Technical Specifications

Ocean Park Parking Phase 1

Prepared For:

The City of Dania Beach

Prepared by:

Kimley-Horn and Associates, Inc., ©2026 8201 Peters Road, Suite 2200 Plantation, FL 33324

(954) 535-5100 www.kimley-horn.com Registry No. 35106

May 2026 KH Project No. 044719014

TOC - 1 of 3

CITY OF DANIA BEACH

OCEAN PARK PARKING PHASE 1

TABLE OF CONTENTS

SECTION TITLE

C COVER

TOC TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

01005 TECHNICAL PROVISIONS

01010 SUMMARY OF WORK

01020 GENERAL REQUIREMENTS

01021 OWNER ALLOWANCES

01025 MEASUREMENT AND PAYMENT

01030 HURRICANE PREPAREDNESS

01031 ALTERATION PROJECT PROCEDURES

01045 CUTTING AND PATCHING

01050 FIELD ENGINEERING AND SURVEYING

01060 REGULATORY REQUIREMENTS AND NOTIFICATION

01070 ABBREVIATIONS OF INSTITUTIONS

01090 REFERENCE STANDARDS

01152 APPLICATIONS FOR PAYMENT

01153 CHANGE ORDER PROCEDURES

01200 COORDINATION AND PROJECT MEETINGS

01300 SUBMITTALS AND PROGRESS SCHEDULES

01380 CONSTRUCTION PHOTOGRAPHS

01400 QUALITY CONTROL

01410 TESTING LABORATORY SERVICES

01500 CONSTRUCTION CONSIDERATIONS

01505 MOBILIZATION

01506 CONTROL OF WORK

TOC - 2 of 3

01510 TEMPORARY UTILITIES AND STAGING AREA

01520 MAINTENANCE OF FACILITIES AND SEQUENCE OF CONSTRUCTION

01521 CONSTRUCTION AIDS

01530 PROTECTION OF EXISTING FACILITIES

01540 SECURITY

01550 SITE ACCESS AND STORAGE

01560 TEMPORARY CONTROLS

01570 MAINTENANCE OF TRAFFIC

01600 MATERIAL AND EQUIPMENT

01660 EQUIPMENT TESTING STARTUP

01670 TESTING PIPING SYSTEMS

01700 PROJECT CLOSE-OUT

01710 CLEANING

01720 PROJECT RECORD DRAWINGS

01740 GUARANTEES AND BONDS

DIVISION 2 - SITE WORK

02016 EXISTING UTILITIES AND UNDERGROUND STRUCTURES

02050 DEMOLITION

02100 SITE PREPARATION

02140 DEWATERING

02200 EARTHWORK, EXCAVATION, AND BACKFILL

02205 CLEARING AND GRUBBING

02201 SITE GRADING

02205 CLEARING AND GRUBBING

02210 FINISH GRADING

02221 TRENCHING, BEDDING AND BACKFILL FOR PIPE

02270 EROSION AND SEDIMENTATION CONTROL

02284 TOPSOIL

02400 STORM DRAINAGE FACILITIES

02450 TREE AND PLANT PROTECTION

02500 PAVING AND SURFACING

TOC - 3 of 3

02510 ASPHALTIC CONCRETE PAVEMENT

02511 CONCRETE SIDEWALK

02514 MILLING OF EXISTING ASPHALT PAVEMENT

02515 PORTLAND CEMENT CONCRETE PAVING

02601 SUBTERRANEAN STRUCTURES

02900 LANDSCAPING WORK

02930 SODDING

DIVISION 3 - CONCRETE

03010 CONCRETE

03100 CONCRETE FORMWORK

03200 CONCRETE REINFORCEMENT

03300 CAST-IN-PLACE CONCRETE

03370 CONCRETE CURING

APPENDIX A APPROVED PERMITS AND CONDITIONS

01005 - 1 of 7 TECHNICAL PROVISIONS

SECTION 01005

TECHNICAL PROVISIONS

PART 1 – GENERAL

1.01 SCOPE

A. Work under this contract includes furnishing materials, labor, tools equipment, supervision and incidentals necessary to construct the improvements known as Ocean Park Parking including 15 parking spaces, curbing, and concrete sidewalks with associated grading and underground drainage improvements.

1.02 GENERAL

A. The provisions of this Section shall amplify the "General Conditions", including updates through the bid date of this project, in specific instances and shall have full force and effect as if contained in those documents.

B. Technical Specifications consists of this section, Section 01005, described as Technical Provisions, and the applicable sections of Broward County Highway Construction and Engineering Services Division "Minimum Standards", latest revision.

C. In case of a conflict among Broward County Highway Construction and

Engineering Services Division "Minimum Standards", the Project Drawings, these Technical Provisions and the "General Conditions", the "General Conditions" will govern.

D. Broward County Highway Construction and Engineering Services Division

"Minimum Standards" are not attached to the Technical Specifications but can be obtained from the Broward County Highway Construction and Engineering Services Division website per the following link:

http://www.broward.org/BCEngineering/Documents/Exhibit25ABCAdminC odeMinStds10-25-2005.pdf

E. City, Owner and Contract Administrator are described as one in the same and used interchangeably throughout this document.

1.03 ITEMS SPECIFIED ON DRAWINGS

A. Items of material, equipment, machinery, and the like may be specified on the Drawings and not in the Technical Specifications. The Contractor in accordance with the General Notes on the Drawings shall provide such items.

1.04 FIELD LAYOUT OF THE WORK AND RECORD DRAWINGS

A. After completion of construction, the Contractor shall provide four sets of Record Drawings with all the As-Built information; all locations, dimensions, 01005 - 2 of 7 TECHNICAL PROVISIONS and elevations of the constructed facilities, certified, signed and sealed thereon by a Land Surveyor registered in the State of Florida. All elevations shall refer to N.A.V.D. (North American Vertical Datum). The cost of such field layout and recording work shall be the responsibility of the Contractor.

1.05 SALVAGE

A. Any existing equipment or material, including but not limited to valves, pipes, fittings, couplings, etc., which is removed as a result of construction under this project may be designated as salvage by the City, and if so, shall be delivered clean to the City at a location directed by the City. Any equipment or material not worthy of salvaging shall be disposed of by the Contractor at a suitable location in accordance with all applicable regulations, ordinances and laws at no additional cost to the City.

1.06 POWER

A. The Contractor shall furnish and pay for all electrical power required for the construction, testing and trial operation, prior to final acceptance by the City.

1.07 WATER SUPPLY

A. All water required for testing, flushing, and construction shall be furnished by the City and paid for by the Contractor. The purchase price shall be the prevailing rate as published by the City. The quantity of water used shall be determined by reading the meter at the start and at the finish of construction.

The Contractor shall make all arrangements and incur all expense involved in having the City furnish and install the necessary water meters. Each water service line shall be provided with a vacuum relief or backflow preventer which shall meet the requirements of ASA A40.6, latest revision, and the local administrative authority.

1.08 MAINTENANCE

A. The Contractor shall fully cooperate at all times with the City in order to maintain the operation of the existing water and/or sewer system with the least amount of interference and interruption possible. The schedule, plans and work of the Contractor shall at all times be subject to alteration and revision if necessary for public health and safety considerations. The creation of a public nuisance will not be permitted.

B. It may be necessary to interrupt the operation of the existing water and/or sewer system. In all cases where the Contractor must cause an interruption, Contractor shall prepare and submit to the Engineer four (4) working days prior to commencing the work, a complete description of the proposed procedure and a time schedule, which Contractor will guarantee. At least forty-eight (48) hours prior to the time proposed for starting the work, the Engineer will notify the Contractor whether or not the work will be permitted as proposed.

1. The Engineer reserves the right to require the Contractor to work 24

01005 - 3 of 7 TECHNICAL PROVISIONS hours per day in all cases where, in Engineer’s opinion, interference with operation of the system may result in dangerous health hazards or offensive conditions.

2. In no case will the Contractor be permitted to interfere with the existing system until all materials, supplies, equipment, tools and incidentals necessary to complete the work are on the site. Backup equipment on key equipment items shall be required on work necessitating interference with the existing system.

1.09 SITE RESTORATION

A. The Contractor shall remove all excess material and shall clean up and restore the site to its original condition or better. All damage, as a result of work under this Contract, done to existing structures, pavement, driveways, paved areas, curbs and gutters, sidewalks shrubbery, grass, trees, utility poles, utility pipe lines, conduits, drains, catch basins, flagstones, rocked, graveled, or stabilized areas of driveways, and including all obstructions not specifically named herein, shall be repaired, or replaced, as determined by the Engineer. Site restoration shall be done in a timely manner as the work progresses.

1.10 SANITARY FACILITIES

A. The Contractor shall provide temporary facilities at the site as directed by the Engineer.

1.11 STANDARDS

A. Wherever in these Technical Specifications or in the drawings name and/or number refer to certain standards or regulations, the applicable publication shall be the latest revision thereof. Reference by abbreviation is made in accordance with the Section 01070, "Abbreviations of Institutions."

1.12 QUALITY OF ITEMS

A. All material furnished for this project shall be new and unused. Any material, which has become excessively weathered or damaged since manufacture, shall not be considered as new. Engineer shall be the sole judge as to what constitutes excessive weathering or damage.

1.13 TESTING

A. The Broward County Engineering Minimum Design and Construction Standards may require during shop drawing review that materials and equipment supplied meet given standards and testing to demonstrate conformance to the standards is a part of those standards. The cost of these tests shall be the obligation of the Contractor and no extra charge shall be made to the City on account of such testing.

B. The Contractor will select a recognized, independent testing laboratory to

01005 - 4 of 7 TECHNICAL PROVISIONS make tests on concrete, reinforcing steel, soils and other materials for the construction phase, which the City may decide to test for conformity with the Technical Specifications. The Contractor shall supply the necessary samples for this testing without cost to the City. The costs for actual testing shall be included within the base bid price for each line item which requires testing.

C. Construction in areas where installation and restoration must satisfy the additional requirements of a local, state or federal authority may require testing to demonstrate conformance. The Contractor shall ascertain the extent of testing required by regulatory agencies within these areas. The Contractor is responsible for coordinating the performance such tests, including but not limited to, tests of compaction, and all costs for these tests shall be the obligation of the Contractor and no extra charge shall be made to the City on account of such testing.

1.14 UTILITY CROSSINGS

A. It is intended that wherever existing utilities must be crossed that the pipe may be deflected up to 75% of the manufacturers recommended limits, but shall not exceed the allowable limits of the City. Adequate cover shall be used to adequately clear the obstruction. However, when in the opinion of the Engineer, this procedure is not feasible Engineer may direct the use of fittings to clear a utility crossing as detailed on the Drawings. The cost of such crossing including joint restraints shall be on the basis of the schedule of pay items applied.

B. Deflections and adjustments of the proposed pipelines to avoid all other existing utilities shall be verified/determined in the field during construction.

1.15 BASIS OF MEASUREMENT

A. Where mains are to be paid for on a unit price per linear foot basis, the number of linear feet will be determined by measurement along the centerline of the pipe in place, including fittings.

1.16 ADJUSTMENT AND RELOCATION OF EXISTING LINES

A. When the drawings indicate that existing lines must be deflected, the pipe may be deflected up to 75% of the manufacturer's recommended limits but shall not exceed the allowable limits of the City. The Contractor will be so directed by the Engineer. If the Engineer determines that the use of new pipe and fittings is required for deflection, the Contractor will be directed to use this method. The price for either method shall be based upon the unit prices bid. This does not apply to connections to existing system (Paragraph 1.17, this Section).

1.17 CONNECTION TO EXISTING SYSTEM

A. The Contractor shall perform all work necessary to locate, excavate and prepare for connection to the existing mains as shown on the Drawings. The

01005 - 5 of 7 TECHNICAL PROVISIONS cost of this work and for the actual connection to the existing main shall be based upon the unit prices for installing the pipe and appurtenances and shall not result in any additional cost to the City. The cost of ductile iron sleeves shall be included in the fittings unit price.

B. Additional valves used for the Contractor's convenience shall not be considered as an extra cost payable by the City for the tie-in to the existing system.

C. During all phases of the work, (i.e. installation, testing and restoration), the

Contractor shall ensure at all times the safe operation of the existing water and/or sewage systems. Service to the customers shall be maintained with the least amount of interference and interruption as possible.

1.18 RELOCATIONS

A. The Contractor shall be responsible for the relocation of structures that are shown on the drawings, including, but not limited to, light poles, signs, fences, piping, conduits and drains that interfere with the proposed positioning of the drainage. The cost of all such relocations shall be included in the prices bid for the appropriate items.

1.19 UTILITIES

A. Existing utilities are shown on the Drawings insofar as information is reasonably available; however, it will be the responsibility of the Contractor to preserve all existing utilities whether shown on the Drawings or not. If utility conflicts are encountered by the Contractor during construction, Contractor shall give sufficient notice to their owners so that they may make the necessary adjustments. Damage to any utility, which in the opinion of the City is caused by carelessness on the part of the Contractor shall be repaired at the expense of the Contractor.

1.20 GUARANTEE

A. The Contractor shall guarantee the equipment, material and labor performed under the Contract against any and all failures in proper use and operation for a period of one (1) year from date of written acceptance by the City.

B. The Contractor shall also obtain warranties from manufacturers for each piece of equipment furnished so that the manufacturer's warranty fully covers the equipment for a period of one (1) year from the date of written acceptance by the City.

1.21 PERFORMANCE OF WORK

A. The Contractor shall provide all personnel and equipment required to complete all work specified herein and on the Drawings. In an emergency situation, if the City determines that it must provide staff and/or equipment to assist the Contractor in the satisfactory performance of the Contract terms

01005 - 6 of 7 TECHNICAL PROVISIONS and conditions, the Contractor at the applicable prevailing wage rates shall reimburse the City. Any additional cost accrued by inspector overtime work (i.e. weekends and holidays) will be billed at an hourly rate of $70.00/hr.

B. Contractor shall provide forty-eight (48) hours advance written notice to the

City for approval of Contractor’s intention to work overtime on weekdays or to work on the weekends.

1.22 BARRICADING (SAFETY)

A. The Contractor shall be responsible for the furnishing and maintaining of all required barricades, either the lighted or the reflector type, to ensure the public's safety during open trench work or for any other potentially unsafe or hazardous construction activities. Barricades shall be located and displayed in conformance with the most stringent regulations required by the governing agencies. All costs for barricading, including any permits, shall be the responsibility of the Contractor.

B. All work in public rights-of-way shall be done in strict compliance with these specifications and Broward County Highway Construction and Engineering Services Division “Minimum Standards.” Failure to so comply will result in cessation of operations and the removal of project related obstructions from the right-of-way until compliance is achieved.

1.23 EMERGENCY ACCESS AND SECURITY

A. In order to provide protection to the workers and residents, the Contractor shall maintain emergency access to all adjacent properties at all times during construction. If a road is required to be closed to vehicular traffic and the distance of the closure exceeds 150 feet between stabilized surfaces, or prevents access to properties for a distance that exceeds 150 feet, the Contractor shall provide a 10 foot wide stabilized access way on one side of the trench capable of supporting a Fire Truck. The Contractor shall also provide stabilized access ways across the trench or unstabilized area a minimum of 6 feet in width at a spacing not to exceed 100 feet capable of supporting foot traffic. These access ways shall be protected and delineated with lighted barricades or other such devices as approved by the regulatory agency. Both ends of the emergency access way shall be blocked in accordance with the MOT permit approved by the City with signage indicating that this access way is to be used by emergency vehicles only.

B. No trenches or holes shall be left open after working hours. In the event a trench must be left open after hours, it shall be done so only with the express written permission from the Engineer, and it shall be the Contractor’s responsibility to provide proper protection of the open trench or hole as required by the regulatory agency. In addition, the Contractor shall provide a security guard at the site whenever the Contractor’s personnel are not present, 24 hours per day/ 7 days per week. It shall be the Security Guard’s responsibility to protect the open trench or hole from trespassers and to direct emergency personnel on site. The Security Guard shall not have any other responsibilities such as operating pumps or equipment but shall be

01005 - 7 of 7 TECHNICAL PROVISIONS dedicated to protecting the trench or open hole. The Security Guard shall be equipped with a wireless telephone capable of calling 911 to report an emergency and shall keep that telephone on their person at all times. In addition to this provision the Contractor shall maintain trench safety and comply with current OSHA regulations and the Trench Safety Act. The Contractor shall maintain and keep all safety barricades, signage, flashers, and detours, in operating condition. A copy of the approved MOT plans, and details, shall be on site at all times.

C. Measurement and payment for security guard services shall be included in the utility pipe installation unit price.

D. All roads are to be maintained during the described construction as to always allow Emergency Access. This item will be paid for under the bid item for Mobilization as named in the Bid Schedule.

1.24 VIBRATORY COMPACTION

A. The use of vibratory compaction equipment shall be limited to a total gross weight of three (3) tons. The use of vibratory equipment shall be limited to compacting backfill of utility trenches and subgrade of roadways only. If approved in writing by the Engineer, larger vibratory compaction equipment may be allowed if operated in a static mode only.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION

01010 - 1 of 3 SUMMARY OF WORK

SECTION 01010

SUMMARY OF WORK

PART I - GENERAL

1.01 THE REQUIREMENT

A. The work to be performed under this Contract shall consist of furnishing all tools, equipment, materials, supplies, and manufactured articles and for furnishing all transportation and services, including fuel, power, water, and essential communications, and for the performance of all labor, work, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The work shall be complete, and all work, materials, and services not expressly shown or called for in the Contract documents which may be necessary for the complete and proper construction of the work in good faith shall be performed, furnished, and installed by the Contractor as though originally so specified or shown, at no increase in cost to the City.

B. Prior to construction, the Contractor shall verify existing utilities identified on the Drawings and locate other potential utilities in their working area which may not be shown on the Drawings. The utility verifications consist of excavation to verify tie-in points and to locate potential conflicts that may affect the work as shown on the Drawings. The Contractor shall be responsible for the coordination of this work with the associated utility owners and permitting agencies having jurisdiction over the specific locations to be verified.

1.02 SCOPE

A. Furnish all labor, equipment and materials to construct infrastructure improvements.

Construction of this project will require close coordination with the City and Engineer.

B. The Contractor shall perform the work in accordance with all permits.

C. It is the intent of the City to obtain a complete and working installation under this contract and any items of labor, materials or equipment, which may reasonably be assumed as necessary to accomplish this end, should be supplied whether or not specifically shown on the plans or described herein. Maintenance of the existing utility systems is mandated throughout the construction period.

1.03 WORK BY OTHERS AND FUTURE WORK

A. The Owner reserves the right to add to the work in accordance with the Contract Documents.

B. No work is planned to be performed by the Owner. Contractor is responsible for coordinating ordering and delivery with suppliers.

C. The Contractor shall cooperate fully with all utility forces of the City, or other public or private agencies engaged in the relocation, altering, or otherwise rearranging any facilities which interfere with the progress of the work, and shall schedule the work so as to minimize interference with said relocation, altering, or rearranging of facilities.

01010 - 2 of 3 SUMMARY OF WORK

D. When two or more contracts are being executed at one time on the same or adjacent land in such manner that Work on one contract may interfere with that on another, the City shall determine the sequence and order of the Work. When the territory of one contract is the necessary or convenient means of access for the execution of another contractor, such privilege of access or any other reasonable privilege may be granted by the City to the Contractor.

1.04 PROJECT LOCATION

A. All work is to be performed within the project limits described on the Contract Drawings.

1.05 CONTRACT DRAWINGS

A. The work to be performed shall be as shown on the Contract Drawings.

B. Certain items of material and/or equipment, and their installation may be specified on the Drawings and not mentioned in the Specifications. Such items are to be considered as both shown on the Drawings and noted in the Specifications and be provided by the Contractor in accordance with the Specification on the Drawings.

1.06 CONTRACTOR FURNISHED MATERIALS AND EQUIPMENT

A. All equipment, materials, or devices incorporated in this project shall be new and unused, unless indicated otherwise in the Contract Documents and shall be the products of reliable manufacturers who, unless otherwise specified, have been regularly engaged in the manufacture of such material and equipment for at least five

(5) years. Procedures and additional requirements regarding manufacturer's experience and substitutions are included in Section 01300 – Submittals.

1.07 DRAWINGS OF EXISTING FACILITIES

A. The Contractor shall contact representatives for other utilities, facilities in proximity of the work and Sunshine State One Call Inc., to obtain the as-built information from them directly. The utilities shown on Drawings are based upon available records supplied from various sources. The City makes no guarantee, either expressed or implied, as to their accuracy or completeness.

1.08 FIELD LAYOUT OF WORK

A. All work under this Contract shall be constructed in accordance with the Contract Drawings or as directed by the Engineer. Elevations of existing ground, structures and appurtenances are believed to be reasonably correct but are not guaranteed to be absolute and therefore are presented only as an approximation. Any error or apparent discrepancy in the data shown or omissions of data required for accurately accomplishing the stake-out survey shall be referred immediately to the Engineer for interpretation or correction.

B. All survey work for construction control purposes shall be made by the Contractor at his expense.

01010 - 3 of 3 SUMMARY OF WORK

C. The Contractor shall establish all base lines for the location of the principal component parts of the work together with benchmarks and batter boards adjacent to the work. Based upon the information provided by the Contract Drawings, the Contractor shall develop and make all detail surveys necessary for construction.

D. The Contractor shall have the responsibility to carefully preserve the benchmarks, reference points and stakes. In case of destruction thereof by the Contractor or resulting from his negligence, he shall be held liable for any expense and damage resulting therefrom and shall be responsible for any mistakes that may be caused by the unnecessary loss or disturbance of such bench marks, reference points and stakes.

E. Existing or new control points, property markers, and monuments that will be established or are destroyed during the normal causes of construction shall be re-established by the Contractor; and all reference ties recorded therefore shall be furnished to the Engineer. All computations necessary to establish the exact position of the work shall be made and preserved by the Contractor.

F. The Engineer may check all or any portion of the work, and the Contractor shall afford all necessary assistance to the Engineer in carrying out such checks. Any necessary corrections to the work shall be performed immediately by the Contractor and he shall accept all responsibility for the accuracy and completeness of his work.

1.08 PERMITS REQUIRED

A. Contractor shall prepare, submit and obtain the appropriate right of way permits from the City of Dania Beach Public Works Department.

B. Contractor shall prepare and submit a Stormwater Pollution Prevention Plan and file a

Notice of Intent (NOI) with the Florida Department of Environmental Protection in accordance with National Pollutant Discharge Elimination System (NPDES).

C. Contractor shall prepare, submit and obtain the appropriate dewatering permits from the

South Florida Water Management District if required to construct the project.

D. Contractor shall prepare, submit, and obtain City of Dania Beach Building Department permits, if required.

01020 - 1 of 5 GENERAL REQUIREMENTS

SECTION 01020

GENERAL REQUIREMENTS

1.01 DESCRIPTION OF WORK

A. This section provides additional information applicable to the project. 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.

B. The Specification Divisions and Drawings are an integrated part of the Contract Documents and as such will not stand alone if used independently as individual Sections, Divisions, or Drawing Sheets. The Drawings and Specifications establish minimum standards of quality for this Project. They do not purport to cover all details entering into the design and construction of materials or equipment.

C. All work associated with this project shall be subject to and in compliance with the City of Dania Beach, Broward County, Florida Department of Environmental Protection, and the Florida Department of Transportation and any other agencies exercising jurisdiction.

D. Where portions of the work traverse or cross federal, state, county or local highways, roads, streets, or waterways, and the agency in control of such property has established standard specifications governing items of work that differ from these specifications, the most stringent requirements shall apply.

1.02 QUALITY ASSURANCE

A. Laws and Regulations: Contractor shall give all notices and comply with all laws, ordinances, rules, and regulations applicable to the work. If Contractor observes that the Specifications or Drawings are at variance therewith, Contractor shall give Engineer prompt written notice thereof, and any necessary changes shall be adjusted by an appropriate modification. If Contractor performs any work, knowing or having reason to know, that it is contrary to such laws, ordinances, rules, and regulations, and without such notice to Engineer, Contractor shall bear all costs arising therefrom. However, it shall not be Contractor’s primary responsibility to make certain that the Specifications and Drawings are in accordance with such laws, ordinances, rules, and regulations.

1.03 PROJECT SPECIFICATIONS

A. The applicable portions of the City of Dania Beach and Florida Building Codes shall apply to the project.

1.04 JOB CONDITIONS

A. Permits and Licenses: Contractor shall be responsible for verifying the existence of all necessary permits and licenses prior to start of work, obtaining copies, and for

01020 - 2 of 5 GENERAL REQUIREMENTS complying with provisions or requirements which relate to the performance of construction activities.

B. Any other permits which may be required shall be the Contractor’s responsibility to obtain. Contractor will be required to pay any fees associated with these permits, and any other building permit fees as required.

C. Contractor is required to provide staging and MOT plans for review and approval by the City of Dania Beach.

1.05 WORK SEQUENCE

A. The work shall proceed in a systematic manner so that public inconvenience during construction is minimized.

B. Contractor shall notify the City 48 hours prior to beginning construction.

C. Continuous operation of the City’s existing system is of critical importance. Work that requires the temporary shutdown of any existing operations or utilities shall be planned in detail with appropriate scheduling of the work and coordinated with the City and Engineer. The approved schedule for shutdown or restart shall be indicated on the Contractor’s Progress Schedule, and advance notice shall be given 48 hours in advance so that the City or Engineer may witness the shutdown, tie-in, and start-up.

D. All materials and equipment (including emergency equipment) necessary to expedite tie-in of proposed utilities shall be on hand prior to the shutdown of existing services or utilities.

E. At no time shall the Contractor undertake to close off any lines or open valves or take any other action that would affect the operation of the existing system, except as specifically required by the Drawings and Specifications and after approval is granted by the City. Request approval five (5) working days in advance of the time that interruption of the existing system is required.

F. A detailed sequence of construction shall be submitted by the Contractor and approved by the City and Engineer before any work is started. The City of Dania Beach reserves the right to make changes to the sequence as necessary to facilitate the work or to minimize any conflict with operations.

1.06 USE OF PREMISES

A. Contractor shall not enter upon private property for any purpose without first coordinating with the City and securing the permission of the property owner.

B. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to areas permitted by law, ordinances, permits, or the requirements of the Contract documents and shall not unreasonably encumber the premises with construction equipment or other materials or equipment.

No storage of materials will be allowed on the site.

01020 - 3 of 5 GENERAL REQUIREMENTS

C. Contractor shall conduct his work in such a manner as to avoid damage to private or public property. Any damage to existing structures or work of any kind, or the interruption of utility service, shall be repaired or restored promptly at no additional expense to the City.

D. Contractor shall preserve and protect all existing vegetation such as trees, shrubs, and grass on or adjacent to the site that do not reasonably interfere with the construction, as determined by Engineer. Contractor shall be responsible for all unauthorized cutting or damaging of trees and shrubs, including damage due to careless operation of equipment, stockpiling of materials, or tracking of grass by equipment. Contractor shall be liable for or shall be required to replace or restore at no additional cost to the City, all vegetation that is destroyed or damaged.

E. During the daily progress of the work, Contractor shall keep the premises free from accumulations of waste materials, rubbish, and other debris resulting from work. At the completion of the work, Contractor shall remove all waste materials, rubbish, and debris from and about the premises daily, as well as all tools, appliances, construction equipment and machinery, and surplus materials and shall leave the site clean and ready for occupancy by the City. Contractor shall restore to their original condition those portions of the site not designated for alteration by the Contract Documents.

F. Contractor shall not load or permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the work or adjacent property to stresses or pressures that will endanger it.

1.07 TEMPORARY CONSTRUCTION UTILITIES AND FACILITIES

A. The Contractor shall provide and maintain sanitary facilities for his employees and his subcontractors’ employees that will comply with the regulations of the local and state departments of environmental protection and as directed by the Engineer. The City will provide a place of connection for temporary water, if required, for testing at the site, all fees for water service will be paid for by the Contractor. The Contractor shall provide all temporary piping required to bring the water to the point of use and shall remove the piping when no longer needed.

B. The Contractor shall be responsible for all costs to obtain a source of electric power for construction. All temporary electric power installation shall meet the construction safety requirements of OSHA, state, and other governing agencies.

1.08 SUBMITTALS DURING CONSTRUCTION

A. Engineer will review submittal data for compliance with specifications.

1.09 PROJECT RECORD DRAWINGS

01020 - 4 of 5 GENERAL REQUIREMENTS

A. Engineer will review record drawings prepared and submitted by the General Contractor for compliance with specifications.

1.10 PRE-CONSTRUCTION CONFERENCE

A. Within five (5) workings days following execution of the Contract but before work at the site starts, the Contractor shall meet with the City and its Engineer for discussion of scheduling requirements, procedures for handling shop drawings and other submittals, for processing applications for payment, and to establish a working understanding among the parties as to the work.

1.11 SAFETY AND ACCESS

A. The Contractor shall do all work necessary to protect the general public from hazards, including, but not limited to, surface irregularities or unramped grade changes in pedestrian sidewalk or walkway, and trenches or excavations in roadway.

Barricades, lanterns, and proper signs shall be furnished in sufficient amount to safeguard the public and the work. All barricades and signs shall be clean and serviceable, in the opinion of the City or Engineer.

B. The Contractor shall notify all residences and businesses of planned construction at least 5 working days prior to the start of work in the block where they are located.

Such notices shall be brochures or door-hangers with sufficient information to describe the extent and duration of the planned work. Notification activities shall be coordinated with the City and Engineer.

C. Homeowners and business owners shall be provided reasonable access. The Contractor shall provide temporary sidewalks, bridges or driveway access, including safe passage over open excavations as required.

1.12 ACCIDENT REPORTS

A. In addition, the Contractor must promptly report in writing to the Engineer all accidents whatsoever arising out of, or in connection with, the performance of the work whether on, or adjacent to, the site, giving full details and statements of witnesses. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to the Project Manager.

B. If a claim is made by anyone against the contractor or any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the City and Engineer, giving full details of the claim.

1.13 FIRE PREVENTION AND PROTECTION

A. The Contractor shall perform all work in a fire-safe manner. He shall supply and maintain on the site adequate fire-fighting equipment capable of extinguishing incipient fires. The Contractor shall comply with applicable federal, state, and local fire-prevention regulations. Where these regulations do not apply, applicable parts of the National Fire Prevention Standard for Safeguarding Building Construction Operations (NFPA No. 241) shall be followed.

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1.14 ACCESS FOR POLICE, FIRE, SOLID WASTE, AND POSTAL SERVICE

A. Notify the fire department, police department, and Public Works before closing any street or portion thereof. No closing shall be made without the City’s approval of MOT plan. Notify said departments when the streets are again passable for emergency and solid waste vehicles. Do not block off emergency vehicle access to consecutive arterial crossings or dead-end streets, in excess of 300 linear feet, without special written permission from the fire department. Conduct operations with the least interference to fire equipment access, and at no time prevent such access.

B. Maintain postal service facilities in accordance with the requirements of the U.S.

Postal Service.

PART 2 – PRODUCTS

2.01 MATERIALS

A. Contractor shall at his own expense furnish all supplies, labor, and facilities necessary to install all materials in a manner satisfactory to Engineer.

PART 3 – EXECUTION - (Not Used)

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SECTION 01021

OWNER ALLOWANCES

PART 1 - GENERAL

1.01 DESCRIPTION

A. This Section provides for administrative procedures for the Contractors utilization of monetary amounts for Owner Allowances when contained in the Contract Price or Total Base Bid.

B. The Contractor has included in the Contract Price all Allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer.

C. The Contractor agrees that an Allowance, if any, is for the sole use of Owner to cover unanticipated or undetermined costs.

D. All Owner Allowances which remain unused, in whole or in part, remain the property of the Owner

1.02 RELATED SECTIONS

A. Section 01025 – Measurement and Payment B. Section 01152 – Application for Payment

1.03 SCHEDULE OF ALLOWANCES

A. Bid Form: Allow the lump sum of $20,000 for Permitting Fee Allowance.

1.04 PROCEDURES FOR ADMINISTRATION OF ALLOWANCES

A. Funds will only be drawn from Owner Allowances by receiving prior written approval from the Owner and the Engineer.

B. Costs shall be as represented in the Unit Price Schedule.

C. Payment shall be as represented in Section 01025 – Measurement and

Payment.

1.05 COSTS INCLUDED IN PERMITTING FEE ALLOWANCES

A. Cost of the permit application fee determined by the Agency at the time of the Contractor’s submittal. All other costs associated with obtaining the required permits, such as preparing plans, reports, or calculations, overhead costs, permit runners, expedited fees etc. shall be the responsibility of the Contractor.

01021 - 2 of 2 OWNER ALLOWANCES

01025 - 1 of 15 MEASUREMENT AND PAYMENT

SECTION 01025

MEASUREMENT AND PAYMENT

1.01 SCOPE

A. The following explanation of the Measurement and Payment for the bid items is provided; however, the omission of reference to any item shall not alter the intent of the Bid Form or relieve the Contractor of the necessity of constructing a complete project under this Contract.

B. The quotations prepared by the Contractor for the various items of work are intended to establish a total price for completion of the work in its entirety. Should the contractor feel that the cost for any particular work item has not been established by the Schedule of Payment items or this section, the Contractor shall include the cost for that work in one of the bid items so the proposal for the project reflects the total cost to complete the work in its entirety.

C. 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 quantity of any item or portion of the work during the progress of construction in accordance with the terms of the Contract. The Schedule of Values shall serve as a basis of developing additive or deductive Change Orders.

D. Unit prices are used as a means for computing the bid, for Contract purposes, for periodic payments, for determining value of additions or deletions.

E. Payment shall be made for the items listed on the Bid Form on the basis of the work actually performed and completed, such work including but not limited to, the furnishing of all necessary labor, materials, equipment, tools, transportation, delivery, disposal of waste and surplus material, restoration and all other appurtenances to complete the construction and installation of the work as shown on the drawings and described in the specifications.

1.02 DESCRIPTION OF WORK

A. This section defines the method that will be used to determine the quantities of work performed or a material supplied and establishes the basis upon which payment will be made.

B. Prices shall include all costs required for the completed, in-place construction of the specified unit of Work. This may include but not be limited to, materials and delivery;

cost of installation; incidentals; labor including social security, insurance, and other required fringe benefits; workman's compensation insurance; bond premiums; rental of equipment and machinery; taxes; testing; surveys; incidental expenses; and supervision.

1.03 SUBMITTALS

A. Informational:

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1. Schedule of Values

2. Application for Payment

3. Final Application for Payment

B. Submittals shall be in accordance with Section 01300.

1.04 REFERENCES

A. FDOT Standard Specifications for Road and Bridge Construction, Latest Edition

B. FDOT Design Standards for Design, Construction, Maintenance and Utility

Operations in the State Highway System, Latest Edition

C. Manual of Uniform Traffic Control Devices

D. Broward County Public Works and Transportation Department, Highway Construction and Engineering Division Minimum Standards

E. City of Dania Beach Public Works Standards

1.05 SCHEDULE OF VALUES

A. Contractor shall prepare a schedule of values for review with the return of the executed agreement to the Owner. The schedule shall contain the installed value of the component parts of work for the purpose of making progress payments during the construction period.

B. The schedule shall contain sufficient detail for proper identification of work accomplished. The sum of all scheduled items shall equal the total value of the contract.

C. Unit Price Work: Reflect unit price quantity and price breakdown from the conformed bid form.

D. Lump Sum Work:

1. Reflect Schedule of Values

2. List Bonds and Insurance, Mobilization, Demobilization, System Testing and Contract Closeout separately.

3. Breakdown Divisions 2 through 17 with appropriate subdivision of each

Specification.

E. An unbalanced, front-end-loaded schedule will not be acceptable.

1.06 RESTORATION

A. Where pavement, pipes, valves, structures, appurtenances, trees, shrubbery, fences, other property or structures not designated as pay items, have been damaged, removed or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the Contract Documents, state laws, municipal ordinances or the specific direction of the Engineer, or through

01025 - 3 of 15 MEASUREMENT AND PAYMENT failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced or repaired at the expense of the Contractor to a condition equal to that before Work began within a time frame approved by the Engineer. Such restoration is considered incidental to construction and shall not be assigned to any pay item.

1.07 EXPLORATORY EXCAVATIONS

A. Depths to existing utilities as shown on the drawings are approximate only. The Contractor shall verify the exact locations and depths of all utilities shown, and the Contractor shall make exploratory excavations of all utilities that may interfere with the Work. All such exploratory excavations shall be performed as soon as practicable after award of the contract and, in any event, a sufficient time in advance of construction to avoid possible delays to the Contractor's Work. When such exploratory excavations show the utility location as shown to be in error, the Contractor shall notify the Engineer immediately. The number of exploratory excavations required shall be that number which is sufficient to determine the alignment and grade of the utility. Excavations shall be considered incidental to the cost of construction and shall be conducted at the Contractor’s expense.

1.08 TESTING, SURVEY AND RECORD DRAWINGS

A. All survey layout and record drawings shall be considered incidental to the cost of construction as defined in individual line items and shall include all calculations and field Work required, in order to establish all horizontal and vertical controls, set all stakes needed, such as grade stakes, offset stakes, reference point stakes, slopes stakes, and other reference marks or points necessary to provide lines and grades for construction and as-builting of all roadway, utility construction and miscellaneous items.

B. All testing shall be considered incidental to the cost of construction as defined in individual line items and shall include all field testing and laboratory Work including reports as required by the plans and specifications and agencies having jurisdiction over the project.

1.09 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. Cleanup

2. Maintaining the existing quality of service during construction.

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

4. Products wasted or disposed of in a manner that is not acceptable.

5. Products determined as unacceptable before or after placement.

6. Products placed beyond the lines and levels of the required Work.

7. Products remaining on hand after completion of the Work.

8. Loading, hauling, and disposing of rejected Products.

9. Wastewater Bypass pumping (if applicable).

10. Response to sewer backups (at any time).

11. Replacement of any utilities or facilities damaged by the contractor within the project limits.

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B. Cleanup: Contractor’s attention is called to the fact that cleanup is considered a part of the work of construction. No payment will be made until cleanup is essentially complete.

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

1.10 APPLICATION FOR PAYMENT

A. Include accepted schedule of values for each portion of work and the unit price breakdown for the work to be paid on a unit price basis, and a listing of Owner selected equipment, if applicable, and allowances, as appropriate.

B. Preparation:

1. List each Change Order and Written Amendment executed prior to date of submission as a separate line item.

2. Submit application for payment, a listing of materials on hand as applicable, and such supporting data as may be requested by the Owner/Engineer.

1.11 CHANGE ORDER PROCEDURE

A. Requests for Change Orders shall be prepared by the Contractor and submitted to the Engineer in accordance with the schedule established by the Conditions of the Contract and the Agreement.

1.12 DEWATERING AND CONTAMINATED SITES

A. Per Broward County Pollution Prevention, Remediation and Air Quality Division, if the project site is within 0.5 miles of a known contaminated site and the Contractor determines dewatering is required, it is the Contractor’s responsibility to obtain dewatering permits from any jurisdiction having authority such as the South Florida Water Management District or the Broward County Pollution Prevention, Remediation and Air Quality Division. The Contractor must provide any groundwater well monitoring, sampling, as well as adhere to any other permit conditions.

B. This is in addition to a dewatering permit, if required, by SFWMD. This effort shall be considered incidental to the Contractor’s cost of construction and price for each applicable bid item.

1.13 PROJECT ALLOWANCE

A. A project allowance is included for miscellaneous restoration and conflicts as determined in the field. Approval by the Owner and Engineer is required prior to the contractor performing any additional work. The amount included under the Information Page is an allowance that will be adjusted to the actual amount with approval from the Owner and Engineer.

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PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION

3.01 BID ITEM NO. 1 – BONDS AND INSURANCE

A. Measurement: Payment shall be made as a percentage of the Lump Sum Price for the Stormwater Improvements as specified in the Bid Tab schedule.