOT will be made on a lump sum basis. Such payments shall be full compensation for including but not limited to the necessary manpower, equipment, materials barriers and fencing and labor necessary to furnish and install Pedestrian Maintenance of Traffic, as shown on contract documents, to keep Pedestrian traffic and deliveries to and from the Pier entrance to Joes Crab Shack and the fishing pier.

Bid Item #5 – Demolition

1. Measurement and payment for Demolition will be made on a lump sum basis.

Such payments shall be full compensation for including but not limited to the necessary manpower, equipment, materials, disposal fees and labor necessary to demolish and dispose of all concrete structures, wooden structures, wooden railings, electrical and plumbing components as shown on the contract documents. All removal and disposal of demolition debris shall be in a legal and lawful manner.

Bid Item #6 – Furnish and Install ( F&I ) Structural Improvements and Railing renovations.

2. Measurement and payment to furnish and install Structural Improvements and Railing renovations will be made on a lump sum basis. Such payments shall be full compensation for including but not limited to the necessary manpower, equipment, materials barriers and labor necessary to construct Structural Improvements and Railing renovations as described in the contract documents.

Bid Item #7– Furnish and Install ( F&I ) new Deck boards

1. Measurement and payment to furnish and install new Deck boards will be made on a lump sum basis. Such payments shall be full compensation for including but not limited to the necessary manpower, equipment, materials and labor necessary to install new deck boards and deck screws as per the contract documents.

Bid Item #8 – Remove and Reinstall Deck Boards required for Construction

1. Measurement and payment to remove and reinstall deck boards as needed for construction shall be made on a lump sum basis. Such payments shall be full compensation for including but not limited to the necessary manpower, equipment, materials and labor necessary to remove the existing deck boards and screws as required to construct the bid items and to reinstall the existing deck boards and screws. All replacement deck screws , if required, shall be 316 stainless steel and comply with requirements as per the design documents. Screws will match existing screws for diameter and length.

Bid Item #9 - Furnish & Install (F & I) Plumbing Improvements or renovations

1. Measurement and payment to furnish and install Plumbing improvements or renovations will be made on a Lump Sum Basis. Such payments shall be full compensation for including but not limited to the necessary manpower, equipment, materials and labor necessary to construct the plumbing improvements or renovations as shown on the contract documents. Demolition for Plumbing items will be made under pay item for Demolition

Bid Item #10 Furnish and Install ( F&I ) Electrical Improvements or renovations

1. Measurement and payment to furnish and install Electrical improvements will be made on a Lump Sum Basis. Such payments shall be full compensation for including but not limited to the necessary manpower, equipment, materials and labor necessary to construct the Electrical improvements or renovations as shown on the contract documents. Demolition for Electrical items will be made under pay item for Demolition

01050 - 1

SECTION 01050 - FIELD ENGINEERING

1.01 DESCRIPTION OF WORK

CONTRACTOR shall provide and pay for all field engineering service required for the project. Such work shall include survey work to establish lines and levels and to locate and lay out site improvements, structures, and controlling lines and levels required for the construction of the work. Also included are such Engineering services as are specified or required to execute CONTRACTOR'S construction methods. Engineers and Surveyors shall be licensed professionals under the laws of the state where the project is located.

1.02 GRADES, LINES AND LEVELS

Existing basic horizontal and vertical control points for the project are those designated on the DRAWINGS. CONTRACTOR shall locate and protect control points prior to starting site work and shall preserve all permanent reference points during construction. In working near any permanent property corners or reference markers, CONTRACTOR shall use care not to remove or disturb any such markers. In the event that markers must be removed or are disturbed due to proximity of the construction work, CONTRACTOR shall have them referenced and reset by a Land Surveyor qualified under the laws of the state of the project.

1.03 LAYOUT DATA

CONTRACTOR shall lay out the work at the location and to the lines and grades shown on the DRAWINGS. Survey notes indicating the information and measurements used in establishing locations and grades shall be kept in notebooks and furnished to ENGINEER with the record drawings for the project.

01340-1

SECTION 01340 - SHOP DRAWING PROCEDURES

1.1 GENERAL REQUIREMENTS

A. Shop drawing procedures shall conform to requirements of Section 01300, and as described in this Section.

1.2 PROCEDURE

A. Submit Shop Drawings to: Engineer or Architect of Record as indicated on the Plans.

B. A letter of transmittal shall accompany each submittal. If data for more than one

Section of the Specifications is submitted, a separate transmittal letter shall accompany the data submitted for each Section.

C. At the beginning of each letter of transmittal provide a reference heading indicating the following:

1. OWNER'S Name

2. Project Name

3. Contract Number

4. Transmittal Number

5. Section Number

D. If a Shop Drawing deviates from the requirements of the Contract Documents, CONTRACTOR shall specifically note each variation in his letter of transmittal.

E. All Shop Drawings submitted for approval shall have a title block with complete identifying information satisfactory to ENGINEER.

F. All Shop Drawings submitted shall bear the stamp of approval and signature of

CONTRACTOR as evidence that they have been reviewed by CONTRACTOR.

Submittals without this stamp of approval will not be reviewed by ENGINEER and will be returned to CONTRACTOR. CONTRACTOR'S stamp shall contain the following minimum information:

Project Name/ CODB Contract No.:

CONTRACTOR'S Name: _______________________________________

Date: ____________________________________________________

01340-2

---------------------Reference----------------------

Item: ________________________________________________

Approved By: _________________________________________

G. A number shall be assigned to each submittal by CONTRACTOR starting with No.

1 and thence numbered consecutively. Re-submittals shall be identified by the original submittal number followed by the suffix "A" for the first re-submittal, the suffix "B" for the second re-submittal, etc.

H. CONTRACTOR shall initially submit to ENGINEER an electronic copy or at a minimum of six (6) copies of all submittals that are on 11-inch by 17-inch or smaller sheets (no less than 8 1/2-inch x 11-inch), and one unfolded sepia and 2 prints made from that sepia for all submittals on sheets larger than 11-inch by 17-inch.

I. After ENGINEER completes his review, Shop Drawings will be marked with one of the following notations:

1. Approved

2. Approved as Corrected

3. Revise and Resubmit

4. Not Approved

J. If a submittal is acceptable, it will be marked "Approved" or "Approved as

Corrected". Three (3) prints or copies of the submittal will be returned to

CONTRACTOR.

K. Upon return of a submittal marked "Approved" or "Approved as Corrected", CONTRACTOR may order, ship or fabricate the materials included on the submittal, provided it is in accordance with the corrections indicated.

L. If a Shop Drawing marked "Approved as Corrected" has extensive corrections or corrections affecting other drawings or Work, ENGINEER may require that CONTRACTOR make the corrections indicated thereon and resubmit the Shop Drawings for record purposes. Such drawings will have the notation, "Approved as Corrected - Resubmit."

M. If a submittal is unacceptable, three (3) copies will be returned to CONTRACTOR with one of the following notations:

1. "Revise and Resubmit"

2. "Not Approved"

N. Upon return of a submittal marked "Revise and Resubmit", CONTRACTOR shall make the corrections indicated and repeat the initial approval procedure. The "Not

01340-3

Approved" notation is used to indicate material or equipment that is not acceptable.

Upon return of a submittal so marked, CONTRACTOR shall repeat the initial approval procedure utilizing acceptable material or equipment.

O. Any related Work performed or equipment installed without an "Approved" or

"Approved as Corrected" Shop Drawing will be at the sole responsibility of the

CONTRACTOR.

P. Shop Drawings shall be submitted well in advance of the need for the material or equipment for construction and with ample allowance for the time required to make delivery of material or equipment after data covering such is approved.

CONTRACTOR shall assume the risk for all materials or equipment which are fabricated or delivered prior to the approval of Shop Drawings. Materials or equipment will not be included in periodic progress payments until approval thereof has been obtained in the specified manner.

Q. ENGINEER will review and process all submittals promptly, but a reasonable time should be allowed for this, for the Shop Drawings being revised and resubmitted, and for time required to return the approved Shop Drawings to CONTRACTOR.

R. It is CONTRACTOR'S responsibility to review submittals made by his suppliers and SUBCONTRACTORs before transmitting them to ENGINEER to assure proper coordination of the Work and to determine that each submittal is in accordance with his desires and that there is sufficient information about materials and equipment for ENGINEER to determine compliance with the Contract Documents. Incomplete or inadequate submittals will be returned for revision without review.

S. CONTRACTOR shall furnish required submittals with complete information and accuracy in order to achieve required approval of an item within three submittals.

All costs to ENGINEER involved with subsequent submittals of Shop Drawings, Samples or other items requiring approval, will be back charged to CONTRACTOR, at the rate of 3.0 times direct technical labor cost, by deducting such costs from payments due CONTRACTOR for Work completed. In the event that CONTRACTOR requests a substitution for a previously approved item, all of ENGINEER'S costs in the reviewing and approval of the substitution will be back charged to CONTRACTOR unless the need for such substitution is beyond the control of CONTRACTOR.

Quality Control-01400

01400-1

SECTION 01400-QUALITY CONTROL

1.01 TESTING LABORATORY SERVICES

Arrangements for testing laboratory services will be made by OWNER. Payment for testing to show compliance with specified requirements will be paid for by OWNER. The cost of retesting when materials and workmanship fail to meet specified requirements will be deducted from monies due CONTRACTOR.

1.02 LABORATORY STANDARDS

Testing laboratories shall conform to the applicable requirements of ASTM E329-77 (1983)

STANDARD RECOMMENDED PRACTICE FOR INSPECTION AND TESTING AGENCIES

FOR CONCRETE, STEEL AND BITUMINOUS MATERIALS AS USED IN CONSTRUCTION

and shall be inspected and approved by the ELF/FC&PA Joint Technical Committee, Inc., or by an equivalent recognized national authority.

1.03 ACCESS FOR INSPECTION

OWNER, ENGINEER and their authorized representatives shall be permitted free access and every reasonable facility for the inspection of all Work, materials and equipment. OWNER and his authorized representatives shall also be permitted to inspect payrolls, invoices for materials and equipment. OWNER and his authorized representatives shall also be permitted to inspect payrolls, invoices for materials and equipment and other relevant data and records.

Authorized representatives of Federal, State or local agencies shall be permitted access to inspect for compliance with applicable laws, regulations and permit requirements.

On projects where Federal or State agency funding is used, authorized representatives of those agencies shall be permitted to inspect all work, materials, equipment, payrolls, records of personnel, invoices for materials and equipment and other relevant data and records.

1.04 INSPECTION OF WORK AWAY FROM SITE

Quality Control-01400

01400-2

When work to be done away from the construction site is to be inspected on behalf of OWNER during its fabrication, manufacture or testing or before shipment, CONTRACTOR shall give notice to ENGINEER of the time and place where such fabrication, manufacturing, testing or shipping is to be done. Such notice shall be in writing and delivered to ENGINEER in ample time so that the necessary arrangements for the inspection can be made.

PART 2 - MATERIALS AND EQUIPMENT

(Not Applicable)

PART 3 - EXECUTION

(Not Applicable)

Temporary Facilities and CONTROLS - 01500

01500 - 1

SECTION 01500 – TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 DESCRIPTION OF REQUIREMENTS

This section specifies the minimum requirements for temporary facilities, utilities to be brought to the site, and control required to enable the construction of the project to progress adequately. The providing of adequate facilities at every stage of performing the work is the CONTRACTOR'S sole responsibility, and is not limited by the requirements of this section.

Except as otherwise indicated, the CONTRACTOR may, at his option, provide stand-alone utility plants to provide needed services, in lieu of connected services from available public utilities, provided such stand-alone plant facilities comply with governing regulations. Prior to availability of temporary utility services, provide trucked-in/trucked-out containerized or unitized services for start-up of construction operations at the site.

Except as otherwise indicated, the costs of providing and using temporary utility services shall be included in the Contract Sum.

1.2 TEMPORARY FACILITIES

The types of utility services required for general temporary use at the project site include the following (other specific services may be required for specific construction methods or operations):

Electrical Power Service Water Service (potable for certain uses) Sanitary Storm Sewer or Open Drainage/Run-off Control Gas (fuel) Service Telephone Service

Temporary Electricity. The CONTRACTOR shall provide for a temporary power source for his use during construction.

Temporary Sanitary Facilities. The CONTRACTOR shall provide adequate sanitary facilities for the use of those employed on the work. Such facilities shall be made available when the first employees arrive on the site of the work, shall be properly secluded from public observation, and shall be constructed and maintained during the progress of the work in suitable numbers and at such points and in such manner as may be required or approved.

The CONTRACTOR shall maintain the sanitary facilities in a satisfactory and sanitary condition at all times and shall enforce their use. He shall rigorously prohibit the committing of nuisances on the site of the work, on the lands of the OWNER, or on adjacent property.

Termination and Removal. At the time the need for temporary utility service or a substantial portion thereof has ended, or when its service has been replaced by use of permanent services, or not later than the time of substantial completion, promptly remove the installation unless requested by the ENGINEER to retain it for a longer period.

Complete and restore work, which may have been delayed or affected by the installation and use of the temporary utility, including repairs to construction and grades and restoration and cleaning of exposed surfaces. Replace work damaged beyond acceptable restoration.

1.3 TEMPORARY CONTROLS

Noise Control. The CONTRACTOR shall provide adequate protection against objectionable noise levels caused by the operation of construction equipment.

Dust Control. The CONTRACTOR shall provide for adequate protection against raising objectionable dust clouds caused by moving construction equipment, high winds or any other cause.

01500 - 2

Water Control. The CONTRACTOR shall provide for satisfactory disposal of surplus water and shall submit a plan to the ENGINEER for his review prior to initiation and implementation of the plan. Prior approval shall be obtained from the proper authorities for the use of public or private lands or facilities for such disposal. CONTRACTOR shall be responsible for obtaining and complying with the requirements of any dewatering or consumptive use permits required by regulatory authorities.

Pollution Control. The CONTRACTOR shall provide for adequate protection against polluting any public or private lands, lakes, ponds, rivers, streams, creeks, and other such areas, by the disposal of surplus material in the form of solids, liquids, or gases or from any other cause.

The CONTRACTOR shall evaluate and assess the impact of any adverse effects on the natural environment which may result from construction operations and shall operate to minimize pollution of air, ground or surface waters vegetation, and afford the neighboring community the maximum protection during and up to completion of the construction project.

The CONTRACTOR shall take sufficient precautions to prevent pollution of streams, lakes, oceans and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or otherwise prevent pollution of siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish.

All chemicals used during project construction or furnished for project operation, whether herbicide, pesticide, disinfectant, polymer, reactant or of other classification, must show approval of either EPA or USDA. Use of all such chemicals and disposal of residues shall be in strict conformance with instructions.

Erosion Control. The CONTRACTOR shall not expose, by construction operations, a larger area of erosive land at any one time than the minimum necessary for efficient construction operations, and the duration of exposure of the uncompleted construction to the elements shall be as short as practicable.

Erosion control features shall be constructed concurrently with other work and at the earliest practicable time.

Sandblasting, Dust & Debris Control. The CONTRACTOR shall provide for adequate protection of the work area to prevent nuisance and damage to adjacent properties and vehicular traffic from cleaning and sandblasting debris and shall be solely responsible for any damage therefrom.

1.4 STORAGE FACILITIES

All products, materials and equipment shall be stored in accordance with the manufacturer's instructions, with seals and labels intact and legible. Products subject to damage by the elements shall be stored in weathertight enclosures.

Temperature and humidity shall be maintained within the ranges required by the manufacturer's instructions.

Fabricated products shall be stored above the ground on blocking or skids. Products, which are subject to deterioration, shall be covered with impervious coatings with adequate ventilation to avoid condensation. Loose granular materials shall be stored in a well-drained area on solid surfaces to prevent mixing with foreign matter. Any products, which will come in contact with potable water, shall be stored off the ground so as to prevent contamination.

The City will refuse to accept, or sample for testing, materials, supplies or equipment that have been improperly stored, as determined by the City. Materials found unfit for use shall not be incorporated in the work and shall immediately be removed from the construction or storage site. Delivered materials shall be stored in a manner acceptable to the City before any payment for same will be made.

Storage shall be arranged in such a manner to provide easy access for inspection. Periodic inspections shall be made of all stored products to assure that they are maintained under specified conditions, and free from damage or deterioration.

After installation, CONTRACTOR shall provide substantial coverings as necessary to installed products to protect from damage from traffic and subsequent construction operations. Coverings shall be removed when no longer needed.

1.5 QUALITY ASSURANCE:

01500 - 3

Regulations: Comply with governing regulations and utility company regulations and recommendations for the construction of temporary utility services; including (but not necessarily limited to) code compliance, permits, inspections, testing, and health and safety compliance.

Comply with pollution and environmental protection regulations for the use of water and other services, and for the discharge of wastes and stormwater drainage from the project site. Comply with whatever "Environmental Impact" commitments may have been made by the owner or previous owners of the site in securing approval to proceed with the construction of the project.

Contractor must control turbidity in rivers or canals so that it does not exceed established background turbidity by more than 50 Jackson Units at a distance greater than 100 feet from the point of work. This shall be done by the use of a "diaper" or screen suspended by floats or other methods approved by the Project Representative.

Standards: Comply with the "Manual of Accident Prevention in Construction" by AGC. Comply with NFPA Code 241 "Building Construction and Demolition Operations".

1.6 OPERATIONS AND TERMINATIONS:

Inspections: Prior to placing temporary utility services into use, inspect and test each service and arrange for governing authorities required inspection and tests, and obtain required certifications and permits for use thereof.

Supervision: Enforce strict discipline in the use of utility services. Limit availability to essential uses, so as to minimize wastes. Do not allow the installations to be abused or endangered.

Protection: Prevent water-filled piping from freezing, by ground cover or insulation or by keeping drained, or by temporary heating. Maintain distinct markers for underground lines, and protect from damage during excavating operations.

The Contractor shall provide adequate signs, barricades, flashing lights, flagmen and watchmen and take all necessary precautions for the protection of the work and the safety of the public.

All barricades and obstructions shall be protected at night by flashing signal lights which shall be kept burning from sunset to sunrise. Barricades shall be of substantial construction and suitable for night visibility. Suitable warning signs shall be so placed and illuminated at night as to show in advance where construction, barricades, or detours exist.

The Contractor shall at all times so conduct his work as to ensure the least possible obstruction to traffic and inconvenience to the general public and the residents in the vicinity of the work, and to insure the protection of persons and property, in a manner satisfactory to the City. No road or street shall be closed to the public, except with the permission of the City and proper governmental authority. Fire hydrants on or adjacent to the work shall be kept accessible to fire-fighting equipment at all times. Temporary provisions shall be made by the Contractor to insure the use of sidewalks and the proper functioning of all gutters, sewer inlets, drainage ditches, and irrigation ditches.

Preservation: Preserve from damage all property along the line of the work, or which is in the vicinity of or is in any way affected by the work, the removal or destruction of which is not called for by the plans. Wherever such property is damaged due to the activities of the Contractor, it shall be immediately restored to its original condition by the Contractor at no cost to the Owner.

In case of failure on the part of the Contractor to restore such property, or make good such damage or injury, the owner may, after 48 hours notice to the Contractor, proceed to repair, rebuild or otherwise restore such property as may be deemed necessary, and the cost thereof will be deducted from any moneys due or which may become due the Contractor under this Contract.

The Contractor shall be responsible for the protection of property, in the areas in the vicinity of the project;

and for the protection of his equipment, supplies, materials and work, against any damage resulting from the elements, such as flooding, by rainstorm, wind damage, or other elemental cause resulting from the project configuration. The Contractor shall take all precautions against any such damage occurrence, and shall be responsible for damage resulting from same. The Contractor shall provide adequate drainage facilities, tie-

01500 - 4 downs, or other protection, throughout the Contract period, for the protection of his, the owner's and other properties from such damage.

Termination and Removal: At the time the need for a temporary utility service or a substantial portion thereof has ended, or when its service has been replaced by use of permanent services, or not later than the time of substantial completion, promptly remove the installation unless requested by the City to retain it for a longer period. Complete and restore work, which may have been delayed or affected by the installation and use of the temporary utility, including repairs to construction and grades and restoration and cleaning of exposed surfaces. Replace work damaged beyond acceptable restoration.

1.7 PRESERVATION OF PROPERTY

Preserve from damage all property along the line of the work, or which is in the vicinity of or in any wise affected by the work, the removal or destruction of which is not called for by the plans. Wherever such property is damaged due to the activities of the CONTRACTOR, it shall be immediately restored to its original condition by the CONTRACTOR at no cost to the OWNER.

In case of failure on the part of the CONTRACTOR to restore such property, or make good such damage or injury, the OWNER may, after 48 hours notice to the CONTRACTOR, proceed to repair, rebuild or otherwise restore such property as may be deemed necessary and the cost thereof will be deducted from any monies due or which may become due the CONTRACTOR under this Contract.

The CONTRACTOR shall be responsible for the protection of property, in the areas in the vicinity of the project; and for the protection of his equipment, supplies, materials and work, against any damage resulting from the elements, such as flooding, by rainstorm, wind damage, or other elemental cause resulting from the project configuration. The CONTRACTOR shall take all precautions against any such damage occurrence, and shall be responsible for damage resulting from same. The CONTRACTOR shall provide adequate drainage facilities, tie-downs, or other protection, throughout the Contract period, for the protection of his, the OWNER's, and other properties from such damage.

01541-1

SECTION 01541-PROTECTION OF THE WORK AND PROPERTY

1.1 GENERAL

A. CONTRACTOR shall be responsible for taking all precautions, providing all programs, and taking all actions necessary to protect the Work and all public and private property and facilities from damage as specified in the General Conditions and herein.

B. In order to prevent damage, injury or loss, CONTRACTOR'S actions shall include, but not be limited to, the following:

1. Store apparatus, materials, supplies, and equipment in an orderly, safe manner that will not unduly interfere with the progress of the Work or the Work of any other CONTRACTOR or utility service company.

2. Provide suitable storage facilities for all materials which are subject to injury by exposure to weather, theft, breakage, or otherwise.

3. Place upon the Work or any part thereof only such loads as are consistent with the safety of that portion of the Work.

4. Clean up frequently all refuse, rubbish, scrap materials, and debris caused by his operations, to the end that at all times the site of the Work shall present a safe, orderly and workmanlike appearance.

5. Provide barricades and guard rails around openings, for scaffolding, for temporary stairs and ramps, around excavations, elevated walkways and other hazardous areas.

C. CONTRACTOR shall not, except after written consent from proper parties, enter or occupy privately-owned land with men, tools, materials or equipment, except on easements provided herein.

D. CONTRACTOR shall assume full responsibility for the preservation of all public and private property or facility on or adjacent to the site. If any direct or indirect damage is done by or on account of any act, omission, neglect or misconduct in the execution of the Work by the CONTRACTOR, it shall be restored by the CONTRACTOR, at his expense, to a condition equal to that existing before the damage was done.

1.2 BARRICADES AND WARNING SIGNALS

A. Where Work is performed on or adjacent to any roadway, right-of- way, or public place, CONTRACTOR shall provide barricades, fences, lights, warning signs, danger signals, watchmen, and shall take other precautionary measures for the protection of persons or property and of the Work. Barricades shall be painted to be visible at night. From sunset to sunrise, CONTRACTOR shall furnish and maintain at least one light at each barricade.

Sufficient barricades shall be erected to keep vehicles from being driven on or into Work under construction. CONTRACTOR

01541-2 shall furnish watchmen in sufficient numbers to protect the Work. CONTRACTOR'S responsibility for the maintenance of barricades, signs, lights, and for providing watchmen shall continue until the Project is accepted by OWNER.

1.3 PROTECTION OF EXISTING STRUCTURES

A. Underground Structures:

1. Underground structures are defined to include, but not be limited to, all sewer, water, gas, and other piping, and manholes, chambers, electrical conduits, tunnels and other existing subsurface work located within or adjacent to the limits of the Work.

2. All underground structures known to ENGINEER except water, sewer, electric, and telephone service connections are shown. This information is shown for the assistance of CONTRACTOR in accordance with the best information available, but is not guaranteed to be correct or complete.

3. CONTRACTOR shall explore ahead of his trenching and excavation Work and shall uncover all obstructing underground structures sufficiently to determine their location, to prevent damage to them and to prevent interruption to the services which such structures provide. If CONTRACTOR damages an underground structure, he shall restore it to original condition at his expense.

4. Necessary changes in the location of the Work may be made by ENGINEER, to avoid unanticipated underground structures.

5. If permanent relocation of an underground structure or other subsurface facility is required and is not otherwise provided for in the Contract Documents, ENGINEER will direct CONTRACTOR in writing to perform the Work, which shall be paid for under the provisions of Article 11 of the General Conditions.

B. Surface Structures:

1. Surface structures are defined as all existing buildings, structures and other facilities above the ground surface. Included with such structures are their foundations or any extension below the surface. Surface structures include, but are not limited to, buildings, tanks, walls, bridges, roads, dams, channels, open drainage, piping, poles, wires, posts, signs, markers, curbs, walks and all other facilities that are visible above the ground surface.

C. Protection of Underground and Surface Structures:

1. CONTRACTOR shall sustain in their places and protect from direct or indirect injury all underground and surface structures located within or adjacent to the limits of the Work. Such sustaining and supporting shall be done carefully and as required by the party owning or controlling such structure. Before proceeding with the work of sustaining and supporting such structure, CONTRACTOR shall satisfy the ENGINEER that the methods and procedures to be used have been approved by the party owning same.

01541-3

2. CONTRACTOR shall assume all risks attending the presence or proximity of all underground and surface structures within or adjacent to the limits of the Work. CONTRACTOR shall be responsible for all damage and expense for direct or indirect injury caused by his Work to any structure. CONTRACTOR shall repair immediately all damage caused by his work, to the satisfaction of the OWNER of the damaged structure.

D. All other existing surface facilities, including but not limited to, guard rails, posts, guard cables, signs, poles, markers, and curbs which are temporarily removed to facilitate installation of the Work shall be replaced and restored to their original condition at CONTRACTOR'S expense.

1.4 PROTECTION OF INSTALLED PRODUCTS AND LANDSCAPING

A. Provide protection of installed products to prevent damage from subsequent operations. Remove protection facilities when no longer needed, prior to completion of Work.

B. Control traffic to prevent damage to equipment, materials and surfaces.

C. Provide coverings to protect equipment and materials from damage.

1. Cover projections, wall corners, and jambs, sills and soffits of openings, in areas used for traffic and for passage of products in subsequent work.

SECTION 01600-MATERIALS AND EQUIPMENT

1.01 DESCRIPTION OF REQUIREMENTS

Materials and equipment furnished by CONTRACTOR shall be new and shall not have been in service at any other installation unless otherwise provided. Materials and equipment shall conform to applicable specifications and standards and comply with the size, make, type and quality specified, or as specifically approved in writing by ENGINEER.

Manufactured and fabricated items shall be designed, fabricated and assembled in accordance with the best engineering and shop practices. Like parts of duplicate units shall be manufactured to standard sizes and gages to be interchangeable.

Two or more things of the same kind shall be identical, by the same manufacturer.

Materials and equipment shall be suitable for service conditions shown or specified.

Materials and equipment shall not be used for any purpose other than that for which it is designed or is specified.

Where existing materials or equipment is specifically shown or specified to be reused in the work, special care shall be used in removal, handling, storage, and reinstallation, to assure proper function in the completed work.

CONTRACTOR shall arrange for transportation, storage and handling of products which require off-site storage, restoration or renovation.

Salvaged Materials. In the absence of special provisions to the contrary, salvaged materials, equipment or supplies are the property of OWNER and shall be cleaned and stored as directed by

ENGINEER.

Manufacturer's Instructions. The installation of all work shall comply with manufacturer's written instructions. CONTRACTOR shall obtain and distribute copies of such instructions to parties involved in the installation including two copies to ENGINEER. One complete set of instructions shall be maintained at the job site during installation and until completion. All products and equipment shall be handled, installed, connected, cleaned, conditioned and adjusted in accordance with the manufacturer's instructions and specified requirements. Should job conditions or specified requirements conflict with manufacturer's instructions, such conflicts shall be called to ENGINEER'S attention for resolution and revised instructions.

Equipment Guarantee. All mechanical and electrical equipment, together with devices of whatever nature and all components, which are furnished and/or installed by CONTRACTOR shall be guaranteed. The guarantee shall be against manufacturing and/or design inadequacies, materials and workmanship, improper assembly, hidden damage, failure of devices and/or components, excessive leakage or other circumstances which would cause the equipment to fail under normal design and/or specific operating conditions for a period of one year or such longer period as may be shown and/or specified from and after the date of acceptance of the equipment by OWNER. Each piece of equipment, device or component which shall fail within the above specified term shall be replaced with reasonable promptness by CONTRACTOR without cost to OWNER.

Operating Characteristics. Rotating machinery shall be designed and fabricated to provide satisfactory operation without excessive wear and without excessive maintenance during its operating life. Rotating parts shall be statically and dynamically balanced and shall operate without excessive vibration.

Lubrication System. The minimum design criteria for lubrication of moving parts of the equipment shall include one week of continuous operation during which no lubricants shall be added to the system. The system shall also be designed to receive lubricants whether in operation or shut down, and shall not leak or waste lubricants under either condition. The manufacturer's recommendations of grade and quality and a supply of the lubricants so recommended in quantities sufficient to conduct startup and testing operations shall be furnished with the equipment.

Safety Requirements. Screens, guards or cages shall be provided for all exposed, rotating or moving parts in accordance with accepted practices of applicable governmental agencies.

Anchor Bolts. The manufacturer shall provide stainless steel anchor bolts for each piece of equipment furnished.

1.02 TRANSPORTATION AND HANDLING

Materials and equipment shall be loaded and unloaded by methods affording adequate protection against damage. Every precaution shall be taken to prevent injury to the materials or equipment during transportation and handling. Suitable power equipment will be used and the materials or equipment shall be under control at all times. Under no condition shall the materials or equipment be dropped, bumped or dragged. When a crane is used, a suitable hook or lift sling shall be used.

The crane shall be so placed that all lifting is done in a vertical plane. Materials or equipment skid loaded, palletized or handled on skidways shall not be skidded or rolled against materialsor equipment already unloaded.

Materials and equipment shall be delivered to the job site by means that will adequately support it and not subject it to undue stresses. Contractor shall promptly inspect the products for damage and defects and conformance with the specification. Materials and equipment damaged or injured in the process of transportation, unloading or handling will be rejected and shall be immediately removed from the site.

01611-1

SECTION 01611-STORAGE OF MATERIAL

1. GENERAL:

Store and protect materials in accordance with manufacturer recommendations and requirements of Specifications.

Contractor shall make all arrangements and provisions necessary for the storage of materials and equipment. All excavated materials, construction equipment, and materials and equipment to be incorporated into the Work shall be placed so as not to injure any part of the Work or existing facilities and so that free access can be had at all times to all parts of the Work and to all public utility installations in the vicinity of the Work. Materials and equipment shall be kept neatly and compactly stored in locations that will cause a minimum of inconvenience to other contractors, public travel, adjoining owners, tenants and occupants.