HomeMy WebLinkAboutAgreement_General_7/9/2020_Johnson Davis, Inc.PROJECT WORK AUTHORIZATION NO.1 WITH JOHNSON-DAVIS FOR PIPELINE
CONSTRUCTION PROJECTS
THIS PROJECT WORK AUTHORIZATION NO. 1 is entered into and effective this I
day of A tU A40 , by and between the VILLAGE OF TEQUESTA, a Florida municipal
corporation with offices located at 345 Tequesta Drive, Tequesta, Florida 33469-0273, organized
and existing in accordance with the laws of the State of Florida, hereinafter the "Village"; and
JOHNSON-DAVIS, INC., a Florida corporation with offices located at 604 Hillbrath Drive,
Lantana, Florida 33462, hereinafter the "Contractor" and collectively with the Village, the
"Parties".
1.0 Authorization
This Project Work Authorization is issued pursuant to the Agreement for Pipeline Continuing
Construction services between the Village and the Contractor, dated June 11, 2020, hereinafter the
"Agreement". If there are any conflicts between the terms and conditions of this Project Work
Authorization and the Agreement, the terms and conditions of the Agreement shall prevail.
2.0 Project Description:
The Utilities Department has identified a need to replace approximately 3,300 linear feet of
asbestos cement water main on South Beach Road.
3.0 Scope of Services
Under this Project Work Authorization, the Contractor will provide the construction services to
the Village as detailed in the Drawings and Technical Specifications prepared by Kimley-Horn &
Associates incorporated herein as Exhibit "A".
4.0 Schedule
The services to be provided under this Project Work Authorization shall be Substantially Complete
within one hundred and fifty (150) calendar days and Finally Complete within one hundred and
eighty (180) calendar days from the Village's issuance of a Notice to Proceed.
5.0 Liquidated Damages
Contractor shall pay the Village $250 for each day that expires after the time (as duly adjusted
pursuant to the Agreement) specified in the Schedule above for Substantial Completion or Final
Completion until the Work is substantially complete or finally complete respectively.
6.0 Compensation
In consideration for the above Scope of Services and within the Agreement, pricing shall be
pursuant to the Agreement. In consideration for the above Scope of Services and pursuant to
Exhibit `B", the Village shall pay the Contractor a total amount not to exceed four hundred
nineteen thousand, one hundred eighty-one dollars and forty-three cents ($419,181.43).
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date and
year first above written.
ATTEST:
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Lori McWilliams, MMC
Village Clerk
N-DAVIS, INC.
By: Robert A Hop ; Vice President
(Corporate Seal)
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INCORPORATED:
Ex. A
SECTION 01010
SUMMARY OF WORK
PARTI - GENERAL
1.01 WORK COVERED BY THESE CONTRACT DOCUMENTS
The Contractor shall furnish all labor and materials necessary to perform the water
main replacement as shown on the plans in Tequesta, Florida. The project shall
include all piping, fittings, couplings, accessories and appurtenances, site
restoration, temporary provisions to maintain water service to residents to the extent
practical, testing, bacteriological clearance of the water main, pressure testing of
the water main, water service connection, removal and/or grout filling of the existing
piping as specified, obtaining all required permits, compliance with permit
conditions, Village of Tequesta (Village) Water Utility Standards and Palm Beach
County (PBC) Standards, and any other items depicted on the drawings and
described in these documents and reference materials.
In addition to infrastructure improvements, this project shall include roadway, swale
and shoulder restoration located in the public right-of-way including pavement,
signage, driveways, fencing, landscaping and other miscellaneous items. These
items shall be restored as shown on the construction drawings but at a minimum
they should be restored to their original condition or better.
Contractor's Duties-
1. Except as specifically noted, provide and pay for-
a. Mobilization and demobilization
b. Labor, materials, and equipment
C. Tools, construction equipment, and fuel
d. Water and utilities required for construction
e. Temporary utilities, provisions, and controls
f. Freight and sales tax
g. Maintenance of traffic
h. Surveying and field engineering
i. Locating and protecting existing utilities
j. Compliance with all of the conditions of the permits issued and
required to be obtained by the Contractor for this project
k. Coordination of schedule with all property owners effected by the
water main installation and service relocation
1.02 CONTRACTS
A. Construct the Work under a Unit Price contract.
01010-1
B. Subcontractors (when used) shall be supervised by and work directly for
the contractor.
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.
1.04 WORK SEQUENCE
A. Sequence of work will be discussed and decided at the Pre-Work
Conference.
B. To the greatest extent practical, the new water main areas will need to be
placed into service prior to the existing water main being abandoned and all
customers shall be served during the duration of construction with minimum
disruption. Where this is not feasible, the contractor shall employ temporary
connections as needed.
C. Work shall only be performed during the authorized construction hours and
days as specified by the Village of Tequesta. If work needs to be performed
outside of the authorized hours and/or days to allow the work to progress,
special permission from the Village shall be requested by the Contractor a
minimum of 14 days before this work is to begin.
D. The Contractor shall coordinate closely with the Village of Tequesta for an
optimal construction schedule that minimizes disruption to service and
normal traffic flow. Evening and weekend work hours may be required and
shall be coordinated with the Village of Tequesta prior to commencement.
1.05 CONTRACTOR-FURNISHED PRODUCTS AND RESPONSIBILITIES
A. Products furnished to the site and paid for by the Contractor-
1. All products necessary to complete the work described herein
these contract documents and specifications.
B. Contractor's Responsibilities-
1. Review and incorporate Owner-reviewed shop drawings, product
data, and samples into the construction of the project.
2. Prepare, apply for, and obtain permits that are specified to be
obtained by the Contractor.
3. Provide for the notification of residents for work on private property,
including door hangers, individual meetings, public meetings, etc.
4. Receive and unload products at site; inspect for completeness or
damage jointly with Owner.
01010-2
5. Repair or replace items damaged after receipt.
6. Arrange and pay for product delivery to site.
7. Handle, store, install, and delivered products.
8. Submit claims for transportation damage and replace damaged,
defective, or deficient items.
9. Arrange for manufacturers' warranties, inspections, and service.
1.06 CONTRACTOR'S USE OF THE PREMISES
A. All work shall be within the limits of the County right-of-way (ROW) and
easements to the greatest extent practical. The Contractor shall be
responsible for maintenance of traffic when working within the public ROW.
This project will require close coordination between the Village, County and
the Contractor during construction.
B. The Contractor shall be fully responsible for the safety and security of the
construction area including any temporary measures required to maintain its
protection. The Contractor will be responsible for any damages or theft
incurred to his tools, equipment, machinery, and new work in-place not yet
fully accepted by the Owner.
C. The Contractor shall be responsible for maintenance of traffic when working
within the public ROW.
D. The Contractor shall maintain vehicular and pedestrian access to driveway
entrances to the greatest extent practical. A minimum of one traffic lane
should remain open to the greatest extent practical.
1.07 PERMITS REQUIRED
A. The Contractor will be responsible for complying with all conditions specified in
each of the project's permits and licenses. A description of the project permits is
described in Specification 01060.
PART 2 — PRODUCTS
NOT USED.
PART 3 — EXECUTION
NOT USED.
END OF SECTION
01010-3
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01010-4
SECTION 01020
MAINTENANCE AND PROTECTION OF PROPERTIES
PART 1 - GENERAL
1.01 MAINTENANCE OF AREA UNDER CONSTRUCTION
A. The Contractor should use the following as a guideline to plan and control
the areas under construction.
1. No trench shall remain open at the end of each workday.
2. Restrict the length of open excavation (down to pipe zone) to a
maximum of 100-LF.
3. Contractor shall be responsible to restore local traffic access at end
of each workday whenever possible & reasonable.
4. Contractor shall coordinate with the Owner to ensure detour routes
will be clear.
5. Contractor shall provide bridging or temporary backfill of an open
trench within a reasonable time period when requested to allow
access to residential and commercial driveways throughout the
duration of work.
6. All driveways shall be open and accessible each night at the end of
work, unless approved otherwise by the Village.
B. All closed trenches should receive a temporary rock surface in order to
accommodate local vehicular and pedestrian traffic each night. Temporary
surface shall be a minimum of four inches road base material, compacted,
graded and maintained by the Contractor.
C. The Contractor shall perform his construction activities within the following
time periods: Within 3 days after acceptance of the trench backfill, the base
shall be restored including priming and/or sealing and shall be open for
traffic. The asphalt wearing surface shall be replaced no later than 2 weeks
after completion of the base course with complete surface restoration within
the ROW including grassing, sodding and all concrete work within 4 weeks
after completion of restoration of the base course. Any restoration or repair
work required to be completed on private property must be completed within
either 48 hours of completion of work or in the case of repair to construction
damage, following notification for the need for such repair.
1.02 PROTECTION OF EXISTING AND ADJACENT PROPERTIES
01020-1
A. All shrubbery, paved streets and walks, driveways, fences and walls,
adjacent structures and equipment shall be fully protected against damage
during each stage of the project. Any damage by the Contractor shall be
fully restored to original condition unless indicated otherwise on the
drawings or by the Owner.
B. The use of heavy vibratory rollers in compacting the fill has the potential to
cause some movement of any nearby structures founded on shallow
mats/footings. For these reasons, the use of heavy vibratory drum rollers is
not recommended in residential and commercial areas. Trench backfill
should be compacted using walk behind vibratory equipment. As part of the
pre-construction activities, the Contractor is required to perform a condition
survey of buildings adjacent to the roadways as a basis for establishing
preconstruction building assessments for defense or verification of
construction damage claims. It may be necessary for the Contractor to
provide a vibration monitoring plan as part of his construction activities.
C. Contractor shall protect all property that may be affected by his work or
operations. The location and extent of underground and covered facilities
are not guaranteed, and the Contractor is cautioned to proceed with care in
order to prevent the undermining or damage to existing structures, piping, or
facilities.
D. In the event any of the Contractor's activities were to disrupt or endanger
any facilities, he shall at his own expense make all necessary repairs or
replacements necessary to correct the situation to the satisfaction of the
Engineer. Such work shall progress continuously to completion on a 24-hour
per day, seven workday basis. The Contractor shall be responsible for the
services of repair crews on call 24 hours per day for emergencies that arise
involving work under this Contract.
1.03 SITE CONDITIONS
A. Site Investigation and Representation
1. The Contractor acknowledges satisfaction as to the general nature
and location of the work, the general and local conditions, particularly
those bearing upon availability of transportation, availability of labor,
water, electric power, roads, and uncertainties of weather, or similar
physical conditions, the character of equipment and facilities needed
preliminary to and during the prosecution of the work, and all other
matters which can in any way affect the work or the cost thereof under
this contract.
2. Failure by the Contractor to become acquainted with the physical
conditions and all the available information will not relieve the
01020-2
Contractor from responsibility for properly estimating the difficulty or
cost of successfully performing the work.
3. The Contractor warrants that as a result of examination and
investigation of all the aforesaid data, the Contractor can perform the
work in a good and workmanlike manner and to the satisfaction of the
Owner. The Owner assumes no responsibility for any representations
made by any of its officers or agents during or prior to the execution of
this Contract, unless (1) such representations are expressly stated in
the Contract, and (2) the Contract expressly provides that the
responsibility therefore is assumed by the Owner.
B. Information on Site Conditions
1. Subsurface Investigations
a. The Contractor shall be responsible for having determined to his
satisfaction, prior to the submission of his bid, the nature and
location of the work, the conformation of the ground, the character
and quality of the substrata, the types and quantity of materials to
be encountered, the nature of the groundwater condition, the
character of equipment and facilities required preliminary to and
during the performance of the work, the general and local
conditions and all other matters which can in any way affect the
work under this Contract. The prices established for the work to
be done shall reflect all costs pertaining to the work. Any claims
for extras based on the substrata or ground water table conditions
will be disallowed.
b. The Contractor further acknowledges that he assumes all risk
contingent upon the nature of the subsurface conditions actually
encountered by him in performing the work covered by the
Contract, even though such actual conditions may result in the
Contractor performing more or less work than he originally
anticipated.
1.04 PROTECTION OF EXISTING UTILITIES
A. Contractor's Responsibility for Utility Properties and Service
1. Where the Contractor's operations could cause damage or
inconvenience to telephone, television, power, water, or sewer
systems, the operations shall be suspended until all arrangements
necessary for the protection of these utilities and services have been
made by the Contractor with the owner of the utility affected.
2. Notify all utility offices which are affected by the construction
operation at least 48 hours in advance. Under no circumstances
01020-3
should any utility be exposed without first obtaining permission from
the appropriate agency. Once permission has been granted, locate,
expose, and provide temporary support for all existing underground
utilities.
3. The Contractor shall be solely and directly responsible to the Owner
and operators of such properties for any damage, injury, expense,
loss, inconvenience, delay, suits, actions, or claims of any character
brought because of any injuries or damage which may result from the
construction operations under this Contract.
4. Neither the Owner nor its officers or agents shall be responsible to
the Contractor for damages as a result of the Contractor's failure to
protect utilities encountered in the work.
5. In the event of interruption to domestic water, sewer, storm drain, or
other utility services as a result of accidental breakage due to
construction operations, promptly notify the proper authority.
Cooperate with said authority in restoration of service as promptly as
possible and bear all costs of repair. In no case shall interruption of
any water or utility service be allowed to exist outside working hours
unless prior approval is granted.
6. The Contractor will take steps to collect and dispose of all sewage
that leaks and/or spills during the performance of this contract. Any
leakage or spillage will be cleaned up to the satisfaction of the
Department of Environmental Protection.
7. In the event the Contractor encounters sanitary service or water
service lines that interfere with trenching, he may, by obtaining prior
approval of the property owner, Owner or Fire Department as
applicable, and the Engineer, cut the service, dig through, and restore
the service with similar and equal materials at the Contractor's
expense.
8. The Contractor shall replace in kind, at his own expense, all existing
utilities or structures removed or damaged during construction, unless
otherwise provided for in these Contract documents or ordered by the
Engineer. This includes any irrigation systems along the corridor.
B. Interfering Structures
1. Take necessary precautions to prevent damage to existing structures
whether on the surface, aboveground, or underground.
2. Protect underground and aboveground existing structures from
damage, whether or not they lie within the limits of the easements
obtained by the Owner. Where such existing fences, gates,
driveways, sheds, buildings, or any other structure must be removed
in order to properly carry out the construction, or are damaged during
construction, restore to their original condition to the satisfaction of
the Village and the property owner involved at the Contractor's own
01020-4
expense. Notify the Engineer of any damaged underground structure
and make repairs or replacements before backfilling.
3. Without additional compensation, the Contractor may remove and
replace in a condition as good as or better than original, such small
miscellaneous structures as fences, mailboxes, and signposts that
interfere with the Contractor's operations.
C. Field Relocation
1. During the progress of construction, it is expected that minor
relocations of the work will be necessary. Such relocations shall be
made only by direction of the Engineer. If existing structures are
encountered which prevent the construction, and which are not
properly shown on any Contract Drawings, notify the Engineer before
continuing with the construction in order that the Engineer may make
such field revisions as necessary to avoid conflict with the existing
structures. If the Contractor shall fail to do so, notify the Engineer
and proceeds with the construction despite this interference when an
existing structure is encountered, he shall do so at his own risk.
1.05 PRESERVATION, RESTORATION, AND CLEANUP
A. Site Restoration and Cleanup
1. At all times during the work, keep the premises clean and orderly, and
upon completion of the work, repair all damage caused by equipment
and leave the project free of rubbish or excess materials of any kind.
2. Stockpile excavated materials in a manner that will cause the least
damage to adjacent lawns, grassed areas, gardens, shrubbery, or
fences, regardless of whether these are on private property, or on
state, county, or the Village rights-of-way. Remove all excavated
materials from grassed and planted areas and leave these surfaces in
a condition equivalent to their original condition.
3. All existing drainage ditches and culverts shall be reopened and
graded, and natural drainage restored. Restore culverts broken or
damaged to their original condition and location.
4. Upon completion of pipe laying and backfilling operations, clean all
former grassed and planted areas, leaving all disturbed areas free
from rocks, gravel, clay, or any other foreign material. The finished
surface shall conform to the original surface and shall be free-
draining and free from holes, ruts, rough spots, or other surface
features detrimental to a seeded area.
B. Finishing of Site, Borrow, and Storage Areas
01020-5
1. Upon completion of the project, all areas used by the Contractor shall
be properly cleared of all temporary structures, rubbish, and waste
materials and properly graded to drain and blend in with the abutting
property. Areas used for the deposit of waste materials shall be
finished to properly drain and blend with the surrounding terrain.
C. Street Cleanup During Construction
1. Thoroughly clean all spilled dirt, gravel, or other foreign material
caused by the construction operations from all streets and roads at
the conclusion of each day's operation to the satisfaction of the
Owner. Sidewalks, unless under construction, shall be kept clear of
material, and available for pedestrian use at all times.
D. Dust Prevention
1. Give all unpaved streets, roads, detours, haul roads or disturbed
areas used in the construction area an approved dust-preventive
treatment or periodically water to prevent dust. Applicable
environmental regulations for dust prevention shall be strictly
enforced.
E. Preservation of Irrigation and Drainage Ditches
1. After backfilling of the trenches, restore all irrigation and storm drain
ditches destroyed, damaged, or otherwise modified during
construction to a condition equivalent, in the opinion of the Engineer,
to the condition of the ditch before construction. Ditches so
reconstructed shall be built in their original locations.
END OF SECTION
01020-6
SECTION 01030
HURRICANE PREPAREDNESS
PART 1 - GENERAL
1.01 HURRICANE PREPAREDNESS PLAN
A. The Contractor's attention is drawn to the possibility of hurricane or
severe storm conditions occurring at the site of work during the course of
Contract Work.
B. Within fourteen (14) days of the date of the Notice to Proceed, the
Contractor shall submit to the Engineer and Owner a Hurricane
Preparedness Plan. The plan should outline the necessary measures
which the Contractor proposes to perform at no additional cost to the
Owner in case of a hurricane or severe weather warning.
C. In the event of inclement weather, or whenever the Owner shall direct, the
Contractor shall, and will, cause Subcontractors to carefully protect the
Work and materials against damage or injury. Work and materials
damaged due to inclement weather shall be removed and replaced at the
expense of the Contractor.
1. Hurricane Watch: Upon designation of a hurricane watch, the
Contractor shall be responsible for storing all loose supplies and
equipment on the job site that may pose a danger. In addition, the
Contractor shall remove all bulkheads and plugs in pipelines that
would impede drainage in the event of flooding. Structures that
may be in danger of floatation shall be flooded. The Contractor
shall also cooperate with the Owner in protecting any other
structures at the site.
2. Hurricane Warning: No mobile "temporary facility" under the
control of or on the property of the Owner shall be staffed during a
hurricane warning. Contractor facilities meeting these criteria shall
be evacuated. Reasonable steps shall be taken to protect all such
facilities and their contents from damage and to avoid the facility
causing damage to the surroundings. Reasonable steps shall be
taken to protect existing improvements from damage and to avoid
damage to the surroundings caused by staged materials,
equipment, or other facilities related to the project.
D. The Contractor may be required to backfill excavation depending on the
severity of the approaching storm or the expected amount of rainfall.
Additionally, erosion protection and inlet protection may also be required
01030-1
by the Owner depending on the site conditions at the time of the
Hurricane Watch.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
END OF SECTION
01030-2
SECTION 01050
FIELD ENGINEERING AND SURVEYING
PART 1 - GENERAL
1.01 DESCRIPTION
A. The Contractor shall provide and pay for field engineering and surveying
services required for the project.
B. The Owner's representative will identify existing control points, as required.
1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE:
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Section 01010 - Summary of Work
C. Section 01300 — Submittals and Progress Schedules
D. Section 01720 - Project Record Drawings
1.03 QUALIFICATIONS OF SURVEYOR
A. Professional Land Surveyor (PLS) registered in the State of Florida.
1.04 SURVEY REFERENCE POINTS
A. Existing horizontal and vertical control points for the project are those
designated on the drawings.
B. The Contractor shall locate and protect survey control and reference points.
The Contractor shall provide additional benchmarks as required to construct
the project.
C. Control datum for survey is that indicated on Drawings.
D. Protect survey control points prior to starting site work; preserve permanent
reference points during construction.
E. Promptly report the loss or destruction of any reference point or relocation
required because of changes in grades or other reasons to the Engineer.
01050-1
F. Replace dislocated survey control points based on original survey control.
Make no changes without prior written notice to Engineer.
1.05 PROJECT SURVEY REQUIREMENTS
A. Establish lines, grades, and elevations by instrumentation or similar
appropriate means utilizing recognized engineering survey practices.
B. Horizontal alignment for the proposed construction will be controlled by
property lines, easement boundaries, and existing structures. The
Contractor shall be responsible to establish reference lines and necessary
offsets to establish piping alignment, and equipment and structure location.
C. Vertical alignment for the proposed construction will be based on the existing
grades and benchmarks identified on the drawings. The Contractor shall be
responsible to establish proposed grades. The grade stakes shall be
provided by the Contractor.
D. Establish a minimum of two permanent bench marks on site, referenced to
established control points per project area. Record locations, with horizontal
and vertical data, on project record documents.
E. Periodically verify layouts by same means.
F. Prior to destruction of existing improvements, record existing grades to be
used in reconstruction to assure proper flow of surface water runoff is
maintained after restoration.
1.06 RECORDS
A. Maintain a complete, accurate log of all control and survey work as it
progresses.
B. Upon completion of the project, prepare record drawings in accordance with
related specification section.
1.07 SUBMITTALS
A. Submit name and address of Surveyor/Engineer to Owner.
B. On request, submit copies of field notes and documentation verifying the
accuracy of the survey work.
01050-2
1.08 EXAMINATION
A. The Contractor is responsible for verifying survey control points prior to
initiation of work.
B. The Contractor shall promptly notify Engineer of any discrepancies
discovered.
1.09 QUALITY CONTROL
A. Quality control of the Work shall be the Contractor's responsibility and
Contractor shall make every effort to produce the best quality work, as
specified on the drawings and specifications.
B. Forty-eight (48) hour notification to the Engineer by the Contractor shall be
required for all specified field investigations unless otherwise noted.
PART 2 — PRODUCTS
NOT USED.
PART 3 — EXECUTION
NOT USED.
END OF SECTION
01050-3
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01050-4
SECTION 01060
REGULATORY REQUIREMENTS AND NOTIFICATIONS
PART 1 - GENERAL
1.01 GENERAL REQUIREMENTS
A. Obtain and pay for all permits and licenses as required for construction of
the project.
B. Schedule all inspections and obtain all written approvals of the agencies
required by the permits and licenses.
C. Comply with all conditions specified in each of the permits and licenses.
D. The Contractor shall keep a copy of all permits and easements complete
with conditions, attachments, exhibits, and modifications at the work site
and provide copies of the permits to the appropriate subcontractors. The
Contractor is responsible for ensuring that the permit conditions are
explained to the appropriate construction personnel.
1.02 PERMITS OBTAINED BY OWNER
The Owner will apply and pay for the following permits-
1. PALM BEACH COUNTY HEALTH DEPARTMENT: The General Permit for
Construction of a Water Main Extension for PWSs from the Palm Beach
County Health Department for the project has been obtained for this project
by the Owner. A copy of this permit has been included in Appendix A. The
contracts shall conform to the conditions of this permit as part of this
contract.
1.03 PERMITS OBTAINED BY CONTRACTOR
A. Contractor shall prepare, submit and obtain the appropriate right of way
permit(s) from Palm Beach County Public Works Department. A copy of the
application has been included in Appendix B. The Contractor shall conform
to the conditions of this permit as part of this contract.
B. The Contractor shall prepare and pay for the Notice of Intent (NOI) to use
the Generic Permit for Stormwater Discharge from Construction Activity,
which will include Stormwater Pollution Prevention Plan (SWPPP) as
required by F.A.C. 62-621.300(4) and the Environmental Protection Agency
01060 - 1
(EPA) as part of the National Pollutant Discharge Elimination System
(NPDES). (See Appendix B)
1. Contractor shall prepare, submit and obtain the appropriate dewatering
permits and/or any temporary stormwater discharge permits from the South
Florida Water Management District and/or Florida Department of
Environmental Protection.
1.04 NOTIFICATION
A. The Contractor is required to notify the Owner and any applicable
permitting agency who requires notification as part of their permit condition
within the timeframe stated on the permit. If no time exists, notification
shall be a minimum of 48 hours prior to initiating construction.
B. Utility Companies: Contractor shall notify the Sunshine State One Call of
Florida (SSOCF) service at 811, 48 hours prior to digging for direct bury
and 10 days prior to digging or initiating construction of underwater
construction activities, as required by Florida Statues Chapter 556
throughout the duration of the construction project.
C. The Contractor shall give the Engineer not less than seven (7) calendar
days notice of the time and place (or places) where he will start the work.
1.04 PERMIT CONDITIONS
A. Contractor shall comply with and furnish all items necessary to satisfy any
general or specific conditions that are a part of the Owner obtained
permits.
PART 2 — PRODUCTS
NOT USED
PART 3 — EXECUTION
NOT USED
END OF SECTION
01060 - 2
SECTION 01090
REFERENCE STANDARDS
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Abbreviations and acronyms used in Contract Documents to identify
reference standards.
1.02 QUALITY ASSURANCE
A. Application: When a standard is specified by reference, comply with
requirements and recommendations stated in that standard, except when
requirements are modified by the Contract Documents, or applicable
codes establish stricter standards.
B. Publication Date: The publication in effect on the date of issue of Contract
Documents, except when a specific publication date is specified.
C. For Products or workmanship specified by association, trade, or other
consensus standards, comply with requirements of the standard, except
when more rigid requirements are specified or are required by applicable
codes.
D. Conform to reference standard by date of issue current on bid date.
E. Obtain copies of standards when required by the Contract Documents.
F. Maintain copy at project site during submittals, planning, and progress of
the specific work, until Substantial Completion.
G. Should specified reference standards conflict with Contract Documents,
request clarification from the Engineer before proceeding.
H. Neither the contractual relationship, duties, nor responsibilities of the
parties in Contract nor those of the Engineer shall be altered by the
Contract Documents by mention or inference otherwise in any reference
document.
1.03 ABBREVIATIONS, NAMES, AND ADDRESSES OR ORGANIZATIONS
A. Obtain copies of reference standards direct from publication source, when
needed for proper performance of work, or when required for submittal by
Contract Documents.
01090 - 1
B. The following, as appropriate to project, is a list of referenced standards
and their mailing addresses for requesting copies of standards:
AA Aluminum Association
818 Connecticut Avenue, NW
Washington, D.C. 20006
AASHTO American Association of State
Highway and Transportation Officials
444 North Capitol Street, NW
Washington, D.C. 20001
ACI American Concrete Institute
Box 19150
Redford Station
Detroit, MI 48219
Al Asphalt Institute
Asphalt Institute Building
College Park, MD 20740
AISC American Institute of Steel Construction
1221 Avenue of the Americas
New York, NY 10020
AISI American Iron and Steel Institute
1000 16t" Street, NW
Washington, D.C., 20036
ANSI American National Standards Institute
1430 Broadway
New York, NY 10018
ASME American Society of Mechanical Engineers
345 East 47t" Street
New York, NY 10017
ASPA American Sod Producers' Association
Association Building
Ninth and Minnesota
Hastings, NE 68901
ASSE American Society of Sanitary Engineers
960 Illuminating Building
Cleveland, OH 44113
01090 - 2
ASTM American Society for Testing and Materials
1916 Race Street
Philadelphia, PA 19103
AWPA American Wood-Preservers Association
7735 Old Georgetown Road
Bethesda, MD 20014
AWS American Welding Society
2501 NW 7t" Street
Miami, FL 33125
AWWA American Water Works Association
6666 W. Quincy Avenue
Denver, CO 80235
CDA Copper Development Association
57t" Floor, Chrysler Building
405 Lexington Avenue
New York, NY 10017
CLFMI Chain Link Fence Manufacturers Institute
1101 Connecticut Avenue
Washington, D.C. 20036
County Palm Beach County Engineering and Public Works
2300 N. Jog Road
West Palm Beach, FL 33411
CRSI Concrete Reinforcing Steel Institute
180 North LaSalle Street, Suite 2110
Chicago, IL 60601
FDEP Florida Department of Environmental Protection
3900 Commonwealth Blvd.
Tallahassee, FL 32399
FDOT Florida Department of Transportation
Haydon Burns Building
605 Suwannee Street
Tallahassee, FL 32301
FM Factory Mutual System
1151 Boston-Providence Turnpike
Norwood, MA 02062
01090 - 3
FS Federal Specifications
General Services Administration
Specifications and Information Distribution Section
(WFSIS)
Washington Navy Yard, Bldg. 197
Washington, D.C. 20407
MUTCD Manual on Uniform Traffic Control Devices
Federal Highway Administration (FHWA)
1200 New Jersey Ave., SE
Washington, DC 20590
NEMA National Electrical Manufacturers Association
2101 L Street, NW
Washington, D.C. 20037
NFPA National Fire Protection Association
470 Atlantic Avenue
Boston, MA 02210
NFPA National Forest Products Association
1619 Massachusetts Avenue, NW
Washington, D.C. 20036
NSF National Sanitation Foundation
NSF Building
3475 Plymouth Road
Ann Arbor, MI 48106
NSWMA National Solid Waste Management Association
1120 Connecticut Avenue, NW
Washington, D.C. 20036
PCA Portland Cement Association
5420 Old Orchard Road
Skokie, IL 20076
PCI Prestressed Concrete Institute
20 North Wacker Drive
Chicago, IL 60606
PS Product Standard
U.S. Department of Commerce
Washington, D.C. 20203
01090 -4
SFWMD South Florida Water Management District
3301 Gun Club Road
West Palm Beach, FL 33406
TCA Technical Aid Series Construction Specifications
Institute 1150 Seventeenth Street, NW
Washington, D.C. 20036
UL Underwriters Laboratories, Inc.
333 Pfingston Road
Northbrook, IL 60062
Village Village of Tequesta Utilities Department
345 Tequesta Drive
Tequesta, FL 33469
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
END OF SECTION
01090 - 5
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01090 - 6
SECTION 01050
MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.01 DESCRIPTION
This section defines the method which will be used to determine the quantities of work
performed, materials supplied and establishes the basis upon which payment will be made.
A The Unit Cost Prices stated in the Contract shall be considered payment in
Full for the completion of all work. Payment shall be made under each item
only for work as it is not specifically included under other items.
B. The Contractor shall furnish all labor, equipment and material required to
complete the construction and testing of the watermain extension and
associated appurtenances.
C. 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.
1.02 ESTIMATED QUANTITIES
Where quantities are shown, they are approximate and are given only as a basis of
calculation upon which the award of the contract is to be made. The Village orEngineer
do not assume any responsibility for the final quantities, nor shall Contractor claim
misunderstanding because of such estimate of quantities. Final payment will be made only
for the satisfactorily completed quantity of each item.
1.03 MEASUREMENT STANDARDS
All work completed under the Contract shall be measured according to United States
Standard Methods.
1.04 METHOD OF MEASUREMENT
Measurement of Length - Unless otherwise specified for the particular items involved, all
measurements of distance for items to be paid for on the basis of length shall be taken
horizontally or vertically.
Measurement of Area - In the measurement of items paid for on the basis of area of
finished work, the lengths and/or widths to be used in the calculations shall be the actual
dimensions measured along the surface of the completed work within the neat lines shown
or designated. At intersections, the measurement used for length of side area will be
01150 - 1
measured from the outside edge of the width allowed along the main trench.
1.06 PAYMENT
Lump Sum Items -Where payment for items is shown to be paid for on a lump sum basis,
no separate payment will be made for any item of work required to complete the lump sum
item.
Unit Price Items - Where payment for items is shown to be paid for on a unit price basis,
separate payment will be made for the items of work described herein and listed on the Bid
Form. Any related work not specifically listed, but required for satisfactory completion of
the Work, shall be considered to be included in the scope of the appropriate listed work
items.
1.06 COSTS INCLUDED IN PAYMENT ITEMS
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.
• Clearing and grubbing.
• Trench excavation, including necessary pavement removal, except as otherwise
specified.
• Structural fill, backfill, density testing and grading.
• Site cleanup.
• Foundation and borrow materials, except as hereinafter specified.
• Stormwater pollution prevention plan.
• Survey layout and as builts.
• Testing and placing system in operation.
• Any material and equipment required to be installed and utilized for tests.
• Maintaining the existing quality of service during construction.
• Appurtenant work as required for a complete and operable system.
• Cost for security (if special circumstances apply, approval must be received by
the Engineer, in writing).
• Material storage areas.
• Disposal of excess fill and debris.
• Scheduling and calling for utility locates.
• Dewatering.
• Preconstruction site videos.
• Preparation of record drawings.
• Mechanical joint restraint systems (to be included in the unit cost of the DI fittings).
Site 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.
Work Outside Authorized Limits — No final payments will be made for work constructed
outside the authorized limits of work.
01150 - 2
1.07 APPLICATIONS FOR PAYMENT
Applications for Payment shall be prepared by the Contractor and submitted to the Engineer
in accordance with the schedule established by the General Conditions of the Contract and
the Agreement.
Applications for Payment shall be submitted in the number and form established by the
Engineer at the Preconstruction Conference. The form shall be completely filled out and
executed by an authorized representative of the Contractor. Supporting data such as
schedules of stored materials shall be attached to each copy of the Application.
1.08 CHANGE ORDER PROCEDURE
As defined in the General Conditions, a Change Order is a written order to the Contractor
signed by the Village authorizing an addition, deletion or revision in the Work, or an
adjustment in the Contract Price or the Contract Time which is issued afterthe execution of the
Agreement.
The following procedure shall be used in processing Change Orders:
For Additions to the Work— The Village shall issue a written order to the Contractor directing
him to accomplish the additional work. The Contractor shall review the order and if they feel
that the additional work entitles him to additional payment or additional time, they may submit
a claim as prescribed in the General Conditions of the Contract.
For Deletions from the Work — The Village shall issue a written order to the Contractor
directing him to make the change. If the Village feels that the contract price should be reduced
as a result of the change, the Village shall make a claim for the reduction as provided in the
General Conditions of the Contract.
PART 2 — PRODUCTS
NOT USED.
PART 3 — EXECUTION
3.01 GENERAL CONDITIONS
A MOBILIZATION & GENERAL CONDITIONS FOR INFRASTRUCTURE
(GC-1)
The quantity to be paid for under this pay item shall be on a lump sum basis.
The Contractor's lump sum price shall include full compensation for all work
related to mobilization and demobilization, and any other related work, except
for any work designated to be paid for separately or to be specifically included
in the costs of other work under the Contract.
01150 - 3
Payment shall be made at the Contract lump sum price and shall include, but
not be limited to, the preparatory work and operations in mobilizing for
beginning work on the project, including those operations necessary for the
movement of personnel, equipment, supplies, videos/photos, clearing and
grubbing, site cleanup, project setup, sanitary facilities, labor associated with
permit acquisition, construction staging area preparation and closure, project
signage, project coordination/management and incidentals to the project site
and establishment of temporary provisions, controls, and utilities. This item
shall include those permits that are required to be obtained by the contractor.
This item shall also include field surveying/layout and complete record
drawings in accordance with the project specifications and the applicable
standards.
The items specified in this Section consist of the costs of any pre and post
construction expenses necessary for the start and completion of the project,
excluding the cost of construction materials. The sum of mobilization and
demobilization shall not exceed 5% of Total bid price. Partial Payments for
mobilization shall be as follows:
Construction Percent Allowable Percent of
Complete Lump Sum for Mobilization
5% 25%
10% 50%
25% 75%
100% 100%
B. MAINTENANCE OF TRAFFIC (GC-2)
This pay item shall include the costs for all work related to the maintenance of
traffic during the construction of the improvements as shown on the pans, and
any other related work, except for any work designated to be paid for separately
or to be specifically included in the cost of other work under the Contract.
Maintenance of traffic shall be paid for at the Contract lump sum cost as listed
on the Contract Bid Proposal completed and accepted. The Contract lump sum
price shall include, but not be limited to, all signage, temporary striping,
flagmen, barricades, temporary asphalt, temporary stabilized access around the
construction equipment, notification to residents, assistance to provide garbage
collection, mail/package delivery and daily access (if needed) of other utility
support vehicles, all in accordance with Section 01570, Traffic Regulation.
C. BONDS & INSURANCE REQUIREMENTS (GC-3)
This pay item shall include the costs of bonds and any required insurance for
the start of work, including temporary environmental controls, sanitary facilities
and permits.
01150 - 4
Bonds and insurance shall be paid for at the Contract lump sum cost as listed
on the Contract Bid Proposal completed and accepted. This pay item also
includes a one-time Indemnification payment which will be made with the first
Application for Payment at the Contract lump sum price as listed on the Contract
Bid Proposal.
D. SURVEY LAYOUT & RECORD DRAWINGS (GC-4)
The quantity to be paid for under this Section shall be on a lump sum basis.
Payment shall be made at the percentage of the item is complete and accepted
by the Owner and shall include, but not be limited to, laying out the proposed
improvements in the field, setting temporary and permanent benchmarks, grade
stakes, etc., preparation of final Record Drawings, preparation of partial records
drawings suitable for submittal to PBCHD for partial water main clearances, all
in accordance with the project specifications and Village Standards. The Record
Drawings shall be provided certified by a Florida licensed land surveyor.
3.02 WATER MAIN INSTALLATION
A. PVC WATERMAIN (WM-1)
The quantity to be paid or under this Section shall be to the nearest foot along
the centerline of the pipe for the size of pipe installed as shown on the drawings,
complete and accepted. No deduction shall be made for the length of valves
and fittings installed in the line. Where the measurement terminates at a valve,
bend, tee or other fittings, the centerline of the valve or fitting shall be the point
of termination.
Payment shall be made at the Contract unit price per lineal foot and shall
include, but not be limited to, furnishing all materials, labor, and equipment
required to install the PVC watermain piping, including layout, trench safety,
permits, excavation of any type material including rock, disposal of unsuitable
materials, providing suitable bedding material, backfill, compaction, density
testing, grading, dewatering, cleaning, temporary pipe pigging/cannon flushing
of the main and all other testing (with any temporary fittings/valves required),
along with the preparation of record drawings shall be included in the cost of
the pipe for a complete and functional system. The cost to adjust other utilities
(electric, cable, telephone, etc.) if required, and the coordination with that utility,
shall also be included in the pipe cost.
B. DI WATERMAIN (WM-2)
The quantity to be paid or under this Section shall be to the nearest foot along
the centerline of the pipe for the size of pipe installed as shown on the drawings,
complete and accepted. No deduction shall be made for the length of valves
and fittings installed in the line. Where the measurement terminates at a valve,
01150 - 5
bend, tee or other fittings, the centerline of the valve or fitting shall be the point
of termination.
Payment shall be made at the Contract unit price per lineal foot and shall
include, but not be limited to, furnishing all materials, labor, and equipment
required to install the DI watermain piping, including layout, trench safety,
permits, excavation of any type material including rock, disposal of unsuitable
materials, providing suitable bedding material, backfill, compaction, density
testing, grading, dewatering, cleaning, temporary pipe pigging/cannon flushing
of the main and all other testing (with any temporary fittings/valves required),
fence restoration if applicable, along with the preparation of record drawings
shall be included in the cost of the pipe for a complete and functional system.
The cost to adjust other utilities (electric, cable, telephone, etc.) if required, and
the coordination with that utility, shall also be included in the pipe cost.
C. RSGV W/ VALVE BOX (WM-3)
The quantity to be paid for under this Section shall be per unit as shown on the
drawings, complete and accepted.
Payment shall be made at the Contract unit price and shall include, but not be
limited to, furnishing all materials, labor and equipment required to install each
type and size of the gate valves required, including the valve box or collar, as
noted, for a complete and functional system.
D. FIRE HYDRANT ASSEMBLY (WM-4)
The quantity to be paid for under this Section shall be at the Contract unit price
per unit as shown on the drawings, complete and accepted.
Payment shall be made at the Contract unit price and shall include, but not be
limited to, furnishing all materials, labor and equipment required to install the
fire hydrant assemblies including excavation of an type of material including
rock, trench safety, dewatering, connection to the proposed or existing pipe,
installation of the fire hydrant, valve, pipe, and fittings according to Village
standards, fence restoration, if applicable, and any other items required for a
complete and functional system. This line item also includes restoration and
protective bollards if the setback or clear-zone limits cannot be met.
E. DI FITTINGS (WM-5)
The quantity to be paid for under this Section shall be at the Contract unit price
per installed pound of fittings. Fittings installed by the Contractor to suit his
schedule, realignment of he main or availability of materials shall not be paid
for unless approved by the Engineer in writing.
Payment shall be made at the Contract unit price per pound of fittings installed
01150 - 6
and shall include, but not be limited to, furnishing all materials, labor, and
equipment required to install the fittings, including joint restraint, layout, and any
other items required for a complete and functional system.
F. TEMPORARY BLOWOFF ASSEMBLY (WM-6)
The quantity to be paid for under this Section shall be at the Contract unit price
per installed blowoff, complete and accepted.
Payment shall be made at the Contract unit price per blowoff assembly installed
and shall include, but not be limited to, furnishing all materials, labor, and
equipment required for installation including joint restraint, layout and any other
items required for a complete and functional system.
G. SAMPLE POINTS (WM-7)
The quantity to be paid for under this Section shall be per each unit shown on
the drawings installed and successfully bacteriologically tested and accepted.
Payment shall be made at the Contract unit price per sample point and shall
include, but not be limited to, furnishing all materials, labor, and equipment
required to construct the temporary sampling points for the proposed watermain
piping in accordance with the Village and FDEP standards, to demolish upon
successful completion of startup testing, and any other items required or a
complete and functional system. Approval of payment will require complete
bacteriological analysis by an independent, state-certified laboratory.
H. WATER SERVICES (WM-8)
The quantity to be paid for under this Section shall be per unit as shown on the
drawings, complete and accepted.
Payment shall be made at the Contract unit price per water service and shall
include, but not be limited to, furnishing all materials, labor, and equipment
required to reconnect or relocate the water meter services including excavation
of any type of material, including rock, installation of road crossing services
sleeves via approved trenchless technology, dewatering, connection of newly
relocated water service piping to existing water meter, restoration, and any
other items required for a complete and functional system. It is to be noted that
the Contractor should also include costs to complete exploration to determine
if a service relocation is required. This project does not include replacement of
any water meter however, replacement water meters will be necessary if the
existing meter is damaged during construction activities. The Contractor will be
responsible for this cost.
01150 - 7
I. CONNECTION TO EXIST. 8" AC WATERMAIN (WM-9)
The quantity to be paid for under this Section shall be per each connection
completed and accepted.
Payment shall be made at the Contract unit price per connection and shall
include but not be limited to, furnishing all labor and equipment required to
perform the connection to the existing water main including soft dig locates and
existing main outer diameter verification, coordination with the Village for water
main shutdown, coordination for boil-water notices as required, all temporary
caps and plugs as shown on the plans, flushing, cleaning, pigging, pressure
testing, grading, restoration, coordination with affected utility owners, and any
other items required for a complete and functional system.
3.03 RESTORATION
A. GRAVEL PARKING AREA (R-1)
This quantity paid for under this Section shall be per square yard basis for either
trench repair or gravel road repairs required to the parking areas as shown on
the drawings, complete and accepted.
Payment shall be made at the Contract unit price per square yard and shall
include, but not be limited to, furnishing all materials, labor, and equipment
required to repair the roadway that has been damaged due to the project efforts
including base material, compaction, density testing, grading, gravel placement
and verification of existing drainage patterns for a complete and functioning
system.
B. PBC ROAD RESURFACING (R-2)
This quantity paid for under this Section shall be per square yard basis for either
the pipe trench restoration or mill and resurface with the type of asphalt mix as
shown on the drawings, complete and accepted.
Payment shall be made at the Contract unit price per square yard and shall
include, but not be limited to, furnishing all materials, labor and equipment
required for grading and compaction, density testing, layout placement of
base/sub base, asphalt or cold patch as necessary, sawcutting, asphalt
placement, base preparation, striping (temporary and permanent) and
verification of existing drainage patterns to repair the roadway that has been
damaged due to the project efforts for a complete and functioning system.
C. SOD (R-3)
This quantity paid for under this Section shall be per square yards of sod
installed completed and accepted.
01150 - 8
Payment shall be made at the Contract unit price per square yard and shall
include but not be limited to, soil preparation, watering, and sod installation
(pegged as required) for a complete and functional system.
3.04 MISCELLANEOUS WATERMAIN
A. RELOCATE VOT WTP SAMPLE POINT (M-1)
The quantity to be paid for under this Section shall be per unit as shown on the
drawings, complete and accepted.
Payment shall be made at the Contract unit price and shall include, but not be
limited to, furnishing all materials, labor and equipment required to relocate the
sample point required for system testing by the VOT WTP including
coordination with the Village staff on new location, flushing and cleaning as
required for a complete and functional system.
B. 8" GATE VALVE (M-2)
The quantity to be paid for under this Section shall be per unit as shown on the
drawings, complete and accepted.
Payment shall be made at the Contract unit price and shall include, but not be
limited to, furnishing all materials, labor and equipment required to install each
type and size of the gate valves required, including the valve box or collar,
coordination with the Village for water main shutdown, boil water notices,
flushing and cleaning, coordination with affected utility owners, and any other
items required for a complete and functional system.
C. WM REMOVAL /ABANDONMENT (M-3)
The quantity to be paid for under this Section shall be per lineal foot of existing
water main grout filled or abandoned and accepted.
Payment shall be made at the Contract unit price per lineal foot and shall
include, but not be limited to, furnishing all materials, labor, and equipment
required to remove all existing surface material and protruding objects,
excavation of any type of material including rock, trench safety, dewatering,
pipe cutting and removal as required for grout ports, caps/seals/plugs on
existing main grout filling of existing utilities as noted on the plans, trench
backfilling, compaction, density testing, grout ports area restoration and any
other items required for a complete and functional system. This pay item shall
also include preparation of watermain abandonment plan, coordination with the
Village, the hauling and legal off-site disposal of debris, and the removal,
handling, and delivery of items to be salvaged and returned to the Village. All
caps, plugs, or seals on existing mains or services to be abandoned/grout filled
01150 - 9
shall be paid for under this item.
END OF SECTION
01150 - 10
SECTION 01152
APPLICATIONS FOR PAYMENT
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Submit Applications for Payment to Engineer in accordance with the
schedule established by conditions of the Contract and Agreement between
Owner and Contractor.
1.02 RELATED REQUIREMENTS
A. In other parts of the Construction Documents:
1. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to
this section
2. Agreement between Owner and Contractor
3. General Conditions and Terms of the Contract
B. Specified in Other Sections-
1. Section 01010: Summary of Work
2. Section 01700: Contract Close-Out
1.03 FORMAT AND DATA REQUIRED
A. Submit itemized applications typed in a format approved by Engineer. All
applications for payment must be numbered, dated, and signed by the
Contractor.
B. Provide itemized data on payment application (format, schedules, line items
and values accepted by Engineer).
1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT
A. Application Form:
1. Fill in required information, including that for Change Orders
executed prior to the date of submittal of application
2. Fill in summary of dollar values
3. Execute certification with the signature of a responsible officer of the
contract firm
4. Have resident project representative review and sign application
prior to submission to Engineer
01152 - 1
1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS
A. When the Owner or the Engineer requires substantiating data, Contractor
shall submit suitable information, with a cover letter identifying-
1. Project
2. Application number and date
3. Detailed list of enclosures
4. For stored products:
a. Item number and identification
b. Description of specific material
B. Submit one copy of data and cover letter for each copy of application.
1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT
A. Application for payment is required for progress payments.
B. Only one application will be acceptable in any one calendar month.
1.07 SUBMITTAL PROCEDURE
A. Submit Applications for Payment to Engineer at the time stipulated in the
Agreement.
B. Number: Four copies of each progress Application.
C. When Engineer finds the Application properly completed and correct, he will
transmit the applications for payment to the Owner.
PART 2 - PRODUCTS
NOT USED.
PART 3 - EXECUTION
NOT USED
END OF SECTION
01152 - 2
SECTION 01153
CHANGE ORDER PROCEDURES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDE
A. Promptly implement Change Order Procedures
1. Provide full written data required to evaluate changes.
2. Maintain detailed records of work done on a time-and-material/force
account basis.
3. Provide full documentation to Engineer on request.
B. Designate in writing the member of Contractor's organization:
1. Who is authorized to accept changes in the Work
2. Who is responsible for informing others in the Contractor's employ
of the authorization of changes in the Work.
C. Owner will designate in writing the person who is authorized to execute
Change Orders.
1.02 RELATED REQUIREMENTS
A. The amount of established unit prices.
B. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
C. Terms and Conditions of the Contract-
1. Methods of determining cost or credit to Owner resulting from
changes in Work made on a time-and-materials basis.
2. Contractor's claims for additional costs.
D. Specified in other Sections.
1. Section 01152: Applications for Payment
2. Section 01300: Submittals and Progress Schedules
3. Section 01600: Material and Equipment
4. Section 01720: Project Record Drawings
01153 - 1
1.03 PRELIMINARY PROCEDURES
A. Owner or Engineer may initiate changes by submitting a proposal Request
to Contractor. Request will include the following-
1. Detailed description of the Change, Products, and location of the
change in the Project.
2. Supplementary or revised Drawings and Specifications.
3. The projected time span for making the change, and a specific
statement as to whether overtime work is, or is not, authorized.
4. A specific period of time during which the requested price will be
considered valid.
5. Such request is for information only, and is not an instruction to
execute the changes, nor to stop work in progress.
B. Contractor may initiate changes by submitting a written notice to Engineer,
containing-
1. Description of the proposed changes
2. Statement of the reason for making the changes.
3. Statement of the effect on the Contract Sum and the Contract Time.
4. Statement of the effect on the work of separate contractors.
5. Documentation supporting any changes in Contract Sum or
Contract Time, as appropriate.
1.04 DOCUMENTATION OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump sum proposal, and for each unit price
which has not previously been established, with sufficient substantiating
data to allow Engineer to evaluate the quotation.
B. On request, provide additional data to support time and cost computation
including the following-
1. Labor required.
2. Equipment required.
3. Products required:
a. Recommended source of purchase and unit cost.
b. Quantities required.
4. Taxes, insurance bonds.
5. Credit for work deleted from Contract, similarly documented.
6. Overhead and profit.
7. Justification for any change in Contract Time.
01153 - 2
C. Support each claim for additional costs, and for work done on a time-and-
material / force account basis, with documentation as required for a lump
sum proposal, plus the following additional information-
1. Name of the Owner's authorization agent who ordered the work,
and date of the order.
2. Dates and time work performed, and by whom.
3. Time record, summary of hours worked, and hourly rates paid.
4. Receipts and invoices for-
a. Equipment used, listing dates and times of use.
b. Products used, listing quantities.
C. Subcontracts.
D. Document requests for substitutions for products as specified in Section
01600.
1.05 PREPARATION OF CHANGE ORDERS
A. Engineer will prepare each Change Order.
B. Form: Change Order format provided in the Contract Documents.
C. Change Order will describe changes in the Work, both additions and
deletions, with attachments of revised Contract Documents to define
details of change.
D. Change Order will provide an accounting of the adjustment in the Contract
Sum and in the Contract Time.
1.06 LUMP SUM / FIXED PRICE CHANGE ORDER
A. Content of Change Orders will be based on either-
1. Engineer's Proposal Request and Contractor's responsible
Proposal as mutually agreed upon between Owner and Contractor.
2. Contractor's Proposal for a change, as recommended by Engineer.
B. Owner and Engineer will sign and date the Change Order as authorization
for the Contractor to proceed with the changes.
C. Contractor shall sign and date the Change Order to indicate agreement
with the terms therein.
1.07 UNIT PRICE CHANGE ORDER
A. Content of Change Orders will be based on, either:
01153 - 3
1. Engineer definition of the scope of the required changes.
2. Contractor's Proposal for a change, as recommended by Engineer.
3. Survey of completed work
B. The amount of the unit prices shall be-
1. Those stated in the Agreement.
2. Those mutually agreed upon between Owner and Contractor.
C. When quantities of each of the items affected by the Change Order can be
determined prior to start of the work-
1. Owner and Engineer will sign and date the Change Order as
authorization for Contractor to proceed with the changes.
2. Contractor shall sign and date the Change Order to indicate
agreement with the terms therein.
D. When quantities of the items cannot be determined prior to start of the
Work-
1. Engineer or Owner will issue a Change Order directing Contractor
to proceed with the change on the basis of unit prices, and will cite
the applicable unit prices.
2. At completion of the change, the Engineer will determine the cost of
such work based on the unit prices and quantities used.
a. Contractor shall submit documentation to establish the number of
units of each item and any claims for a change in Contract Time.
3. Engineer will sign and date a second Change Order to establish the
change in Contract Sum and in Contract Time.
4. Owner and Contractor will sign and date the second Change Order
to indicate their agreement with the terms therein.
1.08 CORRELATION WITH CONTRACTOR'S SUBMITTALS
A. Contractor shall periodically revise Schedule of Values and Request for
Payment forms to record each change as a separate item of Work, and to
record the adjusted Contract Sum.
B. Contractor shall periodically revise the Construction Schedule to reflect
each change in Contract Time.
1. Revise sub-schedules to show changes for other items of work
affected by the changes.
01153 -4
C. Upon completion of work under a Change Order, enter pertinent changes
in Record Documents.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
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01153 - 5
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01153 - 6
SECTION 01200
PROJECT MEETINGS
PART 1 — GENERAL
1.01 DESCRIPTION
A. The Owner shall schedule and administer preconstruction meetings, public
involvement meetings/communications, and specially called meetings
throughout the progress of the work. The Owner shall-
1. Distribute written notice of each meeting.
2. Make physical arrangements for meetings.
3. Preside at meetings.
4. Record the minutes, include all significant proceedings and decisions.
5. Reproduce and distribute copies of minutes:
a. To all participants in the meeting.
b. To all parties affected by decisions made at the meeting.
B. The Contractor shall schedule and administer progress meetings. The
Contractor shall-
1. Distribute written notice of each meeting.
2. Make physical arrangements for meetings.
3. Preside at meetings.
4. Record the minutes, include all significant proceedings and decisions.
5. Reproduce and distribute copies of minutes:
a. To all participants in the meeting.
b. To all parties affected by decisions made at the meeting.
C. Representatives of the Contractor, subcontractors and suppliers attending
the meetings shall be qualified and authorized to act on behalf of the entity
each represents.
1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Specified in other Sections-
1. Section 01010: Summary of Work
2. Section 01060: Regulatory Requirements and Notifications
01200-1
1.03 PRE-CONSTRUCTION MEETING
A. To be held prior to the Notice to Proceed.
B. Location: The project site, or as designated by the Owner/Engineer.
C. Attendance-
1. Owner's Representative
2. Engineer's Representative
3. Contractor
4. Contractor's Superintendent
5. Major Subcontractors
6. Other's as appropriate
D. Agenda-
1. Record of Attendance.
2. Project Summary Description.
3. Local Utilities to be affected or in the project area:
a. Water lines
b. Sewer lines
C. Storm lines
d. Gas lines
e. Telephone lines
f. Cable TV lines
g. Electric lines
h. Roadways
4. Contractor Responsibilities:
a. Start date
b. Completion date
C. Work schedule
d. Notification Requirements
e. Regulatory Permit Requirements
f. Testing
g. Space utilization
h. Rights-of-Way occupancy
i. Progress Meetings
j. Progress Payment Application
k. As-builts (Records/Drawings)
01200-2
I. Photographs
M. Shop drawings
n. Subcontractors
o. Project coordination
5. Owner Responsibilities:
a. Progress Meeting Attendance
b. Special meetings
C. Partial and final payment
d. Change Orders
e. Public announcements and public relations
f. Project acceptance
6. Engineer Responsibilities:
a. Technical representative of Owner
b. Interpreter of contract documents
C. Periodic inspections of job progress
d. Reviews partial and final payment applications
e. Reviews Change Orders
f. Checks and approves shop drawings
g. Reviews record drawings
h. Prepares Health Department Clearance Package
i. Performs final inspection and issues certificate of completion
7. Resident Inspector Responsibilities:
a. Owner's representative on site
b. Review materials and work and reports any deficiencies to
Owner/Engineer
C. Reviews applications for payment
d. Works with Contractor on public notification of work items
e. Attends progress meetings
f. Observes testing work
g. Maintains daily diary of work tasks
h. Furnishes reports to Owner/Engineer as deemed advisable.
1.04 PROGRESS MEETINGS
A. The Contractor shall hold periodic meetings as required by progress of the
work.
B. Location of the meetings: Project site, or as designated by the Owner or
Engineer.
01200-3
C. Attendance-
1. Owner's Representative
2. Engineer's Representative
3. Subcontractors as appropriate
4. Suppliers/others as appropriate
1.05 EMERGENCY MEETINGS
A. Emergency meetings may be called by Owner, Engineer or Contractor with a
minimum of three hours notice to resolve conditions of an emergency nature.
1.06 PUBLIC INVOLVEMENT MEETINGS/COMMUNICATIONS
A. There may will be public involvement meetings and communications for the
project. The Contractor shall participate in these meetings and
communications as deemed necessary by the Owner.
PART 2 — PRODUCTS
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PART 3 — EXECUTION
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END OF SECTION
01200-4
SECTION 01300
SUBMITTALS AND PROGRESS SCHEDULES
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Submit, to the Owner and Engineer as applicable, shop drawings, estimated
construction progress schedule, project data and samples required by
specification sections.
1.02 RELATED WORK
A. General Conditions and Terms of the Contract
B. Specified in other Sections-
1. Section 01010: Summary of Work
1.03 SCHEDULES
A. Promptly after award of contract, prepare and submit to the Engineer
estimated construction progress schedules for the work, including a separate
schedule listing dates for submission and dates reviewed shop drawings,
project data and samples will be needed for each product.
1.04 FORM OF SCHEDULES
A. Prepare schedules in suitable electronic format. A horizontal bar chart
should be used as additional illustration and for revised progress schedules.
1. Provide separate horizontal bar for each trade or operation
2. Horizontal time scale: Identify the first work day of each week.
3. Scale and spacing: To allow space for notations and future revisions.
4. Minimum sheet size: 11" x 17"
B. Format of listings: The chronological order of the start of each item of
work.
C. Identification of listings: By major specification section numbers.
01300-1
1.05 CONTENT OF SCHEDULES
A. Construction Progress Schedule shall-
1. Show the complete sequence of construction by activity.
2. Show the dates for the beginning and completion of each major
element of construction; specifically, list:
a. Mobilization / Demobilization
b. Subcontractor work
C. Water Main construction. Provide specific timelines for
expected completion of each project area. Dates of
connections and phasing should be included.
d. Testing
e. Restoration
3. Show projected percentage of completion for each item, as of the
first day of each month.
B. Submittals Schedule for Shop Drawings, Product Date and Samples.
Show-
1. The dates for Contractor's submittals.
1.06 PROGRESS REVISIONS
A. Indicate progress of each activity to date of submission of schedule.
B. Show changes occurring since previous submission of schedule.
1. Major changes in scope.
2. Activities modified since previous submission.
3. Revised projections of progress and completion.
4. Other identifiable changes.
C. Provide a narrative report as needed to define-
1. Problem areas, anticipated delays, and the impact on the schedule.
2. Corrective action recommended, and its effect.
3. The effect of changes on schedules of other contractors working in
the area.
01300-2
1.07 SUBMISSIONS
A. Submit initial schedules within 7 days after award of Contract.
1. Engineer will review schedules with Owner and return review copy
within 5 days after receipt.
2. If required, resubmit within 2 days after return of review copy.
B. Submit updated progress schedules with each application for payment.
1.08 DISTRIBUTION
A. Distribute copies of the reviewed schedules to-
1. Job site file.
2. Subcontractors.
3. Other concerned parties.
B. Instruct recipients to report promptly to the Contractor, in writing, any
problems anticipated by the projections shown in the schedules.
PART 2 - PRODUCTS
2.01 SHOP DRAWINGS
A. Original drawings, prepared by Contractor, Subcontractor, Supplier or
Distributor, which illustrate some portion of the Work; showing fabrication,
layout, setting or erection details including, but not limited to the following-
1. Watermain Piping, Valves, Fittings, and Appurtenances
2. Asphalt Mix Design
3. Gravel Parking and Pavement Base Course
4. Concrete Mix Designs (with specific locations), grouts, etc.
5. Signing and Striping Details
B. Shop drawings shall be prepared by a qualified detailer.
C. Identify details by reference to sheet and detail numbers shown on Contract
Drawings.
2.02 PROJECT DATA
A. Manufacturer's standard schematic drawings
01300-3
1. Modify drawings to delete information which is not applicable to
project.
2. Supplement standard information to provide additional information
application to project.
B. Manufacturer's catalog sheets, brochures, diagrams, schedules,
performance charts, illustrations and other standard descriptive data.
1. Clearly mark each copy to identify pertinent materials, products or
models.
2. Show dimensions and clearances required.
3. Show performance characteristics and capacities.
4. Show wiring diagrams and controls.
2.03 SAMPLES
A. Physical examples to illustrate materials, equipment or workmanship, and to
establish standards by which completed work is judged.
B. Office samples of sufficient size and quantity to clearly illustrate-
1. Functional characteristics of product or material, with integrally
related parts and attachment devices.
2. Full range of color samples.
2.04 PAY REQUESTS
A. Pay Requests shall be made in accordance with the requirements of the
Agreement between Owner and Contractor.
PART 3 - EXECUTION
3.01 CONTRACTOR RESPONSIBILITIES
A. Review Shop Drawings, Project Data and Samples prior to submission.
Contractor's approval stamp shall be on each submittal when received by the
Engineer. Unstamped submittals will not be reviewed and will be returned
as "rejected" to the Contractor.
B. Verify-
1. Field measurements.
2. Field construction criteria.
3. Catalog numbers and similar data.
01300-4
C Coordinate each submittal with requirements of Work and the Contract
Documents.
D. Contractor's responsibility for errors and omissions in submittals is not
relieved by Engineer's review of submittals.
E. Contractor's responsibility for deviations in submittals from requirements of
Contract Documents is not relieved by Engineer's review of submittals,
unless Engineer gives written acceptance of specific deviations.
F. Notify Engineer, in writing at the time of submission, of deviations in
submittals from requirements of Contract Documents.
G. Begin no work which requires submittals until return of submittals with
Engineer's stamp and initials or signature indicating review.
H. After Engineer's review, distribute copies.
3.02 SUBMISSION REQUIREMENTS
A. Schedule submissions at least 14 days before dates reviewed submittalswill
be needed.
B. All submittals shall be made electronically.
C Accompany submittals with transmittal letter, in duplicate, containing-
1. Date.
2. Project title and number.
3. Contractor's name and address.
4. Notification of deviations from Contract Documents.
5. Other pertinent data.
D. Submittals must include-
1. Date of submittal and revision dates.
2. Project title and number.
3. The names of:
a. Engineer.
b. Contractor.
C. Subcontractor.
d. Supplier.
e. Manufacturer.
f. Separate detailer when pertinent.
4. Identification of product or material.
01300-5
5. Relation to adjacent structure or materials.
6. Field dimensions, clearly identified as such.
7. Identification of deviations from Contract Documents.
8. Contractor's stamp, initialed or signed, certifying review of
submittal, verification of field measurements and compliance with
Contract Documents.
3.03 RESUBMISSION REQUIREMENTS
A. Shop Drawings.
1. Revise initial drawings as required and resubmit as specified for
initial submittal.
2. Indicate on drawings any changes which have been made other
than those requested by Engineer.
B. Project Data and Samples-
1. Submit new datum and samples as required for initial submittal.
3.04 DISTRIBUTION OF SUBMITTALS AFTER REVIEW
A. Distribute copies of Shop Drawings and Project Datum which carry
Engineer's stamp, to-
1. Contractor's file.
2. Job site file.
3. Record Documents file.
4. Other prime contractors.
5. Subcontractors.
6. Supplier.
7. Fabricator.
END OF SECTION
01300-6
SECTION 01410
TESTING LABORATORY SERVICES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. The Contractor will employ and pay for the services of an independent
testing laboratory to perform certain specified testing. All testing
described in the Contract Documents shall be paid for by the Contractor.
B. The Owner may employ and pay for the services of an independent
testing laboratory to perform certain specified testing in addition to what is
called for in the Contract Documents.
1. The Contractor shall cooperate with the laboratory to facilitate the
execution of its required services.
2. Employment of a laboratory by the Owner shall in no way relieve
Contractor's obligations to perform the work of the Contract.
C. Inspection, Sampling and Testing is required for-
1. Densities and Proctors (for soil compaction)
2. Bacteriological Clearance
3. Concrete Strength
4. Any water quality monitoring as required by the project permits
5. Other operations specified in these specifications or as required by
the Engineer or Owner.
1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. General Conditions of the contract: Inspections and testing required by
laws, ordinances, rules, regulations, orders or approvals of public
authorities. See sections GC 7 and GC 37 of the General Conditions and
Terms.
1.03 QUALIFICATION OF LABORATORY
A. Meet "Recommended Requirements for Independent Laboratory
Qualification," published by American Council of Independent
Laboratories.
01410 - 1
B. Meet basic requirements of ASTM E329, "Standards of Recommended
Practice for Inspection and Testing Agencies for Concrete and Steel as
Used in Construction."
C. Authorized to operate in the Village, County, and State in which the
Project is located.
D. Submit copy of report of inspection of facilities made by Materials
Reference Laboratory of National Bureau of Standards during the most
recent tour of inspection, with memorandum of remedies of any
deficiencies reported by the inspection.
E. Testing Equipment:
1. Calibrated at reasonable intervals by devices of accuracy traceable
to either:
a. National Bureau of Standards
b. Accepted values of national physical constants.
1.04 LABORATORY DUTIES
A. Cooperate with Engineer and Contractor; provide qualified personnel after
due notice.
B. Perform specified inspections, sampling, and testing of materials and
methods of construction-
1. Comply with specified standards
2. Ascertain compliance of materials with requirements of Contract
Documents.
C. Promptly notify Engineer and Contractor of observed irregularities or
deficiencies of work or products.
D. Promptly submit written report of each test and inspection; one copy each
to Engineer, Owner, and Contractor, and one copy to Record Documents
File. Each report shall include-
1. Date issued
2. Project title and number
3. Testing laboratory name, address, and telephone number
4. Name and signature of laboratory inspector
5. Date and time of sampling or inspection
6. Record of temperature and weather conditions
01410 - 2
7. Date of test
8. Identification of product and specification section
9. Location of sample or test in the Project
10. Type of inspection or test
11. Results of tests and compliance with Contract Documents
12. Interpretation of test results, when requested by Engineer
E. Perform additional tests as required by Engineer or the Owner
1.05 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY
A. Laboratory is not authorized to-
1. Release, revoke, alter, or enlarge on requirements of Contract
Documents
2. Approve or accept any portion of the work
3. Perform any duties of the Contractor
1.06 CONTRACTOR'S RESPONSIBILITIES
A. Cooperate with laboratory personnel, and provide access to work and to
manufacturer's facilities.
B. Secure and deliver to the laboratory adequate quantities of representative
samples of materials proposed to be used and which require testing.
C. Provide to the laboratory the preliminary design mix proposed to be used
for concrete, and other material mixes which require control by the testing
laboratory.
D. Provide to the laboratory a representative proctor sample of the materials
to be used for backfilling throughout the project.
E. Furnish copies of product test reports as required.
F. Furnish incidental labor and facilities-
1. To provide access to work to be tested
2. To obtain and handle samples at the project site or at the source of
the product to be tested
3. To facilitate inspections and tests
4. For storage and curing of test samples
G. Notify laboratory, in advance of operations to allow for laboratory
assignments of personnel and scheduling of tests.
01410 - 3
H. Pay for services of the Testing Laboratory to perform additional
inspections, sampling and testing required-
1. For Contractor's convenience.
2. When initial tests indicate Work does not comply with Contract
Documents.
Such payment shall be made directly by the Contractor.
I. Contractor will be responsible for payment for all failing tests.
PART 2 - PRODUCTS
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PART 3 - EXECUTION
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END OF SECTION
01410 -4
SECTION 01510
TEMPORARY UTILITIES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install, and maintain temporary utilities required for construction;
remove on completion of entire project.
B. Provide temperature, ventilation, and lighting requirements, if applicable,
as specified in each individual section.
1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Specified in other Sections:
1. Section 01010: Summary of Work
1.03 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with National Electric Code.
B. Comply with federal, state, and local codes and regulations, and with utility
company requirements.
PART 2 - PRODUCTS
2.01 MATERIALS (GENERAL)
A. Materials may be new or used, but must be adequate in capacity for the
required usage. They MUST NOT create unsafe conditions, and MUST
NOT violate requirements of applicable codes and standards.
2.02 TEMPORARY ELECTRICITY AND LIGHTING
A. The Contractor must maintain power to all existing buildings, pump
stations, businesses, residences, and other related areas.
01510 - 1
B. The Contractor is responsible for providing and paying for all power
required for his operations. The Contractor shall make arrangements with
The Owner for temporary power.
C. The Contractor is responsible for arranging power for his office trailers(s),
power tools, etc., at his own expense. The Contractor shall pay the costs
of all power used.
D. Provide Power Centers for miscellaneous tools and equipment used in the
work-
1. Weatherproof distribution box with minimum of four 20-amp., 120-
volt grounded outlets.
2. Locate so that power is available at any point of use with minimum
100-foot Construction-Type power cords.
3. Provide circuit breaker protection for each outlet.
E. Provide adequate artificial lighting for all areas of work, when natural light
is not adequate for work, and for areas accessible to persons other than
Contractor's employees.
F. If Contractor requires service other than specified above, he shall arrange
for, provide maintenance, and pay all costs incurred.
2.03 TEMPORARY WATER
A. The Contractor will be responsible for making an application to the Village
of Tequesta for hydrant meters with backflow preventers. The Village of
Tequesta will install necessary connections and backflow preventers at
locations needed by the Contractor and approved by the Engineer.
Maintenance of such is the responsibility of the Contractor.
B. Construction water will be paid for by the Contractor. In an event that
damage to these facilities occurs, the Contractor will be responsible for all
costs associated with their replacement by the Village's standard rate.
2.04 TEMPORARY SANITARY FACILITIES
A. The Contractor shall provide temporary sanitary facilities in compliance
with laws and regulations. Location of such facilities will be subject to the
approval of the Village of Tequesta as applicable. Existing Village
facilities are not available for use by the Contractor.
B. The Contractor shall provide for regular service, cleaning, and
maintenance of temporary facilities and enclosures.
01510 - 2
PART 3 - EXECUTION
3.01 GENERAL
A. Maintain and operate systems to ensure continuous service.
3.02 REMOVAL
A. Completely remove temporary materials and equipment when their use is
no longer required.
B. Clean and repair damage caused by temporary installations or use of
temporary facilities.
C. Restore existing facilities used for temporary services to specified, or to
original, condition.
END OF SECTION
01510 - 3
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01510 -4
SECTION 01560
TEMPORARY CONTROLS
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install, and maintain temporary control facilities required for
construction; remove on completion of entire project any features not
intended to remain on the project site.
B. Provide noise control, dust control, water control, debris control, pollution
control and erosion control as specified in the appropriate sections of
these documents.
1.02 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with federal, state, and local codes and regulations and utility
company requirements.
B. Comply with the requirements of all permits and easements issued by the
FDEP, Palm Beach County Health Department, SFWMD, Village of
Tequesta, Palm Beach County, and any other agencies that have issued
permits for the project.
1.03 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
PART 2 - PRODUCTS
2.01 MATERIALS (GENERAL)
A. Materials may be new or used, but must be adequate in capacity and
quality for the required usage, MUST NOT create unsafe conditions and
MUST NOT violate requirements of applicable codes and standards.
2.02 TEMPORARY NOISE CONTROL
A. Mechanical equipment shall be fitted with mufflers to reduce noise from
internal combustion type engines.
B. Bells, sirens, alarms, etc., shall be adjusted to provide adequate warnings
to personnel on the project site; however, they shall be regulated to an
intensity that is amenable to the neighboring communities and within
applicable limitations stated within level code of ordinance.
01560 - 1
C. Exterior construction work noises shall be kept to a minimum during
evening, night, and early morning hours.
D. In addition to on-site control, noise considerations shall be made to off-
site vehicles and equipment (mobilization, demobilization, deliveries,
etc.).
2.03 TEMPORARY DUST CONTROL
A. Dust formed as a result of the construction shall be controlled by the
Contractor. Cleaning of work areas and application of dust control
materials are the most effective methods of dust control. Contractor shall
adhere to the methods indicated in the Stormwater Pollution Prevention
Plan (SWPPP) prepared by the Contractor.
2.04 TEMPORARY WATER CONTROL
A. The flow of water through the construction site shall be controlled by the
Contractor such that it does not damage any constructed items; however,
it shall be diverted and channeled to effectively leave the site as soon as
possible. Puddling and ponding on the site is not permitted.
B. Water shall be controlled such that it does not enter excavated areas, nor
is deposited on or against constructed features.
2.05 TEMPORARY DEBRIS CONTROL
A. Provision shall be made by each Contractor to have available and
adequate containers to hold any and all debris that is generated from the
project. Containers should be covered to prevent wind blowing paper,
plastic, and lightweight products around and off the site.
B. Provide acceptable containers for deposit of debris and waste.
Instructions shall be given to personnel to utilize the trash containers.
Containers shall be placed in convenient places at the site.
C. At least once per week, a thorough cleaning of trash and debris shall be
made at the construction site. An acceptable method of disposal shall be
employed.
D. Maintain all areas under the Contractor's control free of extraneous debris,
garbage and waste matter.
E. Initiate and maintain a specific program to prevent accumulation of debris
at the construction site, storage and parking areas, or along access roads
and haul routes.
F. Prohibit overloading of trucks to prevent spillage on access and haul
roads.
01560 - 2
G. Provide periodic inspection of traffic areas to enforce requirements.
2.06 POLLUTION CONTROL
A. Provide methods, means and facilities required to prevent contamination
of soil, water or air by the discharge of noxious substances from
construction operations.
B. Immediately remove and properly dispose of all contaminated materials
upon discovery of spillage of noxious substances.
C. Take special precautions to prevent harmful substances from entering
public waters.
D. Provide systems for control of atmospheric pollutants and prevent toxic
concentrations of chemicals.
2.07 EROSION CONTROL
A. Abide by the Erosion Control Plan on the Drawings and described in the
SWPPP submitted as part of the FDEP Notice of Intent.
B. Plan and execute construction and earthwork by methods to control
surface drainage from cuts and fills and from borrow and waste disposal
areas to prevent erosion and sedimentation.
C. Hold areas of bare soil exposed at one time to a minimum and provide
temporary control measures such as berms, dikes and drains.
D. Construct fills and waste areas by selective placement to eliminate
surface silts and clays which erode.
PART 3 - EXECUTION
3.01 GENERAL
A. Comply with all applicable requirements of local building codes.
B. Maintain and operate systems to assure continuous service.
C. Modify and extend systems as work progress requires.
D. Preserve from damage all property along the line of work or which is in
the vicinity of or is in any way affected by the Work. 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.
01560 - 3
3.02 INSPECTIONS
A. Prior to placing temporary facilities into service, inspect and test each
service and arrange for inspections and tests by governing authorities
and obtain required certifications and permits for use thereof.
3.03 REMOVAL
A. Completely remove temporary materials and equipment when their use is
no longer required.
B. Clean and repair damage caused by temporary installations or use of
temporary facilities.
C. Restore permanent facilities used for temporary services to specified
conditions.
END OF SECTION
01560 -4
SECTION 01561
PROTECTION OF EXISTING FACILITIES
PART 1 - GENERAL
1.01 GENERAL
A. The Contractor shall protect all existing utilities and improvements not
designated for removal and shall restore damaged or temporarily
relocated utilities and improvements to a condition equal to or better than
they were prior to such damage or temporary relocation, all in
accordance with requirements of the Contract Documents.
B. 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 so notify the Engineer.
C. The number of exploratory excavations required shall be that number
which is sufficient to determine the alignment and grade of the utility.
1.02 RIGHTS-OF-WAY
A. The Contractor shall not do any work that would affect any oil, gas,
sewer, or water pipeline; any telephone, telegraph, or electric
transmission line; any fence; or any other structure, nor shall the
Contractor enter upon the rights-of-way involved until notified by the
Engineer that the Owner has secured authority from the proper party.
After authority has been obtained, the Contractor shall give said party
due notice of its intention to begin work, if required by said party, and
shall remove, shore, support or otherwise protect such pipeline,
transmission line, ditch, fence, or structure or replace the same. 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 Owner 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 contract, such
privilege of access or any other reasonable privilege may be granted by
the Owner to the Contractor, to the extent, amount, in the manner, and
at the times permitted. No such decision as to the method or time of
conducting the Work or the use of territory shall be made the basis of
any claim for delay or damage, except as provided for temporary
01561-1
suspension of the Work in the General Conditions of the Contract.
1.03 PROTECTION OF STREET OR ROADWAY MARKERS
A. The Contractor shall not destroy, remove, or otherwise disturb any
existing survey markers or other existing street or roadway markers
without proper authorization. No pavement breaking or excavation shall
be started until all survey or other permanent marker points that will be
disturbed by the construction operations have been properly referenced.
All survey markers or points disturbed by the Contractor shall be
accurately restored after all street or roadway resurfacing has been
completed.
1.04 RESTORATION OF PAVEMENT/SIDEWALKS
A. General: All paved areas including asphaltic concrete berms cut or
damaged during construction shall be replaced with similar materials and
of equal thickness to match the existing adjacent undisturbed areas,
except where specific resurfacing requirements have been called for in
the Contract Documents or in the requirements of the agency issuing the
permit. All temporary and permanent pavement shall conform to the
requirements of the affected pavement Owner. All pavements which are
subject to partial removal shall be neatly saw cut in straight lines.
B. Temporary Resurfacing: Wherever required by the public
authorities having jurisdiction, the Contractor shall place temporary
surfacing promptly after backfilling and shall maintain such surfacing
for the period of time fixed by said authorities before proceeding with
the final restoration of improvements.
C. Permanent Resurfacing: In order to obtain a satisfactory junction with
adjacent surfaces, the Contractor shall saw cut back and trim the edge
so as to provide a clean, sound, vertical joint before permanent
replacement of an excavated or damaged portion of pavement.
Damaged edges of pavement along excavations and elsewhere shall be
trimmed back by saw cutting in straight lines. All pavement restoration
and other facilities restoration shall be constructed to finish grades
compatible with adjacent undisturbed pavement.
1.05 EXISTING UTILITIES AND IMPROVEMENTS
A. General: The Contractor shall protect all Underground Utilities and other
improvements which may be impaired during construction operations. It
shall be the Contractor's responsibility to ascertain the actual location of
all existing utilities and other improvements that will be encountered in
01561-2
construction operations, and to see that such utilities or other
improvements are adequately protected from damage due to such
operations. The Contractor shall take all possible precautions for the
protection of unforeseen utility lines to provide for uninterrupted service
and to provide such special protection as may be necessary.
B. Utilities to be Moved: In case it shall be necessary to move the property
of any public utility or franchise holder, such utility company or franchise
holder will, upon request of the Contractor, be notified by the Contractor
to move such property within a specified reasonable time. When utility
lines that are to be removed are encountered within the area of
operations, the Contractor shall notify the Engineer a sufficient time in
advance for the necessary measures to be taken to prevent interruption
of service.
C. Where the proper completion of the work requires the temporary or
permanent removal and/or relocation of an existing utility or other
improvement which is indicated, the Contractor shall, at the Contractor's
expense, remove and, without unnecessary delay, temporarily replace
or relocate such utility or improvement in a manner satisfactory to the
Engineer and the Owner of the facility. In all cases of such temporary
removal or relocation, restoration to former location shall be
accomplished by the Contractor in a manner that will restore or replace
the utility or improvement as nearly as possible to its former locations
and to as good or better condition than found prior to removal.
D. Owner's Right of Access: The right is reserved to the Owner and to the
providers of public utilities and franchises to enter at any time upon any
public street, alley, right- of-way, or easement for the purpose of making
changes in their property made necessary by the work of this Contract.
E. Underground Utilities Indicated: Existing utility lines that are indicated or
the locations of which are made known to the Contractor prior to
excavation and that are to be retained, and all utility lines that are
constructed during excavation operations shall be protected from
damage during excavation and backfilling and, if damaged, shall be
immediately repaired or replaced by the Contractor.
F. Underground Utilities Not Indicated: In the event that the Contractor
damages any existing utility lines that are not indicated or the locations
of which are not made known to the Contractor by Florida One Call prior
to excavation, a written report thereof shall be made immediately to the
Engineer. If directed by the Engineer, repairs shall be made by the
Contractor under the provisions for changes and extra work contained in
01561-3
the General Conditions of the Contract. The Contractor shall be
responsible for all repair or relocation costs for any failure by the
Contractor to contact appropriate utilities for locations prior to digging.
G. Approval of Repairs: All repairs to a damaged utility or improvement are
subject to inspection and approval by an authorized representative of the
utility or improvement Owner and the Engineer before being concealed
by backfill or other work.
H. Maintaining in Service: All oil and gasoline pipelines, power, and
telephone or the communication cable ducts, gas and water mains,
irrigation lines, sewer lines, storm drain lines, poles, and overhead power
and communication wires and cables encountered along the line of the
work shall remain continuously in service during all the operations
under the Contract, unless other arrangements satisfactory to the
Engineer are made with the Owner of said pipelines, duct, main,
irrigation line, sewer, storm drain, pole, or wire or cable. The Contractor
shall be responsible for and shall repair all damage due to its operations,
and the provisions of this Section shall not be abated even in the event
such damage occurs after backfilling or is not discovered until after
completion of the backfilling.
I. Existing Water Services: Contractor shall protect and provide temporary
support for existing water services. Any water service damaged by the
Contractor, shall be replaced at the Contractor's expense, with a new
water service complete with new water main tap.
1.06 TREES WITHIN STREET RIGHTS-OF-WAY AND PROJECT LIMITS
A. General: The Contractor shall exercise all necessary precautions so as not
to damage or destroy any trees or shrubs, including those lying within street
rights-of-way and project limits, and shall not trim or remove any trees
unless such trees have been approved for trimming or removal by the
jurisdictional agency or Owner. All existing trees and shrubs which are
damaged during construction shall be trimmed or replaced by the Contractor
or a certified tree company under permit from the jurisdictional agency
and/or the Owner. Tree trimming and replacement shall be accomplished in
accordance with the following paragraphs. All trees to remain in right-of-way
shall be protected and fenced with orange barricade fencing.
B. Trimming: Symmetry of the tree shall be preserved; no stubs or splits or
branches left; clean cuts shall be made close to the trunk or large branch.
Spikes shall not be used for climbing live trees. All cuts over 1-1/2 inches in
diameter shall be coated with an asphaltic emulsion material.
01561-4
C. Replacement: The Contractor shall immediately notify the jurisdictional
agency and/or the Owner if any tree is damaged by the Contractor's
operations. If, in the opinion of said agency or the Owner, the damage is
such that replacement is necessary, the Contractor shall replace the tree at
its own expense. The tree shall be of a like size and variety as the tree
damaged, or, if of a smaller size, the Contractor shall pay to the owner of
said tree a compensatory payment acceptable to the tree owner, subject to
the approval of the jurisdictional agency or Owner. The size of the trees shall
be not less than 1-inch diameter nor less than 6-feet in height.
1.07 NOTIFICATION BY THE CONTRACTOR
A. Prior to any excavation in the vicinity of any existing underground facilities,
including all water, sewer, storm drain, gas, petroleum products, or other
pipelines; all buried electric power, communications, or television cables;
all traffic signal and street lighting facilities; and all roadway and state
highway rights-of-way, the Contractor shall notify the respective authorities
representing the Owners or agencies responsible for such facilities not less
than 3-days nor more than 7-days prior to excavation so that a
representative of said Owners or agencies can be present during such work
if they so desire. The Contractor shall also contact 811 at least 2 business
days, but no more than 14 days, prior to such excavation.
PART 2 - PRODUCTS
2.01 MATERIALS, GENERAL
A. Materials may be new or used, suitable for the intended purpose, but
must not violate requirements of applicable codes and standards.
2.02 FENCING
A. Materials to Contractor's option, fence height should match existing.
2.03 BARRIERS
A. Materials to Contractor's option, as appropriate to serve required
purpose.
PART 3 - EXECUTION
3.01 GENERAL
A. Install facilities of a neat and reasonable uniform appearance,
structurally adequate for required purposes.
B. Maintain barriers during entire construction period.
01561-5
C. Relocate barriers as required by progress of construction.
3.02 TREE AND PLANT PROTECTION
A. Preserve and protect existing trees and plants adjacent to work areas.
B. Consult with Owner's Representative and remove agreed-upon roots
and branches which interfere with the Work:
1. Employ qualified tree surgeon to remove branches, and to treat cuts.
C. Protect root zones of trees and plants:
1. Do not allow vehicular traffic and parking.
2. Do not store materials or products.
3. Prevent dumping of refuse or chemically injurious materials or liquids.
4. Prevent puddling or continuous running water.
D. Carefully supervise all work to prevent damage.
E. Replace trees and plants which are damaged or destroyed due to work
operations under this contract.
3.03 REMOVAL
A. Completely remove barricades, including foundations, when construction
has progressed to the point that they are no longer needed, and when
approved by Owner's representative.
B. Clean and repair damage caused by installation, fill and grade areas of the
site to required elevations and slopes, and clean the area.
END OF SECTION
01561-6
SECTION 01570
TRAFFIC REGULATION
PART 1 — GENERAL
1.01 REQUIREMENTS
A. Provide, operate, and maintain equipment, services, and personnel with
traffic controls and protective devices, as required to expedite vehicular
traffic flow around the construction area in accordance with the Village of
Tequesta, Palm Beach County and the approved traffic control plan.
B. Remove temporary equipment and facilities when no longer required,
restore grounds to original, or to specified conditions.
1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Village of Tequesta Engineering Standards
1.03 REFERENCES
A. Traffic Control shall be in accordance with FDOT Roadway and Traffic
Design Standards Series 600, Latest Edition, Manual on Uniform Traffic
Control Devices, Latest Ed., and FDOT Standard Specifications, latest Ed.
and the project permits.
1.04 TRAFFIC CONTROL PLAN
A. The Contractor is to prepare a traffic control plan and/or policy statement
for each phase of construction. This plan is to be presented to the Village
of Tequesta and Palm Beach County, and other governing agencies, as
applicable, at or before the pre-construction meeting.
B. The Contractor shall prepare additional traffic control plans and/or policy
statements for special events, and/or other unforeseen circumstances as
needed.
C. The following guidelines shall be used in developing the traffic control
plans and/or policy statements-
1. The traffic control plan shall contain provisions for maintaining
access to the residents and businesses throughout the project
area. Roads should remain open to the greatest extent practical.
01570 - 1
Should blocks need to be closed, closure durations should be
minimized and detour routes established.
1.05 SIGNS AND TRAFFIC SIGNALS
A. Provide and operate traffic control and directional signals required to direct
and maintain an orderly flow of traffic in all areas under Contractor's
control, or affected by Contractor's operations.
B. All existing traffic signs shall remain visible throughout construction
activities unless superseded by required construction signing or as
directed by the Owner.
1.06 FLAG PERSONS
A. Provide qualified and suitably trained flag persons to regulate traffic when
construction operations or traffic encroach on public traffic lanes.
1.07 FLARES, LIGHTS, AND DAY SHAPES
A. Provide lights as required for implementation of the Traffic Control Plan,
and-
1. To clearly delineate traffic lanes and to guide traffic as required.
2. For use by flagmen in directing traffic.
B. Provide illumination of critical traffic and parking areas as required. Use
flares and lights during hours of low visibility to delineate project limit.
1.08 CONSTRUCTION PARKING CONTROL
A. Control vehicular parking to preclude interference with public traffic or
parking, private property, business, access by emergency vehicles, or
construction operations.
B. Monitor parking of construction personnel's private vehicles.
C. Prohibit parking on all major north-south roads, as well as those areas
designated for public access. Parking is to also be prohibited adjacent to
access roads or in non-designated areas such as permit only spaces and
private driveways.
1.09 CONSTRUCTION VEHICLES
A. All slow-moving construction vehicles shall have a slow moving sign
visible from the rear of the vehicle.
01570 - 2
B. All vehicles used for construction activities shall have audible back-up
warning devices.
1.10 ROAD CLOSURES
A. No road shall be closed prior to receiving approval from the Village of
Tequesta or Palm Beach County, depending on jurisdiction.
B. At least fourteen (14) days prior to a proposed road closure, the
Contractor shall submit to the applicable jurisdiction a complete traffic
control plan. This plan shall include the following minimum information-
1. Sketch of work site and all area roads, streets and mark driveways.
2. Proposed detour route.
3. All necessary traffic control devices to be used.
4. Emergency Contractor contact person name and phone to be
available 24 hours a day.
5. Estimated time/dates of road closure.
C. The Contractor shall notify affected property owners and tenants (if
applicable) at least 48 hours prior to a proposed driveway closing.
PART 2 — PRODUCTS
2.01 SIGNAGE
A. All traffic control devices shall meet or exceed FDOT certification
standards. Post mounted traffic-control and informational signs shall
conform with FDOT and MUTCD standards.
B. All traffic signs shall have high intensity reflective face material.
PART 3 — EXECUTION
3.01 GENERAL
A. Upon notification by the Owner either verbally or in writing, the Contractor
shall correct any noted MOT deficiencies within one hour.
B. Inspection of all traffic control items shall be accomplished at least twice
per day by the Contractor. One of these inspections shall be at the end of
the workday or at night.
C. Weekly updates shall be completed by the Contractor and provided to the
Village of Tequesta and the Engineer.
END OF SECTION
01570 - 3
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01570 -4
SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Products
B. Workmanship
C. Manufacturer's Instructions
D. Transportation and Handling
E. Storage and Protection
F. Substitutions and Product Options
1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Specified in other Sections:
1. Section 01010: Summary of Work
2. Section 01090: Reference Standards
3. Section 01300: Submittals and Progress Schedules
4. Section 01740: Warranties and Bonds
1.03 PRODUCTS
A. Products include materials, products, equipment and systems.
B. Comply with specifications and referenced standards as minimum.
C. DO NOT provide used materials and products, except as specifically
allowed by notation or indication in Contract Documents.
01600 - 1
1.04 WORKMANSHIP
A. Comply with industry standards except when more restrictive tolerances or
specified requirements indicate more rigid standards or more precise
workmanship.
B. Perform work by persons qualified to produce workmanship of specified
quality.
C. Secure products in place with positive anchorage devices designed and
sized to withstand stresses, vibration, and rocking.
1.05 MANUFACTURER'S INSTRUCTIONS
A. When Work is specified to comply with manufacturer's printed instructions,
obtain and distribute copies to persons involved, and maintain one set at
job site in field office.
B. Perform work in accordance with manufacturer's instructions and specified
requirements.
C. Should a conflict exist between Specifications and manufacturer's
instructions, consult with Engineer.
1.06 TRANSPORTATION AND HANDLING
A. Arrange deliveries of products in accordance with construction schedules;
coordinate to avoid delay of progress, conflict with work and with
conditions at the site.
B. Transport products by methods to avoid product damage; deliver dry in an
undamaged condition in manufacturer's unopened containers or
packaging.
C. Provide equipment and personnel to handle product by methods to
prevent soiling or damage.
D. Promptly inspect shipments to assure that products comply with
requirements, quantities are correct and products are undamaged.
1.07 STORAGE AND PROTECTION
A. Store products in accordance with manufacturer's instructions, with seals
and labels intact and legible.
01600 - 2
B. Store sensitive products in weather-tight enclosures; maintain within
temperatures and humidity ranges recommended/required by
manufacturer's instructions. PVC pipe shall not be stored in a place where
it can be exposed to ultraviolet light.
C. For exterior storage of fabricated products, place on sloped supports
above ground. Cover products subject to deterioration with impervious
sheet covering; provide ventilation to avoid condensation.
D. Store loose granular materials on solid surfaces in a well-drained area;
prevent mixing with foreign matter.
E. Arrange storage to provide access for inspection. Periodically inspect to
assure products are undamaged, and are maintained under required
conditions.
F. After installation, provide coverings to protect products from damage of
traffic and construction operations and remove when no longer needed.
1.08 PRODUCT OPTIONS
A. Within 30 days after date of Contract, submit complete list of major
products proposed, with name of manufacturer, trade name and model.
B. Options-
1. Products specified only by reference standard: Any product
meeting that standard.
2. Product specified by naming several manufacturers: Product of
any named manufacturer meeting specifications.
3. Products specified by naming one or more manufacturers and "or
equivalent": Submit a request for substitution for any manufacturer
not specifically named. See bid documents for specific instructions
regarding substitution requests.
1.09 SUBSTITUTIONS
A. Substitutions will be considered during the bidding process. See the
instructions to bidders for more information on how to propose a
substitution. Subsequent to the bidding process, substitutions will be
considered only when a product becomes unavailable due to no fault of
the Contractor.
B. Document each request with five sets (5) of complete data, drawings and
samples as appropriate, substantiating compliance of proposed
substitution with Contract Documents including:
01600 - 3
1. General information about the proposed substitution:
a. For Products:
1) Product identification, including manufacturer's name and
address.
2) Manufacturers' literature:
a) Product description.
b) Performance and test data.
c) Reference standards.
3) Samples
4) Name and address of similar projects on which product
was used, and date of installation.
b. For construction methods:
1) Detailed description of proposed method.
2) Drawings illustrating methods.
2. Comparison of the qualities of the proposed substitution with the
specified.
3. Changes required in other elements of the work because of the
substitution.
4. Effect on the construction schedule.
5. Cost data comparing the proposed substitution with the product
specified.
6. Any required license fees or royalties
7. Availability of maintenance service, and the source replacement
materials.
C. Request constitutes a representation that Contractor-
1. Has investigated proposed product and determined that it meets or
exceeds, in all respects, specified product.
2. Will provide the same warranty for substitution as for specified
product.
3. Will coordinate installation and make other changes which may be
required for work to be complete in all respects.
4. Waives claims for additional costs which may subsequently
become apparent.
D. Substitutions will not be considered when they are indicated or implied on
Shop Drawing or Product Data submittals without separate written
request, or when acceptance will require significant revision of the
Contract Documents.
E. Engineer will review to determine acceptability of proposed substitution,
and will notify Contractor of acceptance or rejection in writing within a
reasonable time.
01600 -4
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
END OF SECTION
01600 - 5
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01600 - 6
SECTION 01700
CONTRACT CLOSE-OUT
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Specified in other Sections-
1. Section 01720: Project Record Drawings
2. Section 01730: Operating and Maintenance Manuals
3. Section 01740: Warranties and Bonds
1.02 SUBSTANTIAL COMPLETION
A. When the Contractor considers his work is substantially complete, he shall
submit to the Engineer:
1. A written notice that the Work, or designated portion thereof, is
substantially complete.
2. A list of items to be completed or corrected.
B. Within a reasonable time after receipt of such notice, the Engineer will
review the Work to determine the status of completion.
C. Should the Engineer determine that the Work is not substantially
complete-
1. Engineer will promptly notify the Contractor, in writing, giving the
reasons.
2. Contractor shall remedy the deficiencies in the Work, and shall
send a second written notice of substantial completion to the
Engineer
3. Engineer will re-review the Work
D. When the Engineer concurs that the Work is substantially complete, he
will-
1. Prepare a Certificate of Substantial Completion, accompanied by a
list of items to be completed or corrected
01700 - 1
2. Submit the Certificate to Owner and Contractor for their written
acceptance of the responsibilities assigned to them in the
certificate.
1.03 FINAL INSPECTION
A. When the Contractor considers the Work is complete, he shall submit
written certification that:
1. Contract Documents have been reviewed
2. Work has been inspected for compliance with Contract Documents
3. Work has been completed in accordance with Contract Documents
4. Equipment and systems have been tested in the presence of the
Owner's representative and are operational
5. Equipment and systems instructions to Owner's personnel have
been completed in accordance with Section 01730
6. Work is completed and ready for final inspection
B. The Engineer will review the Work to verify the status of completion with
reasonable promptness after receipt of such certification.
C. Should the Engineer consider that the Work is incomplete or defective-
1. Engineer will promptly notify the Contractor, in writing, listing the
incomplete or defective work.
2. Contractor shall take immediate steps to remedy the stated
deficiencies, and send a second written certification to Engineer
that the work is complete.
3. Engineer will re-review the Work
D. When the Engineer finds that the Work is acceptable under the Contract
Documents, he shall request the Contractor to make close-out submittals.
1.04 RE-INSPECTION FEES
A. Should the Engineer perform re-inspection due to failure of the Work to
comply with the claims of status of completion made by the Contractor, the
Contractor will compensate Engineer/Owner for such additional services.
1.05 ADDITIONAL SERVICES
A. Should the Engineer be required to provide representation at the site for
the administration of the Contract for Construction more than thirty days
after the specified Date of Substantial Completion of the Work, the
Contractor will compensate Engineer for such additional services.
01700 - 2
1.06 CONTRACTOR'S CLOSE-OUT SUBMITTALS TO ENGINEER
A. Evidence of compliance with requirements of governing authorities.
B. Project Record Documents: To requirements of Section 01720 and the
General Conditions and Terms of the Contract.
C. Warranties and Bonds: To requirements of Section 01740 and the
General Conditions and Terms of the Contract.
D. Evidence of Payment and Release of Liens: To requirements of the
General Conditions and Terms of the Contract.
E. Certificate of Insurance for Products and Completed Operations.
F. One (1) Year Maintenance Bond
G. Certificate of Operation from equipment manufacturers
1.07 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to the Engineer.
B. Statement shall reflect all adjustments to the Contract Sum-
1. The original Contract Sum
2. Additions and deductions resulting from:
a. Previous change orders
b. Allowances
c. Unit prices
d. Deductions for uncorrected work
e. Deductions for liquidated damages
f. Deductions for re-inspection payments
g. Other adjustments
3. Total Contract sum, as adjusted
4. Previous payments
5. Sum remaining due
C. The Engineer will prepare a final Change Order, reflecting approved
adjustments to the Contract sum which were not previously made by
Change Order.
01700 - 3
1.08 FINAL APPLICATION FOR PAYMENT
A. Contractor shall submit the final Application for Payment in
accordance with procedures and requirements stated in the
Conditions of the Contract.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
END OF SECTION
01700 -4
SECTION 01720
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. The Contractor shall maintain at the site for the Owner one (1) record copy
of the following-
1. Drawings
2. Specifications
3. Addenda
4. Change orders and other modifications to the Contract
5. Engineer field orders or written instructions
6. Approved shop drawings, product data, and samples
7. Field test records
B. Drawings and general provisions of the Contract, including the General and
Supplementary Conditions and Division 1 Specification sections, apply to
this section.
C. Village standards
D. Specified in other Sections-
1. Section 01300: Submittals and Progress Schedules
2. Section 01700: Contract Close-out
1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. The Contractor shall store documents and samples in the field office apart
from documents used for construction.
1. Provide files and racks for storage of documents.
2. Provide locked cabinet or secure storage space for storage of
samples.
B. File documents and samples in accordance with Specifications — Table of
Contents.
C. Maintain documents in a clean, dry, legible condition and in good order.
Do not use record documents for construction purposes.
01720 - 1
D. Make documents and samples available at all times for inspection by
Engineer and Village. Record drawing information shall be maintained
concurrently with Pay Requests.
1.03 MARKING DEVICES
A. Provide felt tip marking pens for recording information in the color red.
1.04 RECORDING (SEE ALSO GENERAL CONDITIONS AND TERMS)
A. The Contractor shall provide record drawings for all pay applications,
partial releases and final release submittals. With each submittal provide
survey data, signed and sealed by the Contractor's Surveyor, to support
elevation information depicted on the record drawings.
B. Label each document "PROJECT RECORD" in neat large printed letters.
C. Record information concurrently with construction progress. DO NOT
conceal or backfill any work until required information is recorded.
D. Drawings-General: The Record Drawings shall correctly and accurately
be drawn to record actual construction. Legibly mark to record actual
construction-
1. Horizontal location of pipes and other improvements shall be
provided any time the pipe passes a permanent surface reference
point. Permanent surface reference points must be permanent
structures manholes, catch basins, concrete sidewalk or concrete
curbs. Edge of pavement and road intersections may not be used
without the Engineer's approval. Any deviations from the alignment
shown on the drawings must be noted.
2. Existing utilities that are not shown on the plans that are found in
the field are to be noted and recorded on the record drawings.
Actual locations of all utilities including water service and sanitary
laterals shall be noted and recorded on the record drawings.
a. Field changes of dimension and detail
b. Drainage and Control Structure inverts and weir elevations.
Roadway, sidewalk, planters, parking area, and site
perimeter elevations
C. Sanitary manhole rim and invert elevations
d. Changes made by Work Change Directives or by Change
Order
e. Details not on original Contract Drawings
f. Limits of work including temporary storage equipment area
g. All information required by the Village Standards
01720 - 2
E. Drawings — General Requirements for Pressure Mains. Record Drawings
shall legibly and accurately depict record of actual construction and
showing the following, as a minimum:
1. Material used to construct mains
2. Location and top of pipe elevation of all fittings, including
sleeves, and valves by stationing and offsets
3. Top of pipe elevation at every 50 feet and at every change of
direction
4. Length of restrained pipe
5. All elevations and horizontal control of all storm sewer,
gravity sewers including laterals, fittings and clean outs,
electric cables, television cables, telephone cables, force
mains and water mains which are crossed or exposed
6. Locations and elevations as required to define major
horizontal/vertical pipe deflections/conflicts. Data shall
include beginning and end of deflection/conflicts, all changes
in elevations and alignment and the location and elevation of
subject conflict item.
7. Location and elevation of all connections to existing systems
8. Locations and elevations as required to describe all other
improvements
F. Drawings — Specific Requirements for Pressure Mains
1. General - FOR ALL LAYERS:
a. All references to "proposed" and "plan" are to be
removed from the Final Record Drawings
b. All lines, structures, and other items that are relocated
will be removed and shown in the proper location
(hand written notes and 'Y'ing out will not be allowed)
C. All record drawings will be signed and sealed by
Certified Land Surveyor or Professional Engineer
licensed to practice in the State of Florida. If certified
by a Surveyor, P.E. will sign off stating that the
record drawings were checked by the Engineer,
verifying that they inspected the work
d. Clearly mark existing infrastructure which is to remain.
e. Clearly mark existing infrastructure which has been
abandoned, and how it was abandoned.
f. Station, length, width and depth of flowable fill used.
g. Record Drawings shall not be greater than 1" - 30' in
scale
h. All Detail sheets shall be included with each record
drawing
01720 - 3
i. Location by station and elevation, width, depth and
length of flowable fill used for all uses.
j. Supply all surveys of the project and or property.
2. Water and Force Mains - TO BE SHOWN ON ONE LAYER:
Water Utility Record Drawings shall conform with the requirements
of the Village of Tequesta Utility Department. Records shall
include locations (horizontal and vertical) of all pipe lines,
structures, fittings, valves, and appurtenances and all water/utility
crossings (including sanitary laterals) for proposed mains in
accordance with Village and Palm Beach County Health
Department requirements. Water main record drawings shall
include at a minimum:
a. Pressure class and material of proposed pipe
b. Top of Pipe elevations and horizontal location every 100
feet
C. Locations and elevation of all fittings including bends,
tees, gate valves, double detector check valves, fire
hydrants, etc. All tie-ins to existing lines shall be as-built
d. Water meter locations (with stations/offsets)
e. The ends of all proposed water service at the buildings or
homes shall be as-built or where the water service
terminates
f. Limits of restrained joints on proposed and existing main
g. Locations of joint deflections
h. Thrust block locations and size
3. Sanitary Sewers - TO BE LOCATED ON THE SAME LAYER
AS WATER AND FORCE MAINS
a. Manhole rim elevation, invert elevations and
directions.
b. Length of run between sanitary structures, type of and
size of pipe material with calculated percentage of
slope for the run of pipe.
C. Location of sanitary service wyes with station and
offset, together with the invert elevation, station and
offset, pipe diameter, lateral fittings, and material
(clean-out).
d. Locations and type of flexible eccentric coupling with
station and offset, and adjoining pipe diameters and
materials.
e. Applicable lift station information should be filled out
on the detail sheet for lift stations.
4. Water/Sanitary/Storm Pipe Crossings and Separations -
PART OF WATER, SANITARY, AND/OR STORM LAYER
01720 -4
a. Pipe types, sizes and material
b. Crossings: Top and bottom elevations of pipes
crossing each other and the distance between the
outside of the two lines
C. Separation: Distance between the OD of the two lines
5. Conflict Storm/Water/Sanitary Structures - PART OF EACH
APPLICABLE LAYER:
a. Top and bottom of casing
b. All info asked for in storm or sanitary manhole
descriptions with the addition of top of all pipes
6. Casings - PART OF EACH APPLICABLE LAYER:
a. Material and thickness
b. Top of and invert of casing
C. Length and station and offset of ends
d. If used, station and offset for vent, including tap
location, and fittings
7. Storm Sewers - TO BE LOCATED ON A SEPARATE
LAYER:
a. Manhole and catch basin rim elevation, outfalls and
top of headwall invert elevations and direction, weir
elevations, bottom of manholes and catch basins
(sumps)
b. Length of run between storm structures, type of and
size of pipe material with calculated percentage of
slope for the run of pipe
C. Location of service connections (without manholes)
together with the invert elevation, pipe diameter and
material
d. Dry retention, wet retention, dry detention, wet
detention areas
e. Exfiltration trenches, Station at beginning and end of
system, width, depth
f. Top of and toe of slope on berm elevation designed to
stop flooding
8. Street Lights - TO BE LOCATED ON A SEPARATE LAYER:
a. Manufacturer, model, and height of poles shall be
shown on the record drawings
01720 - 5
b. Manufacturer, model, and wattage and voltage of
lights shall be shown on the record drawings
C. Pull boxes, station and offset
d. Length of conduit runs between boxes and poles, type
of, and size of pipe material. Show as laid in the
ground, not as a wiring schematic, with amount, by
color, type of, and size of wiring material
e. Service connection, type (FP&L owned and metered)
station and offset
9. Irrigation - TO BE LOCATED ON A SEPARATE LAYER:
a. Backflow preventer, control stand location, control
valve, zone, station and offset
b. Main line piping size, material, lengths, depth
C. Heads, Type (1/4, half, 3/4, full circle) zone, station
and offset
d. Control Stand, station and offset
10. Landscaping - TO BE LOCATED ON A SEPARATE LAYER:
a. Tree type, caliper, and height
b. Tree grate, size, and model
C. Station, elevation, length, width, and depth of
Structural Soil used
d. Top of and toe of slope on berm elevation for
landscaping
11. Private Construction Impacts to Right-of-Way - TO BE
LOCATED ON A SEPARATE LAYER:
a. Private utility or revocable easements in the Village or
County's ROW or on Village property must be shown
on the plan. Any improvements within the easement
need to be shown and called out as private. The
recording information should be on the as-built.
b. Privately owned lighting, irrigation and landscaping in
the Village or County right-of-way needs to be called
out as private and identified.
C. All aerial and underground footer easements (in
ROW)
G. Specifications and Addenda: Legibly mark each section to record-
1. Manufacturer, trade name, catalog number and supplier of
each product and item of equipment actually installed
2. Changes made by field order or by Change Order
01720 - 6
H. Photographs-
1. Manufacturer, trade name, catalog number and supplier of
each product and item of equipment actually installed
2. Changes made by field order or by Change Order
1.05 SUBMITTAL
A. Record drawings shall be submitted to the Engineer with pay
applications, and partial and final releases per Village standards. If
no Village standards exist, utilize the following formats-
1. All incoming as-built survey AutoCAD drawing files shall be
received on CD-ROM in a jewel case and in state plane
coordinates. The disk label shall include the following:
a. Engineering and/or Survey Company Name with
prepared by statement
b. Project Name
C. Village of Tequesta Project Number
d. Date the data is burned onto disk
e. Designate "Record Drawings", "Preliminary Record
Drawings", or "Final Record Drawings"
2. Four (4) - 24" by 36" hard copies, signed and sealed
3. An electronic PDF of the record drawing
4. AutoCAD Files must be submitted in DWG format, latest
AutoCAD version
5. Each file should be for one section of development and one
layer as described in 1.04. Multiple sections will not be
accepted in one file.
6. Tie into section corners in the Florida State Plane
Coordinate System to insure proper orientation at each end
of baseline. Section corner tie sheets can be obtained from
the Palm Beach County Surveyor's web page.
B. At Contract close-out, deliver Record Documents to Engineer for
the Owner.
C. Accompany submittal with transmittal letter in duplicate, containing-
1. Date
2. Project title and number
3. Contractor's name and address
4. Title and number of each Record Document
5. Signature of Contractor or his authorized representative
01720 - 7
1.06 AS-BUILT SURVEYS
A. CONTROL INFORMATION FOR AS-BUILT UTILITY SURVEY
WORK
1. All as-built drawings shall state in 1" lettering "AS-BUILT
RECORD SURVEY' located in the bottom right hand side of
the drawing original and/or copies, along with the as-built
date
2. All as-built surveys shall meet the minimum requirements of
the Chapter 61G17, Florida Administrative Code Pursuant to
Section 472 of the Florida Statutes. All surveys shall be
based on a minimum horizontal control Third Order, "Class
2."
3. All state plane coordinates shall be based on the Florida
State Plane Horizontal Data (East Zone); Florida High
Precision Geodetic Network (Superstation) and NAD
83/1990 — final adjustment.
4. State plane coordinates shall be physically tied to a
minimum of two known state plane coordinate benchmarks
that utilize number 3 above. State plane coordinates shall
be shown on survey at benchmarks used.
5. The Contractor shall provide the Engineer and Owner with
record drawings in NAVD 1988
6. All record data shall be digitally positioned on the design
drawings prepared by the engineer of record. Said design
drawings shall be complete and include both plan and profile
views of the infrastructure.
7. All as-builts shall clearly depict as-built utility lines that were
constructed along with all easements
8. All as-builts shall include the information required by the
Village Standards
PART 2 — PRODUCTS
NOT USED
PART 3 — EXECUTION
NOT USED
END OF SECTION
01720 - 8
SECTION 01730
OPERATION AND MAINTENANCE MANUALS
PART 1 — GENERAL
1.01 RELATED INFORMATION
A. Compile product data and related information appropriate for Owner's
maintenance and operation of products furnished under the Contract.
1. Prepare operating and maintenance data as specified in this Section
and as referenced in other pertinent sections of Specifications.
B. Instruct Owner's personnel in the maintenance of products and in the
operation of equipment and systems.
1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Specified in other Sections-
1. Section 01300: Submittals and Progress Schedules
2. Section 01720: Project Record Drawings
1.03 FORM OF SUBMITTALS
A. Prepare data in the form of an instructional manual and electronic format for
use by Owner's personnel.
B. Hard-Copy Format-
1. Size: 8-1/2 in. x 11 in.
2. Text: Manufacturer's printed data, or neatly typewritten.
3. Drawings:
a. Provide reinforced punch binder tab, bind in with text.
b. Fold larger drawings to the size of the text pages.
4. Provide fly-leaf for each separate product, or each piece of operating
equipment.
01730-1
a. Provide typed description of product, and major component
parts of equipment.
5. Cover: Identify each volume with typed or printed title "OPERATING
AND MAINTENANCE INSTRUCTIONS". List:
a. Title of Project.
b. Identity of separate structure as applicable.
C. Identity of general subject matter covered in the manual.
C. Binders-
1. Commercial quality expandable catalog binders with durable and
cleanable plastic covers.
2. When multiple binders are used, correlate the data into related
consistent groupings.
D. Electronic format shall be in .pdf file format. Copies of specific manuals shall
either be scanned or converted to .pdf format and submitted on CD disc to
Owner. Submit after approval of hard copies.
1.04 CONTENT OF MANUAL
A. Neatly typewritten table of contents for each volume, arranged in a
systematic order.
1. Contractor, name of responsible principal, address and telephone
number.
2. A list of each product required to be included, indexed to the content
of the volume.
3. List, with each product, the name, address and telephone number of:
a. Subcontractor or installer.
b. Maintenance contractor, as appropriate.
C. Identify the area of responsibility of each.
d. Local source of supply for parts and replacement.
4. Identify each product by product name and other identifying symbols
as set forth in Contract Documents.
B. Product Data-
1. Include only those sheets which are pertinent to the specific product.
2. Annotate each sheet to:
a. Clearly identify the specific product or part installed.
01730-2
b. Clearly identify the data applicable to the installation.
C. Delete references to inapplicable information.
C. Drawings-
1. Supplement product data with drawings as necessary to clearly
illustrate relations of component parts of equipment and systems.
2. Coordinate drawings with information in Project Record Documents to
assure correct illustration of completed installation.
3. Do not use Project Record Documents as maintenance drawings.
D. Written text, as required to supplement product data for the particular
installation-
1. Organize in a consistent format under separate headings for different
procedures.
2. Provide a logical sequence of instructions for each procedure.
E. Copy of each warranty issued.
1. Provide information sheet for Owner's personnel, give:
a. Proper procedures in the event of failure.
b. Instances which might effect the validity of warranties.
1.05 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Submit three (3) complete copies of manual in final form.
B. Content, for each unit of equipment and system, as appropriate-
1. Description of unit and component parts.
a. Function, normal operating characteristics, and limiting
conditions.
b. Performance curves, engineering data and tests.
C. Complete nomenclature and commercial number of all
replaceable parts.
2. Operating procedures:
a. Start-up, break-in, routine and normal operating instructions.
b. Regulation, control, stopping, shut-down and emergency
instructions.
C. Summer and winter operating instructions.
01730-3
d. Alignment, adjusting and checking.
3. Servicing and lubrication schedule:
a. List of lubricants required for each piece of equipment.
b. Schedule for manufacturer recommended maintenance.
4. Manufacturer's printed operating and maintenance instructions.
5. Original manufacturer's parts list, illustrations, assembly drawings and
diagrams required for maintenance.
6. Manufacturer's written warranties for parts and labor.
7. Other data as required under pertinent sections of specifications.
1.06 SUBMITTAL SCHEDULE
A. Submit one copy of completed data in final form fifteen days prior to final
inspection or acceptance.
1. Copy will be returned after final inspection or acceptance, with
comments.
B. Submit specified number of copies of approved data in final form 10 days
after final inspection or acceptance.
1.07 INSTRUCTION OF OWNER'S PERSONNEL
A. Prior to final inspection or acceptance, fully instruct Owner's designated
operating and maintenance personnel in the operation, adjustment and
maintenance of all products, equipment and systems.
B. Operating and maintenance manual shall constitute the basis of instruction.
1. Review contents of manual with personnel in full detail to explain all
aspects of operations and maintenance.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
END OF SECTION
01730-4
SECTION 01740
WARRANTIES AND BONDS
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Compile specified warranties and bonds.
B. Compile specified service and maintenance contracts.
C. Co-execute submittal when so specified.
D. Review submittals to verify compliance with Contract Documents.
E. Submit to Engineer for review and transmittal to Owner.
1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Specified in other Sections-
1. Section 01700: Contract Close-Out
C. Each respective section of Specifications shall have Warranties and
Bonds required for specific products.
D. Provisions of Warranties and Bonds, Duration: The respective section of
specification which specifies the product.
1.03 SUBMITTAL REQUIREMENTS
A. Assemble warranties, bonds and service and maintenance contracts,
executed by each of the respective manufacturers, suppliers and
subcontractors.
B. Table of Contents: Neatly typed, in orderly sequence. Provide complete
information for each item.
1. Product or work item.
2. Firm, with name of principal, address, and telephone number.
3. Scope.
01740 - 1
4. Date of beginning of warranty, bond or service and maintenance
contract.
5. Duration of warranty, bond or service maintenance contract.
6. Provide information for Owner's personnel:
a. Proper procedure in case of failure
b. Instances which might affect the validity of warranty bonds.
7. Contractor, name of responsible principal, address and telephone
number.
1.04 FORM OF SUBMITTALS
A. Prepare in duplicate packets.
B. Format-
1. Size 8-1/2" X 11" punched sheets for 3-ring binder
a. Fold larger sheets to fit into binders
2. Cover: Identify each packet with typed or printed title
"WARRANTIES AND BONDS." List:
a. Title of project
b. Name of Contractor
C. Binders: Commercial quality, three-ring, with durable and cleanable
plastic cover.
D. Provide one electronic copy of warranties, bonds, and service
maintenance contract on CD-ROM as PDF files.
1.05 TIME OF SUBMITTALS
A. Make submittals within ten days after Date of Substantial Completion,
prior to final request for payment.
B. For items of work, where acceptance is delayed materially beyond the
Date of Substantial Completion, provide updated submittal within ten days
after acceptance, listing the date of acceptance as the start of the
warranty period.
01740 - 2
1.06 SUBMITTALS REQUIRED
A. Submit warranties, bonds, and service and maintenance contracts as
specified in the respective sections of Specifications, as appropriate.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
END OF SECTION
01740 - 3
This page intentionally left blank
01740 - 4
SECTION 02016
EXISTING UTILITIES AND UNDERGROUND STRUCTURES
PART 1 — GENERAL
1.01 GENERAL
A. The plans depict the approximate location of the existing utilities. The
locations of those facilities (horizontal and vertical) were obtained from
survey information, Utility Atlas and Record Drawings provided by the
applicable Utility Owners, and a limited amount of utility soft dig information
(Appendix C).
B. Existing utilities shown are located according to the information available to
the Engineer at the time of the topographic survey. Guarantee is not made
that all existing underground utilities are shown or that the location of those
shown are entirely accurate. Finding the actual location of any existing
utilities is the Contractor's responsibility and shall be done before he
commences Work in the vicinity. Furthermore, the Contractor shall be fully
responsible for any and all damages due to the Contractor's failure to exactly
locate and preserve any and all underground utilities.
1.02 CONTRACTOR'S RESPONSIBILITIES
A. Contractor shall notify the Sunshine State One Call of Florida (SSOCF)
service at 811, 48-hours prior to digging for direct bury, as required by
Florida Statues Chapter 556 throughout the duration of the construction
project.
B. Locate the cables, ducts, conduit, pipeline, etc. in advance of the proposed
construction.
C. Notify the Engineer of any substantial changes and/or conflicts that would
require a deviation in the plans. Late discovery of existing underground
utilities does not constitute "required" deviations should early discovery
prevent them.
D. Repair any damage done to existing utilities at no additional expense to the
Owner.
E. Remove or modify those utilities scheduled to be removed or modified on the
plans.
F. All asbestos cement pipe that is not abandoned in place shall be removed
and disposed of off-site in a legal manner.
02016-1
G. Provide support of existing utilities that are to remain and be protected while
uncovered during installation of the new improvements or removal of existing
items required to be removed.
1.03 PRECONSTRUCTION VIDEO
A. At least one (1) week prior to the start of construction, the Contractor shall
have video recordings taken of the entire project area. This area includes but
is not limited to, the entire length of the utility work, and all locations where
work may occur on or near private property, including for residences where
meter relocations are to occur. Such recordings shall be provided to the
Owner and Engineer before the commencement of construction. These
recordings shall serve as record of the conditions as they existed priorto the
start of the work. They will be used in the event of a dispute that arises from
restoration or damage claims from property owners along the project
corridor. The Contractor shall pay particular attention to existing damage on
public and private property near the work area and ensure that these items
are documented on the video.
B. Video shall be limited to one video per street or a maximum of 2,000 linear
feet of roadway per file.
C. Label and catalog by street name and beginning and ending intersections.
D. Video files are to be submitted to the Owner and Engineer on a DVD in a
standard video format that is able to be viewed on a Windows operating
system. All video files shall become the property of the Owner.
PART 2 — PRODUCTS
NOT USED
PART 3 — EXECUTION
NOT USED
END OF SECTION
02016-2
SECTION 02065
DEMOLITION
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. ON — SITE DEMOLITION
1. The Contractor shall furnish all supervised labor, materials,
equipment, and incidentals required for the removal of all items
necessary to be removed in order to construct the project as shown
on and in accordance with the plans and specifications.
B. REMOVAL PROCEDURES
1. Perform complete or partial removal and disposal of specified
existing debris, vegetation, asphalt, concrete, piping, structures,
landscaping, mechanical equipment, electrical equipment and
miscellaneous items and appurtenances encountered during
construction operations.
2. Perform temporary modification of structures, equipment,
appurtenances and utilities as necessary to allow for operation of
the facilities during construction.
3. Perform demolition, partial removal and cutting of existing asphalt,
concrete, piping, structures, and appurtenances as required for the
new construction.
4. Handle existing equipment to be reinstalled or salvageable as
specified.
5. Perform off-site disposal of excess and unacceptable materials
including but not limited to asphalt, concrete, concrete blocks,
bricks, steel, PVC, AC pipe, DI pipe, Cl pipe, fuel, waste oil, metal,
debris, etc. All materials shall be disposed of off-site in a legal
manner.
6. This section may not cover all of the activities necessary to perform
the Work. The Contractor shall exercise due concern for the utility
system operation and shall diligently direct all of the Contractor's
activities toward maintaining continuous operation of the existing
facilities and minimizing operation impacts.
02065-1
1.02 RULES AND REGULATIONS
A. The Building Code of the State of Florida shall control the demolition,
modification or alteration of the existing site.
B. No blasting shall be done on-site.
C. Refer to the Village of Tequesta Code of Ordinances and the project
permits for additional requirements.
1.03 ACCESS
A. Conduct demolition and modification operations, and the removal of
equipment and debris to ensure minimum interference with roads and
walks both on-site and off-site and to ensure minimum interference with
occupied or used facilities.
B. Special attention is directed towards maintaining safe and convenient
access to the existing facilities.
C. Do not close or obstruct streets, walks or other occupied or used facilities
without permission from the Owner. Provide alternate routes around
closed or obstructed traffic in access ways.
1.04 PROTECTION
A. The Contractor shall conduct construction activities to minimize damage
to adjacent buildings, structures, roadways, utilities, storm drainage, and
other facilities, including persons.
B. Provide support to existing utilities and other improvements as required to
install the new improvements.
1.05 DAMAGE
A. The Contractor shall immediately report damage caused to adjacent
facilities by demolition operations. The Contractor shall promptly make all
required repairs as directed by the Engineer and at no cost to the Owner.
1.06 UTILITIES
A. It shall be the Contractor's responsibility to maintain existing utilities in
service and protect against damage during demolition operations
02065-2
1.07 POLLUTION CONTROL
A. For pollution control, use sprinkling, temporary enclosures, and other
suitable methods as necessary to limit the amount of dust and dirt rising
and scattering in the air to the lowest level of air pollution practical for the
conditions of work. Comply with the governing regulations.
B. Clean adjacent structures and improvements of all dust, dirt, and debris
caused by demolition operations. Return areas to conditions existing prior
to the start of work.
C. Pollution control measures outlined in the Stormwater Pollution
Prevention Plan shall be implemented during the entire construction
timeline to control turbidity and sediment discharges to the stormwater
system.
D. The Contractor shall provide for any required water quality monitoring
programs as may be outlined in the SFWMD Dewatering Permit.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
END OF SECTION
02065-3
This page intentionally left blank.
02065-4
SECTION 02110
CLEARING AND GRUBBING
PART 1 -GENERAL
1.01 SCOPE
A. The Work to be performed under this item shall consist of either the clearing
of or the clearing and grubbing of the area of construction as designated on
the drawings.
B. Clearing - Where clearing only is required, it shall consist of the cutting and
removal of all trees, stumps, brush, logs, hedges, and the removal of all
fences, concrete, debris, asphalt, and other loose or projecting material from
the designated area. The grubbing of stumps and roots will be required.
C. Clearing and Grubbing - Clearing and grubbing shall consist of clearing the
surface of the ground of the designated areas of all trees, stumps, down
timber, logs, snags, brush, undergrowth, hedges, heavy growth of grass or
weeds, fences, structures, debris, and rubbish of any nature, natural
obstructions or such material which, in the opinion of the Engineer, is
unsuitable, including grubbing of stumps, roots, matter roots, foundations
and disposal from the project of all spoil materials resulting from clearing and
grubbing by burning or otherwise.
1.02 REFERENCES
A. Florida Department of Transportation Standard Specifications for Road and
Bridge construction (FDOT), latest edition.
PART 2 - MATERIALS
2.01 MATERIALS FOR REPLACEMENT
A. All materials required to be brought on to the site for filling of holes caused by
grubbing or otherwise shall be as specified in Section 02200 — Earthwork,
Excavation and Backfill.
02110-1
PART 3 - EXECUTION
3.01 SCHEDULE
A. The Contractor shall schedule the clearing or clearing and grubbing work at a
satisfactory time in advance of the project improvement construction
operation.
3.02 SPOIL MATERIALS REMOVAL
A. All materials to be disposed of by removal from the site shall be disposed of
off-site in a legal manner by the Contractor at the Contractor's expense. The
manner and location of disposal of materials shall be subject to review by the
Engineer and shall not create an unsightly or objectionable view.
3.03 CLEARING
A. Clear the area of all objectionable materials. Trees and other debris
unavoidably falling outside the specified limits must be cut up, removed, and
disposed of in a satisfactory manner. Preserve and protect from injury all
trees not to be removed. The trees, stumps, and brush shall be cut to a
height of not more than 12-inches above the ground. The grubbing of
stumps and roots will be required.
B. On-site burning of debris will not be allowed.
3.04 CLEARING AND GRUBBING
A. In areas designated to be cleared and grubbed, all stumps, roots, buried
logs, brush, grass and other unsatisfactory materials shall be removed.
B. All holes remaining after the grubbing operation in embankment areas shall
have the sides broken down to flatten out the slopes, and shall be filled with
acceptable material, moistened and properly compacted in layers to the
density required in Section 02200. The same construction procedure shall
be applied to all holes remaining after grubbing in excavation areas where
the depth of holes exceeds the depth of the proposed excavation.
END OF SECTION
02110-2
SECTION 02150
DEWATERING
PART 1 — GENERAL
1.01 SECTION INCLUDES
A. The Work covered by this Section consists of furnishing all permits, labor,
equipment, appliance and materials, and performing all operations required
for dewatering all excavations, if required, complete.
1.02 RELATED SECTIONS
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Specified in other Sections-
1. Section 01060: Regulatory Requirements and Notifications
2. Section 02200: Earthwork, Excavation, and Backfill.
PART 2 - PRODUCTS
2.01 TEMPORARY FACILITIES
A. All materials and equipment shall be suitable and adequate to function
continuously as a dewatering system.
B. All material and equipment used in the dewatering system remain the
property of the Contractor and shall be removed off-site when dewatering is
completed.
C. All dewatering equipment shall conform with the noise standards set forth in
the Village of Tequesta Code of Ordinances.
2.02 SUBMITTALS
A. Submit the dewatering method or plan in accordance with Submittal
specifications prior to commencing dewatering if it is determined by the
Contractor that dewatering beyond that allowed by a no-notice dewatering
permit is required to construct the project.
02150-1
B. The Contractor shall prepare and submit the necessary permit applications
and supporting documents for the purposes of obtaining a dewatering permit
from the SFWMD and any other required agencies.
PART 3 - EXECUTION
3.01 METHODS
A. The method of dewatering is to be selected by the Contractor and may
include-
1. Wellpoints
2. Sump pumps
3. Bedding rock
4. Dewatering wells
5. Other approved items
3.02 DISCHARGE
A. The Contractor shall provide all labor, materials, tools and equipment
necessary to properly control the quality of the discharge from his
dewatering operations as described herein. The Contractor shall comply with
all applicable laws, rules and regulations governing the discharge of water
from his dewatering operations.
B. The Contractor shall not discharge water in any manner that will-
1. Adversely affect water quality of nearby water bodies
2. Violate Federal, State or local laws or regulations
3. Allow discharge to flow onto private property
4. Deter movement of traffic
5. Damage portions of the work previously constructed
6. Damage portions of existing facilities or structures
7. Violate the conditions of the SFWMD Dewatering Permit
8. Violate the conditions of the Stormwater Pollution Prevention Plan
C. The Contractor shall obtain and pay for any permits required to discharge
the dewatering waters.
D. The Contractor shall coordinate and pay for any water quality monitoring
program that may be required by the applicable dewatering permit(s).
END OF SECTION
02150-2
SECTION 02200
EARTHWORK, EXCAVATION, AND BACKFILL
PART 1 - GENERAL
1.01 SECTION INCLUDES
The Work covered by this section consists of furnishing all labor, equipment, and
materials, and performing all earthwork operations to include:
A. Excavation and backfill of structures, foundations, and pavements
B. Surface preparation for structures, foundations, and pavements
C. Excavation and backfill of pipe trenches
D. Roadway area grading
E. Soil compaction and stabilization requirements for pipe trenches and
roadway areas
F. Soil testing for pipe trenches and parking areas
1.02 REFERENCES
A. Florida Department of Transportation Standard Specifications for Road and
Bridge Construction, Latest Edition.
B. American Society for Testing and Materials (ASTM)
D698 Moisture-Density Relationship of Soils
D1556 Standard Method of Test for Density of Soil in Place by Sand
Cone Method
D1557 Method for Test for Moisture-Density Relations of Soils Using a
10-Pound Rammer and 18-Inch Drop
D2487 Classification of Soils for Engineering Purposes
D6938 Density of Soil and Soil-Aggregate in Place by Nuclear Methods
02200 - 1
1.03 RELATED SECTIONS SPECIFIED ELSEWHERE
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Specified in other Sections-
1. Section 01410: Testing Laboratory Services
2. Section 02016: Existing Utilities and Underground Structures
3. Section 02150: Dewatering
4. Section 02660: Pressure Pipe Systems
C. Village of Tequesta Engineering Standards
1.04 FIELD MEASUREMENTS AND COORDINATION
A. Verify that survey benchmark, control point, and intended elevations for the
work are as shown on the Drawings.
B. Verify that work associated with lower elevation utilities is complete before
placing higher elevation utilities.
1.05 SUBSURFACE SOILS DATA
A. The Owner and Engineer make no representations or statements as to site
or soil conditions, and therefore do not assume any responsibility for actual
site or soil conditions.
PART 2 - PRODUCTS
2.01 EXCAVATION
A. All excavation is unclassified. Complete all excavation regardless of the
type, nature, or condition of the materials encountered.
2.02 SOURCE QUALITY CONTROL
A. If tests fora material type fail three times, the Engineer may reject the source
supplier and require the Contractor to submit a new source for approval, at
no additional cost to the Owner. The in-situ material is considered
acceptable material and may be used, provided it meets the specified
requirements.
02200 - 2
B. Quality control of the work shall be the Contractor's responsibility and the
Contractor shall make every effort to produce the best quality work as
specified on the Drawings and in these Specifications.
2.03 STRUCTURAL FILL AND BACKFILL
A. Fill and backfill under and around all structures shall be suitable on-site
excavated material or approved imported material. Material shall be free of
organic material, shall not have more than 10 percent by dry weight passing
the U.S. Standard No. 200 sieve, and shall have no rocks larger than 3-
inches in size. On-site Fine Sand (SP), without roots or other deleterious
materials, is suitable material. Imported material may be provided by the
Contractor at no additional cost to the Owner.
B. On-site soils with more than 10% by dry weight passing the U.S. Standard
No. 200 sieve and/or particle sizes larger than 3-inches are not suitable for
use as fill under pavements or structures.
C. Backfill behind walls shall be as specified above except that they shall not
have more than 4% by dry weight passing the U.S. Standard No. 200 sieve.
2.04 EARTHFILL
A. On-site excavated material free from roots, trash, and rocks larger than 3-
inches.
2.05 FLOWABLE FILL
A. Provide and place flowable fill in accordance with the requirements of
Section 121 of the Florida Department of Transportation Standard
Specifications for Road and Bridge Construction, Latest Edition.
2.06 WATER FOR COMPACTION
A. The Contractor shall furnish potable water, as required. The Contractor may
coordinate with the Village of Tequesta Engineering Department to arrange
for a hydrant meter for water during construction. Costs associated with the
hydrant meter shall be paid for by the Contractor. Water trucks shall be used
as required.
2.07 EQUIPMENT
A. All equipment shall be suitable and adequate to perform the Work specified.
Compaction equipment shall be vibratory type. It is recommended that the
Contractor perform a pre-construction assessment of existing adjacent
02200 - 3
structures and monitor those structures for settlement during the
construction period. Contractor shall notify Owner of any settlements that
occur at existing adjacent structures.
PART 3 — EXECUTION
3.01 PREPARATION
A. Identify required lines, levels, contours, and datum locations. Protect bench
marks, survey control points, sidewalks, paving, and curbs from excavating
equipment and vehicular traffic.
B. Locate, identify, and protect utilities that remain from damage.
3.02 STRIPPING TOPSOIL
A. See Section 02110, Clearing and Grubbing. Stripping of topsoil shall be
performed prior to any cutting, excavation, removal and/or replacement or fill
materials.
B. Strip topsoil from designated areas within boundaries of proposed
construction lines to a depth of approximately 6-inches to 8.5-inches. The
top materials stripped shall be removed and disposed of off site, unless
authorized for use on the site landscaping areas by the Engineer or Owner.
Top materials shall not be used under roadway or parking areas.
C. Stripping of topsoil shall ensure the entire site is stripped and scraped clean
of all brush, weeds, grass, roots, vegetation, etc.
3.03 CUTTING
A. Except as otherwise specified, after stripping of topsoil all site areas which
are above elevation required shall be cut to subgrades required by drawings.
3.04 FILLING
A. Except as otherwise specified, after stripping of topsoil all site areas which
are below elevation required shall be compacted as specified and then over
such areas clean granular fill placed and compacted in layers not exceeding
6-inches in un-compacted thickness. Each layer of fill shall be compacted to
at least 95% of the modified proctor maximum dry density required on the
construction drawings (ASTM D1557 or AASHTO T-180). Filling and
compaction shall continue until subgrades required for various areas are
reached. All holes and depressions caused from removal of trees, stumps,
02200 - 4
etc. shall be filled and compacted. Fill shall be good clean material as
previously specified.
3.05 EXCAVATION UNDER STRUCTURES AND PAVEMENT AREAS
A. Excavation shall be performed to elevations and dimensions required by
drawings with suitable allowance made for construction operations and
inspections. Excavation carried to depths below required elevations shall be
replaced in loose layers a maximum of 6-inches in depth and compacted in a
manner to achieve a minimum density of 98% as determined by and in
accordance with the modified proctor required on the construction drawings
(ASTM D-1557 or AASHTO T-180). The Contractor may place additional
concrete in lieu of replacing and compacting excess excavation as specified
above to fill excess cut. Correction of excess cut shall be responsibility of
the Contractor at no additional cost to the Owner.
B. Compact disturbed load bearing soil in direct contact with foundations to
achieve a minimum density of 98% as determined by and in accordance with
modified proctor required on the construction drawings (ASTM D-1557 or
AASHTO T-180).
C. Verify that the specified density extends to 2-feet below the bottom of the
structure or pavement base course to be installed.
D. Slope banks with machine to angle of repose or provide necessary shoring.
E. Do not interfere with 45 degree bearing splay of existing foundations without
providing adequate means of shoring protection.
F. Grade top perimeter of excavating to prevent surface water from draining
into excavation.
G. Notify the Engineer of unexpected subsurface conditions and discontinue
affected work in area until notified to resume work.
H. Correct areas over excavated in accordance with this section.
I. Remove excavated material unsuitable for backfill from site.
J. When muck or other deleterious materials is encountered in the excavation,
it shall be completely removed within the area of the structure or pavement
and to a depth where acceptable material is encountered. After removal of
all muck or other deleterious material, the area shall be backfilled with
approved fill material to the specified grade.
02200 - 5
3.06 TRENCH EXCAVATION AND PREPARATION
A. Excavation: Excavate as required for the installation of all piping, utilities,
conduits, and appurtenances.
B. Trench Width: Cut trenches sufficiently wide to enable installation, compaction
and inspection. The maximum width will not be limited except where excessive
trench width would cause damage to adjacent structures or piping.
C. Grade: Excavate the bottom of the trench to the line and grade shown, or as
established by the Engineer with proper allowance for pipe bedding.
D. All trench work shall comply with OSHA Standards and the Trench Safety Act of
1990, with latest revisions.
E. Piping shall be installed in a dry trench.
F. When acceptable material is encountered in the trench, the bottom shall be
excavated and graded to the depth required so as to provide a uniform and
continuous bearing and support for the pipe on solid and undisturbed ground
at every point between bell holes.
G. Bell holes shall be provided at each joint to permit the joint to be made
properly. At no time shall the bells support the pipe when in the trench.
H. When muck or other deleterious materials is encountered in the trench, it
shall be completely removed for the width of the trench at the pipe and to a
depth where acceptable material is encountered. After removal of all muck
or other deleterious material, the trench shall be backfilled with bedding
material to the bottom of pipe grade.
I. See the Village of Tequesta for additional requirements.
3.07 MAINTENANCE OF EXCAVATION
A. The excavation shall be maintained at a dry condition at all times.
B. All side slopes shall be such that material will not slide into the bottom of the
excavation and any material doing so shall be immediately removed. Trench
side slopes shall be in accordance with local codes, OSHA requirements,
and the Trench Safety Act.
C. All excavated material shall be piled in a manner that will not endanger the
work and that will avoid obstructing sidewalks and driveways. Hydrants
under pressure, valve pit covers, valve boxes, curb stop boxes, fire and
police call boxes, or other utility controls shall be left unobstructed and
02200 - 6
accessible until the work is completed.
D. Trees, shrubbery, fences, poles, bollards and all other property and surface
structures shall be protected unless their removal is shown on the drawings
or authorized by the Engineer. When it is necessary to cut roots and tree
branches, such cutting shall be done under the supervision and direction of
the Engineer.
E. The attention of the Contractor is drawn to the fact that during excavation at
the project site, the possibility exists of the Contractor encountering various
utilities (water, chemical, electrical, gas, or other) not shown on the
drawings. The Contractor shall exercise extreme care before and during
excavation to locate and flag these lines so as to avoid damage to the
existing lines. Should damage occur to an existing line, the Contractor shall
repair the line at no cost to the Owner.
F. It is the responsibility of the Contractor to ensure that all utility or other
poles, the stability of which may be endangered by the close proximity of
excavation, are temporarily stayed in position while the Work proceeds in
the vicinity of the pole and that the utility or other companies concerned be
given reasonable advance notice of any such excavation by the Contractor.
3.08 BACKFILL UNDER STRUCTURES AND PAVEMENT AREAS
A. Backfilling of excavated areas under, around or over building and structural
appurtenances and pavement, concrete or pavers shall be performed with clean
fill materials which are free of debris, organics, trash or other deleterious
substances. Suitable compaction equipment shall be used to obtain density
described previously for the entire depth of backfilling. Each layer of backfill
under structures, pavements, and pavers shall be compacted to a minimum of
98%as determined by and in accordance with the modified proctor required
on the construction drawings (ASTM D-1557 or AASHTO T-180). Each layer
of compacted backfill shall not exceed 6-inches in thickness. The completed,
compacted surface shall be at the proper final subgrade elevation.
B. Verify that the specified density extends to 18-inches below the bottom of the
structure or pavement base course to be installed.
3.09 TRENCH BACKFILLING
A. Haunch Backfill: Carefully place pipe bedding material so as not to damage the
pipe in maximum 6-inch loose lifts and compact to the pipe centerline. Use
hand-held compaction equipment.
B. Pipe Zone: Backfill with pipe bedding material in maximum 6-inch loose lifts and
02200 - 7
compact to a point at a minimum of 12-inches above the pipe crown or in
accordance with Palm Beach County standard detail, whichever is greater.
C. Under Pavement/Concrete/Paver Areas, and Structures: In areas where backfill
settlement must be held to a minimum, backfill above the pipe zone with pipe
bedding material in maximum 6-inch loose lifts and compact to a minimum 98%
maximum dry density as determined by and in accordance with the modified
proctor required on the construction drawings (ASTM D-1557 orAASHTO T-
180) up to the subgrade elevation. Backfilling and compaction within the MOT
Rights of Way shall be in accordance with the MOT Standard Specifications for
Road and Bridge Construction, latest edition.
D. Outside Pavement/Concrete/PaverAreas- In areas where backfill settlement is
not critical, backfill above the pipe zone with earthfill material to a density equal
to or greater than the soil adjacent to the pipe trench, but not less than 95% of
the maximum dry density as determined by and in accordance with the
modified proctor required on the construction drawings (ASTM D-1557 or
AASHTO T-180), to final grade.
E. No material shall be used for backfill which contains muck or other deleterious
material or material with an excessive void content. All backfill shall be
composed of select clean granular material.
F. All trenches and excavation shall be backfilled immediately after all pipe and
joints have been investigated and approved by the Engineer or the Village,
subject to satisfactory pressure and leakage test results, as required.
G. Backfill, in general, shall be kept up with the rate of pipe laying. No more than
100 feet of pipe trench shall be open at one time at any one project location.
H. See the Village of Tequesta Standards for additional requirements.
3.10 BACKFILL AROUND STRUCTURES
A. Obtain the Engineer's acceptance of concrete work and attained concrete
strength prior to backfilling.
B. Backfill with structural backfill material placed in maximum 6-inch loose lifts and
compacted to a minimum 98% of maximum dry density as determined by and in
accordance with the modified proctor required on the construction drawings
(ASTM D-1557 or AASHTO T-180).
C. Compact backfill adjacent to structures with equipment that will not damage the
structure.
02200 - 8
D. Backfill with flowable fill or other material only if reviewed and approved by the
Engineer.
3.11 SITE GRADING
A. Fill and contour site areas with earthfill material to elevations shown and as
required to prepare the site for landscape grading and sodding.
B. Place materials in maximum 6-inch loose lifts and compact as required to limit
subsequent settlement.
3.12 COMPACTION TESTING
A. In-situ compaction testing shall be performed by a certified laboratory.
B. Compaction testing shall be done by nuclear density equipment or other
approved methods. (ASTM D-2937, D-1557, D-6938, AASHTO T-180,
AASHTO T-90).
C. Density testing shall be performed as follows-
1. Pipe Trenches: 1 test per lift per 100-feet of pipe.
2. Fill Under/Around Structures: 1 test per lift under each structure or 1
backfill test per lift per drainage or sanitary structure installed.
3. Fill Under Pavement Areas: 1 test per lift per 2,000 square feet of
compacted surface area.
D. Test results in a specific location are only representative of a larger area if
the Contractor has used consistent compaction means and methods and the
soils are practically uniform throughout. If it is determined by the
Owner/Engineer that there are variations in the compaction methods and/or
soil uniformity, additional testing may be required.
3.13 FINAL AND FINISH GRADING
A. Using clean topsoil, perform all final and finish grading in all yard and planting
areas indicated on drawings. Topsoil shall be placed to a minimum of 4-inch
thickness, rototilled to a minimum depth of 8-inch, leveled and finish graded in
all areas. No pavement base course material or broken asphalt will be allowed
as topsoil materials in landscaping areas.
B. Final grading shall be performed and grades shaped to finished elevations
indicated. Finish grades(top of the soil)shall be approximately 1-1/2 inch below
edges of pathways, curbs and other paved or concrete slabs. After sod
installation, the top of the sod shall not be more than '/2-inch below or shall be
flush with the grade established by any adjacent paved or curbed surface.
02200 - 9
C. The Contractor shall verify that all finish subgrades are correct prior to beginning
installation of sod and planting materials. Upon completion of the project work,
the Contractor shall prepare"record drawings"verifying that all finish grades are
in accordance with the contract documents and shall submit same to the
Engineer for review and acceptance prior to requesting final inspection of the
project. The"record drawings"shall be prepared by a surveyor registered in the
State of Florida.
D. Upon project completion, all areas of the site within immediate construction and
adjacent areas shall be completely cleaned of all debris occasioned by this
construction. Particular attention is called to any cement, mortar, masonry
drippings and plaster which shall be completely removed from planting and lawn
areas and shall be disposed of off-site.
E. All areas adjacent to the site and all areas not within contract construction areas
shall be left in reasonably the same condition as they were found prior to
commencement of construction.
F. Any damage to the existing adjacent facilities including adjacent lakes or roads,
and related areas such as, but not limited to, finish grades, slopes, grass sod,
structures, pipe, etc. shall be repaired and restored to a proper and appropriate
condition acceptable to the Owner and Engineer.
3.14 EXCESS MATERIAL
A. Remove all excess suitable material from the site and dispose of at the
Contractor's expense.
B. Unsuitable materials shall also be removed and disposed of off-site at the
Contractor's expense.
END OF SECTION
02200 - 10
SECTION 02270
EROSION AND SEDIMENTATION CONTROL
PART 1 - GENERAL
1.01 DESCRIPTION
A. The Work specified in this Section consists of measures required to
control erosion on the project and in areas outside the project area where
Work is accomplished in conjunction with the project, so as to prevent
pollution of water, detrimental effects of public or private property adjacent
to the project area and damage to Work on the project. These measures
will consist of construction and maintenance of temporary erosion control
features or, where practical, the construction and maintenance of
permanent erosion control features.
1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Specified in other Sections-
1. Section 01060: Regulatory Requirements and Notifications
2. Section 02485: Grassing
1.03 START OF WORK
A. Do not start work until erosion control measures are in place.
PART 2 - PRODUCTS
2.01 GENERAL
A. No testing of materials used in construction of temporary erosion control
features will be required.
B. Materials used for the construction of the temporary erosion and
sedimentation control measures not to be incorporated into the completed
project may be new or used.
02270 - 1
PART 3 - EXECUTION
3.01 GENERAL
A. Construct temporary and permanent erosion and sediment control
measures to prevent the pollution of adjacent water ways in conformance
with the laws, rules and regulations of Federal, State and local agencies
and the conditions.
B. Temporary erosion control features shall consist of, but are not limited to,
temporary grassing, temporary sodding, temporary mulching, spoil
containment pits, sandbagging, slope drains, sediment basins, artificial
coverings, berms, baled hay or straw, floating silt barriers, staked silt
barriers and staked silt fences. Design details for some of these items may
be found in the Village of Tequesta Engineering Standard Details, Chapter
6 of the Florida Land Development Manual: A Guide to Sound Land Water
Management (Department of Environmental Regulation) or the Water
Quality Section of the applicable edition of the FDOT Roadway and Traffic
Design Standards.
C. Incorporate permanent erosion control features into the project within
seven (7) days of any construction activity. Correct conditions, using
temporary measures, that develop during construction to control erosion
prior to the time it is practical to construct permanent control features.
D. The Contractor will be required to prepare, submit, and obtain a Notice of
Intent (NOI) to use Generic Permit for Stormwater Discharge from the
Florida Department of Environmental Protection which will include a
Stormwater Pollution Prevention Plan (SWPPP) prepared by the Contractor
as required by F.A.C. 62-621.300(4) and the Environmental Protection
Agency (EPA) as part of the National Pollutant Discharge Elimination
System (NPDES) prior to beginning work.
3.02 INSTALLATION
A. Temporary Grassing: This Work shall consist of furnishing and placing
grass seed in accordance with Section 02485, Grassing.
B. Baled Hay or Straw-
1. This Work shall consist of construction of baled hay or straw dams
to protect against downstream accumulations of silt. The baled hay
or straw dams shall be constructed in accordance with the details
shown in FDOT's Roadway and Traffic Design Standards.
02270 - 2
2. The dam shall be placed so as to effectively control silt dispersion
under conditions present on this project. Alternate solutions and
usage of materials may be used if approved.
C. Temporary Silt Fences and Staked Silt Barriers: This Work shall consist of
furnishing, installing, maintaining and removing staked turbidity barriers in
accordance with the manufacturer's directions, these specifications,
conditions of the project permits, and the details as shown in FDOT's
Roadway and Traffic Design Standards.
3.03 REMOVAL OF TEMPORARY EROSION CONTROL FEATURES
A. In general, remove or incorporate into the soil any temporary erosion
control features existing at the time of construction of the permanent
erosion control features in such a manner that there will be no detrimental
effect.
3.04 MAINTENANCE OF EROSION CONTROL FEATURES
A. General: Provide routine maintenance of permanent and temporary
erosion control features until the project is completed and accepted.
B. Maintenance of erosion control measures shall be in strict accordance
with condition of the applicable NPDES, and the Village of Tequesta
requirements.
3.05 PROTECTION DURING SUSPENSION OF CONTRACT TIME
A. In the event that it is necessary that the construction operations be
suspended for any appreciable length of time, shape the top of the
earthwork in such a manner as to permit runoff of rainwater and construct
earth berms along the top edges of embankments to intercept runoff
water. Should such preventive measures fail, immediately take such other
action as necessary to effectively prevent erosion and siltation.
END OF SECTION
02270 - 3
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02270 -4
SECTION 02310
SITE GRADING
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. All applicable provisions of the Bidding and Contract Requirements, and
Division 1 - General Requirements shall govern the Work under this
section.
1.02 WORK INCLUDED
A. The Work covered by this section shall include all labor, equipment,
services and materials necessary for bringing the site to elevations
shown in the plans. This section shall include all necessary excavations
for streets. It shall include the construction of embankments and fills by
the loading, movement, deposition and compaction of suitable fill
materials resulting from above listed excavations. It shall include
stockpiling of any excess material to an on-site location as specified by
the Owner.
B. It shall include rough grading within the roadways and driveways to the
elevations or cross-section details shown on the drawings.
C. It shall include the erection and maintenance of any barricades that are
required for accident prevention and property protection.
D. It shall include removal and disposal of muck, rock boulders or any
foreign material interfering with construction.
1.03 RELATED WORK
A. Section 02110 — Clearing and Grubbing
B. Section 02200 — Earthwork, Excavation, and Backfill
PART 2 - PRODUCTS
NOT USED.
02310-1
PART 3 — EXECUTION
3.01 GENERAL
A. The Contractor shall acquaint himself with all Work to be performed as
specified and shown on the Drawings. He shall ascertain where all
excavation will be required and shall be solely responsible for all
excavating to complete the Contract.
3.02 PAYMENT
A. No extra payment will be allowed for type or classification of material in
excavation.
3.03 MATCHING EXISTING GRADES
A. Where existing roadbed surfaces are not at the elevation required prior
to subgrade compaction, the Contractor shall perform any such
excavation, filling, earthmoving and grading as may be necessary to
attain the proper compacted subgrade elevation before proceeding with
base course construction.
3.04 UNSUITABLE MATERIAL
A. All muck, large rocks and boulders encountered during the Work under
this Contract shall be removed and disposed of in a manner approved by
the Engineer.
3.05 EXCAVATION
A. All excavation shall be unclassified regardless of material encountered.
B. The Contractor shall make probings or sounding for subsurface rock to
ascertain its location and depth.
C. It shall be the Contractor's responsibility to be familiar with soil conditions
on the site. Borings, in addition to those provided by others, if any, shall
be acquired by the Contractor, at the Contractor's expense.
D. Any wet excavated materials shall be drained before hauling or moving.
3.06 EMBANKMENT (FILL)
A. Embankment shall be constructed from suitable materials resulting from
roadway or site excavation or approved materials furnished from off-site
02310-2
borrow areas.
B. Embankments shall be placed in successive layers of not more than 8-
inches in thickness, measured loose, for the full width of the
embankment.
C. Each layer of the material used in the formation of roadbed
embankments shall be compacted at optimum moisture content to a
density of at least 98% of the Maximum Density as determined by
Moisture-Density Tests AASHTO T-180 test results.
D. The existing material on the site may vary as to stability. The Contractor
shall satisfy himself by site inspection borings, probings, etc., prior to
bidding, as to the subsurface character of the material.
E. All unstable soil shall be removed and shall be replaced by material
approved by the Engineer.
3.07 GRADING
A. Due to the minimal longitudinal slope of the roadways, the Contractor
shall be required to demonstrate (through finish rock and first lift of
asphalt as-builts) a positive flow from high points to low points along the
edge of pavement and road crown as indicated on the Contract
Drawings.
B. Deviations from the proposed grades and drainage patterns as indicated
on drawings will be reviewed at the discretion of the Engineer.
C. The disposal of large rocks in excess of 8-inches, within roadways
and parking areas is prohibited. Where allowable, the disposal of large
rocks by burial in areas designated by the Engineer shall have a
minimum 30-inches of cover below finished grade elevation.
3.08 SURVEYS
A. All initial surveys, including detail construction stakes, will be furnished
by the Contractor.
B. The Contractor will carefully maintain benchmarks, monuments, stakes,
and other reference points, and if disturbed or destroyed, be replaced as
directed at the Contractor's expense.
C. The Contractor shall provide roadway/sidewalk grades for record
drawings for review by the Village and Engineer.
02310-3
END OF SECTION
02310-4
SECTION 02485
GRASSING
PART 1 - GENERAL
1.01 DESCRIPTION OF WORK
A. The Contractor shall furnish all labor, equipment, and materials necessary
for grassing all areas disturbed by his operations and any other areas on
the plans indicated to receive grassing. It is the intent of this specification
that damaged areas are to be replaced in kind, with sod to be used for all
maintained yard areas. The Contractor shall take all steps practical to
minimize the area required to be sodded. All grassing shall be in
accordance with Section 570-1 through 570-5 of the FDOT Standard
Specifications for Road and Bridge Construction, except as modified
herein.
1.02 STORAGE OF MATERIALS
A. The Contractor shall provide space for storage of sod prior to placement in
a manner that will not endanger or restrict pedestrian or vehicular traffic or
interfere with other aspects of the Work.
1.03 RELATED REQUIREMENTS SPECIFIED ELSEWHERE
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
PART 2 - PRODUCTS
2.01 SOD
A. Types: Sod shall be St. Augustine Floratam, Argentine Bahia, Centipede,
or Bermuda, depending on type of existing sod in adjacent area to be
matched. Sod shall be well matted with roots. Where sodding will adjoin,
or be in sufficiently close proximity to private lawns, types of sod other
than those listed above may be used if desired by the affected property
owners and approved by the Engineer. Sod shall be delivered in
commercial-size rectangles, preferably 12-inch by 24-inch or larger.
B. Condition: The sod shall be sufficiently thick to secure a dense stand of
live grass. The sod shall be live, fresh, and uninjured at the time of
planting. It shall have a soil mat of sufficient thickness adhering firmly to
the roots to withstand all necessary handling. It shall be reasonably free
02485 - 1
of weeds and other grasses. It shall be planted as soon as possible after
being dug and shall be kept moist from the time it is planted.
2.02 GRASSING EQUIPMENT
A. Rollers: A cultipacker, traffic roller, or other suitable equipment will be
required for rolling the grassed areas.
PART 3 - EXECUTION
3.01 GENERAL CONSTRUCTION METHODS
A. No grassing shall be done when the ground is unduly wet or otherwise not
in a suitable condition. Whenever a suitable length of right-of-way,
disturbed area, or other area has been graded, it shall be made ready,
when directed by the Owner/Engineer, and grassed in accordance with
these specifications. Grassing shall be incorporated into the project at the
earliest practical time in the lift of the Contract.
3.02 SODDING
A. Preparation of Area to be Sodded: The ground which is to receive sod
shall have been graded to proper elevations (2-inch below sodded grade)
to match pre-construction conditions or proposed grades. All disturbed
swales and ditches shall have been restored to their pre-construction
condition or better. The pre-construction grade shall be maintained and
the prepared soil shall be loose and reasonably smooth. It shall be
reasonably free of large clods, roots, patches of existing grass, and other
material which will interfere with the sod-laying operations or subsequent
mowing and maintenance operations.
B. Laying of Sod: Sod shall be installed in all areas so designated by the
Owner/Engineer. Sod shall be carefully placed so that each piece abuts
flush to all surrounding sod, regardless of whether surrounding sod is new
or existing. All sod joints shall be staggered. Where new sod is to be
placed adjacent to existing sod, the new sod must be cut in to match the
elevation of the existing sod. Uneven sod which might cause mowing
problems will be rejected. New sod laid on top of existing sod will also be
rejected. All sod placed on steep slopes (greater than 1.1) shall be pinned
with a wooden pin to keep it in place.
C. Rolling: Immediately after completion of the sod laying, the entire sodded
area shall be rolled thoroughly with the equipment specified. At least two
trips over the entire area will be required.
02485 - 2
D. Watering: Newly-sodded areas are to be watered by the Contractor as
necessary to keep sod alive until the Contractor is closed out. Dead sod
shall be replaced by the Contractor prior to contract closeout.
END OF SECTION
02485 - 3
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02485 -4
SECTION 02580
PAVEMENT MARKINGS AND SIGNAGE
PART 1 -GENERAL
1.01 SECTION INCLUDES
A. The Work included in this section consists of applying pavement markings as
required for new pavement areas and to restore disturbed pavement areas
and signage. Work shall adhere to all Village of Tequesta, Florida
Department of Transportation (FDOT) and Palm Beach County standards.
1.02 RELATED REFERENCES
A. All markings shall conform to the requirements of the MUTCD, and FDOT
Roadway and Traffic Design Standards.
B. Thermoplastic shall conform to the requirements of the FDOT Standard
Specifications for Road and Bridge Construction (Section 711) latest edition.
C. Paint shall conform to the requirements of the FDOT Standard Specifications
for Road and Bridge Construction (Section 710) latest edition.
1.03 RELATED REQUIREMENTS SPECIFIED ELSEWHERE
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
PART 2 - PRODUCTS
2.01 THERMOPLASTIC
A. Stop bars, centerlines, crosswalk striping, directional arrows and any other
markings within the right of way to be Alkyd thermoplastic only.
B. All other markings, including striping designating parking and loading spaces,
to be paint type as shown on the plans.
02580 - 1
2.02 TEMPORARY MARKINGS
A. Temporary markings on final asphalt shall be only backed construction tape.
Lower asphalt lifts may be marked with paint or any other approved marking
material.
2.03 REFLECTIVE PAVEMENT MARKERS (RPM-S)
A. RPM'S shall meet FDOT Class B Specifications.
B. One blue RPM shall be installed in the center of any roadway adjacent to a
fire hydrant.
2.04 SIGN PANELS
A. Aluminum or galvanized steel in accordance with the applicable requirements
of Section 700 "Highway Signing" of the FDOT Standard Specifications.
B. Size, shape and color as indicated on the drawings or as directed by the
Engineer.
2.05 SIGN SUPPORT POSTS
A. Aluminum or galvanized steel in accordance with the applicable requirements
of Section 700 "Highway Signing" of the FDOT Standard Specifications.
B. Size, shape and color as indicated on the drawings or as directed by the
Engineer.
PART 3 - EXECUTION
3.01 APPLICATION
A. Sweep dust and loose material from the sealed surface.
B. Thermoplastic shall not be installed on a roadway until thirty (30) calendar
days after final lift of asphalt has been completed.
C. If existing marking material is not compatible with Alkyd thermoplastic, it shall
be removed prior to installation of new markings.
END OF SECTION
02580 - 2
SECTION 02660
PRESSURE PIPE SYSTEMS
PART 1 - GENERAL
1.01 DESCRIPTION OF WORK
A. The Work covered by this section consists of providing all labor, material
and equipment, and performing all construction required to install water
main, fittings, valves, fire hydrants, water services and accessories as
specified and shown on the drawings.
1.02 SUBMITTALS
A. Reports on pressure tests, leakage tests and bacteriological tests will be
prepared and submitted by the Contractor.
B. Record drawings must be submitted in accordance with the Village of
Tequesta Standards.
C. Submit product data for all pipe, service connections, fittings, valves,
accessories and other appurtenances in accordance with Division 1
specifications.
1.03 REFERENCE STANDARDS
A. Water system components which come into contact with drinking water must
conform with ANSI/NSF Standard 61-1991, Drinking Water Components.
B. All potable water system components shall be supplied and installed per the
applicable FDEP and the Village of Tequesta Standards. Refer to the
Village of Tequesta for a list of approved products and submittal procedures.
C. ANSI/ASTM D2466 - Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings,
Schedule 40.
D. ANSI/AWWA C104 — Standard for Cement-Mortar Lining for Ductile-Iron
Pipe and Fittings for Water.
E. ANSI/AWWA C105—Standard for Polyethylene Encasement for Ductile-Iron
Pipe Systems.
02660 - 1
F. ANSI/AWWA C110 — Standard for Ductile-Iron and Gray-Iron Fittings, 3 in.
through 48 in. for Water and Other Liquids.
G. ANSI/AWWA C111 — Standard for Rubber-Gasket Joints for Ductile-Iron
Pressure Pipe and Fittings.
H. ANSI/AWWA C115 — Standard for Flanged Ductile-Iron Pipe with Ductile-
Iron or Gray Iron Treaded Flanges.
I. ANSI/AWWA C150 — Standard for the Thickness Design of Ductile-Iron
Pipe.
J. ANSI/AWWA C151 — Standard for Ductile-Iron Pipe, Centrifugally Cast, for
Water or Other Liquids.
K. ANSI/AWWA C153 — Standard for Ductile-Iron Compact Fittings, 3 in.
through 24 in. and 54 in. through 64 in. for Water Service.
L. AWWA C210 — Standard for Liquid-Epoxy Coating Systems for the Interior
and Exterior of Steel Water Pipelines.
M. AWWA C220 — Standard for Stainless-Steel Pipe, 4 in. and Larger.
N. AWWA C504 — Standard for Rubber-Seated Butterfly Valves.
O. AWWA C508—Standard for Swing-Check Valves for Waterworks Service, 2
in. through 24 in.
P. AWWA C509—Standard for Resilient-Seated Gate Valves for Water Supply
Service.
Q. AWWA C511 — Standard for Reduced-Pressure Principle Backflow-
Prevention Assembly.
R. AWWA C512—Standard for Air-Release, Air/Vacuum, and Combination Air
Valves for Waterworks Service.
S. AWWA C600 — Standards for Installation of Ductile-Iron Water Mains and
Their Appurtenances.
T. AWWA C605—Standard for Underground Installation of Polyvinyl Chloride
(PVC) Pressure Pipe and Fittings for Water.
U. AWWA C606 — Standard for Grooved and Shouldered Joints.
02660 - 2
V. AWWA C900 — Standard for Polyvinyl Chloride (PVC) Pressure Pipe, 4 in.
through 12 in. for Water Distribution.
W. AWWA C901 — Standard for Polyethylene (PE) Pressure Pipe and Tubing,
'/2 in. through 3 in. for Water Services.
X. ASTM D1785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80,
and 120.
Y. ASTM D2855 - Making Solvent-Cemented Joints with Poly (Vinyl Chloride)
(PVC) Pipe and Fittings.
Z. ASTM D2922 -Test Methods for Density of Soil and Soil-Aggregate in Place
by Nuclear Methods (Shallow Depth).
AA. ASTM D3139 - Joints for Plastic Pressure Pipes using Flexible Elastomeric
Seals.
BB. ASTM F437-82 - Threaded Chlorinated Poly Vinyl Chloride (CPVC) Plastic
Pipe Fittings, Schedule 80.
CC. ASTM F439-87 - Standard Specification for Socket - Type Chlorinated Poly
Vinyl Chloride (CPVC) Plastic Pipe Fittings, Schedule 80.
DD. ASTM 493-85 -Solvent Cements for Chlorinated Poly Vinyl Chloride(CPVC)
Plastic Pipe and Fittings.
EE. ASME/ANSI B16.5 —1996 — Pipe Flanges and Flanged Fittings.
FF. ASME/ANSI B 31.3 — 1996 —ASME Code for Pressure Piping.
GG. ASME/ANSI B 16.9 — Pipe Fittings.
1.04 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. The Village of Tequesta Standards and approved product list.
C. Specified in other Sections
1. Section 02065: Demolition
2. Section 02150: Dewatering
02660 - 3
3. Section 02200: Earthwork, Excavation and Backfill
4. Section 02670: Flushing, Testing, and Disinfection
1.05 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide data on pipes, casings, pipe fittings, valves, thrust
collars and accessories.
C. Manufacturer's Certificate: Certify that pipe, fittings, and valves meet or
exceed respective ANSI, AWWA, and/or NSF Standards.
PART 2 - PRODUCTS
2.01 GENERAL
A. Although they may not be specifically shown on the drawings or called for
elsewhere in the Technical Provisions, the Contractor shall include the cost
of all fittings, piping supports, and miscellaneous appurtenances needed to
provide a secure, working pipe and valve system. Piping shall be supported
by thrust restraints and tie rods as necessary to ensure a stable installation.
Adjustable pipe supports or piers shall be arranged to relieve attached
equipment of all strain due to the weight of the pipe, fittings, valves, and the
contents of the pipe. All tie rods, nuts, bolts, fasteners, and other similar
appurtenances shall be 316 stainless steel throughout project to protect
against corrosive environment.
2.02 APPROVED PRODUCTS
A. All products that come into contact with potable water shall be as specified
by the Village of Tequesta Standards and Village of Tequesta approved
products list.
B. DUCTILE IRON PIPE
Ductile iron pipe and fittings shall conform to AWWA/ANSI C151/A21.52,
Class 51 (minimum) Pressure Class 350, unless heavier class is required for
conditions. Sizes 3" to 12" diameter shall be class 52. Sizes 14" and above
shall be class 51. All ductile iron pipe shall be polyethylene encased in
accordance with ANSI/AWWA C105/A21.5. If no standard exists, the
following shall be used:
02660 - 4
1. Joints: All buried pipe at fittings must be restrained, mechanical joints.
"Push on" and mechanical joints shall be in accordance with
AWWA/ANSI C111/C21.11. Restraine joint assemblies with mechanical
joint pipe shall be by approved restraining devices. Exposed joints shall
be AWWA approved flanged joint pipe, in accordance with ANSI/AWWA
C115, or as detailed on the drawings. Flanges shall be threaded unless
otherwise noted. All above ground flanges shall be flat faced unless they
are mating up to existing raised flanges. All gaskets shall be full faced
1/8" Toruseal, or approved equal.
2. Fittings: Buried fittings shall be AWWA approved mechanical joint
fittings. Exposed fittings shall be flanged fitting or as detailed on the
drawings. Conform to AWWA C153 with a minimum pressure rating of
350 psi.
3. The internal surface of all piping and fittings in contact with potable water
shall be cement mortar lined and seal coated in accordance with AWWA
C104, A21, unless other noted.
4. External surfaces of all buried ductile iron pipe and fittings shall be
coated with a bituminous coating approximately one mil thick in
accordance with AWWA C151/A21.51 latest revision. DIP water main
shall have a line of blue paint or blue tape the full length of the new run
on top of the pipe and on both sides.
5. Restrained joint fittings for 24-inch and smaller diameter pipe shall be
ductile iron, "Flex-Ring" as manufactured by America Cast Iron Pipe
Company, "TR Flex" and manufactured by US pipe Company, "Super-
lock" as manufactured by Clow corporations, or an approved equal.
Restrained joint fittings for 30-inch and larger pipe shall be ductile iron,
American Cast Iron Pipe Co., Lok-Fast or approved equal. Restrained
joint pipe shall be constructed on all new water mains adjacent to all
bends, crosses, tees, etc., where a change in direction occurs. Refer to
the table on the drawings for restrained pipe lengths.
C. DUCTILE IRON FITTINGS
All products that come into contact with potable water shall be as specified
by the Village of Tequesta Standards. All ductile iron fittings shall be
polyethylene encased in accordance with ANSI/AWWA C105/A21.5. If no
standard exists, the following shall be used-
1. Potable Water: Ductile iron fittings shall conform to ANSI/AWWA
Standard C110 A21.10 latest revision. Fittings 4-inch and larger shall
02660 - 5
be cement lined and seal coated in accordance with ANSI/AWWA
Standard C104 A21.4 latest revision.
D. POLYVINYL CHLORIDE (PVC): AWWA C-900 & C-905
All products that come into contact with potable water shall be as specified
by the Village of Tequesta Standards. If no standard exists, the following
shall be used:
1. PVC will be acceptable for water mains up to and including 30-inch
diameter pipe.
2. PVC must meet requirements as set forth in AWWA C900 and C905
and bear the National Sanitation Foundation seal for potable water
pipe. Provisions must be made for contraction and expansion at each
join with a rubber ring and integral thickened bell as part of each joint.
Pipe and fitting must be assembled with nontoxic lubricant.
3. Water mains shall be blue in color.
4. Design working pressure for water mains shall be C900, DR-18
(Pressure Class 150) 4" to 12", C905, DR-18 (Pressure Rating 235)
14" to 30".
5. Connections for pipe 2-inches of greater in diameter shall be rubber
compression ring-type. Pipe shall be extruded with integral thickened
wall bells without increase in dimension ration (DR). Rubber ring
gaskets shall consist of synthetic compounds meeting the
requirements of ASTM Designation F477 and suitable for the
designated service.
6. Fittings: Ductile iron fittings shall be used on all PVC C900 & C905
mains. Fittings shall conform to AWWA/ANSI C110/A21.10 with a
minimum pressure rating of 350 psi. All ductile iron fittings shall be
polyethylene encased in accordance with ANSI/AWWA C105/A21.5.
E. POLYETHYLENE TUBING
All products that come into contact with potable water shall be as specified
by the Village of Tequesta Standards. If no standard exists, the following
shall be used:
02660 - 6
1. Polyethylene tubing shall conform to AWWA C901 subject to the
Standard Code Designation PE4710, Pipe Class 200, and Dimension
Ratio (DR) 9.
2. Tubing shall bear identification markings, which shall remain legible
during normal handling, storage, and installation, and which have
been applied in a manner than will not reduce the strength of the
product or otherwise damage the tubing. Marking on the tubing shall
include the following and shall be applied at intervals of not more than
5 feet. Nominal size, material code designation, dimension ratio,
pressure class, manufacturer's name or trademark and production
record code, and seal (mark) of the testing agency that certified the
suitability of the tubing material for potable water products is required.
3. Joints for polyethylene tubing shall be of the compression type
utilizing a totally confined grip seal and coupling nut. Stainless steel
tube stiffener insert shall also be used for tubing services.
4. All fittings and stops to be high quality water works brass. No PVC
fittings or adapters will be permitted. Fittings shall be brass equipped
with compression-type connectors.
F. FIRE HYDRANTS
See specification section 02660, Section 2.02A. If no standard exists, the
following shall be used:
1. All fire hydrants shall comply with AWWA Standard C-502 latest
revisions thereof and the following design standards.
2. Fire hydrants shall be of the compression type, opening against the
pressure and closing with the line pressure with a 5-1/4-inch minimum
valve opening. The hydrant shall be equipped with two 2-1/2-inch
hose and one 4-1/2-inch steamer nozzles to meet the American
National Standard hose thread.
3. Hydrants shall be furnished with a sealed oil or grease reservoir
location in the bonnet so that all threaded and bearing surfaces are
automatically lubricated when the hydrant is operated. The hydrant
will be designed for disassembly by use of a short disassembly
wrench or the hydrant shoe having integral cast tieback lugs on the
main valve to permit the main valve assembly and valve seat to be
removed without digging earth or disassembling the hydrant barrel.
02660 - 7
4. Hydrants shall be furnished with a breakable feature that will break
cleanly upon impact. This shall consist of a two part breakable safety
flange with a breakable stem coupling. The upper and lower barrels
shall be fluted and ribbed above and below the safety flange or have
an extra strength lower barrel.
5. The hydrant internal valve shall be 5-1/4-inch minimum. The
pentagonal operating nuts and the cap nuts shall be 1-1/2-inch point
to flat. Drain valve outlets shall be plugged or omitted. The hydrants
shall open counter-clockwise and the direction of opening shall be
case on top.
6. Fire hydrant color shall be yellow to match the existing hydrants.
Paint shall be reflective type with glass beads all in accordance with
N.F.P.A. #291.
7. Installation. Hydrants shall be installed plumb with the larger nozzle
facing the street or access area. Where possible, the tee on the main
shall be an anchor tee to which the gate valve is attached and
installed onto. A Grade Lock long sweep device with anchor fittings
shall then be attached to the gate valve and the hydrant shall be
attached to the Grade Lock device. Where anchor fitting cannot be
used, the components shall be tied together with %-inch stainless,
galvanized or bituminous coated steel rods.
G. THRUST RESTRAINT
See specification section 02660, Section 2.02A. If no standard exists, the
following shall be used-
1. All bends, tees, crosses, reducers and dead ends shall be restrained
through an approved means of joint restraint unless an alternate
restraint method is shown on the drawings. All branch valves shall be
restrained with joint restraints or approved equal or anchor tees, or
anchor couplings. Any line terminated during the construction phase
that is a known future extension shall have a plugged valve placed at
the end and be restrained. Thrust restraints shall be placed in
accordance with the restraint table shown in the construction plans. If
installed cover is less than the depth referenced in the table, increase
restrained length per manufacturer's recommendation. Existing
pressure pipes that are modified by the construction or connected to
new piping systems shall be restrained by bell restraints, split-ring
restraints, or thrust blocks as appropriate.
02660 - 8
2. All restraints shall be EBAA 1900 and 2000 style for PVC installations
and EBAA 1100 style for ductile iron MJ connections.
H. LOCATOR FOR WATER MAIN PIPE
See specification section 02660, Section 2.02A. If no standard exists, the
following shall be used-
1. On all pipe construction, 10 gauge, THHN insulated, solid copperwire
shall be laid and secured on top of pipe. Wire shall be continuous
from valve box to valve box, wrapped two times around each joint of
pipe and extended inside each valve box to enable location devices
to be attached without digging up the valve box. Locator wire shall be
routed to ARV boxes at the request of the Village.
2. Service wire shall be laid in the trench with all services, connected to
the main wire and wrapped around the service piping or tubing. Wire
for water mains shall be blue in color.
3. All wire connections shall be made with Dri-Splice wire connectors,
Imperial Snip-Snap fittings filled with waterproof silicone sealant or
approved equal. All splices shall be inspected and tested before
burial.
4. Blue warning tape, as applicable to water main, shall also be provided
18-inches above pipe.
I. VALVE BOXES
See specification section 02660, Section 2.02A. If no standard exists, the
following shall be used-
1. All valve boxes shall be cast iron construction with 5-inch shafts,
equal to Tyler pipe 6850 series or Bingham Taylor equivalent. Valve
box lids shall have a 1-inch deep skirt and shall have the words
"WATER", where appropriate, cast in the top. Valve operating nuts
shall be brought to within 30-inch of the surface using valve extension
rods if required.
J. WATER SERVICES
All water service material and fittings shall be main products in conformance
with the Village of Tequesta Utility Standards. Joints in PE service piping
shall not be allowed.
02660 - 9
PART 3 - EXECUTION
3.01 SALVAGEABLE MATERIAL
A. Any existing equipment or material which is removed or replaced as a result
of construction under this project may be designated as salvageable by the
Village of Tequesta and if so, shall be removed, cleaned, and delivered to a
protected location specified by the Village. Any equipment or material not
worthy of salvaging, as directed by the Village, shall be disposed of in a
legal manner by the Contractor at an off-site location. Upon request of the
Engineer, the Contractor shall submit evidence of proper disposal.
3.02 POTABLE WATER SYSTEM
A. Potable Water system components shall be installed perthe requirements of
the Village of Tequesta Standards.
3.03 IDENTIFICATION AND COLOR CODING OF PIPE & FITTINGS
A. POTABLE WATER MAINS
1. All water main pipe and fittings shall be color coded or marked using
safety blue as a predominant color to differentiate drinking waterfrom
reclaimed or other water. Underground plastic pipe shall be solid-wall
Blue pipe, shall have a co-extruded blue external skin, or shall be
white or black pipe with blue stripes incorporated into, or applied to,
the external pipe wall.
2. Underground metal or concrete pipe shall have safety blue stripes
applied to the pipe wall. Pipe striped during manufacturing of the pipe
shall have continuous stripes that run parallel to the axis of the pipe,
that are located at no greater than 90-degree intervals around the
pipe, and that will remain intact during and after installation of the
pipe. If tape or paint is used to stripe pipe during installation of the
pipe, the tape or paint shall be applied in a continuous line that runs
parallel to the axis of the pipe and that is located along the top of the
pipe. For pipes with an internal diameter of 24-inches or greater,
tape or paint shall be applied in continuous lines along each side of
the pipe as well as along the top of the pipe.
3. Aboveground pipe at drinking water treatment plants shall be color
coded and labeled in accordance with subsection 62-555.320(10),
F.A.C.
4. All aboveground potable water pipe shall be painted solid blue.
02660 - 10
5. Blue Warning tape with "WATER" printed on the tape shall be placed
in the trench during backfill of the water pipe, a vertical distance of
18-inch above the crown of the pipe.
3.04 MARKING BY MANUFACTURER
A. Special markings shall be plainly marked on the applicable pipe indicating
the weight, class of pipe, casting period, manufacturer's mark and year pipe
was produced.
3.05 EXISTING UTILITIES
A. The plans depict the approximate location of the known existing subsurface
water, sanitary sewer, electric, telephone, gas, cable, and storm water
utilities.
B. The Contractor will arrange for underground utilities to be located by
appropriate utility owners in advance of the Contractor's operations. The
Contractor shall pothole all locations where the proposed pipe crosses an
existing underground facility to verify that a conflict does not exist.
C. Notify the Engineer of any substantial changes thatwould require a deviation
in the plans.
D. Repair any damage done to existing utilities and private property at no
additional expense to the Owner.
3.06 PREPARATION
A. Where applicable, ream pipe and tube ends and remove burrs.
B. Remove scale and dirt, on inside and outside, before assembly.
C. Prepare pipe connections to equipment with flanges or unions.
3.07 BEDDING
A. Excavate trench and install pipe bedding as specified in Section 02200,
Earthwork, Excavation and Backfill.
3.08 SURFACE CONDITIONS
A. Inspection
02660 - 11
1. Prior to all Work of this section, carefully inspect the installed work of
all other trades and verify that all such work is complete to the point
where this work may properly commence.
2. Verify that all equipment may be installed in accordance with all
pertinent codes and regulations, the original design, shop drawings,
and the reference standards.
B. Discrepancies
1. In the event of discrepancy, immediately notify the Engineer.
2. Do not proceed with installation in area of discrepancy until all such
discrepancies have been fully resolved.
3.09 PIPE INSTALLATION GENERAL
A. Verify that building service connection(s) and size, location and invert of
municipal utility water mains are as indicated.
B. Take all precautions necessary to ensure that pipe, valves, fittings, and
other accessories are not damaged in unloading, handling, and installation.
Examine each piece of material just prior to installation to determine that no
damage has occurred. Remove any damaged material from the site and
replace with undamaged material.
C. Exercise care to keep foreign material and dirt from entering pipe during
storage handling and installation. Close ends of in-place piping at the end of
any work period to preclude the entry of animals and foreign material.
D. Use only those tools specifically intended for cutting the size, material and
type pipe involved. Make cut to prevent damage to pipe or lining and to
leave a smooth end at right angles to the axis of the pipe.
E. Pipe deflection at joints shall be limited to 75% of the manufacturer's
maximum deflection tolerance.
F. All piping shall be laid to line in a clean, dry trench on line and grade with all
valves and appurtenances plum.
G. No wet taps, line stops, or connections to active water lines shall be
performed on a Friday without prior permission from the Village.
H. Underground pressure piping systems shal be securely anchored by
acceptable means at all tees, plugs, caps, bends and valves, and at all other
02660 - 12
locations where unbalanced forces exist or as directed by the Utilty or
Engineer. Restrained joints shall be used in accordance with manufacturer's
recommendations.
I. Black bags (fabric or geotextile only) shall be placed over hydrants not in
service. No plastic garbage bags.
J. All coupons shall be kept and provided to the Village.
K. Special Exterior Protection for Corrosion: When specifically required, extra
protection shall be provided for underground cast or ductile iron pipe and
fittings within areas of severe corrosive conditions. This shall be
accomplished by the installation of encasement or outside protection,
AWWA C105, through the area of concern. Soil-test evaluation to determine
the necessity for extra protection in suspect areas shall be as set forth in
ANSI Standard A21.5.
L. In case of conflict between various installation requirements, the more
stringent requirement shall apply.
3.10 PIPE/SLEEVE INSTALLATION — DIRECTIONAL BORE (PLUMBING
CONNECTION)
A. This work shall include all services, equipment, materials, and labor for the
complete and proper installation, testing, restoration of underground utilities
and environmental protection and restoration.
B. The proposed plan installation locations are approximate; the intent is to
construct the water service in the general area shown and to avoid existing
utilities and obstructions. The general horizontal location are shown on the
plans, but the entry and exit locations, and minimum clearances are not
shown on the plans. The Contractor may utilize an alternative drill path than
is shown on the drawings with the approval of the Owner at no additional
cost to the Owner.
C. Submittals:
a. Specifications on material to be used shall be submitted to Engineer.
Material shall include the pipe, fittings and any other item which is to
be an installed component of the project.
D. Contactor shall notify all companies with underground utilities in the work
area via the state or local "one-call" to obtain utility locates. Once the utilities
have been located Contractor shall physically identify the exact location of
the utilities by vacuum or hand excavation, when possible, in order to
determine the actual location and path of any underground utilities which
02660 - 13
might be within 20 feet of the bore path. Contractor shall not commence
boring operations until the location of all underground utilities within the work
area have been verified.
E. The Contractor is required to bring to the attention of the Engineer any
known design discrepancies with these specifications and the actual drilling
methods that the Contractor will be performing. This shall be stated in
writing to the Engineer no later than the pre-construction meeting.
F. No joints in HDPE sleeves shall be allowed.
G. Horizontal directional drilling shall consist of the drilling of a small diameter
pilot hole from one end of the alignment to the other, followed by enlarging
the hole diameter for the pipeline insertion. The exact method and
techniques for completing the directionally drilled installation will be
determined by the Contractor, subject to the requirements of these
Specifications.
H. The elevation of the sleeve and/or carrier pipe at the location of the
connection point of the directional bore shall be 36" below the natural grade
and shall be in a horizontal location for ease of connection to continuing
lateral or mainline. Should this not be possible due to the acute angle of the
bore, the contractor shall furnish and install appropriate fittings to provide for
a horizontal continuation.
I. The required piping shall be assembled in a manner that does not obstruct
adjacent roadways, driveways, or public activities. The Contractor shall erect
temporary fencing and submit Maintenance of Traffic plans for approval by
Palm Beach County and the Village.
J. During the drilling, reaming, or pullback operations, the Contractor shall
make adequate provisions for handling the drilling fluids, or cuttings at the
entry and exit pits. To the extent practical, the Contractor shall maintain a
closed loop drilling fluid system. When the Contractor's provisions for
storage of the fluids or cuttings on site are exceeded, these materials shall
be hauled away to a suitable legal disposal site. After completion of the
directional drilling work, the entry and exit pit locations shall be restored in
accordance with the project specifications.
K. Following service operations, the Contractor will de-mobilize equipment and
restore the work-site to original condition. All excavations will be restored in
accordance with the project specifications.
3.11 VALVES AND VALVE BOXES
02660 - 14
A. Unless a beveled gear valve is specified, for valves 2-inch through 12-inch,
install valves for with operator stems in the vertical plane through the pipe
axis and out of the plane of flow. Locate valves where shown on Drawings.
Thoroughly clean valves before installation. Check valves for satisfactory
operation.
B. Equip all underground valves with gearing or operator switch valve boxes.
Set box in alignment with valve stem centered on valve nut. Set the valve
box to prevent transmitting shock or stress to the valve. Set the box cover
flush with the finished ground surface or pavement.
3.12 PIPE PENETRATIONS
A. Use sleeves where pipes, valve stem extensions, or equipment parts pass
through poured in place concrete or masonry walls or slabs. Sleeves shall
be either cast iron or fabricated steel wall pipe with intermediate flange seep
ring of sufficient size to allow sealing around pipe and clearance for valve
stems or equipment. Extend vertical sleeves through slabs 1-inch above top
surface.
B. Where new pipe must penetrate concrete wall on non-water bearing
concrete structures, drill penetration in neat, workmanlike manner, install
pipe, grout in place with non-shrink grout, and refinish surface to match
adjacent.
3.13 THRUST RESTRAINT
A. Provide reaction anchors of concrete blocking, metal harness, retainer gland
type or restrained joint type at all changes in direction of pressure pipelines
and as shown on drawings.
B. Concrete reaction anchors shall bear against undisturbed earth and shall be
of the size and shape necessary to resist service conditions of the pipe.
C. Use metal harness restraints as shown on drawings to restrain existing pipe
segments.
D. Where retainer glands are used, extreme care shall be taken so that each
set screw is tightened as recommended by the manufacturer before the pipe
is backfilled and tested.
E. Existing piping shall be restrained with bell restraints as required by the
thrust restraint table shown on the plans.
02660 - 15
F. Anchor tees shall be used for fire hydrants attached to new water mains.
Anchor couplings shall be used for fire hydrants attached to existing water
mains.
3.14 FIELD QUALITY CONTROL
A. Compaction testing shall be performed in accordance with Section 02200.
B. If tests indicate Work does not meet specified requirements, remove Work,
replace, and retest at no cost to Owner.
3.15 CONSTRUCTION CONSTRAINTS
The Contractor shall give special considerations to accommodate the business
owners and residents in minimizing downtime and disruption of water and sewer
services during the entire construction period.
A. The Contractor will be required to submit as-builts including laboratory
results to the Village of Tequesta after the completion of each phase for
preparation of Request for Partial Release and submission to the Palm
Beach County Health Department.
The Contractor shall coordinate with the Village of Tequesta when service
shut downs are required for performance of the Work. The Village will be
required to deliver (Village's standard) Boil Water Notices in notifying
affected customers of a service interruption and delivering those notices to
affected customers at least 48 hours prior to any service interruption. The
Contractor shall comply with the following limitations-
1. Each service interruption required for transferring (relocating) an
existing water service will be limited to a maximum of two hours;
2. Each service interruption required for connecting newwaterserviceto
water meter will be limited to a maximum of one hour;
3. Each service interruption required for tie-in of new main to existing
distribution system will be limited to a maximum of four hours.
B. The Contractor shall coordinate with the Village of Tequesta on their
preferred method of transferring existing water services to proposed water
mains.
END OF SECTION
02660 - 16
SECTION 02670
FLUSHING, TESTING AND DISINFECTION
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Flushing, Pressure Testing, and Disinfection of systems including, but not
limited to, the potable water mains shown to be relocated on the Plans.
B. The Contractor shall furnish all necessary pumps, hoses, piping, fittings,
meters, gauges, chemicals and labor to conduct specified testing.
C. Testing shall be repeated at the Contractor's expense until satisfactory
results are achieved.
1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, including the General
Conditions and Terms and Division 1 Specification sections, apply to this
section.
B. Specified in other Sections-
1. Section 02660: Pressure Pipe Systems
1.03 REFERENCES
A. ANSI/AWWA C651 - Standard for Disinfecting Water Mains.
1.04 SUBMITTALS
A. Test Reports: Indicate results comparative to specified requirements.
Submit two (2) copies of test results to Engineer in accordance with
Submittal specifications.
B. Final approval of the bacteriological samples shall be received from the
Florida Department of Environmental Protection (Palm Beach County Health
Department) prior to the time that the system is placed into operation.
Sampling procedures shall be done in accordance with FDEP requirements.
C. Bacteriological sampling locations shall meet FDEP requirements and be
taken where shown on the drawings and as directed by the Engineer at no
02670 - 1
additional cost to Owner. Costs for all bacteriological testing shall be borne
by the Contractor.
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with ANSI/AWWA C651.
1.06 REGULATORY REQUIREMENTS
A. Conform to applicable FDEP requirements for performing the work of this
Section.
B. Work shall conform to Village of Tequesta Standards.
PART 2 - PRODUCTS
2.01 DISINFECTION CHEMICALS
A. Chemicals shall be in accordance with the Village of Tequesta Standards. If
no standards exist, the below chemicals shall be used.
B. Chemicals: The disinfecting agent shall be sodium hypochlorite solution
ANSI/AWWA B303 or liquid chlorine ANSI/AWWA B301. Dry hypochlorite,
similar to "HTH" or equal may also be used as the disinfecting agent. Bleach
or Clorox is not acceptable.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify that the installed potable water systems have been cleaned,
inspected, and tested.
B. Coordinate scheduling and disinfection activity with the Engineer and the
Village of Tequesta.
3.02 FLUSHING AND PRESSURE TESTING - PIPING
The Contractor shall furnish and install suitable temporary testing plugs or caps for
the water lines, all necessary pressure pumps, hose, pipe connections, meters,
gauges and other similar equipment, and all labor required, all without additional
compensation for conducting pressure and leakage tests and flushing of the new
water lines and force mains. Flushing and pressure testing shall be in accordance
with the Village of Tequesta Standards. If no standards exist,flushing and pressure
testing shall be conducted in the following order.
02670 - 2
A. After all piping lines have been installed and before pressure testing and
final connections to equipment, each run of pipe shall be thoroughly flushed
so as to remove all debris and foreign matter from the piping and equipment.
Clean and flush all piping using potable water. Cleaning and flushing shall
be achieved by pigging or cannon flushing if approved by the Village of
Tequesta Standards. Each section of pressured main will be thoroughly
cleaned with two (2) polyurethane foam pigs as manufactured by Girard
Poly-Pig Inc. or an approved equal. Each pig will run through the line prior to
running the second pig. Contractor shall furnish and install required pig
launch and exit assemblies or temporary piping required for cannon flushing.
Non-abrasive pigs shall be employed. Flushed water may be discharged to
the onsite catch basins or water bodies and be coordinated with Owner. The
Contractor to provide means of discharging water to catch basins at the
Contractor's expense.
B. Pressure and leakage tests shall be conducted in the presence of the
Engineer, or his representative. All pressure mains, fittings, water services,
and appurtenances shall undergo pressure and leakage tests. The
Contractor will provide all necessary apparatus including a suitable pressure
gage, pump, measuring device, piping connections and fittings and the
necessary labor to conduct the test. Leakage is defined as the quantity of
water added to the pipe being tested during the test period. The Contractor
shall submit to the Engineer the testing pattern he proposes to follow priorto
testing for the Engineer's approval. The Contractor shall not test more than
1,500 feet of pipe in a single test without approval from the Engineer.
C. Pressure testing ductile iron and PVC piping systems-
1. The test pressure for the water piping constructed of ductile iron and
PVC pipe shall be 150 psi. The test pressure for force main piping
shall be 100 psi. These pressures shall be maintained for a period of
not less than two hours. Tests shall be made between valves and as
far as practicable and as approved by the Engineer. Potable water
from the distribution system shall be used. Pressure shall not vary
more than five (5) psi for piping during the test periods or as
approved by the Engineer. Additionally, allowable leakage shall be
computed on the basis of AWWA C-600, C-605 where practical.
2. All leaks evident at the surface shall be uncovered and repaired
regardless of the total leakage as indicated by the test, and all pipes,
valves and fittings and other materials found defective under the test
shall be removed and replaced at the Contractor's expense. Tests
shall be repeated until leakage has been reduced below the allowable
amount.
02670 - 3
3. Should, in the judgment of the Engineer, it not be practical to follow
the foregoing procedures exactly for any reason, modifications in the
procedure shall be made as approved by the Engineer and the
Village of Tequesta. In any event, the Contractor shall be responsible
for the ultimate water tightness of the plant piping within the
preceding requirements.
3.03 DISINFECTION
A. The Contractor shall furnish and install suitable temporary connections to
the piping, all necessary pressure pumps, hose, pipe connections, meters,
gauges and other similar equipment, and all labor required, all without
additional compensation for the disinfection of all required potable water
piping systems. Disinfection shall be in accordance with the Village of
Tequesta Standards. If no standards exist, disinfection shall be conducted
on the following systems in the following manner-
1. All relocated and new potable water and private fire line piping.
B. Conform to AWWA Standards and as modified herein.
C. Maintain disinfectant for a minimum of 8 hours in such a manner that the
entire system will be filled with water containing a minimum chlorine
concentration of 50 ppm at any point. At the Village and/or the Engineer's
request and at no additional cost to the Owner, this step may be required to
be performed immediately before pressure testing.
D. After the disinfecting agents have been permitted to remain for the specified
contact periods, the water lines, and valves shall be thoroughly flushed with
water until the residual chlorine tests are less than 4 ppm in each instance.
The determination of the amount of residual chlorine in the system shall be
made at such points and in accord with standard tests by means of a
standard orthotolodine test set.
E. Replace permanent system devices removed for disinfection.
3.04 BACTERIOLOGICAL SAMPLING
A. It shall be the responsibility of the Contractor under this Contract to perform
the bacteriological testing required by the Florida Department of
Environmental Protection (Palm Beach County Health Department) and the
Village of Tequesta to obtain clearance of all piping. The Contractor shall be
responsible to disinfect and repeat testing as needed until clearance is
obtained for all required systems. The Contractor shall be responsible to
02670 - 4
pay for additional water needed if the bacteriological testing must be
repeated.
B. The piping requires two (2) passing consecutive daily samples taken from
the locations called out on the plans or as determined by the Engineer. The
samples shall be taken concurrently at all the respective sample point
locations.
C. Sampling must be coordinated with the Engineer and other construction
activities so as to minimize re-sampling.
D. The Contractor shall submit schedule for bacteriological testing and
pressure tests.
E. The Contractor shall incur all costs needed to provide bacteriological
clearance of the piping systems.
F. If repeated tests of such samples show the presence of coliform organisms,
the disinfection shall be repeated until tests indicate an absence of
contamination.
3.05 QUALITY CONTROL
A. The laboratory and personnel collecting bacteriological samples shall be
Florida state certified in accordance with FDEP requirements.
3.06 CONNECTIONS TO EXISTING MAINS
A. The Contractor shall make connections to existing mains as shown on the
drawings. The connections of new water main to existing main shall be
made only after the new mains have passed their pressure and leakage test
and completed the disinfection and bacteriological clearance procedures as
mandated by the Palm Beach County Health Department, and shall be under
the Owner's immediate supervision.
END OF SECTION
02670 - 5
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02670 - 6
SECTION 02741
ASPHALTIC SURFACES
PART 1 — GENERAL
1.01 RELATED DOCUMENTS
A. All applicable provisions of the bidding and Contract Requirements, and
Division 1 — General Requirements shall govern the Work under this
section.
1.02 WORK INCLUDED
A. This section of the specifications covers the control and general conduct
of asphalt paving construction for roads, parking, walks and court areas.
B. All Work within the right-of-way shall be constructed using materials and
methods in accordance with the Contract drawings, Palm Beach County
Standards and Florida Department of Transportation Standard
Specifications for Road and Bridge Construction.
1. Grade deviations from Contract and Drawings shall conform
to Section 02310, Site Grading.
C. Provide all labor, materials, necessary equipment and services to complete
the Asphaltic Surfaces work, as indicated on the drawings, as specified
herein or both, except as for items specifically indicated as "NIC ITEMS".
D. Including, but not necessarily limited to the following:
1. Preparation of subgrade
2. Installation and compaction of base course
3. Spreading of asphalt surface course
1.03 RELATED WORK
A. Section 02200 — Earthwork, Excavation, and Backfill
B. Section 02310 — Site Grading
C. Section 02751 — Portland Cement Concrete Paving
02741-1
1.04 REFERENCE STANDARDS
A. American Association of State Highway and Transportation Officials
(AASHTO)
1. M140 - Standard Specification for Emulsified Asphalt
Nineteenth Edition; Revised Per Interim Specifications —
Specifications - 1999 R (1998)
2. M276 - Standard Specification for Viscosity Graded Asphalt
Cement Nineteenth Edition R (1996)
3. T245 - Standard Method of Test for Resistance to Plastic
Flow of Bituminous Mixtures Using Marshall Apparatus
Nineteenth Edition; ASTM D1559-76
B. American Society for Testing and Materials (ASTM)
1. D1559 - Test Method for Resistance to Plastic Flow of
Bituminous Mixtures Using Marshall Apparatus
2. D2041 - Standard Test Method for Theoretical Maximum
Specific Gravity and Density of Bituminous Paving Mixtures
3. D2171 - Standard Test Method for Viscosity of Asphalts by
Vacuum Capillary Viscometer (RAP Asphalt Mixes)
C. Asphalt Institute (AI)
1. MS-2- Mix Design Method for Asphalt Concrete and Other Hot
Mix Types
2. MS-22- Principles of Construction of Hot-Mix Asphalt Pavement,
Addendum
1.05 TRAFFIC CONTROL
A. The Contractor shall provide and maintain access to and from all properties
along the line of Work. The Contractor shall also provide temporary by-
passes and maintain them in a safe and usable condition whenever
detouring of traffic to parallel routes cannot be done without hardship or
excessive increases in travel by the public.
02741-2
1.06 SPECIAL SUBGRADE CONDITIONS
A. When special subgrade conditions are encountered for which these
"Asphaltic Surfaces Specifications" are not applicable, portions of these
specifications shall be deleted or revised to provide a properly finished
paved surface. A requested revision or deletion of the specifications shall
be accompanied with reports and laboratory tests on existing field
conditions. Any change from these "Asphaltic Surfaces Specifications" shall
be approved by the Engineer and shall be in effect only for a specified area
or paving project.
1.07 QUALITY ASSURANCE
A. DOT Standard Specifications.
1. Work and materials shall conform to all applicable
requirements of Florida Department of Transportation
"Standard Specifications for Road and Bridge Construction —
Current Edition" (referred to herein as DOT).
B. American Society for Testing and Materials.
1. ASTM 3515-80 "Standard Specification for Hot-Mixed, Job
Laid, Bituminous Paving Mixtures."
1.08 SUBMITTALS
A. Job Mix Designs: The Contractor shall submit a mix design for each
pavement course proposed for construction for the Owner's review and
approval 45 days prior to schedule production and lay down of the mix.
The design mix submittal shall be formatted as indicated in Asphalt
Institute Manual MS-2, the "Marshall Stability Method"; and shall include
type/name of mix, gradation analysis, grade of asphalt cement, Marshall
Stability in pounds flow, effective asphalt content in percent (%), and
corresponding copies of governing State Department of Transportation
(DOT) material specifications or regulatory authorities having jurisdiction
for each proposed material.
B. The Contractor may submit to the Owner a superpave asphalt mix design
for review and approval, in lieu of a Marshall Mix Design asphalt, meeting
the specifications of the governing State Department of Transportation or
regulatory authorities having jurisdiction.
C. Material Certificates: The Contractor shall submit certificates stating that
asphalt mix to be supplied complies with the specifications of the
02741-3
governing State Department of Transportation (DOT) or regulatory
authority having jurisdiction, as well as copies the regulatory
specifications corresponding to the asphalt mix formula and material. The
certificates shall be signed by the asphalt mix producer and the Contractor.
1.09 JOB CONDITIONS
A. Apply prime and tack coats when ambient temperature is above 50
degrees, and when temperature has not been below 35 degrees for 12
hours immediately prior to application. Do not apply when base is wet or
contains an excess of moisture.
B. Construct asphalt concrete surface course only when atmospheric
temperature is above 40 degrees, and when base is dry. Base course
may be placed when air temperature is above 30 degrees, and rising.
1.10 LOCATIONS, LAYOUT AND GRADES
A. Locate and layout paved areas and rights-of-way with reference to
benchmarks, property lines or buildings according to the Contract drawings
and accepted by the Engineer. The Contractor shall not utilize electronic
files from the Engineer for layout.
B. Determine locations of paved edges and right-of-way lines from surveyor's
permanent reference monuments and information on the Horizontal Control
drawings.
C. Where permanent reference monuments are not available, obtain proper
line locations from authorities having jurisdiction.
D. Establish and maintain required lines and elevations.
E. Furnished rock as-builts shall demonstrate a positive flow along the edge of
pavement and road crown from the high point to the low point (catch
basin/inlet) as indicated on the Contract drawings.
PART 2 — PRODUCTS
2.01 FILL
A. All fill shall be clean rock and sand (maximum rock size = 1-inch).
B. Fill shall be compacted thoroughly as per Section 02300 — Earthwork.
02741-4
2.02 LIMEROCK
A. Limerock shall be obtained from pits for which all overburden has been
removed previous to blasting and shall show no tendency to air slake and
must undergo the following chemical requirements.
1. Carbonates of Calcium Min. 70.0% (Miami
Limerock) and Magnesium. (24-
foot roadway).
Min 60.0 (Miami Limerock) and
Magnesium. (22-foot roadway)
95.0 (Ocala Limerock)
2. Oxides of Iron and Max. 2.0%
Aluminum
3. Organic Matter Max 5.0%
4. Any constituents of other than the above shall be silica or inert
material.
5. The material shall be crushed to such size that not less than 97%
shall pass a 3-1/2-inch sieve and it shall be graded uniformly
down to dust. All fine material shall consist entirely of duct of
fracture.
6. Limerock from on-site may be used if the material meets the
requirements of this section of the specifications.
B. All limerock shall comply with requirements set forth under DOT Section
911.
C. Limerock Bearing Requirements — Limerock material used in construction
of limerock base shall have an average LBR vales of not less than 100. The
average LBR value of materials produced at a particular source shall be
determined in accordance with an approved quality control procedure.
D. Equipment: The equipment for constructing the rock base shall be in
first class working condition and shall include-
1. Vibratory compactor weighing not more than three tons. If
approved in writing by the Engineer, larger vibratory
compaction equipment may be allowed if operated in static
mode only.
2. Self-propelled blade grader weighing not less than three
tons. The wheel base shall be not less than 15-feet and
02741-5
blade length not less than 10-feet.
3. Scarifiers shall have teeth space not to exceed 4-1/2-inches.
4. Provision for furnishing water at the construction site by tank
or hose at a rate not less than 50 gallons per minute.
2.03 PRIME COAT
A. Prime coat shall be Grade RC-70, cut-back asphalt, DOT Section 916-2.
B. Prime coat shall have full compatibility with surface treatment asphalt.
C. The bituminous material shall conform to the requirements of the Florida
Department of Transportation Standard Specifications for Road and
Bridge Construction, Section 300-2.
D. The sand for cover shall be clean dry sand.
2.04 TACK COAT
A. The bituminous material to be used for the tack coat shall conform to the
requirements of the Florida Department of Transportation Standard
Specifications for Road and Bridge Construction, Section 300-2.
2.05 ASPHALT
A. GENERAL-
1. The asphaltic concrete surface course shall be in accordance
with Palm Beach County, Florida Department of Transportation
Standard Specifications for type S-III asphaltic concrete
wearing surface, 1 -1/2 inches in compacted thickness or
as indicated on the Drawings, in accordance with
Sections 330-10 Compacting Mixture and 331 Type S-III
Asphaltic Concrete of aforesaid DOT standard
specification.
2. Final lift of asphaltic concretes shall be virgin material only and
shall be placed at the end of the project. (First lift may be RAP,
reclaimed asphaltic paving, in accordance with DOT standards).
02741-6
2.06 SEAL COATING
A. Homogeneous mixture of emulsified coal tar pitch, asbestos, sand
and other inert fillers.
It shall be easily remixed if settlement occurs in storage (except in the
case of freezing). It shall be capable of application and complete
coverage by rubber squeegee, brush, or approved mechanical
method, to the surface of bituminous pavements at the spreading
rate of 0.2 to 0.3 gallons per square yard in two coats.
B. Approved product: "TARFEV manufactured by Bitucote Products Co.
or approved equal.
PART 3 — EXECUTION
3.01 COLD MILLING
A. Milling of existing asphalt pavement shall be at the depth and location
as indicated on the Construction Drawings or as directed by the Owner.
B. The milled surface shall be reasonably smooth and free of excessive
scarification marks, gouges, ridges, continuous grooves, or other
damage. The milled pavement surface shall be thoroughly cleaned of
all loose aggregate particles, dust, and other objectionable material by
the use of power brooms, power blowers, power vacuums or other
means.
C. The Contractor shall coordinate the adjustment of manhole, meter
boxes, drainage inlets, and valve boxes with the milling operation.
D. All milled material shall become the property of the Contractor and
shall be disposed of off-site or used in conformance with Section 02300
or for utilization as Reclaimed Asphalt Pavement, in conformance with
the specification provided above, as approved by the Owner.
3.02 PATCHING
A. Hot-Mix Asphalt Pavement: Saw cut perimeter patch and excavate
existing pavement section to sound base. Excavate rectangular or
trapezoidal patches, extending 12-inches into adjacent sound
pavement, unless otherwise indicated or directed by the Owner. Re-
02741-7
compact existing unbound-aggregate base course to form new
subgrade.
B. Tack Coat: Apply uniformly to vertical surfaces abutting or projecting
into new, hot-mix asphalt paving at a rate of 0.05 gallons per square
yard.
C. Patching: Fill excavated pavements with hot-mix asphalt base mix,
and while it is still hot, compact flush with adjacent surface.
3.03 BARRICADES
A. Provide substantial temporary barricades around all areas of operation
and maintain until Work under this section is completed and approved.
B. Install temporary traffic markers, signals, and signs as per Palm Beach
County Highway Construction & Engineering Services Division
Standard Specification to-
1. Eliminate potentially hazardous conditions.
2. Maintain adequate traffic patterns free of conflict with work
under this Contract.
3.04 PREPARATION OF SUBGRADE
A. This Work consists of bringing the bottom of excavations and top of
embankments of the roadway between the outer limits of the shoulders
or base course to a surface conforming to the grades, lines, and cross
sections shown on the plans. The subgrade shall be of uniform density
ready to receive the rock base of the paving course.
B. All soft and yielding material and other portions of the subgrade which
will not compact readily shall be removed and replaced with suitable
material and the entire subgrade brought to line and grade to provide a
foundation of uniform compaction and supporting power.
C. Stumps, roots, and other deleterious organic matter encountered in the
preparation of the subgrade shall be removed.
D. Where fills are required on areas covered or partly covered by existing
paving, the entire area of such existing paving shall be scarified to a
depth of at least six inches, and the scarified material spread evenly
over the area to be filled to a width not less than that of the proposed
paving.
02741-8
E. Material for fills shall consist of sand or other suitable material approved
by the Engineer free from stumps, roots, brushes, and other deleterious
organic matter.
F. Where fill is more than 1-foot in depth, the backfill material above the
ground water table shall be compacted in 8-inch depth lifts or as noted
on the plans, whichever is less. Each individual layer of fill under the
rock base shall have a density of 98% of the maximum density as
determined by the AASHTO T-180 unless shown otherwise on the
plans. Each individual layer of fill under the shoulder area shall have a
density of 98% of the maximum density as determined by AASHTO T-
180, unless shown otherwise on the plans.
G. The bottom of all excavated areas and the top of all fills where rock base
is to be constructed shall be thoroughly compacted by rolling. Water
shall be used to insure thorough compaction. The stability of the top 12-
inch thickness of the subgrade immediately under the base, for the full
base width plus 1-foot on each side, shall be minimum LBR 40.
H. Bring subgrade which has been properly filled and shaped to a firm
unyielding surface, by rolling an entire area with an approved power
roller:
1. Thoroughly compact area inaccessible to the roller with
approved hand tamper.
2. Apply water sufficiently to compact the subgrade where the
subgrade is of a dry, sandy nature and cannot be rolled.
I. The subgrade shall be maintained free from ruts, depressions or other
irregularities until rock base material is spread.
J. For all roads, streets and paved areas other than State Highway, the
stabilized subgrade shall have a minimum Limerock Bearing Ratio
(LBR) of 40, unless otherwise noted on the plans.
K. Where the bearing value of the existing subgrade is adequate without
addition of stabilizing material, the subgrade shall be scarified and
disked, harrowed, bladed or tilled for removal of boulders, roots, etc. to
assure uniformity and thorough mixing of material to the full width and
depth of required stabilization. The compacted subgrade shall conform
to the lines, grades and cross-section shown on the plans.
L. Test subgrade for crown and elevation after preparation and
immediately before base of paving course is laid:
02741-9
1. Remove or add material and compact to bring to a correct
elevation and uniform bearing if the subgrade is found not to be
at the specified elevation at all points.
2. Adjust the manhole rims, catch basin frames and valve boxes
where necessary to match proposed finish grade.
3.05 CONSTRUCTION OF BASE COURSE
A. This Work consists of construction of lime rock base course for the
asphaltic concrete wearing surface. The base course shall be
constructed on the prepared subgrade in an 8-inch thick limerock bases
constructed in two 4-inch lifts as shown on the drawings. Twelve (12)
inch thick limerock bases shall be constructed in two six-inch lifts. The
limerock base shall be a minimum LBR of 100.
B. Spreading Rock: The rock shall be transported to the points where it is
to be used over rock previously placed, and dumped on the end of the
preceding spread. It shall then be spread uniformly with hand tools, or
mechanical equipment. In no case shall rock be dumped directly on the
subgrade. No hauling shall be done over the subgrade.
C. Compacting Rock:
1. Following spreading, the rock shall be rolled with a three wheel
roller weighing not less than ten tons, water being added as
required, until the entire depth of base is compacted into a dense
unyielding mass.
2. No greater are of rock base shall be placed during any one day
than that which can be rolled and compacted on the same day.
D. Finishing Base-
l. After watering and rolling, the entire surface shall be thoroughly
scarified to a depth not less than 4-inches and shaped to exact
crown and cross section, re-watered and again thoroughly rolled.
Rolling shall continue until the entire depth of base is bonded
and compacted into a dense, unyielding mass, true to grade and
cross section.
a. Any irregularities which may develop in the surface during
such finishing shall be corrected by the removal or addition of
02741-10
rock as the case may be.
b. If at any time the subgrade material becomes churned up and
mixed with the base rock, the Contractor shall dig out and
remove the mixture, reshape and compact the subgrade and
replace the materials removed with clean rock which shall be
watered and rolled until satisfactorily compacted.
c. Where cracks or checks appear in the base either before or
after priming, which in the opinion of the Engineer would
impair the structural efficiency of the base course, the
Contractor shall remove such cracks or checks by re-
scarifying, reshaping, watering, rolling and adding rock where
necessary.
d. During final compacting operations, if grading of any areas
are necessary to obtain the true grade and cross section, the
compacting operations for such areas shall be completed
prior to making the density tests on the finished base.
E. Inferior Rock: If in the opinion of the Engineer at any time during the
progress of the Work, rock of inferior quality is being delivered to the
construction site, a laboratory analysis of the rock shall be made. Should
the results of such tests indicate that the rock does not conform to
specifications, the Contractor shall, at his own expense, remove such
inferior material from the area indicated and deliver and spread
satisfactory rock on said area.
F. Testing Surface: The finished surface of the rock base shall be true to
the required cross section. Any irregularities in the grade greater than
1/4-inch, as determined by placing a 10-foot straight edge parallel with
the centerline and use of full width crown board, shall be corrected by
scarifying to a depth of 3-inches, removing or adding rock as may be
required and again watering, rolling, and compacting the scarified area.
In testing the surface for irregularities, the measurements under the
straight edge shall not be taken in small holes caused by individual
pieces of rock having been pulled out by the road grader. The finished
rock base shall provide positive flow from the high point to the low point
(catch basin/inlet) as indicated on the Contract Drawings.
G. Thickness Determination: Thickness of the base shall be measured by
intervals as required by the Engineer. Measurements shall be taken at
various points on the cross section. The measurements shall be taken
in holes through the base of not less than 3-inches in diameter. Where
the base is more than 1/2-inch less than the required compacted
thickness, the Contractor shall correct such areas by scarifying and
02741-11
adding rock. The affected areas shall then be watered, rolled and
brought to a satisfactory state of completion, and of required thickness
and cross section.
H. Density: Density determinations shall be made by the Contractor or at
intervals required by the Engineer. An average required density shall be
98% of maximum density obtainable under AASHTO Method T-180. No
section of base shall be accepted when more than 10% of tests fall
below 98% of maximum density and in no case shall a density of less
than 96% of maximum be accepted.
I. Testing: The Contractor shall coordinate with the Engineer for all testing.
One test shall be made in accordance with AASHTO, T-180 for each
class of material in the subgrade and base:
1. In place density tests in accordance with AASHTO T-147 shall be
made in the locations shown on the plans. Two copies of the test
reports will be sent directly to the Engineer for evaluation.
2. Any material which fails to meet these specifications shall be
removed, replaced, and retested, all at the Contractor's expense.
3. Tests shall be taken at least every 1,000 square yards and taken at
locations and lifts as directed by the Engineer.
3.06 PRIME COAT FOR BASE COURSE
A. Cleaning for prepared base-
1. Before any bituminous material is applied, all loose material (dust,
dirt, caked clay and foreign matter) which might prevent proper bond
with the existing surface shall be moved to the shoulders, to the full
width of the treatment, by means of revolving brooms or approved
mechanical sweepers and by mechanical blowers, of approved types,
supplemented by hand sweeping. Dust and other loose materials not
removed by mechanical means shall be removed with hand brooms.
Particular care shall be taken to clean the outer edges of the strip to
be treated in order to ensure that the prime coat will adhere.
Sweeping and blowing shall be continued until all the loose dust and
dirt is removed from the surfaces.
2. Application of bituminous material shall be made during the same day
surface has been swept and as soon as practical thereafter.
B. Application for prime coat:
02741-12
1. The bituminous material shall be applied to the clean dry surface of
the rock base at such temperature as will ensure uniform distribution.
The amount applied will be at the rate of approximately 0.10 to 0.20
gallons per square yard of base area. The application shall be made
by means of self-propelled pressure distributor operating under a
pressure not less than 20 pounds per square inch. Application of
bituminous material shall be made on only one-half of the width of
base at one time.
2. The primed base shall then be covered with a uniform layer of clean
sand, and kept thoroughly and uniformly covered by additional sand
or sweeping until it shows no signs of picking up under traffic. For a
period of one week after priming, the Contractor shall again broom
any area where insufficient cover sand or excess of bituminous
material causes "bleeding" and, if necessary, spread additional sand
on such area.
C. Prime coat finish: After prime has cured or sat and been sanded, the
shoulder shall be shaped to conform to all grade lines and cross sections
and the entire area shall be rolled and compacted with a rubber tired
roller or a power roller before asphalt surface is laid on the finished base.
3.06 BITUMINOUS TACK COAT
A. Before applying any bituminous material, all loose material: dust, dirt
and foreign material, which might prevent proper bond with the existing
surface, shall be removed for the full width of the application.
B. Application for tack coat-
1. The surface to receive the tack coat shall be clean and dry.
The tack coat shall be clean and dry. The tack coat shall be
applied with a pressure distributor except that on small jobs,
if approved by the Engineer, the application may be made by
other approved mechanical methods or by hand methods.
The pressure distributor shall operate at a pressure not less
than 20 pounds per square inch and at a consistency such
that it can be properly pumped and sprayed uniformly over
the surface.
2. The bituminous material shall be applied in a thin uniform
layer. The rate of application shall be between 0.02 and 0.10
gallon per square yard. The tack coat shall be applied
sufficiently in advance of the laying of the wearing surface to
permit drying, but shall not be applied so far in advance that
it might lose adhesiveness as a result of being covered with
dust or other foreign material. The tack coat surface shall be
02741-13
kept free from traffic until the wearing surface is laid.
3.07 ASPHALTIC CONCRETE WEARING SURFACE COURSE
A. Cleaning and preparing base-
1. Prior to the laying of the asphaltic concrete, the base of
pavement to be covered shall be cleaned of all loose
deleterious material by the use of power brooms or blowers.
A tack coat shall be applied on all pavement. The tack coat
shall not be applied so far in advance of laying operations as
to allow shifting and sand or weather conditions to nullify its
effectiveness.
2. After the surface has been thoroughly cleaned, all holes shall
be filled with asphaltic concrete, if necessary, and thoroughly
compacted to conform to the existing surface and to form a
smooth surface.
B. Placing asphaltic concrete: The asphaltic concrete surface course
applied after the tack coat and be permitted a reasonable time for
drying, but not to an extent that the tack coat is allowed to lose its
adhesiveness:
1. Machine spreading: Upon arrival the mixture shall be dumped
into the approved mechanical spreader and immediately
spread and struck off to the full width required and to such
appropriate loose depth for each successive course that when
the work is completed the required weight of the mixture per
square yard or the specified thickness will be secured. An
excessive amount of mixture shall be carried ahead of the
screen at all times. Hand raking shall be done behind the
machine as required.
2. Hand spreading: In limited areas, where, on account of
irregularities or unavoidable obstacles, the use of mechanical
spreading and finishing equipment is impractical, the mixture
may be spread by hand, when so authorized by the Engineer.
3. The mixture shall be laid only when the surface to be covered
is dry and only when weather conditions are suitable.
4. All structures which will be in actual contact with asphaltic
mixture, including the face or surface of curbs or gutters and
their vertical faces of existing pavements, shall be painted
with a uniform coating of asphalt material to provide a closely
bonded, watertight joint.
02741-14
5. Where necessary, due to the traffic requirements, the mixture
shall be laid in strips in such manner as to provide for the
passage of traffic.
6. Any mixtures caught in transit by a sudden rain may be laid at
the Contractor's risk. In no case shall the mixture be laid
while rain is falling or when there is water on the surface to be
covered.
7. The depth of the layer being spread shall be gauged as
directed, and where the thickness fails to average the
specified thickness, immediate steps shall be taken to correct
the depth.
8. Before any rolling is started, the course surface shall be
checked, any inequalities adjusted, and all drippings, fat sand
accumulations from the screed and fat spots from any source
shall be removed and replaced with satisfactory material.
9. Straight-edging and back-patching shall be done after initial
completion has been obtained and while the material is still
hot. Any irregularity greater than 1/4-inch either longitudinally
or traversely shall be corrected at this time.
10. No skin patching shall be done. When a depression is to be
corrected while the mixture is hot, the surface shall be well
scarified before the addition of fresh mixture. If irregularities
occur and are not corrected while the mixture is still hot, the
irregularities shall be cut out the full depth of the layer and
replaced with fresh mixture.
C. Compacting mixture: After the spreading, the mixture shall be rolled
when it has set sufficiently or come to the proper condition to be rolled,
and when the rolling does not cause undue displacement or shoving-
1. The motion of the roller shall at all times be slow enough to
avoid displacement and shall at once be corrected by the use
of rakes and fresh mixture where required. The rolling shall
include all transverse, longitudinal, and diagonal rolling, as
may be necessary to obtain the maximum density.
2. The seal rolling with tandem steel rollers weighing from five
to eight tons shall follow as close behind the spreader as is
possible without picking up, or displacing or blistering the
material.
3. Rolling with the self-propelled pneumatic-tired rollers shall
follow as soon as possible and as close behind the seal rolling
02741-15
as the heat of the mixture will permit. The rolling shall be done
while pavement temperature is between 1750 and 2400 F, and
to such an extent that the self-propelled traffic roller shall
cover every area of the surface with at least ten passes. Final
rolling with tandem steel rollers shall be done after the rolling
with self-propelled pneumatic tired rollers is completed. This
final rolling shall be done before the pavement temperature is
lower than 175°F, and shall be continued until all roller marks
or tire marks are eliminated.
4. Self-propelled pneumatic rollers shall be used for the rolling
of patching and leveling courses. At the option of the
Contractor, a steel-wheeled roller may be used to supplement
the self-propelled pneumatic-tired rollers but not more than
one steel-wheeled roller may be used in conjunction with the
necessary number of self-propelled pneumatic-tired rollers.
After final completion, the finished pavement shall at no point
have a density less than 95% of the laboratory compacted
density.
5. Rolling with the self-propelled pneumatic-tired roller shall
proceed at a speed from six to twelve miles per hour and the
rate of rolling shall not exceed 3,000 square yards per hour
per roller. A sufficient number of self-propelled pneumatic-
tired rollers shall be used so that the rolling of the surface for
the required number of 10 passes within this maximum rolling
rate shall not delay any other phase of the placing operation
and not result in excessive cooling of the mixture before the
rolling is complete. In the event that the rolling is not properly
maintained to schedule as outlined above, the laying
operation shall be discontinued until the rolling operations are
sufficiently caught up.
6. In all places inaccessible to a roller, such as adjacent to
curbs, headers, gutters, bridges, manhole, etc., the
required compaction shall be secured with tamps.
Depressions which may develop before the completion of
the rolling shall be remedied by loosening the mixture laid
and adding new material to bring such depressions to a true
surface.
7. Should any depressions remain after final compaction has
been obtained, the mixture shall be removed sufficiently
and new material added to form a true and even surface.
All high spots, high joints and honeycombs shall be
adjusted as directed by the Engineer.
02741-16
8. The mixture, after compaction, shall be of the thickness
shown on the plans. After compaction, the surface shall not
show an excess of asphalt. Any area showing such excess
or other defect shall be cut out and replaced with fresh
mixture and immediately compacted to conform with the
surrounding area. Any mixture which becomes loose or
broken, mixed with dirt in the wearing course shall be
removed and replaced with fresh mixture which shall be
immediately compacted to conform with surrounding areas.
9. Gasoline or oil from rollers shall not be allowed to deposit
on the pavement and any pavement damaged by such
deposits shall be removed and replaced as directed by the
Engineer.
10. Any mixture remaining unbonded after rolling shall be
removed and replaced.
D. Protection of pavement: After the completion of the pavement, no
vehicular traffic of any kind shall be permitted on the pavement until it
has set sufficiently as approved by the Engineer.
3.08 ASPHALT OVERLAY
A. Clean existing asphalt and clear of loose aggregate. Mill roadway as
required to maintain plan grades and provide a smooth transition between
all overlay sections adjacent to milled or existing roadway sections.
B. Risers shall be installed to bring existing manhole rims, valves, basins, etc
to grade.
C. Structural patching necessary to seal existing cracks or pot holes shall
be done prior to tack coat. Tack coat shall be applied to ensure proper
adhesion between the old surface and new asphalt.
D. Hot mix asphalt shall be applied at the depth specified on the plans. All
edges and ends shall be sloped to create a smooth seam between old
and new pavement surfaces.
3.09 ABUTTING EXISTING PAVING
A. Meet elevation of existing paving and structures, facilities and utilities
where applicable by feathering the thickness of the new surface course
for not more than 1-foot in the periphery of the structure, facility or utility.
Do not cover access covers, manhole tops, water meters or other similar
devices.
02741-17
3.10 PAVEMENT EDGES
A. Make edges of paved area conform to details and sections as shown on
drawings.
3.11 SEAL COATING
A. Preparation of surface: Pavement to be sealed must be sound and free
of loose dust, dirt, stones, or other foreign matter:
1. Repair any breaks or holes.
2. Scrape off accumulations of oil or fuel drippings and scrub with
detergent and water. Remove all traces of detergent.
3. Soft or damaged spots must be repaired.
4. Flush entire area with clean water.
5. Pavement should be damp (no puddles or excess water) when
seal coating is applied.
B. Mixing: Stir seal coating to a uniform consistency, use no solvents for
thinning. Dilute seal coating with 10% to 20% clean water, stirring to
uniform consistency.
C. Application-
1. Seal coat may be applied to dampened surface with a rubber
squeegee, soft bristled push broom, or approved mechanized
equipment.
2. Seal coating may be poured directly onto pavement in a ribbon
or windrow. Squeegee is placed on pavement at a slight angle
to edge line of pavement and pulled in a window along
pavement in parallel lines, always working excess material
toward bottom edge of squeegee.
3. Seal coating should be applied in two (2)thin coats. After first coat
is completely dry to touch, a second coat may be applied at right
angles to the first. Rate of application will depend on porosity of
surface.
4. Allow to cure for 24 hours before opening to traffic.
5. Do not apply seal coating when temperature is below 50°F,
or falling, before sealer is dry, or rain appears imminent or
forecast.
02741-18
6. Apply in strict accord with manufacturers published instructions.
3.12 FIELD QUALITY CONTROL
A. Test in place asphalt concrete course for compliance with requirements
for thickness and surface smoothness. Repair or remove and replace
unacceptable paving as directed by Engineer:
1. In-place compacted thickness will not be acceptable if
exceeding following allowable variation from required thickness:
a. Base Course: Not greater than '/2-inch of specified
thickness.
b. Wearing Course: Not greater than '/4-inch of specified
thickness.
2. Test finished surface of each asphalt concrete course for
smoothness, using 10-foot straight edge applied parallel with,
and at right angles to centerline of paved area. Surfaces will
not be acceptable if exceeding the following tolerances for
smoothness.
a. Base Course Surface: 1/4-inch.
b. Wearing Course Surface: 1/8-inch.
B. Check surface area at intervals as directed by the Engineer.
C. Finish grade of asphaltic concrete wearing course shall be within ±0.04
feet of the grades indicated on the plans.
3.13 CLEANUP
A. Remove all debris and excess material immediately from project site.
B. Take down all barricades and temporary traffic markers, signals and
signs only after all work included in this section is finished and inspected,
and only after so directed by the Engineer.
C. Leave project area clean, orderly and free of any hazardous conditions.
END OF SECTION
02741-19
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02741-20
SECTION 02751
PORTLAND CEMENT CONCRETE PAVING
PART 1 — GENERAL
1.01 RELATED DOCUMENTS
A. All applicable provisions of the Bidding and Contract Requirements, and
Division 1 - General Requirements shall govern the Work under this
section.
1.02 SUMMARY
A. This section includes all portland concrete pavement, including but not
limited to-
1. Driveways
2. Parking lots
3. Curbs and gutters
4. Sidewalks
5. Drainage Aprons
1.03 WORK INCLUDED
A. Provide all labor, materials, necessary equipment and services to
complete the Portland Cement Concrete Paving work, as indicated on
the drawings, as specified herein or both.
B. Including, but not necessarily limited to the following-
1. Fill, subgrade, and limerock base
2. Concrete formwork
3. Concrete reinforcement
4. Isolation and contraction joints
5. Concrete paving
1.04 RELATED WORK
A. Section 02300 — Earthwork
02751-1
B. Section 02741 - Asphaltic Concrete Paving - General
1.05 REFERENCE STANDARDS
A. American Society of Testing Materials (ASTM)
1. A82 - Standard Specification for Steel Wire, Plain, for Concrete
Reinforcement
2. A185 - Standard Specification for Steel Welded Wire Fabric,
Plain, for Concrete Reinforcement
3. A615/A615M - Standard Specification for Deformed and Plain
Billet-Steel Bars for Concrete Reinforcement
4. C33 - Standard Specification for Concrete Aggregates
5. C94 - Standard Specification for Ready-Mixed Concrete
6. C150 - Standard Specification for Portland Cement
7. C171 - Standard Specification for Sheet Materials for Curing
Concrete
8. C260 - Standard Specification for Air-Entraining Admixtures for
Concrete
9. C309 - Standard Specification for Liquid Membrane-Forming
Compounds for Curing Concrete
10. C494/C494M - Standard Specification for Chemical Admixtures for
Concrete
11. C979 - Standard Specification for Pigments for Integrally Colored
Concrete
12. C1116 - Standard Specification for Fiber-Reinforced Concrete and
Shotcrete
13. D1751 - Standard Specification for Preformed Expansion Joint
Filler for Concrete Paving and Structural Construction
(Nonextruding and Resilient Bituminous Types)
14. D1752 - Standard Specification for Preformed Sponge Rubber
and Cork Expansion Joint Fillers for Concrete Paving and
Structural Construction
15. D3405 - Standard Specification for Joint Sealants, Hot-Applied,
02751-2
for Concrete and Asphalt Pavements
16. D5249 - Standard Specification for Backer Material for Use with
Cold- and Hot- Applied Joint Sealants in Portland-Cement
Concrete and Asphalt Joints
17. D5893 - Standard Specification for Cold Applied, Single
Component, Chemically Curing Silicone Joint Sealant for Portland
Cement Concrete Pavements
B. American Concrete Institute (ACI)
1. 301 R-99- Specifications for Structural Concrete
2. 304R- Placing and Handling Concrete, etc.
3. 309R-96- Guide for Consolidating of Concrete
4. 330.1 - Standard Specifications for Plain Concrete Parking Lots
5. 330R-92- Guide for Design & Construction of Concrete Parking
Lots
6. 211.1 R-91 -Standard Practice for Selecting Proportions for
Normal, Heavyweight and Mass Concrete
C. American Association of State Highway and Transportation Officials
(AASHTO)
1. M182 - Standard Specifications for Burlap Cloth made from Jute
for Kenaf
2. M 153 - Standard Specifications for Preformed Sponge
Rubber and Cork Expansion Joint Filler
1.06 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies: Perform work in accordance
with local building and other applicable codes.
B. Installation: Performed only by skilled workmen with satisfactory record
of performance on completed projects of comparable size and quality.
C. Inspection and Testing: Performed in accordance with Sections 01330,
and 01410 unless otherwise specified:
1. Test cylinders- as per ASTM C-39.
a. Minimum of three (3) concrete test cylinders shall be taken
02751-3
for every 75 or less cubic yards of concrete placed.
b. Minimum of one (1) additional test cylinder shall be taken
during any cold weather concreting, and be cured on job
site under same conditions as the concrete it represents.
2. Slump test- as per ASTM C-143:
a. Minimum of one (1) slump test shall be taken for each set
of test cylinders taken.
1.07 SUBMITTALS
A. Test Reports: Reports of concrete compression, yield, air content, and
slump tests.
B. Certificates:
1. Manufacturer's certification that materials meet specification
requirements.
2. Material content on a cubic yard basis of each class of concrete
furnished.
a. Dry weights of cement.
b. Saturated surface-dried weights of fine and coarse aggregate.
c. Quantities, type and name of admixtures.
d. Weight of water.
3. Ready-mix delivery tickets, ASTM C-94.
C. Shop Drawings-
1. Show sizes and dimensions for fabrication and placing of reinforcing
steel and bar supports.
2. Indicate bar schedules, stirrup spacing, and diagrams of bend bars.
1.08 DELIVERY, STORAGE AND HANDLING
A. Deliver reinforcement to project site in bundles marked with metal tags
indicating bar size and length.
02751-4
B. Handle and store materials to prevent contamination.
1.09 JOB CONDITIONS
A. Allowable concrete temperatures-
1. Hot weather: Maximum 90°F as per ASTM C-94.
B. Do not place concrete during rain, unless protection is provided.
PART 2 -PRODUCTS
2.01 FILL
A. As specified in Section 02741- Asphaltic Concrete Paving - General
2.02 SUBGRADE
A. As specified in Section 02741 -Asphaltic Concrete Paving-General
2.03 LIMEROCK BASE
A. As specified in Section 02741 -Asphaltic Concrete Paving- General
2.04 READY-MIXED CONCRETE
A. Cement: ASTM C-150, normal Type 1.
B. Aggregate: ASTM C 33, uniformly graded, from a single source.
C. Water/Ready Mix Concrete: ASTM C 94.
D. Admixtures: Certified by manufacturer to contain not more than 0.1 %
water-soluble chloride ions by mass of cement and to be compatible with
other admixtures, as follows:
1. Air-Entraining Admixture: ASTM C 260;
2. Water-Reducing Admixture: ASTM C 494, Type A;
3. Water-Reducing and High-Range Admixture: ASTM C 494, Type
F;
4. Water-Reducing and Accelerating Admixture: ASTM C 494, Type
E; and,
5. Water-Reducing and Retarding Admixture: ASTM C 494, Type D.
6. Fly ash and pozzolans: ASTM C-618.
02751-5
E. Coarse aggregate: Not less than 50% clean, hard, croshed stone
conforming to requirements of Table 2, size number 467 ASTM C-33.
F. Slump Range: 2-4 inches tested according to ASTM designation C-
143 (AASHTO- T119).
G. Air content: 5% ± 1%.
H. Mix proportioning:
1. 28-day compressive strength of cured laboratory samples 3,000 psi.
2. Minimum cement content 5 sacks/cubic yard.
I. Calcium Chloride: The use of calcium chloride or admixtures
containing more than 0.05% chloride ions is prohibited.
J. Curing Materials:
1. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made
from jute or kenaf, weighing approximately 9 oz./sq. yd. dry;
2. Moisture-Retaining Cover: ASTM C 171, polyethylene film or
white burlap- polyethylene sheet;
3. Water: Potable;
4. Evaporation Retarder: Waterborne, monomolecular film forming,
manufactured for application to fresh concrete;
5. Clear Solvent-Borne Liquid-Membrane-Forming Curing Compound:
ASTM C 309, Type 1, Class B;
6. Clear Waterborne Membrane-Forming Curing Compound: ASTM
C 309, Type 1, Class B;
7. White Waterborne Membrane-Forming CuringCompound; ASTM
C 309, Type 2, Class B.
K. Mixes-
1. ASTM C-94.
2. Mix concrete only in quantities for immediate use.
3. Do not retemper or use set concrete.
02751-6
2.05 CONCRETE MIXES AND MIXING
A. Concrete Mixes: Prepare design mixes, proportioned according to ACI
211.1 R-91 and ACI 304, with the following properties:
1. Compressive Strength (28 Days): 3,000 psi; (curb/sidewalk)
B. Coloring Agent: When required, add coloring agent to mix according to
manufacturer's written instructions.
1. Expansion and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-
saturated cellulosic fiber, or ASTM D 1752, cork or self-expanding
cork; and,
2. Coloring Agent: ASTM C 979, synthetic mineral-oxide pigments or
colored water-reducing admixtures; color stable, nonfading, and
resistant to lime and other alkalis.
C. Ready-Mixed Concrete: Comply with requirements and with ASTM
C 94 and ASTM C 1116.
D. Project-Site Mixing: On-site mixing must be approved by the Owner.
Comply with requirements and measure, batch, and mix concrete
materials and concrete according to ASTM C 94. Mix concrete materials
in appropriate drum-type batch machine mixer.
2.06 REINFORCEMENT
A. Reinforcing Steel Bars: 60 ksi yield strength; deformed billet steel bars;
ASTM A-615, plain finish.
B. Welded Steel Wire Fabric: Plain type, ASTM A-185, hot dip galvanized,
plain finish.
C. Tie Wire: FS QQ-W-461-G, annealed steel, black, 16 ga. minimum.
D. Bar Supports: Conform to "Bar Support Specifications," CRSI Manual of
Standard Practice.
2.07 FORMWORK AND ACCESSORIES
A. Formwork: Matched, tight fitting and adequately stiffened to support
weight of concrete without deflection detrimental to tolerances and
appearance of concrete, conform with ACU 347, Chapter 3, Material and
Form Work.
02751-7
B. Lumber-
1. Softwood framing lumber: Kiln dried, PS-20.
2. Boards less than 1-1/2-inch thick and 2-inches wide, used for basic
forms and form liners: Kiln dried.
3. Grade marked by grading rules agency approved by American
Lumber Standards Committee.
4. Light framing or studs for board or plywood forms, 2-inches to 4-
inches width and thickness, construction standard grade.
5. Boards for basic forms, construction standard grade.
6. Board surface: Smooth.
C. Plywood-
1. Exterior type softwood plywood, PS 1-66.
2. Each panel stamped or branded indicating veneer grades, species,
type and identification.
3. Wood faced plywood for Architectural concrete surfaces.
a. Panel veneer grades: B-C
b. Mill-oiled sides and mill-sealed edges of panels.
D. Ties
1. Material: Steel
2. Type: Snap tiles
3. Depth of break back: 1-inch
E. Max. diameter: 1/4-inch
F. Form coatings:
1. Non-staining type.
2. Agent: Pine oil derivative.
02751-8
2.08 ISOLATION AND CONTRACTION JOINTS
A. Minimum 3/4-inch thick asphaltic impregnated fiberboard as per ASTM D-
1751.
2.09 JOINTS, FILLERS, AND SEALANTS
A. Joint-Sealant Backer Materials: ASTM D5249, Non-Staining, compatible
with joint substrates, sealants, primers, and otherjoint fillers; and approved
for applications indicated by joint sealant manufacturer based on field
experience and laboratory testing.
B. Joint Sealant: Non-priming, pourable self-leveling silicone sealant for
concrete and asphalt.
1. Cold-Applied Joint Sealant ASTM D5893, self leveling silicone sealant.
Crafco Inc. "Roadwaver Silicone-SL"; Dow Coming "888, or 890-
SL"; Sonneborn "Sonomeric 1 Sealant"; Tremco Wulkem 45"; or
approved equal and,
2. Hot-Applied Joint Sealant: ASTM D3405, Polymeric sealant. Crafco
Inc. "ROADSAVER 22"; W.R. Meadows, Inc. "SEALTIGHT HI-SPEC',
or approved equal.
C. Joint Fillers: Resilient pre-molded bituminous impregnated fiberboard units
complying with ASTM D 1751, asphalt-saturated cellulosic fiber, ASSHTO
M 153, Type I: or ASTM D 1752, cork or self-expanding cork.
D. Exterior Concrete Sealant: Sonneborn "Kure-N-Sea130" exterior acrylic
sealer, or Euclid "Super Rez-Seal", or approved equal.
PART 3-EXECUTION
3.01 BARRICADES
A. Provide substantial temporary barricades around all areas of operation and
maintain until work under this section is completed and approved.
B. Install temporary traffic markers, signals, and signs as per D.O.T. Standard
Specifications to-
1. Eliminate potentially hazardous conditions.
2. Maintain adequate traffic patterns free of conflict with work under this
Contract.
3.02 PREPARATION OF SUBGRADE
A. Ensure rough grading has brought subgrade to required elevations.
02751-9
B. Fill soft spots and hollows with additional fill.
C. Level and compact subgrade, to receive limerock base for concrete walks,
curbs and gutters, to 98% compaction as per AASHTO T-180.
3.03 FORMWORK
A. The Contractor is responsible for the design, construction, removal and
complete safety of formwork and shoring.
B. Form construction shall be provided to shape, lines dimensions of members
shown: substantial, tight enough to prevent leakage, and properly braced or
tied to maintain position and size, form sides and bottoms of members unless
specifically excepted.
C. Fill voids of plywood joints with sealant and tool smooth.
D. Form vertical surfaces to full depth and securely position to required lines and
levels. Ensure form ties are not placed so as to pass through concrete.
E. Arrange and assemble formwork to permit easy dismantling and stripping, and
to prevent damage to concrete during formwork removal.
F. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides
for pavement to required lines, grades, and elevations.
1. Maintain sufficient quantity of forms to allow continuance of work so
that forms remain in place a minimum of 24 hours after concrete
placement;
2. Forms shall be cleaned and casted with form release agent thoroughly
after each use and before concrete is placed; and,
3. Flexible or curved forms shall be used on curves. Forms shall be of full
depth of the concrete and of a strength when staked, sufficient to resist
the presence of the concrete and the loads resulting from the finish
operations without springing, setting or losing their shape.
3.04 REINFORCING
A. Reinforce concrete curbs and gutters. Allow for minimum 1-1/2-inch concrete
cover.
02751-10
B. Do not extend reinforcing through expansion and contraction ofjoints. Provide
dowelled joints through expansion and contraction joints, with one end of
dowels fitted with capping sleeve to allow free movement.
3.05 FORMING EXPANSION AND CONTRACTION JOINTS
A. Construct pre-molded expansion and contraction joints, tied construction joints,
thickened edge expansion joints, isolation joints, and construction joints, straight
with face perpendicular to concrete surface. Construct transverse joints
perpendicular to centerline unless otherwise detailed.
1. Expansion joints and contraction joints, pre-molded as indicated on the
drawings:
a. Provide joint filler for the entire depth of the slab section and not
less than 1-inch below finished surface so as to allow for joint
sealer.
b. Provide thickened edge expansion joint as indicated on the
drawings.
C. Provide 1/2-inch contraction joints for curb and gutter at 10-feet on
center.
d. Provide 1/2-inch expansion joints for curb and gutter and sidewalk
at 100-feet on center.
2. Tied construction joints: As indicated on drawings;
3. Control joints: Depth shall be equal to of the concrete thickness or 1-inch,
whichever is deeper. For sidewalks, control joint spacing shall be equal
to the sidewalk width. For concrete pavement, control joint spacing shall
be placed as shown on the drawings, no greater than 15-feet on center
either way;
a. Form tooled joints in fresh concrete by grooving top portion with
recommended tool and finishing edges with jointer.
b. Form sawed joints using powered saws equipped with shatterproof
abrasive or diamond-rimmed blades. Cut joints into hardened
concrete within 24 hours of the concrete placement and as soon
as surface will not be tom, abraded, or otherwise damaged by
cutting action.
4. Construction Joints: Place construction joints at end of placements and
at locations where placement operations are stopped for period of more
than 1 h hour, except where such placements terminate at expansion
joints. Construct joints using standard metal keyway-section forms or as
shown on the drawings;
02751-11
5. Isolation Joints: Locate isolation joints as indicated on the drawings.
Provide premolded joint filler for isolation joints abutting site lighting poles,
concrete curbs, catch basins, maintenance access structures, inlets,
structures, walks and other fixed objects;
6. Joint Fillers: Extend joint fillers full-width and depth of joint, and not less
than 1-inch or more than 1-inch below finished surface where joint sealer
is indicated. Furnish joint fillers in one-piece lengths for full width being
placed, wherever possible. Where more than one length is required, lace
or clip joint filler sections together; and,
7. Joint Sealants: All joints shall be sealed with approved exterior
pavement joint sealants and shall be installed per manufacturer's
recommendations.
3.06 INSPECTION
A. Assure that excavation and formwork are completed, and excess water is
removed.
B. Check that reinforcement is secured in place.
C. Verify that expansion joint material, anchors, and other embedded items are
secured in position.
3.07 PREPARATION FOR PLACEMENT
A. Notify the Engineer and other inspectors at least 36 hours prior to inspection.
B. Equipment forms, and reinforcing shall be clean and wet down, reinforcing firmly
secured in place, runways set up and not resting on or displacing reinforcing.
3.08 PLACING CONCRETE
A. Concrete Placement Comply with recommendations in ACI 304R for
measuring, mixing, transporting, and placing concrete. Place concrete in a
continuous operation within planned joints or sections.
1. Moisten subbase to provide a uniform dampened condition at time
concrete is placed;
2. Consolidate concrete by mechanical vibrating equipment supplemented
by hand-spading, rodding, or tamping according to recommendations in
ACI 309R;
02751-12
3. Screed and initial-float concrete surfaces with darby or bull float before
excess moisture or bleed water appears on the surface;
4. Protect concrete from cold or hot weather during mixing, placing, and
curing; and,
5. All concrete walks and aprons shall be a minimum of 4-inches thick as
shown on the drawings, with a turned down edge as detailed.
B. Evaporation Retarder: Apply to concrete surfaces if hot, dry, or windy
conditions exist. Apply according to manufacturer's written instructions after
placing, screeding, and bull floating or darbying concrete, but before float
finishing.
C. Pavement Tolerances: Comply with tolerances in ACI 330.1, Specification for
Plain Concrete Parking Lots.
D. Place concrete, screed and wood float surfaces to a smooth and uniform
finish, free of open texturing and exposed aggregate.
E. Avoid working mortar to surface.
F. Round all edges, including edges of expansion and contraction joints, with '/2-
inch of radius edging tool.
G. Where concrete curbs are adjacent to pavement slabs, make concrete curbs and
gutters integral with slabs. Make expansion and contraction joints of curbs
coincide with slab joints.
H. Ensure finished surfaces do not vary from true lines, levels or grade by more
than 1/8-inch in 10-feet when measured with straightedge.
I. Apply curing compound on finished surfaces immediately after finishing. Apply
in accordancewith manufacturer's recommendations.
3.09 FINISHES AND CURING
A. All exterior concrete shall receive a medium broom finish.
B. Curing: Begin curing after finishing concrete, but not before free water has
disappeared from concrete surface. Cure concrete by one or a combination of
the following methods-
1. Moisture cure concrete by water, continuous fog spray, continuously wet
02751-13
absorptive cover, or by moisture-retaining-cover curing. Keep surfaces
continuously moist for at least 22 hours; and,
2. Curing Compound: Apply uniformly in continuous operation by power
spray or roller according to manufacturer's written instructions. Recoat
areas subjected to heavy rainfall within three hours after initial application.
Maintain continuity of coating and repair damage during curing period.
3. Contractor shall protect against graffiti and other damages to finish, prior
to curing and acceptance.
4. No sidewalk installed by the Contractor with visible cracks will be accepted
by the Owner. Cracked sidewalk shall be removed, disposed of and
replaced by the Contractor at no cost to the Owner. Cracked sidewalk
replacement shall consist of a minimum of one flat (5-feet) of sidewalk.
C. All exterior concrete surface shall receive one coat of exterior sealer.
3.10 ADA DETECTABLE WARNINGS
A. Detectable warnings shall be installed at all locations where required, compliant
with ADA guidelines and FDOT Index 304.
3.11 REPAIRS AND PROTECTION
A. Remove and replace concrete pavement that is broken, damaged, or defective,
or does not meet requirements in this section.
B. Protect concrete from damage. Provide adequate traffic control to prevent traffic
from pavement for at least 14 days after placement.
C. Maintain concrete pavement free of stains, discoloration, dirt, and other foreign
material. Sweep concrete pavement not more than 2 days before date
scheduled for substantial completion inspections.
D. Protection of Completed Work: During curing period, protect concrete from
damaging mechanical disturbances, water flow, loading, shock, and vibration.
3.12 QUALITY ASSURANCE
A. Manufacturer Qualifications: Manufacturer of ready-mixed concrete products
complying with ASTM C 94 requirements for production facilities and
equipment.
02751-14
B. ACI Publications: Comply with ACI 301 R-99 and AC1330R-92, unless modified
by the requirements of the Contract Documents.
C. The Owner shall provide and pay for testing services. A slump test and air test
shall be performed for each load delivered. Four standard test cylinders shall
be taken for each 55 cubic yards of concrete or each days' pour, whichever
is more frequent. Two cylinders shall be broken at 7 days and two cylinders
shall be broken at 28 days.
3.13 CLEAN UP
A. Remove all debris and excess material immediately from project site.
B. Take down all barricades and temporary traffic markers, signals and signs
only after all work included in this section is finished and inspected, and only
after so directed by Owner or Engineer.
C. Leave project area neat, orderly and free of any hazardous conditions.
END OF SECTION
02751-15
This sheet has been intentionally left blank.
02751-16
APPENDIX A - OWNER ACQUIRED PERMITS
Ron DeSantis
Mission: Governor
To prated,promote&improve the health
of all people in Florida through integrated ed� Ua1 �,r� Scott A. Rivkees,MD
state,county&community efforts. State Surgeon General
WWII
Vision:To be the Healthiest State in the Nation
Notification of Acceptance of Use of a General Permit
Permitee: Permit Number: 138296-044-DSGP
Matthew Hammond, Utility Director Issue Date: 05/06/2020
Village of Tequesta Expiration Date: 05/05/2025
345 Tequesta Drive County: Palm Beach
Tequesta, FL 33469 Project: Beach Road Water Main Replacement
Water Supplier: Village of Tequesta
PWS ID: 450 1438
Dear Mr. Hammond:
On April 20, 2020 the Florida Department of Health-Palm Beach County, as an approved local
program of the Florida Department of Environmental Protection, received a "Notice of Intent to Use
the General Permit for Construction of Water Main Extensions for PWSs" [DEP Form No. 6 -
, under the provisions of Rule 62 4„,530 and Chapter 5 .1655, Florida Administrative Code
(F.A.C.). The proposed project includes
Replacement of approximately 3,200 LF of 8"Asbestos Cement water main with 10" PVC
water main to provide potable water located between 400 S. Beach Road and 19670 S. Beach
Road in the Village of Tequesta, Florida.
Based upon the submitted Notice and accompanying documentation, this correspondence is being
sent to advise that the Department does not object to the use of such general permit at this time.
Please be advised that the permittee is required to abide by Rule 62 555.405 F. A.., all applicable
rules in Chapters 6 4, 62...550, 62 555, F.A.C., and the General Conditions for All General Drinking
Water Permits (found in 62��4.540„ F.A,C.).
When any existing asbestos cement(AC) pipes are replaced under this permit, the permittee shall
do so in accordance with the applicable rules of the Federal Asbestos Regulation and Florida DEP
requirements. For specific requirements applicable to AC pipes, the permittee should contact the Air
and Waste Management section managers prior to commencing any such activities at (561) 837-
5900#3. Please be aware that a notification is required to be submitted to the Department for a
regulated project.
Florida Department of Health
Palm Beach County,Division of Environmental Public Health P.O.Box 29,800 Clematis Street,West Palm Beach,FL 33402 a w rIIC Healttll :reditors �, .IY
r6
PHONE:561-837-5900-FAX: 561-837-5294
FloridaHealth.gov, Flhealthpaimbeach.org
PERMITTEE:Village of Tequesta Perm it/Certification No.: 138296-044-DSGP
Matthew Hammond, Utility Director
The permittee shall comply with all sampling requirements specific to this project. These
requirements are attached for review and implementation. Pursuant to Rule 0 -5 .3 F.A.C., the
permittee shall submit a certification of construction completion (DEP Form No. 0� .g00 g' to the
Department and obtain approval, or clearance, from the Department before placing any water main
extension constructed under this general permit into operation for any purpose other than
disinfection or testing for leaks.
Within 30 days after the sale or legal transfer of ownership of the permitted project that has not been
cleared for service in total by the Department, both the permittee and the proposed permittee shall
sign and submit an application for transfer of the permit using Form -,55a00 with the
appropriate fee. The permitted construction is not authorized past the 30-day period unless the
permit has been transferred.
This permit will expire five years from the date of issuance. If the project has been started and not
completed by that time, a new permit must be obtained before the expiration date in order to
continue work on the project, per Rule L62 4,030, F.A.Q.
Sincerely,
For t e Division irec
JorgeqRno, P.E.,
Environmental Administrator
Division of Environmental Public Health
JH/JP
c: Project Engineer: Samantha Graybill, P.E.
Utility: Same
PERMITTEE:Village of Tequesta Permit/Certification No.: 138296-044-DSGP
Matthew Hammond, Utility Director
Civil Penalty May Be Incurred
if this Proiect is placed into operation before obtaining a clearance from this office.
Requirements for clearance upon completion of projects are as follows:
1) Clearance Form
Submission of a fully completed Department of Environmental Protection (DEP) Form 2-555,
Certification of Construction Completion and Request for Clearance to Place Permitted PWS
Components into Operation.
2) Record Drawings
Submission of the portion of record drawings showing deviations from the DEP construction permit,
including preliminary design report or drawings an specifications, if there are any deviations from
said permit(Note that it is necessary to submit a copy of only the portion of record drawings showing
deviations and not a complete set of record drawings.).
3) Bacteriological Results
Copies of satisfactory bacteriological analysis (a.k.a. Main Clearance), taken within sixty (60) days of
completion of construction, from locations within the distribution system or water main extension to
be cleared,
Water Works Association with
62-555,315 %
on (AWWA) Standard 651 92, as L-665,2�LQ, anfollows:
J=' F.A.C. and
• Connection to an existing system
• The end point of the proposed addition
• Any water lines branching off a main extension
• Every 1,200 feet on straight runs of pipe
Each location shall be sampled on two consecutive days, with sample points and chlorine residual
readings clearly indicated on the report. A sketch or description of all bacteriological sampling
locations must also be provided. All samples shall be collected by an employee of a state
certified laboratory or a certified operator and be reported on DEP Reporting Format 62-
650.730.
For further clarification contact:
Jay Hardman, P.E.
Florida Department of Health Palm Beach
Plan Review& Permit Section
800 Clematis Street, 4th Floor
West Palm Beach, FL 33401
561-837-5900#5
NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF
WATER MAIN EXTENSIONS FOR PWSs
INSTRUCTIONS:This notice shall be completed and submitted by persons proposing to construct projects permitted under the
"General Permit for Construction of Water Main Extensions for Public Water Systems"in Rule 62-555.405,F.A.C. AT LEAST 30
DAYS BEFORE BEGINNING CONSTRUCTION OF A WATER MAIN EXTENSION PROJECT,complete and submit one copy of
this notice to the appropriate Department of Environmental Protection(DEP)District Office or Approved County Health Department
(ACHD)along with payment of the proper permit processing fee. (When completed,Part II of this notice serves as the preliminary
design report for a water main extension project,and thus,it is unnecessary to submit a separate preliminary design report or drawings,
specifications,and design data with this notice.) All information provided in this notice shall be typed or printed in ink. The DEP
permit processing fee for projects requiring the services of a professional engineer during design is$650,and the DEP permit
processing fee for projects not requiring the services of a professional engineer during design is$500.* Some ACHDs charge a county
permit processing fee in addition to the DEP permit processing fee. Checks for permit processing fees shall be made payable to the
Department of Environmental Protection or the appropriate ACHD. NOTE THAT A SEPARATE NOTIFICATION AND A
SEPARATE PERMIT PROCESSING FEE ARE REQUIRED FOR EACH NON-CONTIGUOUS PROJECT.t
* Except as noted in paragraphs 62-555.520(3)(a)and(b), F.A.C.,projects shall be designed under the responsible charge of one or
more professional engineers licensed in Florida.
t Non-contiguous projects are projects that are neither interconnected nor located nearby one another(i.e., on the same site, on
adjacent streets, or in the same neighborhood).
� � Y �Rd
A. Name°fPr°ject- Beach Watermain Replacement
B. Description of Project and Its Purpose:
Replacing 3,200 LF of 8"AC watermain with a 10" PVC watermain. The existing AC pipe will be
abandoned in place or removed and properly disposed of according to PBCHD regulations.
El
C. Location of Projecti
1. Poo Palm Beach County
2. Description f Project Location:
on:
Review
West side of Beach Rd in Tequesta, FL between 400 S Beach Rd and Q196�S each Rd.
D. Estimate of Cost to Construct Project:$700,000
E. Estimate of Dates for Starting and Completing
Construc
tion of Project:
May 2020-September 2020
F. Permittee
PWS/Com an Name village ofTe uesta on-Transient Non Communft Tr' _LPWS Identification No.:*45
�; ..".. ._ 01438
�._...w
anstent Non Communta> Consecutive
Contact Person:Matthew Hammond,Pe Non T "
ContactmPerson's Mailm2 Address 345 Te Contact Person's Title:utuay Director
_. _..._ ._...---
quests Drive _........ . .,�
c. —City:villa a of T quests _.......
State FL Code 33469
Contact Person's E-Mail Address:mhammond to uest _ � � .". "
Contact P 's Telephone Number 56t 766 045sm Contact Person's Fax Number:
_ @ q a.org — �..ma.
G. Public Water q y f p ... m...te .......
Thisinformation
em PWS Su �l�tnl Water to ee is a public water system(PWS).
TW ) l Project
is required only a the permit tee
FP Te uesta water Treatment Plant
Villageq .... — .m ...... .438
PWS Owner: r" _ PWS Identification No 4501
,� •_ Communtt w� Non Transt � � _ onsecutive
of Tequesta _ ent Non Commumt Transient Non Commtuut C mm
...... _ ..�—
Contact Persons Mailing Address:E -^_""°'"' _ Contact Person's Title:Utility Director
Contact Person Matthew Ha tP _ ��..
' 345 Tequesta Drive
Ctt Village of Teque 11 sta CpritaFL
— State FL D
one
Contact Person s Eontact Person's eMah Address:ss bmnammonde�equest Person's Fax
_. 59
'APR "
mharnmond@tequesta.org
DEP Form 62555.900(7)Altemate
Page 1 � 1��� ...... _..
Effective August 28,2003
(Updated September8,2015) Florida Department of Health-PBC
Plan Review
NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN
EXTENSIONS FOR PWSs
P,rOleCt Nlirlt Beach Rd Waterrnain Replacement Permittee:Village of Tequesta
_H Public Water ,stern -� Own
a _ After ItIs Placed into Permanent OpPeWratSi on
PWS Name:Vi Village of Tequesta staWater TreatmentmePlant Id e�nhficahon No.:*4501_43e
—
PWS T e:* ■ i Communilw Non-Transient Non�-Communm.mi..ly Transient Non--C_.ommuml ......ne .. .. secut_ive
PWS Owner:Village of Tequesta
Contact Person:Matthew Hammond,PE y
_ Contact Person s Title utult Director
Contact Person's Mailin Address 345 Tequesta Drive
_. State FIL �- 1 Code 33469
Number:
Cit),,.Village of Tequesta Z
Contact Persons Telephone Number:561-768-0459 Contact Persons Fax Num —
Contact Person's E-Mail Address:mhammond@tequesta.org
* This information is required only if the owner/operator is an existing PWS.
1. Professional Engineer(s)or Other Persons in Responsible Charge of Designing Project*
Com an"J Name:Kimley-Horn&Associates
Designer(s): Title(s)of Designer(s):
Samantha C. raybill, PE Project Engineer...........-
Qualifications of Designer(s):
Professional Engineer(s)Licensed in Florida—License Number(s): 81326
Public Officer(s)Employed by State,County,Municipal,or Other Governmental Unit of Stater'
n Plumbing Contractor(s)Licensed in Florida—License Number(s):^
Mailing Address of De
g);1920 Wekiva Way,Suite 200
.._ si raer( ... �. _
City West Palm Beach i Code:33411
Telephone Number of Designer(s'):561290-095s
_ .. .„ _ _._------___.._..... Fax Number of Designer(s,):
State:
E-MailAddress(es)ofDesigner(s):Samantha.graybill@kimIey-I' orn.com
..n._. .....—........—...................... .........._........�.. ......... ..........—..m............_ —....�.............................-............................
.....�..
* Except as noted in paragraphs 62-555.520(3)(a)and(b),F.A.C.,projects shall be designed under the responsible charge of one
or more professional engineers licensed in Florida.
t Attach a.d tailed construction cost estimate showing that the cost to construct this project is$10,000 or less.
Attach do mentation showing.At._this project will be installed by the plumbing contractor(s)designing this project,
documentation showing that this project involves a public water system serving a single property and fewer than 250 fixture
units, and a detailed construction cost estimate showing that the cost to construct this project is$50,000 or less.
ASice Area; ater Use;anPRe ':I ress!re %:nation
1. Design Type and IiTumber of Sery Connec ,and Average Daily Water Demands and Maximum-Day Water Demands,in
the Entire Area to Be Served by the Water Mains Being Constructed Under this Proi ct:
D=Total Average
C=Average Daily Daily Water Demanda,
Water Demand Per gpd(Columns BxC for E=Total Maximum-
B=Number of Service Service Connection, Residential Service Day Water Demandb,
A=-TITS of Serviee Connection - Connections k*A Connections N g;d
Sm;lleFamily Home 0
Mobile Home c
Apartment c
...
Commercial,Institutional,or Industrial Facili a _
ttli .........._- a_w - 4...............................i- °
a. Description of Commercial,Institutional,or Industrial Facilities and Explanation of Method(s)Used to Estimate Average
Daily Water Demand for These Facilities:
N/A
b. Explanation of Peaking Factor(s)or Method(s)Used to Estimate Maximum-Day Water Demand:
N/A
DEP Forth 62-555.900(7)Altemale Page 2
Effective August 28,2003
jUpdated iidpteMber 8,;201'5), -
NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN
DEu._ — N R PWSs
..�.. � _._..EXTENSIONS FOR 1eCt Name B Watermarn Replacement Permtttee village of Tequesta
2. Explanation of Peaking Factor(s)or Method(s)Use
each Rd
...—...,—... Teq _
d to Estimate Design Peak-Hour�..mm...�m
Water Demand and for � �Small Water
Systems that Use Hydropneumatic Tanks or that Are Not Designed to Provide Fire Protection,Peak Instantaneous Water
Demand:
N/A
3. Design Fire-Flow Rate and Duration:
N/A
4. Design Service Pressure Range: ��
B. Project Site Information """' — ~--
1. ATTACH A SITE PLAN OR SKETCH SHOWING THE SIZE AND APPROXIMATE LOCATION OF NEW OR ALTERED
w
WATER MAINS SHOWING THE APPROXIMATE LOCATION OF HYDRANTS,VALVES,METERS,AND BLOW-
OFFS IN SAID MAINS,AND SHOWING HOW SAID MAINS CONNECT TO THE PUBLIC WATER SYSTEM
SUPPLYING WATER FOR THE PROJECT.
2. Description of Any Areas Where New or Altered Water Mains Will Cross Above or Under Surface Water or Be Located in
Soil that Is Known to Be Aggressive:
N/A
C. Information About Compliance with Design and Construction Requirements
1. If this project is being designed to comply with the following requirements,initial in ink before the requirements. If any of the
following requirements do not apply to this project or if this project includes exceptions to any of the following requirements as
allowed by rule,mark"X"before the requirements and complete Part II.C.2 below. RSWW=Recommended Standards for
Water Works as incorporated into Rule 62-555.330,F.A.C.
z:;,Z7A'- a. This project is being designed to keep existing water mains and service lines in operation during construction
or to minimize interruption of water service during construction. [RSWW 1.3.a;exceptions allowed under FAC 62-
555.3301
b. All pipe,pipe fittings,pipe joint packing and jointing materials,valves,fire hydrants,and meters installed
under this project will conform to applicable American Water Works Association(AWWA)standards. [FAC
62-555.320(21)(b),RSWW 8.0,and AWWA standards as incorporated into FAC 62-555.330;exceptions allowed under FAC 62-
555.320(21)(c)]
c. All public water system components,excluding fire hydrants,that will be installed under this project and that
will come into contact with drinking water will conform to NSF International Standard 61 as adopted in Rule
62-555.335,F.A.C.,or other applicable standards,regulations,or requirements referenced in paragraph 62-
555.320 3 F.A.C. ( )( )]O(b), [FAC 62-555.320(3)(b);exceptions allowed under FAC 62-555.320 3 d
d. All pipe and pipe fittings installed under this project will contain no more than 8.0%lead,and any solder or
C flux used in this project will contain no more than 0.2%lead. [FAC 62-555.322]
U e. All pipe and pipe fittings installed under this project will be color coded or marked in accordance with
subparagraph 62-555.320(21)(b)3,F.A.C.,usingblue a redomi as p pant color. (Underground plastic pipe will
be solid-wall blue pipe,will have a co-extruded blue external skin,or will be white or black pipe with blue
stripes incorporated into,or applied to,the pipe wall;and underground metal or concrete pipe will have blue
stripes applied to the pipe wall. Pipe striped during manufacturing of the pipe will have continuous stripes that
run parallel to the axis of the pipe,that are located at no greater than 90-degree intervals around the pipe,and
that will remain intact during and after installation of the pipe. If tape or paint is used to stripe pipe during
installation of the pipe,the tape or paint will be applied in a continuous line that runs parallel to the axis of the
pipe and that is located along the top of the pipe;for pipe with an internal diameter of 24 inches or greater,tape
or paint will be applied in continuous lines along each side of the pipe as well as along the top of the pipe.
Aboveground pipe will be painted blue or will be color coded or marked like underground pipe.) [FAC 62-
555.320(21)(b)3]
x f. All new or altered water mains included in this project are sized after a hydraulic analysis based on flow
demands and pressure requirements. ATTACH A HYDRAULIC ANALYSIS JUSTIFYING THE SIZE OF
ANY NEW OR ALTERED WATER MAINS WITH AN INSIDE DIAMETER OF LESS THAN THREE
INCHES. [FAC 62-555.320(21)(b)and RSWW 8.1]
DEP Form 62-555.900(7)Altemate Page 3
Effective August 28,2003
(Updated September 8,2015)
NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN
EXTENSIONS FOR PWSs
PrO�eCt Name:Beach Rd Watennain Replacement � v Pernuttee,Vllage of Tequesta ,� �'
g. The inside diameter of new or altered water mains that are included in this project and that are being designed
to provide fire protection and serve fire hydrants will beat least six inches. [FAC 62-555.320(21)(b)and RSWW 8.1.2]
h. New or altered water mains that are included in this project and that are not being designed to carry fire flows
do not have fire hydrants connected to them. [FAC 62-555.320(21)(b)and RSWW 8.1.5]
,. L This project is being designed to minimize dead-end water mains by making appropriate tie-ins where
practical. [FAC 62-555.320(21)(b)and RSWW 8.1.6.a]
j. New or altered dead-end water mains included in this project will be provided with a fire or flushing hydrant or
Y blow-off for flushing purposes. [FAC 62-555.320(21)(b)and RSWW 8.1.6.b]
� . ` ' k. Sufficient valves will be provided on new or altered water mains included in this project so that inconvenience
and sanitary hazards will be minimized during repairs. [FAC 62-555.320(21)(b)and RSWW 8.2]
_ 1. New or altered fire hydrant leads included in this project will have an inside diameter of at least six inches and
will include an auxiliary valve. [FAC 62-555.320(21)(b)and RSWW 8.33]
5 Y m. All fire hydrants that will be installed under this project and that will have unplugged,underground drains will
be located at least three feet from any existing or proposed storm sewer,stormwater force main,pipeline
conveying reclaimed water regulated under Part III of Chapter 62-610,F.A.C.,or vacuum-type sanitary sewer;
at least six feet from any existing or proposed gravity-or pressure-type sanitary sewer,wastewater force main,
or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-10,F.A.C.;and at least ten
feet from any existing or proposed"on-site sewage treatment and disposal system." [FAC 62-555.314(4)]
n. At high points where air can accumulate in new or altered water mains included in this project,provisions will
be made to remove the air by means of air relief valves,and automatic air relief valves will not be used in
situations where flooding of the valve manhole or chamber may occur. [FAC 62-555.320(21)(b)and RSWW 8.4.1]
X o. The open end of the air relief pipe from all automatic air relief valves installed under this project will be
extended to at least one foot above grade and will be provided with a screened,downward-facing elbow. [FAC
S rJ 62-555.320(21)(b)and RSWW 8.4.2]
p. New or altered chambers,pits,or manholes that contain valves,blow-offs,meters,or other such water
distribution system appurtenances and that are included in this project will not be connected directly to any
sanitary or storm sewer,and blow-offs or air relief valves installed under this project will not be connected
directly to any sanitary or storm sewer. [FAC 62-555.320(21)(b)and RSWW 8.4.3]
q. New or altered water mains included in this project will be installed in accordance with applicable AWWA
standards or in accordance with manufacturers'recommended procedures. [FAC 62-555.320(21)(b),RSWW 8.5.1,and
AWWA standards as incorporated into FAC 62-555.330]
r. A continuous and uniform bedding will be provided in trenches for underground pipe installed under this
project;backfill material will be tamped in layers around underground pipe installed under this project and to a
sufficient height above the pipe to adequately support and protect the pipe;and unsuitably sized stones(as
described in applicable AWWA standards or manufacturers'recommended installation procedures)found in
trenches will be removed for a depth of at least six inches below the bottom of underground pipe installed
under this project. [FAC 62-555.320(21)(b),RSWW 8.5.2]
m s. All water main tees,bends,plugs,and hydrants installed under this project will be provided with thrust blocks
or restrained joints to prevent movement. [FAC 62-555.320(21)(b)and RSWW 8.5.4]
J t. New or altered water mains that are included in this project and that will be constructed of asbestos-cement or
polyvinyl chloride pipe will be pressure and leakage tested in accordance with AWWA Standard C603 or
C605,respectively,as incorporated into Rule 62-555.330,F.A.C.,and all other new or altered water mains
included in this project will be pressure and leakage tested in accordance with AWWA Standard C600 as
incorporated into Rule 62-555.330. [FAC 62-555.320(21)(b)l and AWWA standards as incorporated into FAC 62-555.330]
u. New or altered water mains,including fire hydrant leads and including service lines that will be under the
control of a public water system and that have an inside diameter of three inches or greater,will be disinfected
and bacteriologically evaluated in accordance with Rule 62-555.340,F.A.C. [FAC 62-555.320(21)(b)2 and FAC 62-
555.340]
X v. New or altered water mains that are included in this project and that will be installed in areas where there are
known aggressive soil conditions will be protected through use of corrosion-resistant water main materials,
through encasement of the water mains in polyethylene,or through provision of cathodic protection. [FAC 62-
555.320(21)(b)and RSWW 8.5.7.d]
DEP Form 62-555.900(7)Altemate Page 4
Effective August 28,2003
(Updated September 8,2015)
ro
NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN
EXTENSIONS FOR PWSs _
ame Beach Rd Watennam Replacement
acemertt u
Protect N .... ...Y p ...�.. ..—.....m...... ... .. ....a.... Village sra V
..� Permlttee,,,.....Ilage of Teque � ... ........ ,..--- .... .,,ww _........... ..
w. New or relocated,underground water mains included in this project will be laid to provide a horizontal distance
of at least three feet between the outside of the water main and the outside of any existing or proposed vacuum-
type sanitary sewer,storm sewer,stormwater force main,or pipeline conveying reclaimed water regulated
under Part III of Chapter 62-610,F.A.C.;a horizontal distance of at least six feet between the outside of the
water main and the outside of any existing or proposed gravity-type sanitary sewer(or a horizontal distance of
at least three feet between the outside of the water main and the outside of any existing or proposed gravity-
type horizontal 1 distance oftary sewer th least six feet between the outside of ain will be laidat least six inches above the I% of the sewer);a
he water main and the outside of any existing or
proposed pressure-type sanitary sewer,wastewater force main,or pipeline conveying reclaimed water not
regulated under Part III of Chapter 62-610,F.A.C.;and a horizontal distance of at least ten feet between the
outside of the water main and all parts of any existing or proposed"on-site sewage treatment and disposal
system." [FAC 62-555.314(1);exceptions allowed under FAC 62-555.314(5)]
x. New or relocated,underground water mains that are included in this project and that will cross any existing or
(� proposed gravity-or vacuum-type sanitary sewer or storm sewer will be laid so the outside of the water main is
at least six inches above the other pipeline or at least 12 inches below the other pipeline;and new or relocated,
underground water mains that are included in this project and that will cross any existing or proposed pressure-
type sanitary sewer,wastewater or stormwater force main,or pipeline conveying reclaimed water will be laid
so the outside of the water main is at least 12 inches above or below the other pipeline. [FAC 62-555.314(2);
exceptions allowed under FAC 62-555.314(5)]
y. At the utility crossings described in Part II.C.l.w above,one full length of water main pipe will be centered
above or below the other pipeline so the water main joints will be as far as possible from the other pipeline or
the pipes will be arranged so that all water main joints are at least three feet from all joints in vacuum-type
sanitary sewers,storm sewers,stormwater force mains,or pipelines conveying reclaimed water regulated under
Part III of Chapter 62-610,F.A.C.,and at least six feet from all joints in gravity-or pressure-type sanitary
sewers,wastewater force mains,or pipelines conveying reclaimed water not regulated under Part III of Chapter
62-610,F.A.C. [FAC 62-555.314(2);exceptions allowed under FAC 62-555.314(5)]
x z. New or altered water mains that are included in this project and that will cross above surface water will be
adequately supported and anchored,protected from damage and freezing,and accessible for repair or
replacement. [FAC 62-555.320(21)(b)and RSWW 8.7.1]
aa. New or altered water mains that are included in this project and that will cross under surface water will have a
minimum cover of two feet.[FAC 62-555.320(21)(b)and RSWW 8.7.2]
x bb. New or altered water mains that are included in this project and that will cross under surface water courses
greater than 15 feet in width will have flexible or restrained,watertight pipe joints and will include valves at
both ends of the water crossing so the underwater main can be isolated for testing and repair;the
aforementioned isolation valves will be easily accessible and will not be subject to flooding;the isolation valve
closest to the water supply source will be in a manhole;and permanent taps will be'provided on each side of the
isolation valve within the manhole to allow for insertion of a small meter to determine leakage from the
underwater main and to allow for sampling of water from the underwater main.[FAC 62-555.320(2l)(b)and RSWW
8.7.2]
cc. This project is being designed to include proper backflow protection at those new or altered service
connections where backflow protection is required or recommended under Rule 62-555.360,F.A.C.,or in
Recommended Practice for Backflow Prevention and Cross-Connection Control,AWWA Manual M14,as
incorporated into Rule 62-555.330,F.A.C.;or the public water system that will own'this project after it is
placed into operation has a cross-connection control program requiring Water customers to install proper
backflow protection at those service connections where backflow protection is required or recommended under
Rule 62-555.360,F.A.C.,or in AWWA Manual M14. [FAC 62-555.360 and AWWA Manual M14 as incorporated into
FAC 62-555.330]
x dd. Neither steam condensate,cooling water from engine jackets,nor water used in conjunction with heat
exchangers will be returned to the new or altered water mains included in this project. [FAC 62-555.320(21)(b)and
RSWW 8.8.2]
DEP Form 62-555.900(7)Altemate Page 5
Effective August 28,2003
(Updated September 8,2015)
NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN
EXTENSIONS FOR PWSs
Pro eCt Name:Beach Rd Waterman Replacement Permlttee 'Village of Tequesta
...�..� ..... .,. .. um..... _,. ..... , u. .
2. Explanation for Requirements Marked"X"in Part H.C.1 Above,Including Justification,Documentation,Assurances,and/or
Alternatives as Required by Rule for Exceptions to Requirements in Part H.C.1:
Item F: N/A; we are increasing the size of the watermain so a hydraulic analysis wasn't
performed.
Item O: The ARV's used in this project are an offset design. This assembly provides for a
screened, downward facing elbow above the top of pipe elevation within an offset vault. This
can be seen on sheet D2.00.
Item V: NIA; there are no known aggressive soils within the project limits.
Item Z: N/A; there are no surface water crossings included in the project.
Item AA & BB: N/A; there are no sub-aqueous crossings in the project.
Item DD: N/A; there are no known steam or cooling systems connected to the system.
I completed Part H of this notice,and the information provided in Part II and on the attachment(s)to Part II is true and accurate to the
best of my knowleda e and belief
---------- -------
Signature,Seal,and Date of Professional Engineer(PE)or Signature, __ ...........Seal,and Date of Professional Engineer(PE)or
Signature and Date of Other Person in Responsible Charge of Signature and Date of Other Person in Responsible Charge of
Designing Project:* �`` 11111110// Designing Project:*
C�MINELLO /jl
Q�� ;56� r ENS+�
N 81 '1r
* ' 1/
„ �E F Printed
MAL
License lNumbSamantha C.Gybill,PE
er of PE or Licen eraNumber or Title of Other . License Prmted/Tylmed ame:
e Number of PE or License Number or Title of
N
Other
Person in Responsible Charge of Designing Project:* Person in Responsible Charge of Designing Project:*
81326
9 ina Design Report ort for Which Responsible: [111111-1
Preliminary Design p for Which Responsible
_...— 1 rY gn p P
Civil Design* nsfble Portion of Prehmuii designed under Portion of Prelim Report
Except as noted in paragraphs 62 555.520(3)(a)and(b), F.A.C.,projects shall be des g responsible charge of one or
more PEs licensed in Florida. If this project is being designed under the responsible charge of one or more PEs licensed in
Florida, Part II of this notice shall be completed, signed, sealed, and dated by the PE(s)in responsible charge. If this project is not
being designed under the responsible charge of one or more PEs licensed in Florida, Part II shall be completed, signed, and dated
by the person(s)in responsible charge of designing this project.
DEP Form 62555.900(7)Altemate Page 6
Effective August 28,2003
(Updated September 8,2015)
NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN
13 EXTENSIONS FOR PWSs
Pro"jectName� ��.P'....�. �. ..—.. �_.. Pernvttee. lag �..�
eadt Rd Watemiam Re lacement
...'-° .. ....... ......�.... .. •Vil a ol'r uesta
_,,........ _. ___. ..e..._.�.....�,.... ._..
A. Certification�byPenmttee
I am duly authorized to sign this notice on behalf of the permittee identified in Part I.F of this notice. I certify that,to the best of
my knowledge and belief,this project complies with Chapter 62-555,F.A.C. I also certify that construction of this project has not
begun yet and that,to the best of my knowledge and belief,this project does not include any of the following construction work:
• construction of water mains conveying raw or partially treated drinking water,
• construction of drinking water treatment,pumping,or storage facilities or conflict manholes;
• construction of water mains in areas contaminated by low-molecular-weight petroleum products or organic solvents;
• construction of an interconnection between previously separate public water systems or construction of water mains that create
a"new system"as described under subsection 62-555.525(1),F.A.C.;or
• construction of water mains that will remain dry following completion of construction.
(A specific construction permit is required for each project involving any of the above listed construction work.)
I understand that,if this project is designed under the responsible charge of one or more professional engineers(PEs)licensed in
Florida,the permittee must retain a Florida-licensed PE to take responsible charge of inspecting construction of this project for the
purpose of determining in general if the construction proceeds in compliance with the Department of Environmental Protection
construction permit,including the approved preliminary design report,for this project. I understand that the permittee must have
complete record drawings prepared for this project. I also understand that the permittee must submit a certification of construction
completion to the Department and obtain written approval,or clearance,from the Department before the permittee places this
project into operation for any purpose other than disinfection or testing for leaks.
4/10/2020 Matthew Hammond, PE Utility Director
Signature and Date Printed
or Typed Name Title
B. Certification by PWS Supplying Water to Project
I am duly authorized to sign this notice on behalf of the PWS identified in Part I.G of this notice. I certify that said PWS will
supply the water necessary to meet the design water demands for this project. As indicated below,the water treatment plant(s)to
which this project will be connected has(have)the capacity necessary to meet the design water demands for this project,and I
certify that all other PWS components affected by this project also have the capacity necessary to meet the design water demands
for this project. I certify that said PWS is in compliance with applicable planning requirements in Rule 62-555.348,F,A.C.;
applicable cross-connection control requirements in Rule 62-555.360,F.A.C.;and to the best of my knowledge and belief,all other
applicable rules in Chapters 62-550,62-555,and 62-699,F.A.C.;furthermore,I certify that,to the best of my knowledge and
belief,said PWS's connection to this project will not cause said PWS to be in noncompliance with Chapter 62-550 or 62-555,
F.A.C. I also certify that said PWS has reviewed the preliminary design report for this project and that said PWS considers the
connection(s)between this project and said PWS acceptable as designed.
• Name(s)of Water Treatment Plant(s)to Which this Project Will Be Connected:
Village of Tequesta Water Treatment Plant
• Total
ed
mum
ng Capacity of
,330,000
• Total Maximum Day 1Flow Day Plant(s)as Recorded on Monthly Operating Reports During Past 12 Months,gpd
11,891
sig �� 4/a.ol2o20 � � Matthew Hammond, ..�_ ..ty nd, PE Utility Director
andDate . ......-.. ..�,._....�... � ..
Printed or Typed _
Name Title
C. Certification by PWS that Will Own Project After It Is Placed into Permanent Operation
I am duly authorized to sign this notice on behalf of the PWS identified in Part LH of this notice. I certify that said PWS will own
this project after it is placed into permanent operation.i also certify that said PWS has reviewed the preliminary design report for
this project and that said PWS considers this project acceptable as designed.
10/2020 Matthew Hammond, PE Utility Director
Signature and Date Printed or Typed Name TitlemmW ITITmuWITIT min
DEP Form 62-555.900(7)Akemate Page 7
Effective August 28,2003
(updated September 8,2015)
NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN
„Pro ect Name B EXTENSIONS FOR PWSs
D. Certification by Professional Engineer(s)m Res ons Responsible Chargetteevl!ase or Tag�e�ta
- Pe ..rw_
pDesigning Project*
. ..� .. _
I,the undersigned professional engineer licensed in Florida,am in responsible charge of designing this project. I certify that,to the
best of my knowledge and belief,the design of this project complies with Chapter 62-555,F.A.C. I also certify that,to the best of
my knowledge and belief,this project is not being designed to include any of the following construction work:
• construction of water mains conveying raw or partially treated drinking water;
• construction of drinking water treatment,pumping,or storage facilities or conflict manholes;
• construction of water mains in areas contaminated by low-molecular-weight petroleum products or organic solvents;
• construction of an interconnection between previously separate public water systems or construction of water mains that create
a"new system"as described under subsection 62-555.525(1),F.A.C.;or
• construction of water mains that will remain dry following completion of construction.
Signature, listed construction work.)
Signature,specific
Sealt anctio_ e srequired! _ _e above
.
` IN for each l�ro�ectminvolvmg any of the . � n
> '���� ELLp Seal,and Date: _..
No. 51326
YE F
N,
_Prmted/T 1,ed Name Samantha C.ct�ybm PE ed/T�1. aed
License N l__ —,_..;_.
—._. Prmt
Numb
s�32s _ Responsible: Lice Name
_..
Portion off PreliminaryDesignReport for Which Res License Number
Civil Design p on ofPrehminary Design Report Which Responsible:
).( f.. P j p e
* or more professional engineers(PEs)licensed g
Except�noted anparagraphs 62 555.520 3 an Florida. I t s ro ect as being designed under the rese designed under the sortstblel chair e o on
P
P g of one
or more PEs licensed in Florida, Part IHD of this notice shall be completed by the PE(s)in responsible charge. If this project
is not being designed under the responsible charge of one or more PEs licensed in Florida, Part III.D does not have to be
completed
DEp Form 62555.900(7)Altemate Page 8
Effective August 28,2003
(Updated September 8,2015)
APPENDIX B - PERMIT APPLICATIONS
DQPart
o. S NOTICE OF INTENT
14 TO USE THE GENERIC PERMIT
FOR DISCHARGE OF GROUND WATER
. FROM DEWATERING OPERATIONS
-.
°'")?,,tat 9101 (subsection 62-621.300(2), F.A.C.)
PART I INSTRUCTIONS
A. Will dewatering operations be performed as part of construction activities?
❑ NO Continue completing this form.
❑ YES You may elect to obtain coverage under the Generic Permit for Stormwater Discharge
from Large and Small Construction Activities (CGP), DEP Form 62-621.300(4)(b),which will
cover both the construction and dewatering operations.
B. This Notice of Intent(NOI)form shall be completed and submitted to the industrial wastewater
program at the local DEP office as part of the request for coverage under the Generic Permit for
Discharge of Ground Water from Dewatering Operations subsection 62-621.300(2)(a), F.A.C., at
least 14 days prior to planned commencement of discharge. For the purposes of this generic permit,
`dewatering operations' means temporarily lowering the water table by draining or pumping of
ground water from activities such as excavations, building foundations, vaults, trenches and
aquifer performance tests for exploratory purposes. Applicants should be familiar with the rule,
generic permit document and instructions before completing this NOI form. Attach additional
information on separate sheets as necessary.
1. Submit this completed form and supporting documentation and the $100.00 application fee
to the industrial wastewater program at the local DEP office. Electronic submittal is
preferred and may be available at http://www.dep.state.fl.us/water/wastewater/iw/iw-
forms.htm. To locate a local DEP office, go to:
http://www.dep.state.fl.us/secretary/dist/default.htm.
2. Checks should be payable to the Florida Department of Environmental Protection. DEP will
not process this form without the appropriate fee.
3. If an item is not applicable to your project, indicate "NA" in the appropriate space provided.
PART II DEWATERING INFORMATION:
A. Is the project site currently identified as contaminated, or is there a site within 500 feet of the
dewatering project identified as contaminated, by a DEP or EPA cleanup/restoration program?
You may use the Quick Links to DEP's Contamination Locator Map (CLM) and DEP's
Institutional Controls Registry (ICR) Web Viewer to determine cleanup restoration status. You
may access the CLM at: http://webapps.dep.state.fl.us/DepCInup/welcome.do, or
http://ca.dep.state.fl.us/mapdirect/?focus=contamlocator. The ICR may be accessed at:
http://www.dep.state.fl.us/waste/categories/brownfields/pages/ICR.htm, or
http://ca.dep.state.fl.us/mapdirect/?focus=icr
❑ YES Continue to B.
❑NO Continue to D.
Page 1 of 3
DEP Foam 62-621.300(2)(b)incorporated in subsection 62-621.300(2),F.A.C.
Effective 02/2015
B. Has the site been remediated?
❑ YES Continue to D.
❑ NO Continue to C.
C. Are the pollutants of concern (i.e. contamination)present in groundwater at the dewatering
project site at concentrations equal to or exceeding the surface water criteria in Rule 62-302.530?
❑ YES Dewatering operations do not qualify for coverage under this generic permit. However,
the site may qualify for coverage under Rule 62-621.300(1), F.A.C., or under an individual
wastewater permit on the appropriate form listed in Rule 62-620.910, F.A.C.
❑NO Continue to D.
D. Have Best Management Practices (BMPs)for this generic permit been developed or addressed
in an existing BMP plan in accordance to the requirements of this generic permit. BMPs must be
implemented upon commencement of the discharge
❑ YES Continue to Part III.
❑NO Your application cannot be processed until this item is complete.
NOTE: Chemical treatment is allowed as described in the Best Management Practices of the
Generic Permit. However, sites that use cationic treatment chemicals are not eligible for coverage
under Generic Permit for Discharge of Ground Water from Dewatering Operations unless
concurrence from the applicable local DEP office is obtained in advance of the submittal of this
NOL Appropriate controls and implementation procedures designed to ensure that the use of
cationic treatment chemicals will not cause or contribute to a violation of water quality standards
shall be included in the site specific BMPs.
PART III DISCHARGE INFORMATION:
A. Please identify receiving surface water body.
PART IV SITE INFORMATION
A. COVERAGE STATUS:
1. Is this application for new coverage or for renewal of coverage New ❑ Renewal ❑
under the generic permit?
2. If this application is for renewal of coverage under the generic FLG No:
permit, provide the FLG No.
B. NAME OF SITE:
Site Name:
Page 2 of 3
DEP Foam 62-621.300(2)(b)incorporated in subsection 62-621.300(2),F.A.C.
Effective 02/2015
C. PERMITTEE INFORMATION:
1. Name: 2. Title (Owner, Operator, Contractor, etc.):
3. Phone No.: ( ) - T4- Fax No.: ( ) -
4. Email Address:
5. Street or P. O. Box:
6. City or Town: 7. State: 8. Zip Code:
D. SITE LOCATION INFORMATION:
1. Street, Route or Other Specific Identifier:
2. County:
3. City or Town: 4. State: 5. Zip Code:
6. Latitude: 07. Longitude: °
8. If records required in accordance with Part V. of DEP Document 62-621.300(2)(a), are kept
off-site,please provide the physical address of site where records will be kept. Note: location
must be accessible for inspection of records by the Department.
PART V CERTIFICATIONS
A. OWNER OR OPERATOR'
I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of the
person or persons who manage the system, or those persons directly responsible for gathering
the information, the information submitted is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false
information, including the possibility of fine and imprisonment for knowing violations.
Name & Official Title (type or print) Signature
Telephone No. Date signed
Email Address
'Signatory requirements are contained in Rule 62-620.305,F.A.C.
Page 3 of 3
DEP Foam 62-621.300(2)(b)incorporated in subsection 62-621.300(2),F.A.C.
Effective 02/2015
Ex. B
SCHEDULE OF BID PRICES
Project No.:WUD 19-040
Project Name:2019 PipelineContinuing Construction Contract
Beach Road Water Main Replacement Project No.040097024 DRAT'T Johnson-Davis,Inc.
Village of Tequesta Piggyback Contract 6/25120 604 Hillbrath Dr.,
Lantana,FL 33462
6ID ITEM No. BID ITEM(Furnish and Install with Appurtenances) UNIT QUANTITY UNIT PRICE TOTAL
7 8"PVC Push-On Joint Water Main/Reclaimed Water Main/Wastewater Force Main LF 168 $ 30.00 $ 5,040.00
10 10"PVC Push-On Joint Water Main//Reclaimed Water Main/Wastewater Force Main LF 3208 j $ 35.00 $ 112,280.00
23 Ductile Iron Fittings for Water Main/Reclaimed Water Main Tons 1.2320 $ 5,000.00 $ 6,160.00
42 8"Mechanical Joint Restraint for PVC Each 28 $ 280.00 $ 7,840.00
43 10"Mechanical Joint Restraint for PVC Each 56 $ 325.00 $ 18,200.00
55 10"PVC Pressure Pipe Restraint Harness Each 20 $ 225.00 $ 4,500.00
66 8"Gate Valve&Valve Box Each 6 $ 1,500.00 $ 9,000.00
126 Fire Hydrant Assembly with Captivator Caps,6"Gate Valve&Anchor Tee Assembly&10-ft of 6"R.J.DIP Each 3 $ 6,000.00 $ 18,000.00
129 Sample Points W/Double Strap Saddle&Corp.Stop Each 4 $ 500.00 $ 2,000.00
132 2"Blow off Piping Assembly with Box Each 2 $ 1,000.00 $ 2,000.00
145 Long Single 5/8"Meter Service(1-1/2"Polyethylene with 3"Casing up to 40'long) Each 4 $ 1,800.00 $ 7,200.00
153 8"DIP X AC Pipe Adapter Each 4 $ 3,500.00 $ 14,000.00
157 8"Asbestos Pipe Removal/Abatement LF 400 $ 15.00 $ 6,000.00
159 4"to 12"Diameter Connection to Existing Water Main/Reclaimed Water Main or Force Main(Joint Restraint Each 4 $ 3,000.00 $ 12,000.00
163 Grouting/Deactivation of Existing 8"Pipe LF 2,785 $ 10.00 $ 27,850.00
166 Milling of Asphalt SY 740 $ 15.00 $ 11,100.00
167 Asphalt Overlay Tons 41 $ 200.00 $ 8,200.00
168 Asphalt Roadway Removal and Restoration(2.5"thick) SY 75 $ 50.00 $ 3,750.00
180 Floratam Sod SY 295 $ 6.00 $ 1,770.00
181 Bahia Sod SY 93 $ 5.00 $ 465.00
184 Record Drawing LF 3,500 $ 2.50 $ 8,750.00
185 Construction Survey LF 3,500 $ 2.50 $ 8,750.00
186 Preconstruction Video Taping LF 3,800 $ 1.00 $ 3,800.00
190 Maintenance of FDOT Roadway LF 4,000 $ 4.00 $ 16,000.00
191 Density Tests Each 120 $ 40.00 $ 4,800.00
192 Proctor Tests Each 2 $ 100.00 $ 200.00
200 Remove&Replace Signs Each 2 $ 150.00 $ 300.00
231 Silt Fence LF 3,500 $ 1.00 $ 3,500.00
238 8"Single Line Stop(for PVC/DIP/CIP/AC) Each 1 $ 8,500.00 $ 8,500.00
(A)SUBTOTAL BASE BID(Bid Items 1-240) $ 331,955.00
241 Additional Work not inculuded in Bid Items(15%of Subtotal Bid Price(A) LSU 1 $ 56,200.00
242 Mobilization(2.5%of Subtotal Bid Price(A) LSU 1 $ 8,298.88
243 Demobilization(1%of Subtotal Bid Price(A) LSU 1 $ 3,319.55
244 Contingency 5% LSU 1 $ 19,408.00
(B)SUBTOTAL ADDITIONAL WORK BID PRICE(Bid Items 241-243) $ 87,226.43
TOTAL BID PRICE(A+B) $ 419,181.43
241A 10"Gate Valve&Valve Box Each 5 $ 1,900.00 $ 9,500.00
241B Drainage Conflicts(Including Dewatering) Each 5 $ 2,600.00 $ 13,000.00
241C Remove Existing Fire Hydrant Each 3 $ 500.00 $ 1,500.00
241E Gravel Parking Area SY 900 $ 30.00 $ 27,000.00
241G Relocate Existing VOT Sampling Point Each 1 $ 1,100.00 $ 1,100.00
241H Remove and Replace Gravel Walk SY 4 $ 150.00 $ 600.00
2411 HDD for Water Service I Each 1 1 1 $ 3,500.001 $ 3,500.00
(B)TOTAL BID PRICE ADDITIONAL WORK NOT INCLUDED IN BID ITEMS(Bid Item 241) $ 56,200.00
1 OF i PBCWUD 19-040 6/25/2020
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