#10-5198 (Haskins, Inc.)
Colter County
- ~ '-
Adminiillrali\.e Services Division
Purchasing
Lely Area Stormwater Improvement Project (LASIP)
1) Lely Main Canal
2) Lely Manor Canal West Outfall (North & South Sections)
COLLIER COUNTY BID NO. 10-5198
COLLIER COUNTY, FLORIDA
Design Professional:
Agnoli, Barber & Brundage (AB&B)/RWA
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PJI'chasing Departrn::m' 33m TamiiJmi Trail East. Naples, Florida 34112, 1f.'\Nw.co!liergovfl€'t'piJrchJsing
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TABLE OF CONTENTS
A.
PUBLIC NOTICE/LEGAL ADVERTISEMENT (PAGE 1 ONLY)
INSTRUCTIONS TO BIDDERS
B.
C.
BID, BID SCHEDULE AND OTHER DOCUMENTS
AGREEMENT
D.
E.
AGREEMENT EXHIBITS
EXHIBIT A: Performance and Payment Bond Forms
EXHIBIT B: Insurance Requirement Form
EXHIBIT C: Release and Affidavit Form
EXHIBIT D: Contractor Application for Payment Form
EXHIBIT E: Change Order Form
EXHIBIT F: Certificate of Substantial Completion Form
EXHIBIT G: Final Payment Checklist
EXHIBIT H: General Terms and Conditions
EXHIBIT I: Supplemental Terms and Conditions
EXHIBIT J: Technical Specifications
EXHIBIT K: Permits
EXHIBIT L: Standard Details (if applicable)
EXHIBIT M: Plans and Specifications prepared by AB&B/RWA
and identified as follows: Lely Area Stormwater Improvement
Project (LASIP) 1) Lely Main Canal 2) Lely Manor Canal West
Outfall (North & South Sections)
as shown on Plan Sheets 1 through 130.
EXHIBIT N: Contractor's List of Key Personnel
Colt,. County
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Adrriniillrali\.e Servio3S DMsion-
Purch!lSing
PUBLIC NOTICE
INVITATION TO BID
Lely Area Stormwater Improvement Project (LASIP)
1) Lely Main Canal
2) Lely Manor Canal West Outfall (North & South Sections)
COUNTY BID NO. 10-5198
Separate sealed bids for the construction of Lely Area Stormwater Improvement
Project (LASIP) 1) Lely Main Canal 2) Lely Manor Canal West Outfall (North &
South Sections), addressed to Mr. Steve Carnell, Purchasing Director, will be received
at the Collier County Government Complex, 3301 Tamiami Trail East, Purchasing
Building, Purchasing Department, Naples, Florida 34112, until 2:30 P.M. LOCAL TIME,
on the 19th day of January 2010, at which time all bids will be publicly opened and
read aloud. Any bids received after the time and date specified will not be accepted and
shall be returned unopened to the Bidder.
A non-mandatory pre-bid conference shall be held at the Purchasing Department,
Conference Room A, Purchasing Building "G" at 3:30 p.m. LOCAL TIME on the 6th
day of January 2010, at which time all prospective Bidders may have questions
answered regarding the Bidding Documents for this Project.
Sealed envelopes containing bids shall be marked or endorsed "Bid for Collier County
Government, Collier County, Lely Area Stormwater Improvement Project (LASIP)
1) Lely Main Canal 2) Lely Manor Canal West Outfall (North & South Sections),
Bid No. 10-5198 and Bid Date of January 19,2010. No bid shall be considered unless it
is made on an unaltered Bid form which is included in the Bidding Documents. The Bid
Schedule (GC-P-1 through 13, GC-CA-B3) shall be removed from the Bidding
Documents prior to submittal.
One contract will be awarded for all Work. Bidding Documents may be examined on the
Collier County Purchasing Department E-Procurement website: www.collierQov.netlbid.
Copies of the Bidding Documents may be obtained only from the denoted website.
Bidding Documents obtained from sources other than the Collier County Purchasing
Department website may not be accurate or current.
Each bid shall be accompanied by a certified or cashiers check or a Bid Bond in an
amount not less than five percent (5%) of the total Bid to be retained as liquidated
damages in the event the Successful Bidder fails to execute the Agreement and file the
required bonds and insurance within fifteen (15) calendar days after the receipt of the
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Notice of Award. The Successful Bidder acknowledges and agrees that it shall execute
the Agreement in the form attached hereto and incorporated herein.
The Successful Bidder shall be required to furnish the necessary Payment and
Performance Bonds, as prescribed in the General Conditions of the Contract
Documents. All Bid Bonds, Payment and Performance Bonds, Insurance Contracts and
Certificates of Insurance shall be either executed by or countersigned by a licensed
resident agent of the surety or insurance company having its place of business in the
State of Florida. Further, the said surety or insurance company shall be duly licensed
and qualified to do business in the State of Florida. Attorneys-in-fact that sign Bid
Bonds or Payment and Performance Bonds must file with each bond a certified and
effective dated copy of their Power of Attorney.
In order to perform public work, the Successful Bidder shall, as applicable, hold or
obtain such contractor's and business licenses, certifications and registrations as
required by State statutes and County ordinances. Before a contract will be awarded
for the Work contemplated herein, the Owner shall conduct such investigations as it
deems necessary to determine the performance record and ability of the apparent low
Bidder to perform the size and type of work specified in the Bidding Documents. Upon
request, the Bidder shall submit such information as deemed necessary by the Owner
to evaluate the Bidder's qualifications.
The Successful Bidder shall be required to finally complete all Work within the calendar
days listed below from and after the Commencement Date specified in the Notice to
Proceed.
Project Substantial Completion (Days) Final Completion (Days)
1 \ Lelv Main Canal 180 30-Tota1210
2) Lely Manor Canal West Outfall 150 3D-Total 180
(North Senment\
3) Lely Manor Canal West Outfall 150 30 - Total 180
(South Seome~ti
The Owner reserves the right to reject all Bids or any Bid not conforming to the intent
and purpose of the Bidding Documents, and to postpone the award of the contract for a
period of time which, however, shall not extend beyond one hundred twenty (120) days
from the bid opening date without the consent of the Successful Bidder.
Dated this 18th day of December 2009.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY: /s/ Stephen Y. Carnell, C.P.M.
Purchasing and General Services Director
GC-PN-2
PART B - INSTRUCTIONS TO BIDDERS
Section 1. Definitions
1.1 The term "Owner" used herein refers to the Board of County Commissioners, or
its duly authorized representative.
1.2 The term "Project Manager" used herein refers to the Owner's duly authorized
representative and shall mean the Division Administrator or Department Director, as
applicable, acting directly or through duly authorized representatives.
1.3 The term "Design Professional" refers to the licensed professional engineer or
architect who is in privity with the Owner for the purpose of designing and/or monitoring
the construction of the project. At the Owner's discretion, any or all duties of the Design
Professional referenced in the Contract Documents may be assumed at any time by the
Project Manager on behalf of the Owner. Conversely, at the Owner's discretion the
Project Manager may formally assign any of his/her duties specified in the Contract
Documents to the Design Professional.
1.4 The term "Bidder" used herein means one who submits a bid directly to the
Owner in response to this solicitation.
1.5 The term "Successful Bidder" means the lowest qualified, responsible and
responsive Bidder who is awarded the contract by the Board of County Commissioners,
on the basis of the Owner's evaluation.
1.6 The term "Bidding Documents" includes the Legal Advertisement, these
Instructions to Bidders, the Bid Schedule and the Contract Documents as defined in the
Agreement.
1.7 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding
Documents, properly signed, providing the Owner a proposed cost for providing the
services required in the Bidding Documents.
Section 2. Preparation of Bids
2.1 The Bids must be submitted on the standard form herein furnished by the Owner
(pages GC-P-1 to GC-P-15 as bound in these Bidding Documents). By submitting a Bid,
Bidder acknowledges and agrees that it shall execute the Agreement in the form
attached hereto and incorporated herein. The Bidder shall complete the Bid in ink or by
typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk/CD shall be
accompanied by a hard copy of the completed Bid Schedule which shall be signed and
dated by the Bidder. The Bid may be rejected if it contains any omission, alteration of
form, conditional bid or irregularities of any kind. Bids must be submitted in sealed
envelopes, marked with the Bid Number, Project Name and Bid opening Date and Time,
and shall be addressed to the Collier County Purchasing Department, Purchasing
Building, Collier County Government Complex, 3301 Tamiami Trail, East, Naples,
Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be
enclosed in another sealed envelope addressed as above. Bids received at the
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location specified herein after the time specified for bid opening will be returned to the
bidder unopened and shall not be considered.
Section 3. Bid Deposit Reauirements
3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same
shall be accompanied by a cashiers check, a cash bond posted with the County Clerk, a
certified check payable to Owner on some bank or trust company located in the State
of Florida insured by the Federal Deposit Insurance Corporation, or Bid Bond, in an
amount not less than 5% of the bidder's maximum possible award (base bid plus all
add alternates) (collectively referred to herein as the "Bid Deposit"). The Bid Deposit
shall be retained by Owner as liquidated damages if the Successful Bidder fails to
execute and deliver to Owner the unaltered Agreement, or fails to deliver the required
Performance and Payment Bonds or Certificates of Insurance, all within ten (10)
calendar days after receipt of the Notice of Award. Bid Bonds shall be executed by a
corporate surety licensed under the laws of the State of Florida to execute such bonds,
with conditions that the surety will, upon demand, forthwith make payment to Owner
upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held until the
Agreement has been executed by the Successful Bidder and same has been delivered
to Owner together with the required bonds and insurance, after which all three (3) Bid
Deposits shall be returned to the respective Bidders. All other Bid Deposits shall be
released within ten (10) working days of the Bid Opening. No Bid including alternates,
shall be withdrawn within one hundred and twenty (120) days after the public opening
thereof. If a Bid is not accepted within said time period it shall be deemed rejected and
the Bid Deposit shall be returned to Bidder. In the event that the Owner awards the
contract prior to the expiration of the 120 day period without selecting any or all
alternates, the Owner shall retain the right to subsequently award to the Successful
Bidder said alternates at a later time but no later than 120 days from opening, unless
otherwise agreed by the Purchasing Director and the Successful Bidder.
3.2 The Successful Bidder shall execute five (5) copies of the Agreement in the form
attached and deliver same to Owner within the time period noted above. The Owner
shall execute all copies and return one fully executed copy of the Agreement to
Successful Bidder within thirty (30) working days after receipt of the executed
Agreement from Successful Bidder unless any governmental agency having funding
control over the Project requires additional time, in which event the Owner shall have
such additional time to execute the Agreement as may be reasonably necessary.
Section 4. Riaht to Reiect Bids
4.1 The Owner reserves the right to reject any and all Bids or to waive informalities
and negotiate with the apparent lowest, qualified Bidder to such extent as may be
necessary for budgetary reasons.
Section 5. Sianina of Bids
5.1 Bids submitted by a corporation must be executed in the corporate name by the
president, a vice president, or duly authorized representative. The corporate address
and state of incorporation must be shown below the signature.
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5.2 Bids by a partnership must be executed in the partnership name and signed by a
general partner whose title must appear under the signature and the official address of
the partnership must be shown below said signature.
5.3 If Bidder is an individual, his or her signature shall be inscribed.
5.4 If signature is by an agent or other than an officer of corporation or general
partner of partnership, a properly notarized power of attorney must be submitted with
the Bid.
5.5 All Bids shall have names typed or printed below all signatures.
5.6 All Bids shall state the Bidder's contractor license number.
5.7 Failure to follow the provisions of this section shall be grounds for rejecting the
Bid as irregular or unauthorized.
Section 6. Withdrawal of Bids
Any Bid may be withdrawn at any time prior to the hour fixed in the Legal Advertisement
for the opening of Bids, provided that the withdrawal is requested in writing, properly
executed by the Bidder and received by Owner prior to Bid Opening. The withdrawal of
a Bid will not prejudice the right of a Bidder to file a new Bid prior to the time specified
for Bid opening.
Section 7. Late Bids
No Bid shall be accepted that fails to be submitted prior to the time specified in the
Legal Advertisement.
Section 8. Interpretation of Contract Documents
8.1 No interpretation of the meaning of the plans, specifications or other Bidding
Documents shall be made to a Bidder orally. Any such oral or other interpretations or
clarifications shall be without legal effect. All requests for interpretations or clarifications
shall be in writing, addressed to the Purchasing Department, to be given consideration.
All such requests for interpretations or clarification must be received at least ten (10)
calendar days prior to the Bid opening date. Any and all such interpretations and
supplemental instructions shall be in the form of written addendum which, if issued,
shall be sent by mail or fax to all known Bidders at their respective addresses furnished
for such purposes no later than three (3) working days prior to the date fixed for the
opening of Bids. Such written addenda shall be binding on Bidder and shall become a
part of the Bidding Documents.
8.2 It shall be the responsibility of each Bidder to ascertain, prior to submitting its Bid
that it has received all addenda issued and it shall acknowledge same in its Bid.
8.3 As noted in the Legal Advertisement, attendance by all bidders at the Pre-Bid
Conference is non-mandatory.
GC-IB-3
Section 9. Examination of Site and Contract Documents
9.1 By executing and submitting its Bid, each Bidder certifies that it has:
a. Examined all Bidding Documents thoroughly;
b. Visited the site to become familiar with local conditions that may in any manner
affect performance of the Work;
c. Become familiar with all federal, state and local laws, ordinances, rules, and
regulations affecting performance of the Work; and
d. Correlated all of its observations with the requirements of Bidding documents.
No plea of ignorance of conditions or difficulties that may exist or conditions or
difficulties that may be encountered in the execution of the Work pursuant to these
Bidding Documents as a result of failure to make the necessary examinations and
investigations shall be accepted as an excuse for any failure or omission on the part of
the Successful Bidder, nor shall they be accepted as a basis for any claims whatsoever
for extra compensation or for an extension of time.
9.2 The Owner will make copies of surveys and reports performed in conjunction with
this Project available to any Bidder requesting them at cost; provided, however, the
Owner does not warrant or represent to any Bidder either the completeness or accuracy
of any such surveys and reports. Before submitting its Bid, each Bidder shall, at its own
expense, make such additional surveys and investigations as may be necessary to
determine its Bid price for the performance of the Work within the terms of the Bidding
Documents. This provision shall be subject to Section 2.3 of the General Conditions to
the Agreement.
Section 10. Material Reauirements
It is the intention of these Bidding Documents to identify standard materials. When
space is provided on the Bid Schedule, Bidders shall specify the materials which they
propose to use in the Project. The Owner may declare any Bid non-responsive or
irregular if such materials are not specifically named by Bidder.
Section 11. Bid Quantities
11.1 Quantities given in the Bid Schedule, while estimated from the best information
available, are approximate only. Payment for unit price items shall be based on the
actual number of units installed for the Work. Bids shall be compared on the basis of
number of units stated in the Bid Schedule as set forth in the Bidding Documents. Said
unit prices shall be multiplied by the bid quantities for the total Bid price. Any Bid not
conforming to this requirement may be rejected. Special attention to all Bidders is
called to this provision, because if conditions make it necessary or prudent to revise the
unit quantities, the unit prices will be fixed for such increased or decreased quantities.
Compensation for such additive or subtractive changes in the quantities shall be limited
to the unit prices in the Bid. Subsequent to the issuance of a notice to proceed, the
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Project Manager and the Successful Bidder shall have the discretion to re-negotiate any
unit price(s) where the actual quantity varies by more than 25% from the estimate at the
time of bid.
Section 12. Award of Contract
12.1 Any prospective bidder who desires to protest any aspect(s) or provision(s) of the
bid invitation (including the form of the bid documents or bid procedures) shall file their
protest with the Purchasing Director prior to the time of the bid opening strictly in
accordance with Owner's then current Purchasing Policy.
12.2 Statement of Award: The Award of Contract shall be issued to the lowest,
responsive and qualified Bidder determined by the base bid, and any, or all, selected
alternates, and the Owner's investigations of the Bidder. In determining the lowest,
responsive and qualified bidder, the Owner shall consider the capability of the Bidder to
perform the contract in a timely and responsible manner. When the contract is awarded
by Owner, such award shall be evidenced by a written Notice of Award, signed by a
Purchasing Agent of the Owner's Purchasing Department or his or her designee and
delivered to the intended awardee or mailed to awardee at the business address shown
in the Bid. Because of the need to complete these projects in a short timeframe.
separate contracts mav be awarded to two vendors for the followinq: 1) Lelv Main
Canal and 2) Lelv Manor Canal Outfall (North and South Sections). The County will
have the option of awardinq all projects to one contractor if it is in the best interest of the
County. Bidders must submit pricing on all three sites to be considered for award.
Local Vendor Preference: The Collier County Board of County Commissioners has
adopted a Local Preference "Right to Match" policy to enhance the opportunities of local
businesses to receive awards of Collier County contracts.
A "local business" is defined as a business that has a valid occupational license issued
by either Collier or Lee County for a minimum of one (1) year prior to a Collier County
bid or proposal submission that authorizes the business to provide the commodities or
services to be purchased, and a physical business address located within the limits of
Collier or Lee Counties from which the vendor operates or performs business. Post
Office Boxes are not verifiable and shall not be used for the purpose of establishing said
physical address. In addition to the foregoing, a vendor shall not be considered a "local
business" unless it contributes to the economic development and well-being of either
Collier or Lee County in a verifiable and measurable way. This may include, but not be
limited to, the retention and expansion of employment opportunities, the support and
increase to either Collier or Lee County's tax base, and residency of employees and
principals of the business within Collier or Lee County. Vendors shall affirm in writing
their compliance with the foregoing at the time of submitting their bid or proposal to be
eligible for consideration as a "local business" under this section.
When a qualified and responsive, non-local business submits the lowest price bid, and
the bid submitted by one or more qualified and responsive local businesses is within ten
percent (10%) of the price submitted by the non-local business, then the local business
with the apparent lowest bid offer (i.e. the lowest local bidder) shall have the opportunity
GC-IB-5
to submit, an offer to match the price(s) offered by the overall lowest, qualified and
responsive bidder. In such instances, staff shall first verify if the lowest non-local bidder
and the lowest local bidder are in fact qualified and responsive bidders. Next, the
Purchasing Department shall determine if the lowest local bidder meets the
requirements of Section 287.087 F.S.
If the lowest local bidder meets the requirements of 287.087, F.S., the Purchasing
Department shall invite the lowest local bidder to submit a matching offer to the
Purchasing Department which shall be submitted within five (5) business days
thereafter. If the lowest local bidder submits an offer that fully matches the lowest bid
from the lowest non-local bidder tendered previously, then award shall be made to the
local bidder. If the lowest local bidder declines or is unable to match the lowest non
local bid price(s), then award will be made to the lowest overall qualified and responsive
bidder. If the lowest local bidder does not meet the requirement of Section 287.087 F.S.
and the lowest non-local bidder does, award will be made to the bidder that meets the
requirements of the reference state law.
Bidder must complete and submit with their bid response the Affidavit for Claiming
Status as a Local Business which is included as part of this solicitation. Failure on the
part of a Bidder to submit this Affidavit with their bid response will preclude said
Bidder from being considered for local preference on this solicitation. A Bidder
who misrepresents the Local Preference status of its firm in a bid submitted to the
County will lose the privilege to claim Local Preference status for a period of up to one
year.
The County may, as it deems necessary, conduct discussions with responsible bidders
determined to be in contention for being selected for award for the purpose of
clarification to assure full understanding of, and responsiveness to solicitation
requirements.
12.3 For Bidders who may wish to receive copies of Bids after the Bid opening, The
Owner reserves the right to recover all costs associated with the printing and distribution
of such copies.
12.4 Certificate of Authoritv to Conduct Business in the State of Florida (FS 607.1501)
In order to be considered for award, firms submitting a response to this solicitation shall
be required to provide a certificate of authority from the Florida Department of State
Divisions of Corporations in accordance with the requirements of Florida Statute
607.1501 (www.sunbiz.orq/search.html). A copy of the document shall be submitted
with the solicitation response and the document number shall be identified. Firms who
do not provide the certificate of authority at the time of response shall be required to
provide same within five (5) days upon notification of selection for award. If the firm
cannot provide the document within the referenced timeframe, the County reserves the
right to award to another firm.
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Section 13. Sales Tax
13.1 The Successful Bidder acknowledges and agrees that Owner may utilize a sales
tax savings program and the Successful Bidder agrees to fully comply, at no additional
cost to Owner, with such sales tax savings program implemented by the Owner as set
forth in the Agreement and in accordance with Owner's policies and procedures.
Section 14. Exclusion of County Permits in Bid Prices
14.1 To ensure compliance with Section 218.80, F.S., otherwise known as "The Public
Bid Disclosure Act", Collier County will pay for all Collier County permits and fees
applicable to the Project, including license fees, permit fees, impact fees or inspection
fees applicable to this Work through an internal budget transfer(s). Hence, bidders shall
not include these permit/fee amounts in their bid offer. However, the Successful Bidder
shall retain the responsibility to initiate and complete all necessary and appropriate
actions to obtain the required permits other than payment for the items identified in this
section.
14.2 The Successful Bidder shall be responsible for procuring and paying for all
necessary permits not issued by Collier County pursuant to the prosecution of the work.
Section 15. Use of Subcontractors
15.1 To ensure the Work contemplated by the Contract Documents is performed in a
professional and timely manner, all Subcontractors performing any portion of the work
on this Project shall be "qualified" as defined in Collier County Ordinance 87-25,
meaning a person or entity that has the capability in all respects to perform fully the
Agreement requirements and has the integrity and reliability to assure good faith
performance. A Subcontractor's disqualification from bidding by the Owner, or other
public contracting entity within the past twelve months shall be considered by the Owner
when determining whether the Subcontractors are "qualified." Bidders on any service
related project, including construction, must be qualified and directly responsible for
30% or more of the solicitation amount for said work.
15.2 The Owner may consider the past performance and capability of a Subcontractor
when evaluating the ability, capacity and skill of the Bidder and its ability to perform the
Agreement within the time required. Owner reserves the right to disqualify a Bidder who
includes Subcontractors in its bid offer which are not "qualified" or who do not meet the
legal requirements applicable to and necessitated by this Agreement.
15.3 The Owner may reject all bids proposing the use of any subcontractors who have
been disqualified from submitting bids to the Owner, disqualified or de-certified for
bidding purposes by any public contracting entity, or who has exhibited an inability to
perform through any other means.
15.4 Notwithstanding anything in the Contract Documents to the contrary, the Bidders
shall identify the subcontractor(s) it intends to use for the categories of work as set forth
in the List of Subcontracts attached hereto, said list to be submitted with its bid. Bidders
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acknowledge and agree that the subcontractors identified on the list is not a complete
list of the subcontractors to be used on the Project, but rather only the major
subcontractors for each category of Work as established by Owner. Bidders further
acknowledge that once there is an Award of Contract, the Successful Bidder shall
identify, subject to Owner's review and approval, all the subcontractors it intends to use
on the Project. Once approved by Owner, no subcontractor shall be removed or
replaced without Owner's prior written approval.
Section 16. Prohibition of Gifts
No organization or individual shall offer or give, either directly or indirectly, any favor,
gift, loan, fee, service or other item of value to any County employee, as set forth in
Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2004-05,
and County Administrative Procedure 5311. Violation of this provision may result in one
or more of the following consequences: a. Prohibition by the individual, firm, and/or any
employee of the firm from contact with County staff for a specified period of time; b.
Prohibition by the individual and/or firm from doing business with the County for a
specified period of time, including but not limited to: submitting bids, RFP, and/or
quotes; and, c. immediate termination of any contract held by the individual and/or firm
for cause.
Section 17. Public Entitv Crimes
By its submitting a Bid, Bidder acknowledges and agrees to and represents it is in
compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read
as follows:
"A person or affiliate who has been placed on the convicted vendor
list following a conviction for a public entity crime may not submit a
bid, proposal, or reply on a contract to provide any goods or services
to a public entity; may not submit a bid, proposal, or reply on a
contract with a public entity for the construction or repair of a public
building or public work; may not submit bids, proposals, or replies on
leases of real property to a public entity'; may not be awarded or
perform work as a contractor, supplier, subcontractor, or consultant
under a contract with any public entity; and may not transact
business with any public entity in excess of the threshold amount
provided in s. 287.017 for CATEGORY TWO for a period of 36
months from the date of being placed on the convicted vendor list."
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Co~CountY
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AdrrinisIralive Servioes Division
Purchasing
Email: BrendaBrilhart@colliergov.net
Telephone: (239) 252-8446
FAX: (239) 252-6697
ADDENDUM
Memorandum
Date:
January 15, 2010
From:
Brenda Brilhart, Purchasing Agent
To:
Interested Bidders
Subject:
Addendum #4 -ITS #10-5198 - "Lely Area Stormwater Improvement
Project (LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West
Outfall (North & South Sections)
The following clarifications are issued as Addendum #4 identifying the following change for
the referenced bid:
CHANGE: The Due Date for the bid has been extended until January 20, 2010.
ADD: Revised Bid Schedule for Lely Manor Canal West Outfall- South Section - bidders
must submit addendum bid schedule to be considered for award.
ADD: Specifications for As-Builts - Attached.
CHANGE: Attached are changed plan sheets for Lely Main Canal and Lely Manor West
Outfall (N).
Q: Clarify the Rip Rap/FDOT requirements.
A: Rip Rap does not have to come from an FDOT source. They rip rap can be obtained
from local sources.
Q: Will "Or Equal" substitutes be allowed for proprietary items?
A: Bid the specified product and if a substitute is suggested, provide details on a separate
sheet of a paper- if an alternative is going to be considered it must be reviewed and
accepted by the County. This will be managed post award. All bidders should be pricing
requested item.
Q: 20-week lead time for Waterman gates could make the schedule difficult.
A: Waterman currently has a 90-day lead time for producing gates once they have
received approved shop drawings. They need about 3-4 weeks to produce the shop
drawings. 90-days within the 180-days to substantial completion should allow adequate
time to complete the work. In addition, Whipps, Inc. gates have been used on another
LASIP weir control structure. Their lead time for ordering gates is less than Waterman at
approximately 8-weeks.
Q: Large Trees on the Main Canal site - will these all be removed?
A: See details in notes on plan sheet - and the awarded vendor will meet on site prior to
any plant material changes to determine which trees are to be removed.
Q: Can Box Culverts be pre-cast?
A: Yes, as stated at the Pre-bid meeting.
Q: Fabric on West site - encapsulated - one layer, is the quantities doubled to account for
this?
A: The Mirafi Filterweave (500 woven) was already doubled. Please refer to the plans. No
change for this comment. As a separate change the MCF 1212 fabric quantity has
been updated.
If you require additional information please post a question on the eBid site or contact me
(contact information above).
c: Shane Cox/Margaret Bishop, Project Manager
Enc: As Built Specifications
Bid Schedule
Plan Sheets
2lPage
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COLLIER COUNTY TRANSPORTATION SERVICES DIVISION STANDARD FOR DESIGN
AND AS-BUILT ELECTRONIC DRAWINGS
PURPOSE: To establish standards for electronic design drawings and as-built drawings for capital
improvements within County road right-of-ways that allows efficient migration ofthe data to the County's
geographic information system (GIS).
INTRODUCTION: Microstation and AutoCAD are the accepted software for electronic drawings for
design and as-built drawings because they offer statewide or national standards, including layering of
information. The intent of the layering standard is to promote consistency between drawings, and maximize
the reusability of drawing data. The effective use of layering standards also facilitates the efficient transfer of
data to shared graphical information for display, editing and plotting purposes. Layer/Level naming
conventions must be followed for approval.
1: Standards Information:
* For Microstation:
Refer to the Florida Department of Transport (FDOT) standards for Microstation standards at:
htto:/ /www.dot.state.fl.us/ecso/downloads/publi cationslCriteriaHandBookl
* For AutoCAD:
Refer to the National Cad Standards (NCS) for AutoCAD files standards at:
http;//www.nationalcadstandard.org/about.pho for latest edition and layering guidelines.
2: Requirements:
The deliverable must follow Map Projection, Horizontal and Vertical Datum requirements as below.
· Map Projection:
All projects, independent of approval date, must be submitted in the correct coordinate system - The
Projected coordinate system is NAD_1983_State Plane, Florida East FIPS 0901, US feet, Projection is
Transverse Mercator and geographic coordinate system is GCS_North_American_1983.
If any as-built is submitted in a different coordinate system, or no coordinate system, it will be rejected
and deemed as an unapproved project by the Transportation Services Division. It will require further
manipulation to meet the standards required for as-built electronic files before reaching approval and
signed off status by the Transportation Services Division.
* Horizontal Datum: D North American 1983.
* Vertical Datum: North American Vertical Datum - NA VD 88.
* Data Set Accuracy:
SpecifYing one set of numeric accuracy values is not practical for all construction methods. Therefore,
each set of drawings must specifY and attest to the accuracies being provided within the metadata.
* Data Development Applications:
Accepted software applications:
Microstation V8
AutoCAD Land Development 2004 (or higher) or AutoCAD Civil 3D 2007 (or higher).
* Data Delivery Media:
Acceptable delivery media:
CD (Compact Disk)
DVD (Digital Video Disk)
Unacceptable delivery media:
Floppy disks and Zip disks. If data is submitted using floppy or zip disks, they will be returned as
incomplete project submittals.
3: Drawing Composition:
* All AutoCAD I Microstation drawings shall be purged of empty, unused, or non-essential drawing data
prior to submittal to Collier County Transportation Services Division. This includes all unused
layers/level, linetypes, blocks, fonts and entities.
* AutoCAD I Microstation drawings shall not contain any unused frozen layers I levels. All unused entities
on frozen layers/levels should be erased, and the empty layers Ilevels purged.
* AutoCAD I Microstation drawings shall not contain multiple overlaid lines or lines with multiple
segments unless the overlaid lines or adjacent line segments are assigned to different layers.
* Survey data shall be included in the AutoCADI Microstation drawings and placed on the appropriate
layers. (Survey points must use the _ PNEZD comma delimited format).
* Survey reference points and benchmark data must be clearly labeled with their coordinate values on the
plan set.
4: Entity Properties:
To ensure the integrity of the original drawing when viewing or printing, it is essential that AutoCAD I
Microstation entities are created following these standards:
· Entity colors shall be defined by layer I level, not by entity.
· Blocks shall be defined (created) on layer I level 0 (zero).
· All attributes shall be defined on layer I level 0 (zero).
5: Model Space (for Auto CAD) / Design Models (for Microstation) and Paper Space (for Auto
CAD) /Sheet Models (for Microstation) Usage:
These guidelines are suggested for using Model Space I Design Models and Paper Space ISheet Models
effectively:
· Place title blocks, schedules and general notes at full-scale in Paper Space I Sheet Models whenever
possible.
· Label scaled viewports with the appropriate scale in Model Space I Design Models.
· Do not place or draw model-related blocks, tags and objects in Paper Space I Sheet Models.
· Draw all Model Space I Design Models objects at full scale.
· Scale objects using Paper Space I Sheet Models viewports - Zoom viewports to the appropriate scale.
6: External References - XREF's:
External References (XREF's) contained in AutoCAD drawings created outside of Collier County
Transportation Services Division can result in content discrepancies in the delivered drawing set. In
some cases XREF's may be permissible, however this arrangement must be worked out in advance with
Collier County Transportation Services Division. To ensure the integrity of the drawing set, and
minimize potential problems:
· AutoCAD drawings submitted to Collier County Transportation Services Division shall not contain any
XREF's.
· XREF's shall not be "bound" to drawings prior to delivery.
· If drawings contain XREF's, they should be inserted as blocks prior to submittal to Collier County
Transportation Services Division. Layers contained in XREF's inserted as blocks shall conform to
Collier County Transportation Services Division standards.
7: Auto CAD Drawing Support Files:
Drawings created using non-standard AutoCAD fonts, linetypes, and hatch patterns can result in content
discrepancies in the delivered drawing set. To ensure the integrity of the drawing set, and minimize
potential problems:
· Only native AutoCAD or AutoCAD Land Desktop fonts, linetypes, and hatch patterns or the CAD
Symbology provided by the National CAD Standards are allowed.
· Custom fonts, linetypes, and hatch patterns, including those provided by 3rd party software, shall not be
used.
2
* Only these TrueType fonts shall be used: Arial, Courier New, Times New Roman.
* Postscript fonts shall not be used.
8: File Transmittal:
The content of electronic drawings provided by the contractor must match the delivered original hard
copy set as closely as possible, ifnot exactly. To ensure the integrity of the electronic drawing set upon
delivery to Collier County Transportation Services Division:
* Ensure the drawings adhere to the guidelines presented in this document. Review the procedures for
preparing drawings for submittal as detailed in the preceding paragraphs.
* Include a hard copy index containing filenames and sheet numbers for each submittal. This ensures the
completeness of the drawing set and assists in archival procedures.
* Include a transmittal sheet with all submittals indicating Collier County Transportation Services Division
project number, Collier County Transportation Services Division project name (if applicable) and
complete listing of all materials submitted.
* Include AutoCAD .PC2, .PCP or .CTB plot configuration.
* Include all field survey data as indicated in Drawing Composition. Section 3 above.
* Submit hard copies of original contractor "red line" plans and specifications.
* All hard copies of civil and site plan must be sealed and signed bv a Licensed Survevor or Professional
Engineer and clearlv marked. such as "90% Design"."As-built" etc.
9: The following documentation shall be delivered to Collier County Transportation Services
Division at the following project milestones:
* Design - Schematic/Preliminary/Working Drawings Collier County Transportation Services Division
requires a complete set of Review Documents in AutoCAD on CD-ROM, in DWG format for Auto CAD
/ DGN format for Microstation and in PDF hard copy format for review of conformance to these CAD
Standards by Collier County Transportation Services Division. During the preliminary and design phases
of the project, Collier County Transportation Services Division staff that review the design may use the
DWG format, DGN format and PDF format to provide design/conceptual comments/questions.
* Pre-Construction CAD drawing files in DWG format for AutoCAD/ DGN format for Microstation, as
well as specifications in electronic (PDF) shall be submitted to the Collier County Transportation
Services Division Project Manager on CD-ROM
* Record Drawings contractors shall submit, on CD-ROM and hardcopy format, approved As-Built
Documents to Collier County Transportation Services Division at the capital project acceptance meeting.
The CD-ROM shall contain the as-built information on the project and is to include DWG format for
AutoCAD / DGN format for Microstation and PDF formats of the drawings in accordance with the
Collier County Transportation Services Division CAD Standards, as well as electronic (PDF)
specifications.
10: Digital File Index:
Each project, when submitted, must be accompanied by a project file index. The index can be submitted
in Word, Excel or WordPerfect formats. Each index should contain the following-
I. Organization/company name.
2. A contact name and position.
3. Street address.
4. City.
5. State or province.
6. Postal/Zip code.
7. Country.
8. Phone number.
9. Fax number.
10. Email address.
II. Technician's entry end date of the data/design.
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Coli:,. County
c... ~ _
AdrrinislraIive Services Division
Purchasing
Email: BrendaBrilhart@colliergov.net
Telephone: (239) 252-8446
FAX: (239) 252-6697
ADDENDUM
Memorandum
Date:
January 11, 2010
From:
Brenda Brilhart, Purchasing Agent
To:
Interested Bidders
Subject:
Addendum #3 -ITB #10-5198- "Lely Area Stormwater Improvement
Project (LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West
Outfall (North & South Sections)
The following clarifications are issued as Addendum #3 identifying the following change for
the referenced bid:
ADD: Borings Report for Lely Manor Canal West Outfall (South Section).
If you require additional information please post a question on the eBid site or contact me
(contact information above).
c: Shane Cox/Margaret Bishop, Project Manager
Enc: Report
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GEOTECHNICAL ENGINEERING
SERVICES REPORT
LEL Y MANOR OUTFALL WEST
Collier County, Florida
Allied Project No. 48-6681
Prepared for:
Mr. R Shane Cox, P.E.
Senior Project Manager
Storm .8Ier ..n.....nt DepartMent
2885 South Horseshoe Drive
Naples, Florida 34104
December 30, 2008
ALLIED ENGINEERING & TESTING, INC.
5850 Corporation Circle, Fort Myers, FL 33905
239.334.6833 1239.334.6614 Fax
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Allied Enginc,'ring
& Testing, loe.
P"I)' iding (,t<llhhrdnd ril~jiH'\'Iil\g.
\-laltyi:lls jl~llll~< CUlhlnH'tii.1l l1hiwuinn.,. :ind
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5S';::O C~JqHJratbll (:irde
Ful.t \I:,'n.. flllritl,\ J.W(f.5
(Z,'i!)} .tJ4.h~B3 f f2Yll.U4-()(,I.t F..\X
.\L\_t~~,.:\lli~lU~ll:.;ill,.:c_ring._till.ll
December 30,2008
Mr. R Shane Cox, P.E
Senior Project Manager
Storm Water Management Department
2885 Horseshoe Drive
Naples, Florida 34104
239-252-5792
239-659-5790 Fax
SUBJECT: Geotechnical Engineering Services
Lely Manor Outfall West, Collier County, Florida
Allied Project Number 48-6681
Dear Mr. Cox:
Allied Engineering and Testing, Inc. is pleased to submit this report for the geotechnical
engineering services for the above referenced project. The scope of our services was outlined
in our proposal No. 08-2138R2 dated October 8,2008. The following report presents the project
information made available to us, our observations of the existing site conditions, the
subsurface geotechnical information obtained during our exploration, and our recommendations
for geotechnical design parameters. Also induded with this report is a boring location plan and
the results of our field and laboratory testing. The assessment of the site environmental
conditions for the presence of pollutants in the soil, rock, and ground water at this site was not
included as part of our services.
We appreciate the opportunity to be of service to you. If you have any questions regarding the
information contained in this report or if we may be of further service to you do not hesitate to
reach us.
Sincerely;
GINEERlNG & TESTING, INC.
p"" J. ITL,
Florida Registration No. 59716
-'
S' arsana R Chilakala
Staff Engineer
Copies Submit/ed:
3) Addressee
__.m____"_____.___~____~,__.___"_.,._..___,._...__._ .____._..______.._______.._.,____.,___.._.,."..,,'__,.,_.___
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Lely Manor Outfall West
CL: Stonn Water Management Department
Allied Project No. 48-6681
December 30, 2008
TABLE OF CONTENTS
INTRODUCTION ............ ....................................................... ............. ......... ....... ............. Page 1
PROJECT INFORMATION ............................................................................................ Page 1
SUBSURFACE EXPLORATION ..................................................................................... Page 1
LABORATORY TESTS ................................................................................................... Page 1
Gradation Tests ................................................................................................... Page 2
SUBSURFACE GEOTECHNICAL CONDITIONS .......................................................... Page 2
GEOTECHNICAL EVALUATION .................................................................................... Page 3
Suitability of soils as Construction Fill ................................................................. Page 3
FOUNDATION RECOMMENDATIONS ........................................................................... Page 4
Spread Foundation .............................................................................................. Page 4
Sheet Pile Weir ................................................................................................... Page 4
BASIS FOR EVALUATION AND RECOMMENDATIONS ............................................... Page 4
Figure 1 - Soil Vicinity Map
Figure 2 - Soil Boring Location Plan
Figures 3 through 4 - Soil Boring Profiles
Table 1 - Summary of Laboratory Test Results
APPENDIX A
Soil Test Boring Procedures
Classification and Symbols
APPENDIX B
Gradation Tests
J:\Geotechnical Engi~ng\Oeo Project\2008 Reports\48 _ 6681..LeIy Manor CanaJ\48-.6681_ Report.wpd
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Lely Manor Outfall West
CL: Storm Water Management Department
Allied Project No. 48-6681
December 30, 2008
INTRODUCTION
Collier County Department of Storm Water Management retained Allied Engineering & Testing,
Inc. (Allied) to perform a geotechnical engineering evaluation for Lely Canal flow ways including
proposed Weir Structures on flow way. The project is located in Collier County, Florida. Refer to
Figure 1 for a site vicinity map. The purpose of the study is to evaluate subsurface soil and
groundwater conditions and to develop geotechnical related design criteria and recommendations
for the weir structure foundations and site preparation including the evaluation of the suitability of
the excavated soils for filling and compaction. The results of this study are presented in this report.
PROJECT INFORMATION
Based on the information provided by the Collier County Storm Water Management Department
and the surveyor drawings, the proposed flow way canal are approximately 3,700 feet long. One
(1) weir structure is proposed between station points 2 and 3 Boring Location B-1 on Lely Lane
flow way.
SUBSURFACE EXPLORATION
The subsurface conditions were explored by drilling four (4) Standard Penetration Test (SPT) and
four (4) Hand Auger borings. The SPT borings were drilled along the center line of the canal berm.
The borings extended to depths of about 16 feet to 24 feet from the actual ground level. The Hand
Auger Borings were drilled to a depth of about 5 feet to 6 feet. The soil borings were performed in
general accordance with the procedures described in the Appendix A. The number, depths, and
locations of the borings were designated by Collier County Department of Storm Water
Management. The Boring Location Plan (Figure 2) illustrates the approximate location of the
borings. The borings were drilled in December, 2008.
The subsurface conditions encountered at the test boring locations are illustrated on the Soil
Profiles (Figure 3 through 4).
The test boring profiles represent our interpretation of the soil conditions encountered based on
the driller's field logs and visual examination of the soil samples obtained in the laboratory by a
geotechnical engineer. The stratification lines representing the interface between various changes
in soil conditions I types are approximate. The actual transition between strata may be gradual.
LABORATORY TESTS
The laboratory tests were conducted in general accordance with ASTM specifications. The
laboratory test results are summarized on Table 1. The ASTM method number for each test and
the number of tests completed are presented in the following table.
J:\GeotechnicaJ Enginccring\Gco Projcct\2008 Reports\48 _ 6681_Lely Manor CanaI\48-668J..Report.wpd
Page 1
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Lely Manor Outfall West
CL: Stonn Water Management Department
Allied Project No. 48-6681
December 30, 2008
Test Description Number of Test ASTM Test Method
Soil Classification 48 0-2487 and 0-2488
Gradation Analysis 3 0-422
Percent Passino No. 200 Sieve 3 0-422 and 0-1140
Gradation Tests
A total of three (3) gradation tests and three (3) percent passing the No. 200 sieve size tests were
perfonned on samples obtained during the field exploration program. Material passing the No. 200
sieve is considered "fines" and will be either silt or clay. The percent passing the No. 200 sieve
ranged from 19.5 percent to 25.1 percent. The particle size distribution curves are presented in
the Appendix 8 and the test results are summarized on Table 1.
SUBSURFACE GEOTECHNICAL CONDITIONS
The subsurface soils have been grouped into 6 strata. General descriptions and depths at which
these soils were encountered are presented on the Soil Profiles.
Strata 1 Soils consists various shades of brown and gray clean fine SAND (SP) with traces of roots
and gravel. These sands are very loose to loose based on the SPT N -Values. They are
encountered from existing ground level to a depth of 8 feet in boring 8 -1, from existing ground
level to 2 feet in 8 -2, from existing ground level to 4 feet and again from 12 feet to 16 feet in B-3,
from existing ground level to 2 feel in 8 - 4, from existing ground level to entire drilled depths in
hand auger borings HA -1 to HA - 4.
Strata 2 Soils consists shades of gray lightly cemented to well cemented coarse SANDS (SP-
Cemented) with trace of gravel and shell. These sands are very loose to very dense based on the
SPT N -Values. They are encountered from abou11 0 feetto 14 feet and again from about 16 feet
to 18 feet in B -1, from about 4 feet to 8 feet in B -3 from existing ground level.
Strata 3 Soils consists shades of gray weathered LIMESTONE (WLS) weathered to fine silt, sand
and gravel, trace of shell. These soils are very loose to very dense based on the SPT N -Values.
They are encountered from about 8 feet to 10 feet, again from abou114 feet to 16 feet and from
18 feet to 24 feet in B-1, from about 6 feet to 16 feet in 8 -2, from about 10 feet to 12 feet in B-3,
from about 4 feet to 16 feet in B-4 from existing ground level.
Strata 4 Soils consists of gray slightly clayey SAND (SP-SC). These sands are very loose based
on the SPT N -Values. They are encountered from about 2 feet to 4 feet in B-2, from existing
ground level.
Strata 5 Soils consists shades of gray and brown very silty SAND (SM). These sands are very
loose to medium dense based on the SPT N -Values. They are encountered from about 4.5 feet
to 6 feet in 8-2, from about 8 feetto 10feetin B-3, from abou12 feetto 4 feet in B - 4 from existing
ground level.
J:\Gcotedmical Enginccring\Geo Project\2008 Rep<<1S\48 _6681 J.ely Manor CanaJ\48-6681.. Report.\\pd
Page 2
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Lely Manor Outfall West
CL: Stonn Water Management Department
Allied Project No. 48-6681
December 3D, 2008
Strata 6 consists of a gray LIMESTONE (LS) layer, encountered at about 4 feet to 4.5 feet in B -
2, this rock layer is moderately hard based on SPT N-Values.
Groundwater was encountered in all the borings at the time of drilling, the depth ranging between
4 to 5 feet below the ground surface. Fluctuation in the groundwater level may occur due to rainfall
pattems, seasonal temperature variations, and construction activities.
The soil layers containing a high silt or clay content that could be considered as confining layers
were not encountered in our investigation program.
GEOTECHNICAL EVALUATION
The geotechnical evaluations for the proposed construction site are based on the subsurface soil
and groundwater conditions encountered during this study, the project information made available,
our site observations, and our experience in the vicinity. The test data has been evaluated using
established correlations between geotechnical parameters and N-values similar with those
recorded at this site, laboratory test results and the observed performance of similar soil types.
Suitabilitv of soils as construction fill
The near surface sandy soils, Strata 1 through 5, may be excavated with nonnal heavy
earthmoving equipment such as large hydraulic backhoes. It is possible that excavation of hard
limestone layers (stratum 6) may require blasting or trenching, if thicker than 3 feet layers ael be
encountered during excavating.
The strata 1, 2, and 4 soils are suitable for use as embankment and structural fill material. Roots
and other organic material encountered during site development and excavation should be
removed from proposed fill material. The soils extend belowthewatertable and should be allowed
to dry prior to placement and compaction. This can be accomplished by stockpiling the material
and allowing it to drain, or by spreading it in relatively thin lifts on the surface to be filled, and
allowing it to dry prior to compaction.
The strata 3 very silty, sandy and gravelly weathered Limestone layers (WLS) are not suitable for
backfill or structural fill. This strata of soils may be washed or screened to improve suitability.
The strata 5 materials consists of high percentage of silt and clay fines. The material with higher
percentage of fines may be readily mixed with the cleaner sands to improve the workability of the
soils.
The limestone layers (Stratum 6) were encountered in only one of the boring. The depth of these
limestone layers are between 4 feet to 4.5 feet depth from the existing ground level with the
thickness varying from about 0.5 feel. Trenching and blasting may not be required. Typically rock
in this area consists of moderately hard "caprock". This rock is typically found as large fractured
boulders. Based on previous experience with projects in this area, it is our opinion that this rock
may be excavated with large track hoes. However, the larger boulders may be too heavy for small
track hoes, backhoes or drag lines.
J:\,?cotcchnicaJ En~g\Gco Project\2008 Reports\48~668)_LclyManor Canal\4S-.6681~Rc:portwpd
Page 3
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Lely Manor Outfall West
CL: Storm Water Management Department
Allied Project No. 48-6681
December 30, 2008
FOUNDATION RECOMMENDATIONS
Based on the information provided by Collier County Storm water Management Department, One
weir will be constructed at the boring location B-1, the weir would be either the conventional
concrete weir with spread footings or by driving a steel sheet pile wall with or with out a reinforced
concrete cap will be placed on the top of the sheet pile wall.
Spread Foundation
The recommendations included here are based on the information available now, since the weir
design information like the difference in water levels on either side of the weir or the weir top level
and weir section details are not available. Our recommendations are based the soil profile at the
proposed weir location.
The loose sand supporting the weir structure may settle and allow negligible loads to be applied
on these soil layers.
In order to provide the spread foundation for the weir structure, we recommend the soils below the
foundation level to be completely compacted to a density of at least 95% of the Modified Proctor
Dry Density (ASTM 0-1557) to a minimum depth of 6 feet below the existing ground level.
The spread foundation system may be designed for the proposed structures, after the site has
been prepared as discussed above, with a maximum allowable bearing capacity of 1500 PSF.
Sheet Pile Weir
The sheet pile walls need to be driven to depths sufficient to resist the lateral pressure imposed by
the differential water depths. The piles should also be driven deep enough to reduce the potential
for piping ofthe near-surface soils caused by the upward seepage forces. Based on the foundation
requirements for the similar projects and the soil profiles obtained in boring B-1, the piles should
be driven to depths of at least 20 feet below the proposed respective canal bottom levels to resist
the lateral pressure and minimize the risk of piping. The sheet pile wall Should extend a minimum
of 10 feet into the canal banks.
The exact sheet pile wall weir design parameters could be derived only after knowing the actual
weir and water levels in the canal both upstream and down stream.
The retaining walls for the case of a vertical wall and a horizontal soil surface should be designed
for an active pressure coefficient K"and passive pressure coefficient K.,. Walls that are restrained
from movement should be designed assuming an "at-resr coefficient of lateral earth pressure, K".
A triangular stress distribution should be assumed. The estimated values of pressure coefficients
are presented in the table below.
HGeoleclmicol EngineeringlGoo Project\2008 Reports\48..6681_ Lely MmOl' CamI\48";';SJ _Report.wpd
Page 4
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Lely Manor Outfall West
CL: Storm Water Management Department
Allied Project No. 48-6681
December 30, 2006
Moist Unit Internal Coefficient of Earth Pressure
Weir at Elevation Weight Cohesion Friction
Boring No. (feet) (pst) Angle
(pcf) (0) K. K. K.
0-11 105 0 29 0.50 0.347 2.68
B-1 11-16 110 0 30 0.50 0.333 3.00
18-24 115 0 32 0.45 0.307 3.25
Please note that no rock was encountered in boring (B -1) the weir location, however additional
borings may be required across the canal at the weir location to confirm the same.
BASIS FOR EVALUATION ANO RECOMMENDATIONS
The evaluation and recommendations of this report are based on the information provided and the
soil conditions encountered at the specific boring locations. These recommendations apply only
to the specific project and site. If there are any changes to the project information discussed in this
report we should be contacted to review the changes and modify our recommendations, if
necessary.
The construction procedures and geotechnical conditions encountered should be observed by
experienced geotechnical personnel. This is necessary since the conditions encountered in the
soil borings performed forthis study could change between the borings and the conditions may not
be the same as those anticipated by the designers or contractors. Additionally, the soils could be
altered by the construction process. If changes in the soil conditions are encountered or if the
procedures are not adequate, this information should be reported to the design team so that timely
recommendations can be prepared to solve the problem. Based on Allied Engineering & Testings'
familiarity with the project, the subsurface geotechnical conditions, and the intent of the
recommendations, we recommend the owner retain our firm to provide the necessary site
observations and testing.
We wish to remind you that our exploration services include storing collected samples and making
them available for inspection of 60 days after submittal of our report. The samples are then
discarded unless you request otherwise.
l:\Georedmical E~ Proj<ct\2008 R'J'O'1'148 _ 6681_l.ely Manoc Cana1\41l-6681__Roport.wpd
Page 5
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Lely Manor Outfall Wesl
CL: Stonn Water Management Department
Allied Project No. 48-6681
December 30, 2008
SOIL TEST BORING PROCEDURES
The soil test borings for this geotechnical study were perfonned in general accordance with ASTM
0-1586 standard specifications. In the Standard Penetration Test a 1.4 inch I.D., 2.0 inch 0.0.,
split barrel sampler is driven into the soil at the test depth with a 140-pound hammer falling 30
inches. Dependent upon the soil conditions encountered, the boring is advanced by rotary drilling
procedures or continuous sampling. With either method the borehole is stabilized with a viscous
bentonite drilling fluid. The number of blows necessary to drive the hammer 18 inches or until 50
blows results in less than 6 inches of penetration is designated as the Standard Penetration Test.
The number of blows for each 6 inches of penetration is recorded. The first 6 inches of penetration
is considered to be a seating drive and the remaining 12 inches is the Standard Penetration
Resistance Test Value (N-Value).
Upon completion of the penetration test, the sample retrieved from the split barrel sampler is
classified in the field by the driller and a representative portion is placed in a sealed glass jar. The
samples are then transported to the laboratory for visual classification by a geotechnical engineer
and further laboratory testing, if necessary.
HAND AUGER SOIL TEST BORING PROCEDURES
The Auger borings (AS) were advanced with a 4-inch diameter continuous flight auger. The
borings were advanced by slowly twisting the auger into the soils. The auger is then pulled up
vertically to expose the soil strata along the auger flights. Samples were then removed and
classified by an engineering technician. The field log was prepared by the technician.
Representative samples of each soil stratum were retumed to the laboratory for further
classification by the geotechnical engineer and laboratory testing.
],'G<oleclmical Engineering\G<o Project\200S Repom\48 _ 66SI.J.ely Manor CanaJ\48.<56SI_ Rq>ort. wpd
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Lely Manor Outfall West
CL: Storm Water Management Department
Allied Project No. 48-6681
December 30, 2008
SOIL CLASSIFICATION
CLASSIFlCATION
N- VALUE - STANDARD PENETRATION RESISTANCE TEST VALUES.. BLOWS PER FOOT
CORRELATION OF N-V ALUES
WITH RELATIVE DENSITY AND
CONSISTENCY
CORRELATION OF N-V ALVES
WITH HARDNESS DESCRIPrION
COHESIONLESS SOILS
SILTS AND CLAYS
RELATIVE
N-VALUE DENSITY N-VALUE CONSISTENCY N-VALUE
0-4 VERY LOOSE 0-2 VERY SOFf 0-19
5-10 LOOSE 3-4 SOFf 20-49
11-30 MEDIUM 5-8 FIRM 50-100
DENSE
9-15 STIFF 50 for 2 to
5 inches
31-50 DENSE 16-30 VERY STIFF
over 50 VERY DENSE 31-50 HARD 50 for 0 to
2 inches
over 50 VERY HARD
MODIFIERS
APPROXIMATE
FINES CONTENTS
APPROXIMATE SANDI
GRAVEL CONTENT
MODIFIERS
slil!htlv silty
slightly clayey
5% - 15%
5-15%
15% - 25%
with silt
with clay
15% - 25%
25 - 49%
25% - 49%
siltv. clavev
J:\Geotedm.ical Engincering\Geo Project\2008 Reports\48J:J681_Lely Manor Canal\48-6681n.Report.wpd
LIMESTONE
RELATIVE
DENSITY
VERY $OFf
SOFf
MEDIUM
HARD
MODERATELY
HARD
!Will
MODIFIERS
sli2htIv sandv
sliehtIy 2l"llvelv
with sand
with ~ravel
sandy.2ravelIy
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U.8. SIEVE OPENING IN INCHES
6 4 3 2 1 5 1 3/4 112318 3
u_s. SIEVE NUMBERS
6 a'G 14'6 20 30 40 50 60 100,40200
HYDROMETER
I I I I I I I I I
\
1\
\
, \
\
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100
95
90
85
80
75
70
65
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~ 40
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35
30
25
20
15
10
5
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100
0.1
0.001
0.01
10
COBBLES
GRAIN SIZE IN MilLIMETERS
SAND
SILT OR CLAY
medium
fine
Specimen Identification Classification LL
. B-1 5-11 20'-22' eathered LIMESTONE, weathered to fine sift, &and and gravel (WLS
Cc Cu
PL
PI
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c
~ Specimen Identification
z
!;;. B-1 5-11 20'-22'
I"
"
z
w
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::;
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%Gravel %Sand
0.0 64.8
%Silt %Clay
23.0
0100
4.75
D30
0.183
D10
D60
1.217
~
~
'"
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z
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Allied Engineering & Testing. Inc.
5850 Corporation Circle
Fort Myers. Florida 33905
239-334-6833' FAX 239-690-1582
GRAIN SIZE DISTRIBUTION
Client: Collier County Stormwater Management Dept.
Project: Lely Manor Outfall West
Location: Collier County, Florida
Job No.: 48 681
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U.S. SIEVE OPENING IN INCHES
6 4 3 2 1.5 1 3/4 112318 3
U.S. SIEVE NUMBERS
6 810 1416 20 30 40 50 60 100 140 200
HYDROMETER
30
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.... 45
z
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~ 40
w
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35
25
20
15
10
5
o
100
0.01
0.001
10
0.1
COBBLES
GRAIN SIZE IN MILUMETERS
SAND
SILT OR CLAY
medium
fine
Specimen Identification Classification LL
. B-2 5-6 10'-12' _ered UMESTONE, weathered to flne sill, sand and gravel (WLS
PI
Cc Cu
PL
Ii
ci Specimen Identification
z
~. B-2 5-6 10'-12'
I!!
"
z
w
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:J
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%Gravel %Sand
0.0 48.6
0100
4.75
D60
1.911
030
0.17
010
%Silt %Clay
25.1
~
..
"
iA
~E
IT
00
=>
Allied Engineering & Testing, Inc.
5850 Corporation Circle
Fort Myers, Florida 33905
239-334-6833 . FAX 239-690-1582
GRAIN SIZE DISTRIBUTION
Client: Collier County Stormwater Management Oept.
Project: Lely Manor Outfall West
Location: Collier County, Florida
Jo No.: 48-668
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6 "3 2 1,5 1 3/4 112318 3
U.S. SIEVE NUMBERS
6 S10 141620 30 40 50 60 100140200
HYDROMETER
100
15
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a.
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30
25
20
10
5
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100
10
0.1
0.01
0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
fine
SILT OR CLAY
Specimen Identification
. B-3 S-5 8'-10'
Classification
Silty SAND (SM)
LL
PL
PI
Cc Cu
~
...
"
~ Specimen Identification
z
i;;. B-3 S-5 8'.10'
w
...
"
z
w
"
w
~
%Gravel %Sand
0.0 68.5
%Silt %Clay
19.5
D100
4.75
D60
1.075
030
0.203
010
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z
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~
Allied Engineering & Testing, Inc.
5850 Corporation Circle
Fort Myers, Florida 33905
239-334-6833 * FAX 239-690-1582
GRAIN SIZE DISTRIBUTION
Client: Collier County Stormwater Management Oept.
Project: Lely Manor Outfall West
Location: Collier County, Florida
Job N .: 48-6681
Colt,. Cmmty
~--. -
Aclrrinisllativ SeIvioes Division
Purchasing
Email: BrendaBrilhart@colliergov.net
Telephone: (239) 252-8446
FAX: (239) 252-6697
ADDENDUM
Memorandum
Date:
January 5,2010
From:
Brenda Brilhart, Purchasing Agent
To:
Interested Bidders
Subject:
Addendum #2 -ITB #10-5198- "Lely Area Stormwater Improvement
Project (LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West
Outfall (North & South Sections)
The following clarifications are issued as Addendum #2 identifying the following change for
the referenced bid:
A non-mandatory pre-bid conference shall be held at the Purchasing Department,
Conference Room A, Purchasing Building "G" at ~g;()()p.tn. LOCAL TIME on the 6th
7t~ day of January 2010, at which time all prospective Bidders may have questions
answered regarding the Bidding Documents for this Project.
If you require additional information please post a question on the eBid site or contact me
(contact information above).
c: Shane Cox/Margaret Bishop, Project Manager
eo1tr Cmmty
~
Adninislralive SeIvioes Division-
Purch!lSing
Email: BrendaBrilhart@colliergov.net
Telephone: (239) 252-8446
FAX: (239) 252-6697
Annl::lt.lnllllll
Coe,. County
~. --
Adninislrative Servioes Division
Purchasinl)
Email: BrendaBrilhart@colliergov.net
Telephone: (239) 252-8446
FAX: (239) 252-6697
ADDENDUM
Memorandum
Date:
December 18, 2009
From:
Brenda Brilhart, Purchasing Agent
To:
Interested Bidders
Subject:
Addendum #1 -ITB #10-5198- "Lely Area Stormwater Improvement Project
(LASIP) 1) Lely Main Canal and 2) Lely Manor Canal West Outfall (North &
South Sections)
The following clarifications are issued as Addendum #1 identifying the following change
(s) for the referenced bid:
Additiona/ bid documents were added via Addendum #1.
If you require additional information please post a question on the eBid site or contact me
(contact information above).
c: Shane Cox/Margaret Bishop, Project Manager
CONSTRUCTION BID
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FlORIDA
Lely Area Stormwater Improvement Project (LASIP)
1) Lely Main Canal
2) Lely Manor Canal West Outfall (North & South Sections)
Full Name of Bidder
BID NO. 10-5198
HAsKINS IIVc.
/0956 .I:3V7~/<'/Je
AI/€: ~l1J < )~.s, /i 34135
,
Main Business Address
Place of Business ..5~
,
Telephone No. 947-/Mt,
Fax No. ~47- 31357
State Contractor's License # eGc tP57~~1-
State of Florida Certificate of Authority Document Number 574)5'1
To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA
(hereinafter called the Owner)
The undersigned, as Bidder declares that the only person or parties interested in this
Bid as principals are those named herein, that this Bid is submitted without collusion
with any other person, firm or corporation; that it has carefully examined the location of
the proposed Work, the proposed form of Agreement and all other Contract Documents
and Bonds, and the Contract Drawings and Specifications.
Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement
included in the Bidding Documents, to provide all necessary machinery, tools,
apparatus and other means of construction, including utility and transportation services
necessary to do all the Work, and furnish all the materials and equipment specified or
referred to in the Contract Documents in the manner and time herein prescribed and
according to the requirements of the Owner as therein set forth, furnish the Contractor's
Bonds and Insurance specified in the General Conditions of the Contract, and to do all
other things required of the Contractor by the Contract Documents, and that it will take
full payment the sums set forth in the following Bid Schedule:
NOTE: If you choose to bid, please submit an
ORIGINAL and ONE COPY of your bid pages.
GC-P-1
BID SCHEDULE
Lely Area Stormwater Improvement Project (LASIP)
1) Lely Main Canal
2) Lely Manor Canal West Outfall (North & South Sections)
Bid No. 10-5198
Three Bid Schedules Are Provided Under Separate Cover
Contracts May Be Awarded To Two Vendors.
The County will have the option of awardinq all proiects to one contractor if it is in the
best interest of the Countv.
Bidders must submit pricing on all three sites to be considered for award.
1. Lely Main (engineers estimate $1,240,600)
2. Lely Manor West Outfall
(North $1,213,010 & South $1,450,790)
GC-P-2
MATERIAL MANUFACTURERS
THIS FORM MUST BE COMPLETED OR BID SHALL BE DEEMED NON-
RESPONSIVE
All Bidders shall confirm by signature that they will provide the manufacturers and
materials outlined in this Bid specifications. Exceptions (When equals are acceptable)
may be requested by completing the Material Manufacturer Exception List below. If an
exception for a manufacturer and/or material is proposed and listed below and is not
approved by Engineer/Project Manager, Bidder shall furnish the manufacturer named in
the specification. Acceptance of this form does not constitute acceptance of material
proposed on this list.
Complete and sign section A OR B.
Section A (Acceptance of all manufactures and materials in Bid specifications)
On behalf of my firm, I confirm that we will use all manufacturers and materials
as specifically outlined in the Bid specifications.
::::t:~r: ~ /NC.
,/
Date: r~o
Section B (Exception requested to Bid specifications manufacturers and materials)
EXCEPTION MATERIAL
EXCEPTION MANUFACTURER
1.
2.
3.
4.
5.
Please insert additional pages as necessary.
Company:
Signature:
Date:
GC-P-3
LIST OF MAJOR SUBCONTRACTORS
THIS LIST MUST BE COMPLETED OR BID MAY BE DEEMED NON-RESPONSIVE
The undersigned states that the following is a list of the proposed subcontractors for the
major categories outlined in the requirements of the Bid specifications.
The undersigned acknowledges its responsibility for ensuring that the Subcontractors
for the major categories listed herein are "qualified" (as defined in Ordinance 87-25 and
Section 15 of Instructions to Bidders) and meet all legal requirements applicable to and
necessitated by the Contract Documents, including, but not limited to proper licenses,
certifications, registrations and insurance coverage. The Owner reserves the right to
disqualify any Bidder who includes non-compliant or non-qualified Subcontractors in its
bid offer. Further, the Owner may direct the Successful Bidder to removelreplace any
Subcontractor, at no additional cost to Owner, which is found to be non-compliant with
this requirement either before or after the issuance of the Award of Contract by Owner.
(Attach additional sheets as needed). Further, the undersigned acknowledges and
agrees that promptly atter the Award of Contract, and in accordance with the
requirements of the Contract Documents, the Successful Bidder shall identify all
Subcontractors it intends to use on the Project. The undersigned further agrees that all
Subcontractors subsequently identified for any portion of work on this Project must be
qualified as noted above.
1.
Major Category of Work
&C.4YA7I()~
Subcontractor and Address
,tc&HAe tav.s;; h:HyBFs
2.
3.
4.
5.
Com_'?~L'
Signature:
/"
Date: / ft9Po
, ,
~G.:-P-4___
STATEMENT OF EXPERIENCE OF BIDDER
The Bidder is required to state below what work of similar magnitude completed within
the last five years is a judge of its experience, skill and business standing and of its
ability to conduct the work as completely and as rapidly as required under the terms of
the Agreement.
Proiect and Location
Reference
1.
A..;~ ~Ae/,d MJUS
,
~L-7e hbmes
2.
#.wmR4j e ~/I ~
4dR/~ ~.c.s.
3.
~ 0:;7A. ~70?0
,
~HI&& ,4",. 465
4. ~Q1 ~ Ai 6r.
E,v?O D€Ioi!!"UlP0".5
5,
6.
LJV/M".J'~ Jib, . fi/aPt-GS
..
~ .ellile &/~
Cy~ ; /.::5/5
8~6? ..a~$
6~lE a.. S~tV47dZ
Dated
I ;/9fo
/
;j,qS~/N.5 h(;
~
/~
BY:
GC-P-5
TRENCH SAFETY ACT
1) Main Canal
2) Lely Manor Canal West Outfall (North & South Sections)
Bidder acknowledges that included in the various items of the bid and in the Total Bid
Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida)
effective October 1, 1990. The Bidder further identifies the cost to be summarized
below:
Trench Safety
Measure
(Description)
Units of
Measure
(LF.Sy)
Unit
(Quantitvl
Unit
Cost
1. 5~.v6 fi,,.i13
{,c
~
/0
2.
3.
4.
5.
TOTAL
$
Z;a;ro
Extended
Cost
.0~
Failure to complete the above may result in the Bid being declared non-responsive.
Dated
fro
;/~/M5 ~c.
/~
BY:
GC-P-6
eo&. County
.~~ ...i.o..
Ado iI oistlati...e Servioes Division
Purchasirig
Affidavit for Claiming Status as a Local Business
BI0#:10-5198 (CHECK APPROPRIATE BOXES BELOW)
State of Florida (Select CO\lnty if Vendor is described all a local B\lsiness
o Collier CO\lnty ~ lee CO\lnty
Vendor affinns that it is a local business as defined by the Purchasing Policy of the Collier County Board of County
Commissioners and the Regulations Thereto.
As defined in Section XI of the Collier County Purchasing Policy;
A "local business' is defined as a business that has a valid occupational license issued by either Collier or Lee
County for a minimum of one (1) year prior to a Collier County bid or proposal submission that authorizes the
business to provide the commodities or services to be purchased, and a physical business address located within
the limits of Collier or Lee Counties from which the vendor operates or performs business. Post Office Boxes are
not verifiable and shall not be used for the purpose of establishing said physical address. In addition to the
foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development
and well-being of either Collier or Lee County in a verifiable and measurable way. This may include, but not be
limited to, the retention and expansion of employment opportunities, the support and increase to either Collier or
Lee County's tax base, and residency of employees and principals of the business within Collier or Lee County.
Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to
be eligible for consideration as a "local business" under this section.
Vendor must complete the following information:
Year Business Established in DCollier County or ~ Lee County: /97f3
Number of Employees (Including Owner(s) or Corporate Officers): 30
Number of Employees Living in 0 Collier County or ~ Lee (Including Owner(s) or Corporate Officers): /5
If requested by the County, vendor will be required to provide documentation substantiating the information given in this
affidavit Failure to do so will result in vendor's submission being deemed not applicable.
vendorName:~ M. Date: 00"
Signature: _ Title: ///'~4C;eIZ
,...-
STATE OF FLORIDA
o COLLIER COUNTY
~ LEE COUNTY
Swom to and Subscribed Before Me, a Notary Public, for the above State and County, on this
~~~~
Notary Pu
My Commission Expirfs:
/7'<<
Day of
(AFFIX OFFICIAL SEAL)
1fA1Hl.EBI1.1fA....
ell F10IldI
lIrc....u.. 'V1&,l1wApr27,2D1f
ClIftlIIllaIon , DD 135879
........TIlIoI9t......~_
GC-P-7
eota.. CouKty
~ --"--- .-
Aci1alildidi.e SeIVices Divislcn
Purchasing-
Immigration Affidavit Certification
Bid 1# :10-5198
Title: Lely Area Stormwater Improvement Project (LASIP)
1) Lely Main Canal
2) Lely Manor Canal West Outfall (North & South Sections)
This Affidavit is required and should be signed, notariZed by an authorized principal of the firm and submitted with
formal Invitations to Bid (ITB's) and Request for Proposals (RFP) submittals. Failure to include this Affidavit with
proposal will delay in the consideration and reviewing of vendor's proposals and could result in the vendor's
proposal being deemed non-responsive.
Collier County will not intentionally award County contracts to any vendor who knowingly employs unauthorized
alien workers, constituting a violation of the employment provision contained in 8 V.S.C. Section 1324 ale) Section
274A(e) of the Immigration and Nationality Act ("INN).
Collier County may consider the employment by any vendor of unauthoriZed aliens a violation of Section 274A (e)
of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of the INA
shall be grounds for unilateral termination of the contract by Collier County.
Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration
Act and subsequent Amendmenl(s)) and agrees to abide by Collier County Employment Eligibility Verification
System requirements regarding this solicitation.
&,e/-fIIS ~c.
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-----
STATE OF ~PA
COUNTY OF t-a.
Company Name
Print Name
Signature
Title
Date
/>>00~
/'ltfday of J-1r/(/-!&"
,
who has produced
~
Nj";YUbliC Signature _ / /
~A"kEEA/ ?:/7A'S"",t;/AI'U'
, Printed Name of Nota
- IlA_E. *_
.....,._._"'-
""'"D.
Notary Commission N tl"tllololiO_ . DO I35I7t
-'I!IIoufI-
The signee of this Affi , worn affidavit required herein, the truth and accuracy
of this affidavit to interrogatories hereinafter made. Collier County reserves the right, at any time, to request
supporting documentation as evidence of the vendor's compliance with this swom affidavit.
GC-P-8
Upon notification that its Bid has been awarded, the Successful Bidder will execute the
Agreement form attached to the Bidding Documents within ten (10) calendar days and deliver
the Surety Bond or Bonds and Insurance Certificates as required by the Contract Documents.
The bid security attached is to become the property of the Owner in the event the Agreement,
Insurance Certificates and Bonds are not executed and delivered to Owner within the time
above set forth, as liquidated damages, for the delay and additional expense to the Owner, it
being recognized that, since time is of the essence, Owner will suffer financial loss if the
Successful Bidder fails to execute and deliver to Owner the required Agreement, Insurance
Certificates and Bonds within the required time period. In the event of such failure, the total
amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and
quantify. It is hereby agreed that it is appropriate and fair that Owner receive liquidated
damages from the Successful Bidder in the event it fails to execute and deliver the Agreement,
Insurance Certificates, and Bonds as required hereunder. The Successful Bidder hereby
expressly waives and relinquishes any right which it may have to seek to characterize the above
noted liquidated damages as a penalty, which the parties agree represents a fair and
reasonable estimate of Owner's actual damages at the time of bidding if the Successful Bidder
fails to execute and deliver the Agreement, Insurance Certificates, and Bonds in a timely
manner.
Upon receipt of the Notice of Award, the undersigned proposes to commence work at the site
within 5 calendar days from the commencement date stipulated in the written Notice to Proceed
unless the Project Manager, in writing, subsequently notifies the Contractor of a modified (later)
commencement date. The undersigned further agrees to substantially complete all work
covered by this Bid within the calendar days specified below, computed by excluding the
commencement date and including the last day of such period, and to be fully completed to the
point of final aCceptance by the Owner within specified consecutive calendar days (see below)
after Substantial Completion, computed by excluding commencement date and including the
last day of such period.
Project Substantial Completion (Days) Final Completion (Days)
11 Lelv Main Canal 180 30 - Total 210
2) Lely Manor Canal West Outfall 150 30 - Total 180
(North Sellmentl
3) Lely Manor Canal West 150 30 - Total 180
Outfall (South Sellment)
Resoectfullv Submitted:
State of
County of
~4
ute:-
---k ~.s , being first duly sworn on oath
deposes and says that the Bidder on the above Bid is organized as indicated and that alf
statements herein made are made on behalf of such Bidder and that this deponent is authorized
to make them.
Jt::YC--- C~3 , also deposes and says that it
has examined and carefulfy prepared its Bid from the Bidding Documents, including the Contract
Drawings and Specifications and has checked the same in detail before submitting this Bid; that
the statements contained herein are true and correct.
_.__.____ GC,.P..-.9....
(a) Corporation
The Bidder is
A,tJtUPA
a corporation organized and existing under the laws
which operates under the legal name of
, and the full names of its officers are as follows:
of the State of
/-i4SJC/;,,> ,lye:
President ,~ /It.s-" /""'S
Secretary ~~ ~~.s
Treasurer
If
.,
Manager Ja C~
The
contracts
is authorized to sign construction bids and
for the company by action of its Board of Directors taken
, a certified copy of which is hereto attached (strike out this last sentence if not
applicable).
(b) Co-Partnership
The Bidder is a co-partnership consisting of individual partners whose full names are as follows:
The co-partnership does business under the legal name of:
(c) Individual
The Bidder is an individual whose full name is
operating under a trade name, said trade name is
, and if
DATED
legal entity
BY:
Witness
Name of Bidder (Typed)
Witness
Signature
Title
C1r.-P-10
STATE OF !i,e104.
COUNTY OF ,ta;,
The foregoin"g instrument was acknowledged before me this /' day of J~!, ' 20 /~
by ../~ c:/,(1h:1&0?!5 ,as ~~ of
.I~~ ~_ , a RP/VP4 corporation, on behalf of the
corporati9f'. she )s,/ personally known to me or has produced
~~.!~A/)9,~y L!J2!!#M"I"./ as identification and did
(did not) take an oath.
NAME:
~~~~
(Signature of Notary
Nrr/t-epA/E,J~$//N'.r
(Legibly Printed)
My Commission Expires:
: ;\r~; ;;:'&,':j:., .
i (A~F,IX-OF<F1CIA.LSEAL)
f.~' . ~ ~.ft,-:~', ~~ - :
. '-. ",-
Notary Public, State of
Commission No.:
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GC-P-11
BID BONO
KNOW ALL MEN BY THESE PRESENTS, that we Haskins, Inc_
(herein after called the Principal) and
. (herein called the
laws of the State of
Rinlll< Falls and
are held and firmly
Western Surety Company
Surety), a corporation chartered and existing under the
with its principal offices in the city of
authorized to do business in the State of South Dakota
bound unto the Collier County Board of County Commissioners
(hereinafter called the Owner), in the fuJi and just sum of
FIVE percemt of the amount bid dollars ($ ) good and
lawful money of tile United States of America, to be paid upon demand of the Owner, to
which payment well and truly to be made, the Principal and the Surety bind themselves.
their heirs, and executors, administrators, and assigns, jointly and severally and firmly
by these presents. Whereas, the Principal is about to submit, or has submitted to the
Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to
fumish, install, and fully complete the Work on the Project known as:
Lely Area Stormwater Improvement Project (LASIP)
1) Lely Main Canal & 2) Lely Manor Canal West Outfall (North & South Sections)
Bid No. 10-5198
NOW, THEREFORE. if the Owner shall accept the Bid of the PRINCIPAL and the
PRINCIPAL shall enter into the required Agreement with the Owner and within ten days
after the date of a written Notice of Award in accordance with the terms of such Bid. and
give such bond or bonds in an amount of 100% the total Contract Amount as specified in
the Bidding Documents or Contract Documents with good and sufficient surety for the
faithful performance of the Agreement and for the prompt payment of labor. materials and
supplies furnished in the prosecution thereof or, in the event of the failure of the
PRINCIPAL to enter into such Agreement or to give such boi1d or bonds, and deliver to
Owner the required certificates of insurance, if the PRINCIPAL shall pay to the OBLIGEE
the fixed sum of $. noted above as liquidated damages, and not as a
penalty, as provided in the Bidding Documents, then this obligation shall be null and void,
otherwise to remain in full force and effect.
IN TESTIMONY Thereof, the Principal and Surety have caused these presentJ!~ b.e
duly signed and sealed this 1 day of January ,20~.-: ." >
Haskins, Inc. Prirn;lpp,f._' .
I J J ..,,' ' .
\ '..... . " ~. j ,',
" ......,. / .
BY ,:,(Seal} '...
......
"
SLir.e~, , ,',,,i
-1:;J'J.:.-c "'..,I.~
Western Surety Company
--
~~ - - ~ ~ . <:';'(S9al)'
'SenJam'i7i'iT.'French Atto~-ln;Fact & FL ResiQent An"I1t ",."' ;..>' .' _' '._
Countersigned ,;7- ~~~ > ., - - .... .-~
Local Resident Prod!Jcing Agent for Waldorff Insurance & Bonding, In!f:-:...:. ,.' .:
,- ~ ..
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GC-P-12
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THIS SHEET MUST BE SIGNED BY VENDOR
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Purchasing Deparbnent
BIDDERS CHECK LIST
IMPORTANT: Please read carefully, sign in the spaces indicated and return with
your Bid.
Bidder should check off each of the following items as the necessary action is completed:
1. The Bid has been signed.
2. The Bid prices offered have been reviewed.
3. The price extensions and totals have been checked.
4. Any required drawings, descriptive literature, etc. have been included.
5. Any delivery information required is included.
6. Local Vendor Preference Affidavit completed.
7. Immigration Affidavit Completed
8. Certificate of Authority to Conduct Business in State of Florida
9. If required, the amount of Bid bond has been checked, and the Bid bond or cashier's
check has been included.
10. Any addenda have been signed and included.
11. The mailing envelope has been addressed to:
Purchasing Director
Collier County Government Center
Purchasing Building
3301 Tamiami Trail, East
Naples, Florida 34112
12. The mailing envelope must be sealed and marked with:
e>Bid Number;
e>Project Name;
<:>Opening Date.
13. The Bid will be mailed or delivered in time to be received no later than the specified
openinQ date and time, otherwise Bid cannot be considered.
ALL COURIER-DELIVERED BIDS MUST HAVE THE BID NUMBER
AND PROJECT NAME ON THE OUTSIDE OF THE COURIER PACKET
/k-K/A/S hC.
Bidder Name
hJ~
'gnature & Title
/~~;/;
/ ,
Date:
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CONSTRUCTION AGREEMENT
THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA,
("Owner") hereby contracts with Haskins, Inc. ("Contractor") of 10956 Enterprise
Avenue, Bonita Springs, FL 34135, a Florida Corporation, authorized to do business in
the State of Florida, to perform all work ("Work") in connection with Lely Area
Stormwater Improvement Project (LASIP) 1) Lely Main Canal & 2) Lely Manor
Canal West Outfall (North & South Sections), Bid No. 10-5198("Project"), as said
Work is set forth in the Plans and Specifications prepared by Agnoli, Barber &
Brundage/RWA the Engineer and/or Architect of Record ("Design Professional") and
other Contract Documents hereafter specified. Owner and Contractor, for the
consideration herein set forth, agree as follows:
Section 1. Contract Documents.
A. The Contract Documents consist of this Agreement, the Exhibits described in
Section 6 hereof, the Legal Advertisement, the Bidding Documents and any duly
executed and issued addenda, Change Orders, Work Directive Changes, Field Orders
and amendments relating thereto. All of the foregoing Contract Documents are
incorporated by reference and made a part of this Agreement (all of said documents
including the Agreement sometimes being referred to herein as the "Contract
Documents" and sometimes as the "Agreement" and sometimes as the "Contract"). A
copy of the Contract Documents shall be maintained by Contractor at the Project site at
all times during the performance of the Work.
B. Owner shall furnish to the Contractor one reproducible set of the Contract
Documents and the appropriate number of sets of the Construction Documents, signed
and sealed by the Design Professional, as are reasonably necessary for permitting.
Section 2. Scope of Work.
Contractor agrees to furnish and pay for all management, supervision, financing, labor,
materials, tools, fuel, supplies, utilities, equipment and services of every kind and type
necessary to diligently, timely, and fully perform and complete in a good and
workmanlike manner the Work for Lely Manor Canal required by the Contract
Documents.
Section 3. Contract Amount.
In consideration of the faithful performance by Contractor of the covenants in this
Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or
cause to be paid, to Contractor the following amount (herein "Contract Amount"), in
accordance with the terms of this Agreement: Eight Hundred Fourteen Thousand
One Hundred Eighty Four Dollars ($814,184.00).
GC-CA-1
which are to be paid by Contractor. The Performance and Payment Bonds shall be
underwritten by a surety authorized to do business in the State of Florida and otherwise
acceptable to Owner; provided, however, the surety shall meet the requirements of the
Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority
as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies"
circular. This circular may be accessed via the web at www.fms.treas.qov/c570/
c570.html#certified. Should the Contract Amount be less than $500,000, the
requirements of Section 287.0935, F.S. shall govern the rating and classification of the
surety.
C 14= ...h..... ....,.............4=........ ........... h..........I .f........;....h.......I 1.-.... f".............__............:... -1....._1..........-1 '-__1_...._.1. '-_______
which are to be paid by Contractor. The Performance and Payment Bonds shall be
underwritten by a surety authorized to do business in the State of Florida and otherwise
acceptable to Owner; provided, however, the surety shall meet the requirements of the
Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority
as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies"
circular. This circular may be accessed via the web at www.fms.treas.Qov/c5701
c570.html#certified. Should the Contract Amount be less than $500,000, the
requirements of Section 287.0935, F.S. shall govern the rating and classification of the
surety.
B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes
insolvent, its right to do business is terminated in the State of Florida, or it ceases to
meet the requirements imposed by the Contract Documents, the Contractor shall, within
five (5) calendar days thereafter, substitute at its cost and expense another bond and
surety, both of which shall be subject to the Owner's approval.
Section 5. Contract Time and Liauidated Damaaes.
A. Time of Performance.
Time is of the essence in the performance of the Work under this Agreement. The
"Commencement Date" shall be established in the written Notice to Proceed to be
issued by the Project Manager, as hereinafter defined. Contractor shall commence the
Work within five (5) calendar days from the Commencement Date. No Work shall be
performed at the Project site prior to the Commencement Date. Any Work performed by
Contractor prior to the Commencement Date shall be at the sole risk of Contractor.
Contractor shall achieve Substantial Completion within the calendar days from the
Commencement Date (herein "Contract Time") (specified below). The date of
Substantial Completion of the Work (or designated portions thereof) is the date certified
by the Design Professional when construction is sufficiently complete, in accordance
with the Contract Documents, so Owner can occupy or utilize the Work (or designated
portions thereof) for the use for which it is intended. Contractor shall achieve Final
Completion within the specified calendar days (see below) after the date of Substantial
Completion. Final Completion shall occur when the Agreement is completed in its
entirety, is accepted by the Owner as complete and is so stated by the Owner as
completed.
Project Substantial Completion (Days) Final Completion (Days)
1\ LelV Main Canal 180 30 Total 210
t) Lely Manor ~\anal West Outfall 150 30 - Total 180
North Seament
3) Lely Manor Canal West 150 30 - Total 180
OutfalliSouth Seament\
As used herein and throughout the Contract Documents, the phrase "Project Manager"
refers to the Owner's duly authorized representative and shall mean the Division
Administrator or Department Director, as applicable, acting directly or through duly
authorized representatives.
GC-CA-2
B. Liquidated Damages in General.
Owner and Contractor recognize that, since time is of the essence for this Agreement,
Owner will suffer financial loss if Contractor fails to achieve Substantial Completion
within the time specified above, as said time may be adjusted as provided for herein. In
such event, the total amount of Owner's damages, will be difficult, if not impossible, to
definitely ascertain and quantify. Should Contractor fail to achieve Substantial
Completion within the number of calendar days established herein, Owner shall be
entitled to assess, as liquidated damages, but not as a penalty,(see table below) for
each calendar day thereafter until Substantial Completion is achieved. Further, in the
event Substantial Completion is reached, but the Contractor fails to reach Final
Completion within the required time period, Owner shall also be entitled to assess and
Contractor shall be liable for all actual damages incurred by Owner as a result of
Contractor failing to timely achieve Final Completion. The Project shall be deemed to
be substantially completed on the date the Project Manager (or at his/her direction, the
Design Professional) issues a Certificate of Substantial Completion pursuant to the
terms hereof. Contractor hereby expressly waives and relinquishes any right which it
may have to seek to characterize the above noted liquidated damages as a penalty,
which the parties agree represents a fair and reasonable estimate of the Owner's actual
damages at the time of contracting if Contractor fails to Substantially or Finally
Complete the Work within the required time periods.
Project
Liquidated Damages
Per Day
$1,288
1) Lely Main Canal
$1,288
$1,288
C. Computation of Time Periods.
When any period of time is referenced by days herein, it shall be computed to exclude
the first day and include the last day of such period. If the last day of any such period
falls on a Saturday or Sunday or on a day made a legal holiday by the law of the
applicable jurisdiction, such day shall be omitted from the computation, and the last day
shall become the next succeeding day which is not a Saturday, Sunday or legal holiday.
D. Determination of Number of Days of Default.
For all contracts, regardless of whether the Contract Time is stipulated in calendar days
or working days, the Owner will count default days in calendar days.
E. Right of Collection.
The Owner has the right to apply any amounts due Contractor under this Agreement or
any other agreement between Owner and Contractor, as payment on such liquidated
damages due under this Agreement in Owner's sole discretion. Notwithstanding
anything herein to the contrary, Owner retains its right to liquidated damages due under
this Agreement even if Contractor, at Owner's election and in its sole discretion, is
allowed to continue and to finish the Work, or any part of it, after the expiration of the
GC-CA-3
Contract Time including granted time extensions.
F. Completion of Work by Owner.
In the event Contractor defaults on any of its obligations under the Agreement and
Owner elects to complete the Work, in whole or in part, through another contractor or its
own forces, the Contractor and its surety shall continue to be liable for the liquidated
damages under the Agreement until Owner achieves Substantial and Final Completion
of the Work. Owner will not charge liquidated damages for any delay in achieving
Substantial or Final Completion as a result of any unreasonable action or delay on the
part of the Owner.
G. Final Acceptance by Owner.
The Owner shall consider the Agreement complete when the Contractor has completed
in its entirety all of the Work and the Owner has accepted all of the Work and notified
the Contractor in writing that the Work is complete. Once the Owner has approved and
accepted the Work, Contractor shall be entitled to final payment in accordance with the
terms of the Contract Documents.
H. Recovery of Damages Suffered by Third Parties.
Contractor shall be liable to Owner to the extent Owner incurs damages from a third
party as a result of Contractor's failure to fulfill all of its obligations under the Contract
Documents. Owner's recovery of any delay related damages under this Agreement
through the liquidated damages does not preclude Owner from recovering from
Contractor any other non-delay related damages that may be owed to it arising out of or
relating to this Agreement.
Section 6. Exhibits Incorporated.
The following documents are expressly agreed to be incorporated by reference and
made a part of this Agreement.
Exhibit A:
Exhibit B:
Exhibit C:
Exhibit D:
Exhibit E:
Exhibit F:
Exhibit G:
Exhibit H:
Exhibit I:
Exhibit J:
Exhibit K:
Exhibit L:
Exhibit M:
Performance and Payment Bond Forms
Insurance Requirements
Release and Affidavit Form
Contractor Application for Payment Form
Change Order Form
Certificate of Substantial Completion Form
Final Payment Checklist
General Terms and Conditions
Supplemental Terms and Conditions
Technical Specifications
Permits
Standard Details (if applicable)
Plans and Specifications prepared by AB&B/RWA
and identified as follows: Lely Area Stormwater Improvement
Project (LASIP) 1) Lely Main Canal & 2) Lely Manor Canal West
Outfall (North & South Sections)
GC-CA-4
--.'~--_'-"'_~""'_~--_...._._--,-^..,....".-,_._-,-,.-,-_._--_."._-,..__..,-_.~,_._--,-..
Exhibit L:
Exhibit M:
Standard Details (if applicable)
Plans and Specifications prepared by AB&B/RWA
and identified as follows: Lely Area Stormwater Improvement
Project (LASIP) 1) Lely Main Canal & 2) Lely Manor Canal West
Outfall (North & South Sections)
as shown on Plan Sheets 1 through 130.
Contractor's List of Key Personnel
Exhibit N:
Section 7. Notices
A. All notices required or made pursuant to this Agreement by the Contractor to the
Owner shall be shall be deemed duly served if delivered by U.S. Mail, E-mail or
Facsimile, addressed to the following:
Margaret Bishop/Shane Cox, Project Managers
Stormwater Management Department
2885 S. Horseshoe Drive S.
Naples, Florida 34104
(239) 252-8192
B. All notices required or made pursuant to this Agreement by Owner to Contractor
shall be made in writing and shall be deemed duly served if delivered by U.S. Mail, E-
mail or Facsimile, addressed to the following:
Haskins, Inc.
10956 Enterprise Avenue
Bonita springs, FL 34135
Joel Chambers, Operations Manager
239/947-1846 telephone, 239/947-3857
C. Either party may change its above noted address by giving written notice to the
other party in accordance with the requirements of this Section.
Section 8. PUBLIC ENTITY CRIMES.
8.1 By its execution of this Contract, Construction Contractor acknowledges that it
has been informed by Owner of the terms of Section 287.133(2)(a) of the Florida
Statutes which read as follows:
"A person or affiliate who has been placed on the convicted vendor list
following a conviction for a public entity crime may not submit a bid on a
contract to provide any goods or services to a public entity for the
construction or repair of a public building or public work, may not submit
bids on leases of real property to a public entity, may not be awarded or
perform work as a contractor, supplier, subcontractor, or consultant under
a contract with any public entity in excess of the threshold amount
provided in s. 287.017 for CATEGORY TWO for a period of 36 months
GC-CA-5
...-. '_'.'_'-..,--_._.'--_.,,-~._.,,- ""'--"~~"...._--~-.,..~.__.__._._",_._----
Section 9. Modification.
No modification or change to the Agreement shall be valid or binding upon the parties
unless in writing and executed by the party or parties intended to be bound by it.
Section 10. Successors and Assians.
Subject to other provisions hereof, the Agreement shall be binding upon and shall inure
to the benefit of the successors and assigns of the parties to the Agreement.
Section 11. Governina Law.
The Agreement shall be interpreted under and its performance governed by the laws of
the State of Florida.
Section 12. No Waiver.
The failure of the Owner to enforce at any time or for any period of time anyone or
more of the provisions of the Agreement shall not be construed to be and shall not be a
waiver of any such provision or provisions or of its right thereafter to enforce each and
every such provision.
Section 13. Entire Aareement.
Each of the parties hereto agrees and represents that the Agreement comprises the full
and entire agreement between the parties affecting the Work contemplated, and no
other agreement or understanding of any nature concerning the same has been entered
into or will be recognized, and that all negotiations, acts, work performed, or payments
made prior to the execution hereof shall be deemed merged in, integrated and
superseded by the Agreement.
Section 14. Severabilitv.
Should any provision of the Agreement be determined by a court to be unenforceable,
such a determination shall not affect the validity or enforceability of any other section or
part thereof.
Section 15. Chanae Order Authorization.
The Project Manager shall have the authority on behalf of the Owner to execute all
Change Orders and Work Directive Changes to the Agreement to the extent provided
for under the Owner's Purchasing Policy and accompanying administrative procedures.
Section 16. Construction.
Any doubtful or ambiguous language contained in this Agreement shall not be
construed against the party who physically prepared this Agreement. The rule
sometimes referred to as "fortius contra proferentum" (pursuant to which ambiguities in
a contractual term which appears on its face to have been inserted for the benefit of one
GC-CA-6
of the parties shall be construed against the benefited party) shall not be applied to the
construction of this Agreement.
Section 17. Order of Precedence
In the event of any conflict between or among the terms of any of the Contract
Documents, the terms of the Construction Agreement and the General Terms and
Conditions shall take precedence over the terms of all other Contract Documents,
except the terms of any Supplemental Conditions shall take precedence over the
Construction Agreement and the General Terms and Conditions. To the extent any
conflict in the terms of the Contract Documents cannot be resolved by application of the
Supplemental Conditions, if any, or the Construction Agreement and the General Terms
and Conditions, the conflict shall be resolved by imposing the more strict or costly
obligation under the Contract Documents upon the Contractor at Owner's discretion.
****
GC-CA-7
"''''~~.~--~".~_._---~'...<-
IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s)
indicated below.
Jl~ITUJ1S:
FIRST WITNESS
By:
CONTRACTOR:
Haskins'ln~
/!4~lAcI ;.jAS e"/AD ft&s!J6vr
Type/Print Name and Title
~~
~
~O IT SS
J~i'~
Type/Print Name
Date:
3W2-010
OWNER:
BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY FLORIDA
'~JL W C+_
BY:
Fred W. Coyle, Chairman --
ATTEST.:
I:-!'';!-O '"
-E. I3roc~,Cl!;rk
~ t,~c
Atte$~"~;tO :tiha I,.... .
- > JttllftW~-OIl' ~ -
ApprO\f~d As To Form
and Legal Sufficiency:
Print Name: ~ tJ
.Ac:c:;d2I'lt County Attorney
~
Rj~L
Item # loll
~~~;da 2/1/10
Date ?/ l
;)~
Deputy Clerk
GC-CA-8
EXHIBIT A
PUBLIC PA YMENT BOND
Lely Area Stormwater Improvement Project (LASIP)
1) Lely Main Canal Bond No, 929497174
Contract No. 10-5198
KNOW ALL MEN BY THESE PRESENTS: That Haskins, Inc., 10956 Enterprise Avenue,
Bonita Springs, FL 34135 , as Principal,
andWestem Surety Company ,as Surety, located at P.O. Box 5077
Sioux Falls, SO 57117 (Business Address) are held and
firmly bound to Collier County Board of County Commissioners as Obligee in the
sum of Eight Hundred Fourteen Thousand One Hundred Eighty-Four and 75/100 ($ 814,184.75 ) for
the payment whereof we bind ourselves, our heirs, executors, personal representatives, successors
and assigns, jointly and severally.
WHEREAS, Principal has entered into a contract dated as of the day of
.20_, with Obligee for _L~il'.Area StorlT1ll\lllter Improvement Proj~~t<LASIP); Lely Main Canal
in accordance with
drawings and specifications, which contract is incorporated by reference and made a part hereof, and
is referred to as the Contract.
THE CONDITION OF THIS BOND is that if Principal:
Promptly makes payment to all claimants as defined in Section 255.05(1), Florida Statutes,
supplying Principal with labor, materials or supplies, used directly or indirectly by Principal in the
pro~ecution of the work provided for in the contract, then this bond i~ void, otherwise it remains in full
force.
Any changes in or under the Contract and compliance or noncompliance with any formalities
connected with the Contract or the changes do not affect sureties obligation under this Bond.
The provisions of this bond are subject to the time limitations of Section 255.05(2). In no
event will the surety be liable in the aggregate to claimants for more than the penal sum of thiS
Payment Bond, regardless of the number of suits that may be filed by claimants.
~~lT.~ WHEREOF, the above parties have executed this instrument this /~ay of
~r 20 Jf), the name of under-signed representative, pursuant to authority of its governing
body.
GC.CA.A-1
PRINCIPAL:
;~~- ~...-
Nallfe: ~
Its: I Lu
STATE OF f't..
COUNTY OF LE. E
The foregoing instrument was acknowledged before me this /5tt.. of F"U.eu.tsk7r 20~, by_
flAIU'A,.) Ii#SO<,," ~ as rn.1! s. .t>€1V 7 of Has ns, Inc.
, a rL 'corporation, on behalf of the corporation.~he is personally
known to me OR has produced ?,/ J<. as identification and did (did
not) take an oath.
ATTEST:
CL~~/ LO ~
(Sig~tur' of Notary)
Name. J, it c- e-- h 8" L. 7
(Legibly Printed)
Notary Public, State of F t...
Commission No. :~_ b 1'S 0 &' <f ~
SURETY:
My Commission Expires:
.~.~... JOYCE D. BOLT .
jorD: "j Notary Publlc~ SIal. of Aorida
~ . .. Mv Comm. Exptr.. Jan. 10,2014
..;r.,{:l. Commission No. DD 9!iOll96
(AFFIX OFFICIAL SEAL)
Western Surety Compa~___u__
(Printed Name)
P.O. Box 5077
Sioux Falls, SO 57117
~
(Business Address) _
~~ ---- - ,
(AuthOrized Signature)
Beniamin H. French, AttorneY-in-Fact & Fla. Resident Aaent
(Printed Name)
OR
GC-CA-A-2
UJilifJot,
--
~~~~
AS Attorney in act
(Attach Power of Attorney)
Waldorff Insurance & Bonding, Inc.
~
Witnesses
P.O. Box 90027
Gainesville, FL 32607
(Business Address)
Beniamin H. French
(Printed Name)
352-374-7779
(Telephone Number)
STATE OF Florida
COUNTY OF Alachua---- -
The foregoing instrument was acknowledged before me this 16th day of Februa~
20~ by Benjamin H. French , as Attorney-I n-FaCt & Fla. Resident Agen
ofWeslern Surety Company , Surety, on behalf of Surety. He/She is personally known
to me OR has produced personally Known as identification and who did (did not) take an oath.
~ 15aJi-.
(Signature 0 N tary)
My Commission Expires:
06-30-12
(AFFIX OFFICIAL SEAL)
MAGEN BAKER
[,olary Public, Slate 01 Florida
My comm. expo June 30, 2012
Comm. No. DO 802046
Name: Magen Baker
(Legibly Printed)
Notary Public, State of [I()rid_a _
Commission No.: DD802046
GCCAA3
Bond No. 929497174
Contract No. 10-5198
KNOW ALL MEN BY THESE PRESENTS: That Haskins, Inc., 10956 Enter rise Avenue,
Bonita Springs, FL 34135 a~ Principal and es ern , ure om an
, as Surety, located at P.O. Box 5bn, 10UX a s,
(Business Address) are held and firmly bound to Collier County Board
of Coun Commissioners , as Obligee In the sum of Eight Hundred Fourteen Thousand One Hundred
Ei h -Four and 751100 f'f,1Cl4.75 ) for the payment whereof we bond ourselves, our heirs,
execu ors, persona representatives, successors and assigns, jointly and severally.
EXHIBIT A-1
PUBLIC PERFORMANCE BOND
Lely Area Stormwater Improvement Project (LASIP)
1) Lely Main Canal
WHEREAS, Principal has entered into a contract dated as of t~e day of
20 __~, with Obligee for Lely Area Stormwater Improvement PrOjeCf1[J\:SIP); rely Main Canal
in accordance with drawings and specifications, which contractor is incorporated by reference and made a pat
hereof, and is referred to as the Contract
THE CONDITION OF THIS BOND is that if Principal:
1. Performs the Contract at the times and in the manner prescribed in the Contract, and
2. Pays Obligee any and all losses, damages, costs and attorneys' fees that Obligee sustains because of
any default by Principal under the Contract, including, but not limited to, all delay damages, whether
liquidated or actual, incurred by Obligee; and
3. Performs the guarantee of all work and materials furnished under the Contract for the time specified
In the Contract, then this bond is void; otherwise it remains in full force. Any changes in or under
the Contract and compliance or noncompliance with any formalities connected with the Contract or
the changes do not affect Sureties obligation under this bond.
The SurelY, for value received, hereby stipulates and agrees that no changes, extensions of time,
alterations or acfditions to the terms of the Contract or other work to be performed hereunder, or the
specifications referred to therein shall in anywise affect its obligations under this bond, and ~ does hereby
waive notice of any such Changes, extensions of time, alternations or additions to the terms of the Contract or
to work or to the ~pecifications.
GC-CA-A-4
This instrument shall be construed in all respects as a Common law bond. It is expressiy understood
that the time provisions and statute of limitations under Section 255.05, Florida Statutes, shail not apply to this
bond.
In no event will the Surety be liable in the aggregate to Obligee for more than the penal sum of this
Performance bond regardless of the number of suits that may be filed by Obligee.
IN WITNESS WHEREOF, the above parties have executed this instrument this /gD- day of 1iM~1
20 .JO the name of each party being affixed and these presents duly signed by it
undersigned representative, pursuant to authority of its governing body.
Signed, sealed and delivered
in the resence of
PRINCiPAL
;~~
its: A/J6vr __ ___ __
STATE OF rl
COUNTY OF IT F.
~,~mmission Expires:
'-'If!', ~ JOYCE D BOLT
Wf.j. ;'\ Notary Public, State of Florida
. ' ".f My Comm. Expires Jan. 10,2014
.-;f..ilI Commission No. DD 950896
(AFFIX OFFICiAL SEAL)
The foregoing instrument was acknowledged before me this If1l-dayof Pf.8/lAL~__
20~,by HAIUI'r-N U*,SI<,ov"> ,as '1/..t5~'br;iOT of 1111$",,\.1<$ ,"'c:
a -_.__LL.._ Corporation, on behaW of the corporation.
CI:lelShe is personaily known to me OR has produced ___ ~__ . ___ .__ .. as identification and
did (did not) take an oath,
::::J- &.t .-I:t:
(SignaWe offlOtary)
Name: J... '! "- e ):.
(Legibly Printed)
Notary Public, state of Fu /V L vA
~" .....T
Commission No.: 1> 1> q <;;'6 [? 'f {..
GC-CA-A-5
The foregoing instrument was acknowledged before me this 16th day of February
2010 by Benjamin H. French . as Attorney-In-Fact & Fla. Resident Agent
ofweslern Surety Company , Surety, on behalf of Surety. He/She is personally known
to me OR has produced personally known as identification and who did (did not) take an oath.
_ L/I)~(1at,___
(Signature of N ry)
ATTEST:
L/JJXf ~afl-,
Witness as to Surety
LtUOIf~---~-
Witnesses
STATE OF Florida
COUNTY OF Alachua
My Commission Expires:
06-30-12
(AFFIX OFFICIAL SEAL)
MAG EN BAKER
"olary Public, State of Florida
My comm. expo June 30, 2012
Comm. No. DO 802046
SURETY:
Western Surety Company
(Printed Name)
P.O. Box 5077
Sloux Falls,-~_Q.571J 7__
(Business Address)
~-?lb---
(Authonzed Signature)
Bel1j~ll1in H. F~ench_
(Printed Name)
OR _--
ASA~Fact - -...... ~
(Attach Power of Attorney)
Waldorff Insurance & bonding, Inc.
P.O. Box 90027
--_.~.. .---..---- ----._...-.-_---
Gainesville, FL 32607
(Business Address)
Benjamin H. French
(Printed Name)
(352) 374-7779
(Telephone Number)
Name: Magen Baker
(Legibly Pnnted)
Notary Public, state of f"IQrida_________ __
Commission No.: DD802046
GC-CA-A-6
~
Western Surety Company
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT
Know All Me. By Tbese Prese.... That WESTERN SURETY COMPANY. a Soulb Dakota corporation, i. a duly organi2ed and existing COl]lO<atioo
baving ilS principal offi.. in lbe City of Sioux Fall.. and Slate of Soulb Dakob. 8rtd Ibal it does by virtue of the .ignature ond seal herein affixed bereby
make. constitute and appoint
Benjamin H French, Paul A Locallcio, Sheree W Lewis, Individually
of Gainesville, FL. ilS - and lawful AUOrney(.).in-F8Cl with full power and oulbority hereby conferred to .ign, .... and .......te fur and on its behalf
bonds. undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind it ChCIWY u fully and 10 the same cxtent as if such instrutnents were signed by a duly authorized officer oftha corporation and all the acts Dr !laid
Attorney. pursuant to the authority bereby given, are horeby ratified and conlinned.
This Power of Attorney I. made and executed pursuant to 8lld by autbority oflbe By-Law printed on the revone hereof, dUly adopted, ..Indicated, by
Ibe sharchQld... of Ibe corponllion.
Ia Witaell Whereof. WESTERN' SURETY COMPANY has caused these: p~CDts to be signed by itsScniQC Vice Prc.sident and its corporate seal to
be hereto affixed on this 8th day of October. 2009.
WESTERN SURETY COMPANY
I?/~~
Paul . Bzutlat, Senior Vice President
SlBtG of South Dakota
County ofMinnehaiJ.
} "
On lhil 8th day of October. 2009, before mc'pcrsonall}' came Paul T. Bruflat" to me known. who, being by me duly sworn, did depose and say: that: he
resides i. the City orStoux Fall., StatoofSouth Dakota; tI1at be is the Senior Vice President of WESTERN SURETY COMPANY described in and which
executed the aboyo instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so
affixed pursuant to authority given by the: Board of Directors of said corporation and Ulat ho signed b.is name thereto purSUlIl1t to liko Duthority. and
acknoWledges SBme to be the act and deed of said corporation.
My commission expires
Noycmbcr 30. 2012
+....................................................
: D. KRELL :
I" I
1~NOTARY PUBLIC~~
~80UTH DAKOTA~
, ,
+................................................ .
~
~1{!Publie
CERTIFICATE
I. L. Nelson, Auist8l1t Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in
force, and further ccJ1:ify 'that tho By~Law of the corporation printed on the reverse: he~of is still it! force. [n testimony whereof [ have hereunto 5tlbscribed
mv name and atIiXed thcseN.Qfthe said corporation thl~ 19th day or January 2010
.,-
WESTERN SURETY COMPANY
g. ~{~b~ecre~
Insurance / Bond Type
1. ~ Worker's
Compensation
2. ~ Employer's Liability
3. ~ Commercial General
Liability (Occurrence Form)
patterned after the current
ISO form
4. ~ Indemnification
4. ~ Automobile Liability
Collier County Florida
Insurance and Bonding Requirements
Required Limits
Statutory Limits of Florida Statutes, Chapter 440 and all Federal Govemment
Statutory Limits and Requirements
$1.000.000 single limit per occurrence
Bodily Injury and Property Damage
$2.000.000 single limit per occurrence
To the maximum extent permitted by Florida law, the
ContractorNendor/Consultant shall indemnify and hold harmless Collier
County, its officers and employees from any and all liabilities, damages,
losses and costs, including, but not limited to, reasonable attomeys' fees and
paralegals' fees, to the extent caused by the negligence, recklessness, or
intentionally wrongful conduct of the ContractorNendor/Consultant or anyone
employed or utilized by the ContractorNendor/Consultant in the performance
of this Agreement This indemnification obligation shall not be construed to
negate, abridge or reduce any other rights or remedies which otherwise may
be available to an indemnified party or person described in this paragraph.
This section does not pertain to any incident ariSing from the sole negligence
of Collier County.
$ 2.000.000 Each Occurrence; Bodily Injury & Property Damage,
OwnedlNon-owned/Hired; Automobile Included
5. 0 Other insurance as 0 Watercraft
noted:
$
Per Occurrence
o United States Longshoreman's and Harborworker's Act coverage shall be
maintained where applicable to the completion of the work.
$ Per Occurrence
o Maritime Coverage (Jones Act) shall be maintained where applicable to
the completion of the work.
$
Per Occurrence
o Aircraft Liability coverage shall be carried in limits of not less than
$5,000,000 each occurrence if applicable to the completion of the Services
under this Agreement.
o Pollution
$
$
Per Occurrence
Per Occurrence
o Professional Liability $
. $ 500,000 each claim and in the aggregate
· $1,000,000 each claim and in the aggregate
. $2,000,000 each claim and in the aggregate
Per Occurrence
o Project Professional Liability
o Valuable Papers Insurance
$
$
Per Occurrence
Per Occurrence
GC-CA-S,3
6. f8l Bid bond
Shall be submitted with proposal response in the form of certified funds,
cashiers' check or an irrevocable letter of credit, a cash bond posted with the
County Clerk, or proposal bond in a sum equal to 5% of the cost proposal. All
checks shall be made payable to the Collier County Board of County
Commissioners on a bank or trust company located in the State of Florida and
insured by the Federal Deposit Insurance Corporation.
7. f8l Performance and
Payment Bonds
For projects in excess of $200,000, bonds shall be submitted with the
executed contract by Proposers receiving award, and written for 100% of the
Contract award amount, the cost borne by the Proposer receiving an award.
The Performance and Payment Bonds shall be underwritten by a surety
authorized to do business in the State of Florida and otherwise acceptable to
Owner; provided, however, the surety shall be rated as "A-" or better as to
general policy holders rating and Class V or higher rating as to financial size
category and the amount required shall not exceed 5% of the reported policy
holders' surplus, all as reported in the most current Best Key Rating Guide,
published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New
York 10038.
8. l8J Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is
required to meet. The same Vendor shall provide County with certificates of insurance meeting the required
insurance provisions.
9. l8J Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for
Commercial General Liability where required.
10. l8J Collier County Board of County Commissioners shall be named as the Certificate Holder and the
certificate must read "For any and all work performed on behalf of Collier County.
NOTE: The '.'Certificate" should read as follows:
· For any and all work performed on behalf of Collier County.
. Collier County Board of County Commissioners, Naples, Florida
No County Division, Department or individual name should appear on the Certificate.
11. l8J Thirty (30) Days Cancellation Notice required.
Vendor's Insurance Statement
We understand the insurance requirements of these specifications and that the evidence of insurability may be
required within five (5) days of the award of this solicitation.
::::::::ture !;tINS /~L
~ ~~
J~L. ~e:e.>
Insurance Agency &0""'"'4 f .15~~
&v /,(/ lJbJU~
Date
//!9po
,
Print Name
Agent Name
Telephone Number 274-/430
GC-CA-B-4
Oct 27 09 01 :55p
Haskins Inc,
239-947-3857
pA
ACORD~ CERTlrlCA. TE OF LIABILITY INSURANCE I O"TE(fIlIMiDDNYYY)
6/24/2009
PRODUCER Phone: 23S-278-021B Fax: :.139'-278-5306 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
B::-own &; Brown I Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
3B20 co~onial Blvd., Sui':.e 200 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICES BELOW.
Fort Myers PL 33966-1C94
INSURERS AFFORDING COVERAGE "'A1C"
IN5UREIJ INStJRERA; t:'r"r""'T T"~ ,..,~ ",'7?
Haski:1.s. Inc. ,"st."El", '1.CCT INsm ", ry.
H & K 3quipmen~ Sales & Rental. Inc_
10956 Enterprise Avenue i INSURER c:
Eonita Springs FL 34135 ' INSURERo.:
. INstJRERE;
COVERAGES
THE POLICIES OF IN5tJRA..'"'I::I; LISTB~ BB~OW HAVS BEEN :SSUElD TO 'I'He :NSURED NAME:) ~OVE FOR THE :?DL:CY PERI:):) INDlCATE:D.
YOTh'ITHSTANDING ANY R3QUI:REJo1E!:NT. TERM OR CONDITION O~ ~-y OOKT~CT OR OTRER DOCUMENT WITK R3SPECT TO WHICH THIS
CERTIFICATB MAY BE :SSUED DR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HBREIN IS SUBJECT TO ALL :mE
TERMS~ EXCLUSIONS AND CONDITIONS CP SUCH POLIC:XS. .i\GGREGA'I'E :'IMITS SIfOWN MAY HAVE 3EEN REDUCED BY PAID C:JUMS.
II!'I!I~ ~.'!.'!.1 _n__ POUCYNUMBER PCI.1CY'EFFI!CTIVE I POUCYElCPIRATION ~""
A ~JrlERALU'ABlLln GLOOO565B2 7/1/2009 17/1/2010 E4.CHOCCL'RRE~ .' "'.non
X CO\AMERCIAi.. a;:;:NERAL L1ABIUTY ,- ""n ""0
C:LAIWS Ml'DE liJ OCCUR MEC EXP'M"one'" 1'8CI"' '0 on,'
I~ rnnt-..,....;llr-t-'I;'1 PERSOI'.If..L!.AOVINJURV Sl OOD 000
l- i GENERALAOOREGATE '2 onO oeo
~~AGG~~E;nSPEJt PROOUC-S. COMPJOP AGO '2 "M nnn
1;;- POLICY v Iv LOC
A ~1JTC"OBILE LIABILITY CAOO':)47495 7/1;2009 7/1/2010 ! CO"'BIN'EOSlNG'~E LllIoIfT '1,000,000
lx- ANY AUTO (E8l1g;1denl)
f- ALL DWHEDALfTOS BODILY INJURV
.
I- SCHEOu....ED AJTOS ' (Perpilll'8O!1l
C H1R!!O AUTOS i BOOIL Y INJURY
, {perac:ldent] .
NQN..owNEOAIJTOS
f-- ! PROPeRTY DAA\MoOE .
(Petllc~ldentJ
!=rO' ",ABlUn "'UT~ OHL y. E....-.cCtDE:rrr .
ANY AUTO : e....""CC .
. OTHER THAN
i I AUT:;)O,,",L'I': AGG .
A ~ESSIUM8REUA UAelLlTY JMBOOOE7461 7/1/2009 7/1/2010 . EACHOCCUR'l:E,'lCE .. Monon
CCCI.:R D C.......llIISMAOE: AGGREGIo,TE .. Mn nen
8 ~...,=."' s
S
RETENTION no 80' .
54191 7/1;2009 7/1/2010 X 'A IO';~'
B WORKeR3COMPENSAT1CNMP
EMPLOYERS'lIA8ILlTY E_L. EACHACCIOE"'T .' nn" 000
ANY PROPRIETORff"ARTNER.'EXECVTIVE . 51 00" 000
CPP'ICI!!R!tJll!!:MSI!A EXCl.UOEO? S,L.::l SEAS;- EA EM~L.OYEE
~c~~~~=~Sbebor S,L. CJI.:9EASE. POLICY ~IMIT S' nM,noo
A OTH" CMOa031682 7/1/2009 7/1/2010 Maximum L i -ni t $lOe', Ce,)
Leased or Rented
Equiprr.er:t I i
I
D!:SClUPTION OF OPERATIONS lLOCATl0N8/YEHtCLES r EXCLI.JSI(:INS AODED BV ENDORSEMENT/SPECIAL. PRO\IJ8IDHS
~l DAYS NOTICE OF CANCRLLAYION FO~ NON-PAYMENT OF PREMIUM A~PLI~S, 30 CAYS FOR ALl:, OTHER REASO~S .
RSLl:..A. FOLWWS FORM OVER GENERAL LIABILITY, .BUSINESS AUTO. AND EMPLOYERS LIABILITY
:Oll::'er Ccyunty is Addit:..otl.a.l Insured ....i :_:.l :..egards ':.0 the General Liability coverage shown above. fo~ \IIork perfonned by
he named in9U~ed.
CERTIFICATE HOLDER
Collier County
Board of Co~nty Commissioners
330: East Tamiami Trail
Nap:"es FL 34112
CANCELLATION
SSOULO ANY OF :-HB ABOVK DESCRIBED POLICIES BE ~CELLBO
BE:;:'O~E THE EXP=RATIC'N DATE THEREOF. 'THE ISSUING IN"SUAEP.
141:'1. SNDEAVCR ':'0 lOt.IL .30 DAYS WRI':'TEN' NO'IICE TO THE
CERTIF~CATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO
SHAuL =MPCSE NO OBLIGATION CR LIABILITY :;)F ANY KIND UPON
THE I N"SURE"R , I':'S AGENTS OR RE?RESBNTATlVES.
ACORD 25 (2001108}
AUTHORlUigRE"~lii&ENTATfV~
oJ-' ~ '- fY\..y..:
@ACORDCORPORATION1988
_.._._-_._-----'-,._-.-".._~-._~~-"---...~~._".."._---~........~._".-.~,.
COUNTY OF COLLIER
STATE OF FLORIDA)
EXHIBIT C
RELEASE AND AFFIDAVIT FORM
Before me, the undersigned authority, personally appeared
who after being duly sworn, deposes and says:
(1) In accordance with the Contract Documents and in consideration of $ paid,
("Contractor") releases and waives for itself and it's subcontractors,
material-men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort,
against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the
Agreement between Contractor and Owner dated , 20_ for the period from
to , excluding all retainage withheld and any pending claims or
disputes as expressly specified as follows:
(2) Contractor certifies for itself and its subcontractors, material-men, successors and assigns, that all charges for
labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a
demand against any payment bond might be filed, have been fully satisfied and paid.
(3) To the maximum extent permitted by law, Contractor agrees to indemnify, defend and save harmless Owner from
all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the
performance by Contractor of the Work covered by this Release and Affidavit.
(4) This Release and Affidavit is given in connection with Contractor's [monthly/final] Application for Payment No.
CONTRACTOR
BY:
ITS:
President
DATE:
Witnesses
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me this _ day of ,20_, by
,as of ,a
corporation, on behalf of the corporation. He/she is personally known to me or has produced
as identification and did (did not) take an oath.
My Commission Expires:
(Signature of Notary)
NAME:
(Legibly Printed)
(AFFIX OFFICIAL SEAL)
Notary Public, State of
Commissioner No.:
GC-CA-C-1
EXHIBIT 0
FORM OF CONTRACT APPLICATION FOR PAYMENT
(County Project Manager)
(County Department)
Collier County Board of County Commissioners (the OWNER) or
Collier County Water-Sewer District (the OWNER)
FROM:
(Contractor's Representative)
(Contractor's Name)
(Contractor's Address)
RE:
Bid No. 10-5198
Project No.
Application Date
Payment Application No.
for Work accomplished through the Date:
(Project Name)
Original Contract Time:
Revised Contract Time:
Retainage @ 10% thru[insert date] $
Retainage @ _% after [insert date] $
=
Percent Work compieted to Date:
Percent Contract Time completed to Date
%
%
Liquidated Damages to be Accrued $
ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION
Original Contract Price: $
Total Change Orders to Date $
Revised Contract Amount $
Total value of Work Completed
and stored to Date $
Less Retainage $
Total Earned Less Retainage $
Less previous payment (s) $
AMOUNT DUE THIS
APPLICATION: $
Remaining Contract Balance $
CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) aU previous progress payments
received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in
full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment
numbered 1 through _ inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed
in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all iiens, claims,
security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have
been paid for work which previous payments were issued and received from the OWNER and that current payment is now
due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and
CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that
has not been properly approved by Owner in writing and in advance of such Work.
By CONTRACTOR: (Contractor's Name)
(Signature) DATE:
(Type Name & Title)
(shall be signed by a duly authorized representative of CONTRACTOR)
By Design Professional:
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended:
(DP's Name)
(Signature) DATE:
(Type Name & Titie)
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved:
By OWNER'S Project Manager:
(Signature) DATE:
(Type Name and Title)
GC-CA-D-1
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EXHIBIT E
CHANGE ORDER
TO:
Project Name:
Bid No.:
Change Order No.:
Change Order Description
FROM: Collier County Government
Construction Agreement Dated:
Date:
Original Agreement Amount ..............................................................$
Sum of previous Change Orders Amount ............ ......... ...... ...... ....$
This Change Order Amount ...............................................................$
Revised Agreement Amount ........................................................... ....$
Original Contract Time in calendar days
Adjusted number of calendar days due to previous Change Orders
This Change Order adjusted time is
Revised Contract Time in calendar days
Original Notice to Proceed Date
Completion date based on original Contract Time
Revised completion date
Contractor's acceptance of this Change Order shall constitute a modification to the Agreement
and will be performed subject to all the same terms and conditions as contained in the
Agreement, as if the same were repeated in this acceptance. The adjustments, if any, to the
Agreement shall constitute a full and final settlement of any and all claims of the Contractor
arising out of, or related to, the change set forth herein, including claims for impact and delay
costs.
Prepared by: Date:
Project Manager
Recommended by:
Design Professional
Date:
Accepted by:
Date:
Contractor
Date:
Approved by:
Department Director
Date:
Approved by:
Division Administrator
Date:
Approved by:
Date:
(For use by Owner: Fund
Number: )
Cost Center:
Object Code:
Project
GC-CA-E-5
EXHIBIT F
CERTIFICATE OF SUBSTANTIAL COMPLETION
OWNER'S Project No
PROJECT:
Design Professional's Project No.
CONTRACTOR
Contract For
Contract Date
This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the
following specified parts thereof:
To
OWNER
And
To
Substantial Completion is the state in the progress of the Work when the Work (or designated
portion) is sufficiently complete in accordance with the Contract Documents so that the Owner
can occupy or utilize the Work for its intended use. The Work to which this Certificate applies has
been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN
PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the
requirements of the Contract Documents on:
DATE OF SUBSTANTIAL COMPLETION
A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive,
and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all
the Work in accordance with the Contract Documents. The items in the tentative list shall be completed
or corrected by CONTRACTOR within days of the above date of Substantial Completion.
GC-CA-F-1
The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance,
heat, utilities, insurance and warranties shall be as follows:
RESPONSIBILITiES:
OWNER:
CONTRACTOR
The following documents are attached to and made a part of this Certificate:
This certificate does not constitute an acceptance of Work not in accordance with the Contract
Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the
Contract Documents.
Executed by Design Professional on
,20_
Design Professional
By:
Type Name and Title
CONTRACTOR accepts this Certificate of Substantial Completion on
,20
CONTRACTOR
By:
Type Name and Title
OWNER accepts this Certificate of Substantial Completion on
,20_
OWNER
By:
Type Name and Title
GC-CA-F-2
EXHIBIT G
FINAL PAYMENT CHECKLIST
Bid No.: Project No.:
Contractor:
The following items have been secured by the
for the Project known as
Date:
,20_
and have been reviewed and found to comply with the requirements of the Contract Documents.
Original Contract Amount: Final Contract Amount:
Commencement Date:
Substantial Completion Time as set forth in the Agreement: Calendar Days.
Actual Date of Substantial Compietion:
Final Completion Time as set forth in the Agreement: Calendar Days.
Actual Final Completion Date:
YES NO
1. All Punch List items completed on
2. Warranties and Guarantees assigned to Owner (attach to this form).
3. Effective date of General one year warranty from Contractor is:
4. 2 copies of Operation and Maintenance manuals for equipment and
system submitted (list manuals in attachment to this form).
5. As-Built drawings obtained and dated:
6. Owner personnel trained on system and equipment operation.
7. Certificate of Occupancy No.:
issued on (attach to this form).
8. Certificate of Substantial Completion issued on
9. Final Payment Application and Affidavits received from Contractor on:
10. Consent of Surety received on
11. Operating Department personnel notified Project is in operating phase.
12. All Spare Parts or Special Tools provided to Owner:
13. Finished Floor Elevation Certificate provided to Owner:
14. Other:
If any of the above is not applicable, indicate by N/A. If NO is checked for any of the above, attach
explanation.
Acknowledgments:
By Contractor:
(Company Name)
(Signature)
(Typed Name & Title)
By Design
Professional:
(Firm Name)
(Signature)
(Typed Name & Title)
(Department Name)
(Signature)
(Name & Title)
By Owner:
GC-CA-G-1
EXHIBIT H
GENERAL TERMS AND CONDITIONS
1. INTENT OF CONTRACT DOCUMENTS.
1.1 It is the intent of the Contract Documents to describe a functionally complete
Project (or portion thereof) to be constructed in accordance with the Contract
Documents. Any work, materials or equipment that may reasonably be inferred from
the Contract Documents as being required to produce the intended result shall be
supplied whether or not specifically called for. When words which have a well known
technical or trade meaning are used to describe work, materials or equipment, such
words shall be interpreted in accordance with that meaning. Reference to standard
specifications, manuals or codes of any technical society, organization or association or
to the laws or regulations of any governmental authority having jurisdiction over the
Project, whether such reference be specific or by implication, shall mean the latest
standard specification, manual, code, law or regulation in effect at the time the Work is
performed, except as may be otherwise specifically stated herein.
1.2 If before or during the performance of the Work Contractor discovers a conflict,
error or discrepancy in the Contract Documents, Contractor immediately shall report
same to the Project Manager in writing and before proceeding with the Work affected
thereby shall obtain a written interpretation or clarification from the Project Manager;
said interpretation or clarification from the Project Manager may require Contractor to
consult directly with Design Professional or some other third party, as directed by
Project Manager. Contractor shall take field measurements and verify field conditions
and shall carefully compare such field measurements and conditions and other
information known to Contractor with the Contract Documents before commencing any
portion of the Work.
1.3 Drawings are intended to show general arrangements, design and extent of Work
and are not intended to serve as shop drawings. Specifications are separated into
divisions for convenience of reference only and shall not be interpreted as establishing
divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the
event of a discrepancy between or among the drawings, specifications or other Contract
Document provisions, Contractor shall be required to comply with the provision which is
the more restrictive or stringent requirement upon the Contractor, as determined by the
Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws,
fittings, fillers, hardware, accessories, trim and other parts required in connection with
any portion of the Work to make a complete, serviceable, finished and first quality
installation shall be furnished and installed as part of the Work, whether or not called for
by the Contract Documents.
2. INVESTIGATION AND UTILITIES.
2.1 Subject to Section 2.3 below, Contractor shall have the sole responsibility of
satisfying itself concerning the nature and location of the Work and the general and
local conditions, and particularly, but without limitation, with respect to the following:
those affecting transportation, access, disposal, handling and storage of materials;
GC-CA-I-1
availability and quality of labor; water and electric power; availability and condition of
roads; work area; living facilities; climatic conditions and seasons; physical conditions at
the work-site and the project area as a whole; topography and ground surface
conditions; nature and quantity of the surface materials to be encountered; subsurface
conditions; equipment and facilities needed preliminary to and during performance of
the Work; and all other costs associated with such performance. The failure of
Contractor to acquaint itself with any applicable conditions shall not relieve Contractor
from any of its responsibilities to perform under the Contract Documents, nor shall it be
considered the basis for any claim for additional time or compensation.
2.2 Contractor shall locate all existing roadways, railways, drainage facilities and
utility services above, upon, or under the Project site, said roadways, railways, drainage
facilities and utilities being referred to in this Sub-Section 2.2 as the "Utilities".
Contractor shall contact the owners of all Utilities to determine the necessity for
relocating or temporarily interrupting any Utilities during the construction of the Project.
Contractor shall schedule and coordinate its Work around any such relocation or
temporary service interruption. Contractor shall be responsible for properly shoring,
supporting and protecting all Utilities at all times during the course of the Work. The
Contractor is responsible for coordinating all other utility work so as to not interfere with
the prosecution of the Work (except those utilities to be coordinated by the Owner as
may be expressly described elsewhere in the Contract Documents).
2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions
are encountered at the Project site which are (i) subsurface or otherwise concealed
physical conditions which differ materially from those indicated in the Contract
Documents or (ii) unknown physical conditions of an unusual nature, which differ
materially from those ordinarily found to exist and generally recognized as inherent in
construction activities of the character provided for in the Contract Documents, and
which reasonably should not have been discovered by Contractor as part of its scope of
site investigative services required pursuant to the terms of the Contract Documents,
then Contractor shall provide Owner with prompt written notice thereof before conditions
are disturbed and in no event later than three (3) calendar days after first observance of
such conditions.
Owner and Design Professional shall promptly investigate such conditions and, if they
differ materially and cause an increase or decrease in Contractor's cost of, or time
required for, performance of any part of the Work, Owner will acknowledge and agree to
an equitable adjustment to Contractor's compensation or time for performance, or both,
for such Work. If Owner determines that the conditions at the site are not materially
different from those indicated in the Contract Documents or not of an unusual nature or
should have been discovered by Contractor as part of its investigative services, and that
no change in the terms of the Agreement is justified, Owner shall so notify Contractor in
writing, stating its reasons. Claims by Contractor in opposition to such determination by
Owner must be made within seven (7) calendar days after Contractor's receipt of
Owner's written determination notice. If Owner and Contractor cannot agree on an
adjustment to Contractor's cost or time of performance, the dispute resolution procedure
set forth in the Contract Documents shall be complied with by the parties.
GC-CA-I-2
3. SCHEDULE.
3.1 The Contractor, within ten (10) calendar days after receipt of the Notice of Award,
shall prepare and submit to Project Manager, for their review and approval, a progress
schedule for the Project (herein "Progress Schedule"). The Progress Schedule shall
relate to all Work required by the Contract Documents, and shall utilize the Critical Path
method of scheduling and shall provide for expeditious and practicable execution of the
Work within the Contract Time. The Progress Schedule shall indicate the dates for
starting and completing the various stages of the Work.
3.2 The Progress Schedule shall be updated monthly by the Contractor. All monthly
updates to the Progress Schedule shall be subject to the Project Manager's review and
approval. Contractor shall submit the updates to the Progress Schedule with its
monthly Applications for Payment noted below. The Project Manager's review and
approval of the submitted Progress Schedule updates shall be a condition precedent to
the Owner's obligation to pay Contractor.
3.3 All work under this Agreement shall be performed in accordance with the
requirements of all Collier County Noise Ordinances then in effect. Unless otherwise
specified, work will generally be limited to the hours of 7:00 a.m. to 5:00 p.m., Monday
through Friday. No work shall be performed outside the specified hours without the
prior approval of the Project Manager.
4. PROGRESS PAYMENTS.
4.1 Prior to submitting its first monthly Application for Payment, Contractor shall
submit to Project Manager, for their review and approval, a schedule of values based
upon the Contract Price, listing the major elements of the Work and the dollar value for
each element. After its approval by the Project Manager, this schedule of values shall
be used as the basis for the Contractor's monthly Applications for Payment. This
schedule shall be updated and submitted each month along with a completed copy of
the Application for Payment form signed by the Contractor's authorized representative
and attached to the Agreement as Exhibit D.
4.2 Prior to submitting its first monthly Application for Payment, Contractor shall
provide to the Project Manager the list of its Subcontractors and materialmen submitted
with its Bid showing the work and materials involved and the dollar amount of each
subcontract and purchase order. Contractor acknowledges and agrees that any
modifications to the list of Subcontractors submitted with Contractor's Bid and any
subsequently identified Subcontractors are subject to Owner's prior written approval.
The first Application for Payment shall be submitted no earlier than thirty (30) days after
the Commencement Date. Notwithstanding anything herein to the contrary, if approved
by Owner in its sole discretion, Contractor may submit its invoice for any required
Payment and Performance Bonds prior to the first Application of Payment provided that
Contractor has furnished Owner certified copies of the receipts evidencing the premium
paid by Contractor for the bonds.
GC-CA-I-3
4.3 Unless expressly approved by Owner in advance and in writing, said approval at
Owner's sole discretion, Owner is not required to make any payment for materials or
equipment that have not been incorporated into the Project. If payment is requested on
the basis of materials and equipment not incorporated into the Project, but delivered
and suitably stored at the site or at another location, and such payment and storage
have been agreed to by Owner in writing, the Application for Payment also shall be
accompanied by a bill of sale, invoice or other documentation warranting that the Owner
has received the materials and equipment free and clear of all liens, charges, security
interests and encumbrances, together with evidence that the materials and equipment
are covered by appropriate property insurance and other arrangements to protect
Owner's interest therein, all of which shall be subject to the Owner's satisfaction.
Thereafter, with each Application for Payment, Contractor also shall complete and
submit to Owner as part of its Application for Payment, the Stored Materials Record
attached hereto and made a part hereof as Exhibit D.
4.4 Contractor shall submit six (6) copies of its monthly Application for Payment to
the Project Manager or his or her designee, as directed by Owner (which designee may
include the Design Professional). After the date of each Application for Payment is
stamped as received and within the timeframes set forth in Section 218.735 F.S., the
Project Manager, or Design Professional, shall either: (1) Indicate its approval of the
requested payment; (2) indicate its approval of only a portion of the requested payment,
stating in writing its reasons therefore; or (3) return the Application for Payment to the
Contractor indicating, in writing, the reason for refusing to approve payment. Payments
of proper invoices in the amounts approved shall be processed and paid in accordance
with Section 218.735, F.S. and the administrative procedures established by the
County's Purchasing Department and the Clerk of Court's Finance Department
respectively.
In the event of a total denial by Owner and return of the Application for Payment by the
Project Manager, the Contractor may make the necessary corrections and re-submit the
Application for Payment. The Owner shall, within ten (10) business days after the
Application for Payment is stamped and received and after Project Manager approval of
an Application for Payment, pay the Contractor the amounts so approved.
4.5 Owner shall retain ten percent (10%) of the gross amount of each monthly
payment request or ten percent (10%) of the portion thereof approved by the Project
Manager for payment, whichever is less. Such sum shall be accumulated and not
released to Contractor until final payment is due unless otherwise agreed to by the
Owner in accordance with Florida Statute 255.078. The Project Manager shall have the
discretion to establish, in writing, a schedule to periodically reduce the percentage of
cumulative retainage held through out the course of the Project schedule. Owner shall
reduce the amount of the retainage withheld on each payment request subsequent to
fifty percent (50%) completion subject to the guidelines set forth in Florida Statute
255.078 and as set forth in the Owner's Purchasing Policy.
4.6 Monthly payments to Contractor shall in no way imply approval or acceptance of
Contractor's Work.
GC-CA-I-4
4.7 Each Application for Payment, subsequent to the first pay application, shall be
accompanied by a Release and Affidavit, in the form attached as Exhibit C,
acknowledging Contractor's receipt of payment in full for all materials, labor, equipment
and other bills that are then due and payable by Owner with respect to the current
Application for Payment. Further, to the extent directed by Owner and in Owner's sole
discretion, Contractor shall also submit a Release and Affidavit from each
Subcontractor, sub-subcontractor, or supplier in the form attached as Exhibit C
acknowledging that each Subcontractor, sub-subcontractor or supplier has been paid in
full through the previous month's Application for Payment. The Owner shall not be
required to make payment until and unless these affidavits are furnished by Contractor.
4.8 Contractor agrees and understands that funding limitations exist and that the
expenditure of funds must be spread over the duration of the Project at regular intervals
based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting
its first monthly Application for Payment, Contractor shall prepare and submit for Project
Manager's review and approval, a detailed Project Funding Schedule, which shall be
updated as necessary and approved by Owner to reflect approved adjustments to the
Contract Amount and Contract Time. No voluntary acceleration or early completion of
the Work shall modify the time of payments to Contractor as set forth in the approved
Project Funding Schedule.
4.9 Notwithstanding anything in the Contract Documents to the contrary, Contractor
acknowledges and agrees that in the event of a dispute concerning payments for Work
performed under this Agreement, Contractor shall continue to perform the Work
required of it under this Agreement pending resolution of the dispute provided that
Owner continues to pay Contractor all amounts that Owner does not dispute are due
and payable.
5. PAYMENTS WITHHELD.
5.1 The Project Manager may decline to approve any Application for Payment, or
portions thereof, because of subsequently discovered evidence or subsequent
inspections that reveal non-compliance with the Contract Documents. The Project
Manager may nullify the whole or any part of any approval for payment previously
issued and Owner may withhold any payments otherwise due Contractor under this
Agreement or any other agreement between Owner and Contractor, to such extent as
may be necessary in the Owner's opinion to protect it from loss because of:
(a) defective Work not remedied; (b) third party claims filed or reasonable evidence
indicating probable filing of such claims; (e) failure of Contractor to make payment
properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt
that the Work can be completed for the unpaid balance of the Contract Amount; (e)
reasonable indication that the Work will not be completed within the Contract Time; (0
unsatisfactory prosecution of the Work by the Contractor; or (g) any other material
breach of the Contract Documents by Contractor.
5.2 If any conditions described in 5.1. are not remedied or removed, Owner may,
after three (3) days written notice, rectify the same at Contractor's expense. Provided,
however, in the event of an emergency, Owner shall not be required to provide
GC-CA-I-5
Contractor any written notice prior to rectifying the situation at Contractor's expense.
Owner also may offset against any sums due Contractor the amount of any liquidated or
non-liquidated obligations of Contractor to Owner, whether relating to or arising out of
this Agreement or any other agreement between Contractor and Owner.
6. FINAL PAYMENT.
6.1 Owner shall make final payment to Contractor in accordance with Section
218.735, F.S. and the administrative procedures established by the County's
Purchasing Department and the Clerk of Court's Finance Department after the Work is
finally inspected and accepted by Project Manager as set forth with Section 20.1 herein,
provided that Contractor first, and as an explicit condition precedent to the accrual of
Contractor's right to final payment, shall have furnished Owner with a properly executed
and notarized copy of the Release and Affidavit attached as Exhibit C, as well as, a duly
executed copy of the Surety's consent to final payment and such other documentation
that may be required by the Contract Documents and the Owner. Prior to release of
final payment and final retainage, the Contractor's Representative and the Project
Manager shall jointly complete the Final Payment Checklist, a representative copy of
which is attached to this Agreement as Exhibit G.
6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and
all claims by Contractor against Owner arising out of this Agreement or otherwise
relating to the Project, except those previously made in writing in accordance with the
requirements of the Contract Documents and identified by Contractor as unsettled in its
final Application for Payment. Neither the acceptance of the Work nor payment by
Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of
Contractor hereunder or to the recovery of damages for defective Work not discovered
by the Design Professional or Project Manager at the time of final inspection.
7. SUBMITTALS AND SUBSTITUTIONS.
7.1 Contractor shall carefully examine the Contract Documents for all requirements
for approval of materials to be submitted such as shop drawings, data, test results,
schedules and samples. Contractor shall submit all such materials at its own expense
and in such form as required by the Contract Documents in sufficient time to prevent
any delay in the delivery of such materials and the installation thereof.
7.2 Whenever materials or equipment are specified or described in the Contract
Documents by using the name of a proprietary item or the name of a particular supplier,
the naming of the item is intended to establish the type, function and quality required.
Unless the name is followed by words indicating that no substitution is permitted,
materials or equipment of other suppliers may be accepted by Owner if sufficient
information is submitted by Contractor to allow the Owner to determine that the material
or equipment proposed is equivalent or equal to that named. Requests for review of
substitute items of material and equipment will not be accepted by Owner from anyone
other than Contractor and all such requests must be submitted by Contractor to Project
Manager within thirty (30) calendar days after Notice of Award is received by
Contractor, unless otherwise mutually agreed in writing by Owner and Contractor.
GC-CA-I-6
7.3 If Contractor wishes to furnish or use a substitute item of material or equipment,
Contractor shall make application to the Project Manager for acceptance thereof,
certifying that the proposed substitute shall adequately perform the functions and
achieve the results called for by the general design, be similar and of equal substance
to that specified and be suited to the same use as that specified. The application shall
state that the evaluation and acceptance of the proposed substitute will not prejudice
Contractor's achievement of substantial completion on time, whether or not acceptance
of the substitute for use in the Work will require a change in any of the Contract
Documents (or in the provisions of any other direct contract with Owner for the Project)
to adapt the design to the proposed substitute and whether or not incorporation or use
by the substitute in connection with the Work is subject to payment of any license fee or
royalty. All variations of the proposed substitute from that specified will be identified in
the application and available maintenance, repair and replacement service shall be
indicated. The application also shall contain an itemized estimate of all costs that will
result directly or indirectly from acceptance of such substitute, including costs for
redesign and claims of other contractors affected by the resulting change, all of which
shall be considered by the Project Manager in evaluating the proposed substitute. The
Project Manager may require Contractor to furnish at Contractor's expense additional
data about the proposed substitute.
7.4 If a specific means, method, technique, sequence or procedure of construction is
indicated in or required by the Contract Documents, Contractor may furnish or utilize a
substitute means, method, sequence, technique or procedure of construction
acceptable to the Project Manager, if Contractor submits sufficient information to allow
the Project Manager to determine that the substitute proposed is equivalent to that
indicated or required by the Contract Documents. The procedures for submission to
and review by the Project Manager shall be the same as those provided herein for
substitute materials and equipment.
7.5 The Project Manager shall be allowed a reasonable time within which to evaluate
each proposed substitute and, if need be, to consult with the Design Professional. No
substitute will be ordered, installed or utilized without the Project Manager's prior written
acceptance which shall be evidenced by a Change Order, a Work Directive Change, a
Field Order or an approved Shop Drawing. The Owner may require Contractor to
furnish at Contractor's expense a special performance guarantee or other surety with
respect to any substitute. The Project Manager will record time required by the Project
Manager and the Project Manager's consultants in evaluating substitutions proposed by
Contractor and making changes in the Contract Documents occasioned thereby.
Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse
Owner for the charges of the Design Professional and the Design Professional's
consultants for evaluating each proposed substitute.
8. DAILY REPORTS, AS-BUlL TS AND MEETINGS.
8.1 Unless waived in writing by Owner, Contractor shall complete and submit to
Project Manager on a weekly basis a daily log of the Contractor's work for the preceding
week in a format approved by the Project Manager. The daily log shall document all
activities of Contractor at the Project site including, but not limited to, the following:
GC-CA-I-7
8.1.1 Weather conditions showing the high and low temperatures during
work hours, the amount of precipitation received on the Project site, and any other
weather conditions which adversely affect the Work;
8.1.2 Soil conditions which adversely affect the Work;
8.1.3 The hours of operation by Contractor's and sub-Contractor's personnel;
8.1.4 The number of Contractor's and sub-Contractor's personnel present and
working at the project site, by subcontract and trade;
8.1.5 All equipment present at the Project site, description of equipment use
and designation of time equipment was used (specifically indicating any down time);
8.1.6 Description of Work being performed at the project site;
8.1.7 Any unusual or special occurrences at the Project site;
8.1.8 Materials received at the Project site;
8.1.9 A list of all visitors to the Project
8.1.10 Any problems that might impact either the cost or quality of the Work or
the time of performance.
The daily log shall not constitute nor take the place of any notice required to be given by
Contractor to Owner pursuant to the Contract Documents.
8.2 Contractor shall maintain in a safe place at the Project site one record copy of
the Contract Documents, including, but not limited to, all drawings, specifications,
addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as
well as all written interpretations and clarifications issued by the Design Professional, in
good order and annotated to show all changes made during construction. The
annotated drawings shall be continuously updated by the Contractor throughout the
prosecution of the Work to accurately reflect all field changes that are made to adapt the
Work to field conditions, changes resulting from Change Orders, Work Directive
Changes and Field Orders, and all concealed and buried installations of piping, conduit
and utility services. All buried and concealed items, both inside and outside the Project
site, shall be accurately located on the annotated drawings as to depth and in
relationship to not less than two (2) permanent features (e.g. interior or exterior wall
faces). The annotated drawings shall be clean and all changes, corrections and
dimensions shall be given in a neat and legible manner in a contrasting color. The
"As-Built" record documents, together with all approved samples and a counterpart of all
approved shop drawings shall be available to the Project Manager or Design
Professional for reference. Upon completion of the Work and as a condition precedent
to Contractor's entitlement to final payment, these "As-Built" record documents, samples
and shop drawings shall be delivered to Project Manager by Contractor for Owner.
GC-CA-I-B
8.3 Contractor shall keep all records and supporting documentation which concern or
relate to the Work hereunder for a minimum of five (5) years from the date of
termination of this Agreement or the date the Project is completed or such longer period
as may be required by law, whichever is later. Owner, or any duly authorized agents or
representatives of Owner, shall have the right to audit, inspect and copy all such
records and documentation as often as they deem necessary during the period of this
Agreement and during the document retention period noted above; provided, however,
such activity shall be conducted only during normal business hours.
9. CONTRACT TIME AND TIME EXTENSIONS.
9.1 Contractor shall diligently pursue the completion of the Work and coordinate the
Work being done on the Project by its subcontractors and material-men, as well as
coordinating its Work with all work of others at the Project Site, so that its Work or the
work of others shall not be delayed or impaired by any act or omission by Contractor.
Contractor shall be solely responsible for all construction means, methods, techniques,
sequences, and procedures, as well as coordination of all portions of the Work under
the Contract Documents, and the coordination of Owner's suppliers and contractors as
set forth in Paragraph 12.2. herein.
9.2 Should Contractor be obstructed or delayed in the prosecution of or completion
of the Work as a result of unforeseeable causes beyond the control of Contractor, and
not due to its fault or neglect, including but not restricted to acts of Nature or of the
public enemy, acts of government, fires, floods, epidemics, quarantine regulation,
strikes or lockouts, Contractor shall notify the Owner in writing within forty-eight (48)
hours after the commencement of such delay, stating the cause or causes thereof, or be
deemed to have waived any right which Contractor may have had to request a time
extension.
9.3 No interruption, interference, inefficiency, suspension or delay in the
commencement or progress of the Work from any cause whatever, including those for
which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty
to perform or give rise to any right to damages or additional compensation from Owner.
Contractor expressly acknowledges and agrees that it shall receive no damages for
delay. Contractor's sole remedy, if any, against Owner will be the right to seek an
extension to the Contract Time; provided, however, the granting of any such time
extension shall not be a condition precedent to the aforementioned "No Damage For
Delay" provision. This paragraph shall expressly apply to claims for early completion,
as well as to claims based on late completion.
9.4 In no event shall any approval by Owner authorizing Contractor to continue
performing Work under this Agreement or any payment issued by Owner to Contractor
be deemed a waiver of any right or claim Owner may have against Contractor for delay
damages hereunder.
10. CHANGES IN THE WORK.
10.1 Owner shall have the right at any time during the progress of the Work to
increase or decrease the Work. Promptly after being notified of a change, Contractor
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shall submit an itemized estimate of any cost or time increases or savings it foresees as
a result of the change. Except in an emergency endangering life or property, or as
expressly set forth herein, no addition or changes to the Work shall be made except
upon written order of Owner, and Owner shall not be liable to the Contractor for any
increased compensation without such written order. No officer, employee or agent of
Owner is authorized to direct any extra or changed work orally. Any alleged changes
must be approved by Owner in writing prior to starting such items. Owner will not be
responsible for the costs of any changes commenced without Owner's express prior
written approval. Failure to obtain such prior written approval for any changes will be
deemed: (i) a waiver of any claim by Contractor for such items and (ii) an admission by
Contractor that such items are in fact not a change but rather are part of the Work
required of Contractor hereunder.
10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be
issued and executed promptly after an agreement is reached between Contractor and
Owner concerning the requested changes. Contractor shall promptly perform changes
authorized by duly executed Change Orders. The Contract Amount and Contract Time
shall be adjusted in the Change Order in the manner as Owner and Contractor shall
mutually agree.
10.3 If Owner and Contractor are unable to agree on a Change Order for the
requested change, Contractor shall, nevertheless, promptly perform the change as
directed by Owner in a written Work Directive Change. In that event, the Contract
Amount and Contract Time shall be adjusted as directed by Owner. If Contractor
disagrees with the Owner's adjustment determination, Contractor must make a claim
pursuant to Section 11 of these General Conditions or else be deemed to have waived
any claim on this matter it might otherwise have had.
10.4 In the event a requested change results in an increase to the Contract Amount,
the amount of the increase shall be limited to the Contractor's reasonable direct labor
and material costs and reasonable actual equipment costs as a result of the change
(including allowance for labor burden costs) plus a maximum ten percent (10%) markup
for all overhead and profit. In the event such change Work is performed by a
Subcontractor, a maximum ten percent (10%) markup for all overhead and profit for all
Subcontractors' and sub-subcontractors' direct labor and material costs and actual
equipment costs shall be permitted, with a maximum five percent (5%) markup thereon
by the Contractor for all of its overhead and profit, for a total maximum markup of fifteen
percent (15%). All compensation due Contractor and any Subcontractor or
sub-subcontractor for field and home office overhead is included in the markups noted
above. Contractor's and Sub-Contractor's bond costs associated with any change order
shall be included in the overhead and profit expenses and shall not be paid as a
separate line item.
10.5 Owner shall have the right to conduct an audit of Contractor's books and records
to verify the accuracy of the Contractor's claim with respect to Contractor's costs
associated with any Change Order or Work Directive Change.
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10.6 The Project Manager shall have authority to order minor changes in the Work not
involving an adjustment to the Contract Amount or an extension to the Contract Time
and not inconsistent with the intent of the Contract Documents. Such changes may be
effected by Field Order or by other written order. Such changes shall be binding on the
Contractor.
10.7 Any modifications to this Contract shall be in compliance with the County
Purchasing Policy and Administrative Procedures in effect at the time such
modifications are authorized.
11. CLAIMS AND DISPUTES.
11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or
interpretation of the terms of the Contract Documents, payment of money, extension of
time or other relief with respect to the terms of the Contract Documents. The term
"Claim" also includes other disputes and matters in question between Owner and
Contractor arising out of or relating to the Contract Documents. The responsibility to
substantiate a Claim shall rest with the party making the Claim.
11.2 Claims by the Contractor shall be made in writing to the Project Manager within
forty-eight (48) hours from when the Contractor knew or should have known of the event
giving rise to such Claim or else the Contractor shall be deemed to have waived the
Claim. Written supporting data shall be submitted to the Project Manager within fifteen
(15) calendar days after the occurrence of the event, unless the Owner grants additional
time in writing, or else the Contractor shall be deemed to have waived the Claim. All
Claims shall be priced in accordance with the provisions of Subsection 10.4.
11.3 The Contractor shall proceed diligently with its performance as directed by the
Owner, regardless of any pending Claim, action, suit or administrative proceeding,
unless otherwise agreed to by the Owner in writing. Owner shall continue to make
payments in accordance with the Contract Documents during the pendency of any
Claim.
12. OTHER WORK.
12.1 Owner may perform other work related to the Project at the site by Owner's own
forces, have other work performed by utility owners or let other direct contracts. If the
fact that such other work is to be performed is not noted in the Contract Documents,
written notice thereof will be given to Contractor prior to starting any such other work. If
Contractor believes that such performance will involve additional expense to Contractor
or require additional time, Contractor shall send written notice of that fact to Owner and
Design professional within forty-eight (48) hours of being notified of the other work. If
the Contractor fails to send the above required forty-eight (48) hour notice, the
Contractor will be deemed to have waived any rights it otherwise may have had to seek
an extension to the Contract Time or adjustment to the Contract Amount.
12.2 Contractor shall afford each utility owner and other contractor who is a party to
such a direct contract (or Owner, if Owner is performing the additional work with
Owner's employees) proper and safe access to the site and a reasonable opportunity
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for the introduction and storage of materials and equipment and the execution of such
work and shall properly connect and coordinate its Work with theirs. Contractor shall do
all cutting, fitting and patching of the Work that may be required to make its several
parts come together properly and integrate with such other work. Contractor shall not
endanger any work of others by cutting, excavating or otherwise altering their work and
will only cut or alter their work with the written consent of the Project Manager and the
others whose work will be affected. The duties and responsibilities of Contractor under
this paragraph are for the benefit of such utility owners and other Contractors to the
extent that there are comparable provisions for the benefit of Contractor in said direct
contracts between Owner and such utility owners and other contractors.
12.3 If any part of Contractor's Work depends for proper execution or results upon the
work of any other contractor or utility owner (or Owner), Contractor shall inspect and
promptly report to Project Manager in writing any delays, defects or deficiencies in such
work that render it unavailable or unsuitable for such proper execution and results.
Contractor's failure to report will constitute an acceptance of the other work as fit and
proper for integration with Contractor's Work.
13. INDEMNIFICATION AND INSURANCE.
13.1 To the maximum extent permitted by Florida law, Contractor shall indemnify and
hold harmless Owner and its officers and employees from any and all liabilities, claims,
damages, penalties, demands, judgments, actions, proceedings, losses or costs,
including, but not limited to, reasonable attorneys' fees and paralegals' fees, whether
resulting from any claimed breach of this Agreement by Contractor or from personal
injury, property damage, direct or consequential damages, or economic loss, to the
extent caused by the negligence, recklessness, or intentional wrongful misconduct of
Contractor or anyone employed or utilized by the Contractor in the performance of this
Agreement.
13.2 The duty to defend under this Article 13 is independent and separate from the
duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the
Contractor, Owner and any indemnified party. The duty to defend arises immediately
upon presentation of a claim by any party and written notice of such claim being
provided to Contractor. Contractor's obligation to indemnify and defend under this
Article 13 will survive the expiration or earlier termination of this Agreement until it is
determined by final judgment that an action against the Owner or an indemnified party
for the matter indemnified hereunder is fully and finally barred by the applicable statute
of limitations.
13.3 Contractor shall obtain and carry, at all times during its performance under the
Contract Documents, insurance of the types and in the amounts set forth in Exhibit B to
the Agreement. Further, the Contractor shall at all times comply with all of the terms,
conditions, requirements and obligations set forth under Exhibit B.
14. COMPLIANCE WITH LAWS.
14.1 Contractor agrees to comply, at its own expense, with all federal, state and local
laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the
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Project, including but not limited to those dealing with taxation, worker's compensation,
equal employment and safety (including, but not limited to, the Trench Safety Act,
Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are
at variance therewith, it shall promptly notify Project Manager in writing. To the extent
any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain
terms in this Agreement in order for this Agreement to be enforceable, such terms shall
be deemed included in this Agreement. Notwithstanding anything in the Contract
Documents to the contrary, it is understood and agreed that in the event of a change in
any applicable laws, ordinances, rules or regulations subsequent to the date this
Agreement was executed that increases the Contractor's time or cost of performance of
the Work, Contractor is entitled to a Change Order for such increases, except to the
extent Contractor knew or should have known of such changes prior to the date of this
Agreement.
14.2 By executing and entering into this agreement, the Contractor is formally
acknowledging without exception or stipulation that it is fully responsible for complying
with the provisions of the Immigration Reform and Control Act of 1986 as located at 8
U.S.C. 1324, et seQ. and regulations relating thereto, as either may be amended.
Failure by the Contractor to comply with the laws referenced herein shall constitute a
breach of this agreement and the County shall have the discretion to unilaterally
terminate this agreement immediately.
15. CLEANUP AND PROTECTIONS.
15.1 Contractor agrees to keep the Project site clean at all times of debris, rubbish
and waste materials arising out of the Work. At the completion of the Work, Contractor
shall remove all debris, rubbish and waste materials from and about the Project site, as
well as all tools, appliances, construction equipment and machinery and surplus
materials, and shall leave the Project site clean and ready for occupancy by Owner.
15.2 Any existing surface or subsurface improvements, including, but not limited to,
pavements, curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery,
not indicated in the Contract Documents to be removed or altered, shall be protected by
Contractor from damage during the prosecution of the Work. Subject to the Section 2.3
above, any such improvements so damaged shall be restored by Contractor to the
condition equal to that existing at the time of Contractor's commencement of the Work.
16. ASSIGNMENT.
16.1 Contractor shall not assign this Agreement or any part thereof, without the prior
consent in writing of Owner. Any attempt to assign or otherwise transfer this Agreement,
or any part herein, without the Owner's consent, shall be void. If Contractor does, with
approval, assign this Agreement or any part thereof, it shall require that its assignee be
bound to it and to assume toward Contractor all of the obligations and responsibilities
that Contractor has assumed toward Owner.
17. PERMITS, LICENSES AND TAXES.
17.1 Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits
and fees, including license fees, permit fees, impact fees or inspection fees applicable
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to the Work through an internal budget transfer(s). Contractor is not responsible for
paying for permits issued by Collier County, but Contractor is responsible for acquiring
all permits. Owner may require the Contractor to deliver internal budget transfer
documents to applicable Collier County agencies when the Contractor is acquiring
permits.
17.2 All permits, fees and licenses necessary for the prosecution of the Work which
are not issued by Collier County shall be acquired and paid for by the Contractor.
17.3 Contractor shall pay all sales, consumer, use and other similar taxes associated
with the Work or portions thereof, which are applicable during the performance of the
Work.
18. TERMINATION FOR DEFAULT.
18.1 Contractor shall be considered in material default of the Agreement and such
default shall be considered cause for Owner to terminate the Agreement, in whole or in
part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under
the Contract Documents within the time specified herein; or (2) fails to properly and
timely perform the Work as directed by the Project Manager or as provided for in the
approved Progress Schedule; or (3) performs the Work unsuitably or neglects or
refuses to remove materials or to correct or replace such Work as may be rejected as
unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails
to resume Work which has been suspended within a reasonable time after being
notified to do so; or (6) becomes insolvent or is declared bankrupt, or commits any act
of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more
than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (9) fails to
obey any applicable codes, laws, ordinances, rules or regulations with respect to the
Work; or (10) materially breaches any other provision of the Contract Documents.
18.2 Owner shall notify Contractor in writing of Contractor's default(s). If Owner
determines that Contractor has not remedied and cured the default(s) within seven (7)
calendar days following receipt by Contractor of said written notice or such longer
period of time as may be consented to by Owner in writing and in its sole discretion,
then Owner, at its option, without releasing or waiving its rights and remedies against
the Contractor's sureties and without prejudice to any other right or remedy it may be
entitled to hereunder or by law, may terminate Contractor's right to proceed under the
Agreement, in whole or in part, and take possession of all or any portion of the Work
and any materials, tools, equipment, and appliances of Contractor, take assignments of
any of Contractor's subcontracts and purchase orders, and complete all or any portion
of Contractor's Work by whatever means, method or agency which Owner, in its sole
discretion, may choose.
18.3 If Owner deems any of the foregoing remedies necessary, Contractor agrees that
it shall not be entitled to receive any further payments hereunder until after the Project is
completed. All moneys expended and all of the costs, losses, damages and extra
expenses, including all management, administrative and other overhead and other
direct and indirect expenses (including Design Professional and attorneys' fees) or
damages incurred by Owner incident to such completion, shall be deducted from the
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Contract Amount, and if such expenditures exceed the unpaid balance of the Contract
Amount, Contractor agrees to pay promptly to Owner on demand the full amount of
such excess, including costs of collection, attorneys' fees (including appeals) and
interest thereon at the maximum legal rate of interest until paid. If the unpaid balance of
the Contract Amount exceeds all such costs, expenditures and damages incurred by the
Owner to complete the Work, such excess shall be paid to the Contractor. The amount
to be paid to the Contractor or Owner, as the case may be, shall be approved by the
Project Manager, upon application, and this obligation for payment shall survive
termination of the Agreement.
18.4 The liability of Contractor hereunder shall extend to and include the full amount of
any and all sums paid, expenses and losses incurred, damages sustained, and
obligations assumed by Owner in good faith under the belief that such payments or
assumptions were necessary or required, in completing the Work and providing labor,
materials, equipment, supplies, and other items therefore or re-letting the Work, and in
settlement, discharge or compromise of any claims, demands, suits, and judgments
pertaining to or arising out of the Work hereunder.
18.5 If, after notice of termination of Contractor's right to proceed pursuant to this
Section, it is determined for any reason that Contractor was not in default, or that its
default was excusable, or that Owner is not entitled to the remedies against Contractor
provided herein, then the termination will be deemed a termination for convenience and
Contractor's remedies against Owner shall be the same as and limited to those afforded
Contractor under Section 19 below.
18.6 In the event (i) Owner fails to make any undisputed payment to Contractor within
thirty (30) days after such payment is due or Owner otherwise persistently fails to fulfill
some material obligation owed by Owner to Contractor under this Agreement, and
(ii) Owner has failed to cure such default within fourteen (14) days of receiving written
notice of same from Contractor, then Contractor may stop its performance under this
Agreement until such default is cured, after giving Owner a second fourteen (14) days
written notice of Contractor's intention to stop performance under the Agreement. If the
Work is so stopped for a period of one hundred and twenty (120) consecutive days
through no act or fault of the Contractor or its Subcontractors or their agents or
employees or any other persons performing portions of the Work under contract with the
Contractor or any Subcontractor, the Contractor may terminate this Agreement by giving
written notice to Owner of Contractor's intent to terminate this Agreement. If Owner
does not cure its default within fourteen (14) days after receipt of Contractor's written
notice, Contractor may, upon fourteen (14) additional days' written notice to the Owner,
terminate the Agreement and recover from the Owner payment for Work performed
through the termination date, but in no event shall Contractor be entitled to payment for
Work not performed or any other damages from Owner.
19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION.
19.1 Owner shall have the right to terminate this Agreement without cause upon
seven (7) calendar days written notice to Contractor. In the event of such termination
for convenience, Contractor's recovery against Owner shall be limited to that portion of
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the Contract Amount earned through the date of termination, together with any
retainage withheld and reasonable termination expenses incurred, but Contractor shall
not be entitled to any other or further recovery against Owner, including, but not limited
to, damages or any anticipated profit on portions of the Work not performed.
19.2 Owner shall have the right to suspend all or any portions of the Work upon giving
Contractor not less than two (2) calendar days' prior written notice of such suspension.
If all or any portion of the Work is so suspended, Contractor's sole and exclusive
remedy shall be to seek an extension of time to its schedule in accordance with the
procedures set forth in the Contract Documents. In no event shall the Contractor be
entitled to any additional compensation or damages. Provided, however, if the ordered
suspension exceeds six (6) months, the Contractor shall have the right to terminate the
Agreement with respect to that portion of the Work which is subject to the ordered
suspension.
20. COMPLETION.
20.1 When the entire Work (or any portion thereof designated in writing by Owner) is
ready for its intended use, Contractor shall notify Project Manager in writing that the
entire Work (or such designated portion) is substantially complete. Within a reasonable
time thereafter, Owner, Contractor and Design Professional shall make an inspection of
the Work (or designated portion thereof) to determine the status of completion. If
Owner, after conferring with the Design professional, does not consider the Work (or
designated portion) substantially complete, Project Manager shall notify Contractor in
writing giving the reasons therefore. If Owner, after conferring with the Design
Professional, considers the Work (or designated portion) substantially complete, Project
Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion
which shall fix the date of Substantial Completion for the entire Work (or designated
portion thereof) and include a tentative punch-list of items to be completed or corrected
by Contractor before final payment. Owner shall have the right to exclude Contractor
from the Work and Project site (or designated portion thereof) after the date of
Substantial Completion, but Owner shall allow Contractor reasonable access to
complete or correct items on the tentative punch-list.
20.2 Upon receipt of written certification by Contractor that the Work is completed in
accordance with the Contract Documents and is ready for final inspection and
acceptance, Project Manager and Design Professional will make such inspection and, if
they find the Work acceptable and fully performed under the Contract Documents shall
promptly issue a final Certificate for Payment, recommending that, on the basis of their
observations and inspections, and the Contractor's certification that the Work has been
completed in accordance with the terms and conditions of the Contract Documents, that
the entire balance found to be due Contractor is due and payable. Neither the final
payment nor the retainage shall become due and payable until Contractor submits:
(1) Receipt of Contractor's Final Application for Payment.
(2) The Release and Affidavit in the form attached as Exhibit C.
(3) Consent of surety to final payment.
(4) Receipt of the final payment check list.
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(5) If required by Owner, other data establishing payment or satisfaction of all
obligations, such as receipts, releases and waivers of liens, arising out of
the Contract Documents, to the extent and in such form as may be
designated by Owner.
Owner reserves the right to inspect the Work and make an independent determination
as to the Work's acceptability, even though the Design Professional may have issued its
recommendations. Unless and until the Owner is completely satisfied, neither the final
payment nor the retainage shall become due and payable.
21. WARRANTY.
21.1 Contractor shall obtain and assign to Owner all express warranties given to
Contractor or any subcontractors by any subcontractor or materialmen supplying
materials, equipment or fixtures to be incorporated into the Project. Contractor warrants
to Owner that any materials and equipment furnished under the Contract Documents
shall be new unless otherwise specified, and that all Work shall be of good quality, free
from all defects and in conformance with the Contract Documents. Contractor further
warrants to Owner that all materials and equipment furnished under the Contract
Documents shall be applied, installed, connected, erected, used, cleaned and
conditioned in accordance with the instructions of the applicable manufacturers,
fabricators, suppliers or processors except as otherwise provided for in the Contract
Documents. If, within one (1) year after Substantial Completion, any Work is found to
be defective or not in conformance with the Contract Documents, Contractor shall
correct it promptly after receipt of written notice from Owner. Contractor shall also be
responsible for and pay for replacement or repair of adjacent materials or Work which
may be damaged as a result of such replacement or repair. Further, in the event of an
emergency, Owner may commence to correct any defective Work, without prior notice
to Contractor, at Contractor's expense. These warranties are in addition to those
implied warranties to which Owner is entitled as a matter of law.
21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or
another representative of the Owner, shall conduct an inspection of the warranted work
to verify compliance with the requirements of the Agreement. The Contractor's
Representative shall be present at the time of inspection and shall take remedial actions
to correct any deficiencies noted in the inspection. Failure of the Contractor to correct
the cited deficiencies shall be grounds for the Owner to disqualify the Contractor from
future bid opportunities with the Owner, in addition to any other rights and remedies
available to Owner.
22. TESTS AND INSPECTIONS.
22.1 Owner, Design Professional, their respective representatives, agents and
employees, and governmental agencies with jurisdiction over the Project shall have
access at all times to the Work, whether the Work is being performed on or off of the
Project site, for their observation, inspection and testing. Contractor shall provide
proper, safe conditions for such access. Contractor shall provide Project Manager with
timely notice of readiness of the Work for all required inspections, tests or approvals.
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22.2 If the Contract Documents or any codes, laws, ordinances, rules or regulations of
any public authority having jurisdiction over the Project requires any portion of the Work
to be specifically inspected, tested or approved, Contractor shall assume full
responsibility therefore, pay all costs in connection therewith and furnish Project
Manager the required certificates of inspection, testing or approval. All inspections,
tests or approvals shall be performed in a manner and by organizations acceptable to
the project Manager.
22.3 Contractor is responsible, without reimbursement from Owner, for re-inspection
fees and costs; to the extent such re-inspections are due to the fault or neglect of
Contractor.
22.4 If any Work that is to be inspected, tested or approved is covered without written
concurrence from the Project Manager, such work must, if requested by project
Manager, be uncovered for observation. Such uncovering shall be at Contractor's
expense unless Contractor has given Project Manager timely notice of Contractor's
intention to cover the same and project Manager has not acted with reasonable
promptness to respond to such notice. If any Work is covered contrary to written
directions from Project Manager, such Work must, if requested by Project Manager, be
uncovered for Project Manager's observation and be replaced at Contractor's sole
expense.
22.5 The Owner shall charge to Contractor and may deduct from any payments due
Contractor all engineering and inspection expenses incurred by Owner in connection
with any overtime work. Such overtime work consisting of any work during the
construction period beyond the regular eight (8) hour day and for any work performed
on Saturday, Sunday or holidays.
22.6 Neither observations nor other actions by the Project Manager or Design
Professional nor inspections, tests or approvals by others shall relieve Contractor from
Contractor's obligations to perform the Work in accordance with the Contract
Documents.
23. DEFECTIVE WORK.
23.1 Work not conforming to the requirements of the Contract Documents or any
warranties made or assigned by Contractor to Owner shall be deemed defective Work.
If required by Project Manager, Contractor shall as directed, either correct all defective
Work, whether or not fabricated, installed or completed, or if the defective Work has
been rejected by Project Manager, remove it from the site and replace it with non-
defective Work. Contractor shall bear all direct, indirect and consequential costs of
such correction or removal (including, but not limited to fees and charges of engineers,
architects, attorneys and other professionals) made necessary thereby, and shall hold
Owner harmless for same.
23.2 If the Project Manager considers it necessary or advisable that covered Work be
observed by Design Professional or inspected or tested by others and such Work is not
otherwise required to be inspected or tested, Contractor, at Project Manager's request,
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shall uncover, expose or otherwise make available for observation, inspection or tests
as Project Manager may require, that portion of the Work in question, furnishing all
necessary labor, material and equipment. If it is found that such Work is defective,
Contractor shall bear all direct, indirect and consequential costs of such uncovering,
exposure, observation, inspection and testing and of satisfactory reconstruction
(including, but not limited to, fees and charges of engineers, architects, attorneys and
other professionals), and Owner shall be entitled to an appropriate decrease in the
Contract Amount. If, however, such Work is not found to be defective, Contractor shall
be allowed an increase in the Contract Amount and/or an extension to the Contract
Time, directly attributable to such uncovering, exposure, observation, inspection, testing
and reconstruction.
23.3 If any portion of the Work is defective, or if Contractor fails to supply sufficient
skilled workers, suitable materials or equipment or fails to finish or perform the Work in
such a way that the completed Work will conform to the Contract Documents, Project
Manager may order Contractor to stop the Work, or any portion thereof, until the cause
for such order has been eliminated. The right of Project Manager to stop the Work
shall be exercised, if at all, solely for Owner's benefit and nothing herein shall be
construed as obligating the Project Manager to exercise this right for the benefit of
Design Engineer, Contractor, or any other person.
23.4 Should the Owner determine, at its sole opinion, it is in the Owner's best interest
to accept defective Work, the Owner may do so. Contractor shall bear all direct, indirect
and consequential costs attributable to the Owner's evaluation of and determination to
accept defective Work. If such determination is rendered prior to final payment, a
Change Order shall be executed evidencing such acceptance of such defective Work,
incorporating the necessary revisions in the Contract Documents and reflecting an
appropriate decrease in the Contract Amount. If the Owner accepts such defective
Work after final payment, Contractor shall promptly pay Owner an appropriate amount
to adequately compensate Owner for its acceptance of the defective Work.
23.5 If Contractor fails, within a reasonable time after the written notice from Project
Manager, to correct defective Work or to remove and replace rejected defective Work
as required by Project Manager or Owner, or if Contractor fails to perform the Work in
accordance with the Contract Documents, or if Contractor fails to comply with any of the
provisions of the Contract Documents, Owner may, after seven (7) days written notice
to Contractor, correct and remedy any such deficiency. Provided, however, Owner shall
not be required to give notice to Contractor in the event of an emergency. To the extent
necessary to complete corrective and remedial action, Owner may exclude Contractor
from any or all of the Project site, take possession of all or any part of the Work, and
suspend Contractor's services related thereto, take possession of Contractor's tools,
appliances, construction equipment and machinery at the Project site and incorporate in
the Work all materials and equipment stored at the Project site or for which Owner has
paid Contractor but which are stored elsewhere.
Contractor shall allow Owner, Design Professional and their respective representatives,
agents, and employees such access to the Project site as may be necessary to enable
Owner to exercise the rights and remedies under this paragraph. All direct, indirect and
consequential costs of Owner in exercising such rights and remedies shall be charged
GC-CA-I-19
against Contractor, and a Change Order shall be issued, incorporating the necessary
revisions to the Contract Documents, including an appropriate decrease to the Contract
Amount. Such direct, indirect and consequential costs shall include, but not be limited
to, fees and charges of engineers, architects, attorneys and other professionals, all
court costs and all costs of repair and replacement of work of others destroyed or
damaged by correction, removal or replacement of Contractor's defective Work.
Contractor shall not be allowed an extension of the Contract Time because of any delay
in performance of the Work attributable to the exercise by Owner of Owner's rights and
remedies hereunder.
24. SUPERVISION AND SUPERINTENDENTS.
24.1 Contractor shall plan, organize, supervise, schedule, monitor, direct and control
the Work competently and efficiently, devoting such attention thereto and applying such
skills and expertise as may be necessary to perform the Work in accordance with the
Contract Documents. Contractor shall be responsible to see that the finished Work
complies accurately with the Contract Documents. Contractor shall keep on the Work at
all times during its progress a competent resident superintendent, who shall be subject
to Owner's approval and not be replaced without prior written notice to Project Manager
except under extraordinary circumstances. The superintendent shall be employed by
the Contractor and be the Contractor's representative at the Project site and shall have
authority to act on behalf of Contractor. All communications given to the superintendent
shall be as binding as if given to the Contractor. Owner shall have the right to direct
Contractor to remove and replace its Project superintendent, with or without cause.
Attached to the Agreement as Exhibit N is a list identifying Contractor's Project
Superintendent and all of Contractor's key personnel who are assigned to the Project;
such identified personnel shall not be removed without Owner's prior written approval,
and if so removed must be immediately replaced with a person acceptable to Owner.
24.2 Contractor shall have a competent superintendent on the project at all times
whenever contractor's work crews, or work crews of other parties authorized by the
Project Manager are engaged in any activity whatsoever associated with the Project.
Should the Contractor fail to comply with the above condition, the Project Manager
shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient
moneys to account for the Owner's loss of adequate project supervision, not as a
penalty, but as liquidated damages, separate from the liquidated damages described in
Section 5.B, for services not rendered.
25. PROTECTION OF WORK.
25.1 Contractor shall fully protect the Work from loss or damage and shall bear the
cost of any such loss or damage until final payment has been made. If Contractor or
anyone for whom Contractor is legally liable for is responsible for any loss or damage
to the Work, or other work or materials of Owner or Owner's separate contractors,
Contractor shall be charged with the same, and any moneys necessary to replace such
loss or damage shall be deducted from any amounts due Contractor.
GC-CA-I-20
25.2 Contractor shall not load nor permit any part of any structure to be loaded in any
manner that will endanger the structure, nor shall Contractor subject any part of the
Work or adjacent property to stresses or pressures that will endanger it.
25.3 Contractor shall not disturb any benchmark established by the Owner or Design
Professional with respect to the Project. If Contractor, or its subcontractors, agents or
anyone for whom Contractor is legally liable, disturbs the Owner or Design
Professional's benchmarks, Contractor shall immediately notify Project Manager and
Design Professional. The Owner or Design Professional shall re-establish the
benchmarks and Contractor shall be liable for all costs incurred by Owner associated
therewith.
26. EMERGENCIES.
26.1 In the event of an emergency affecting the safety or protection of persons or the
Work or property at the Project site or adjacent thereto, Contractor, without special
instruction or authorization from Owner or Design Professional is obligated to act to
prevent threatened damage, injury or loss. Contractor shall give Project Manager
written notice within forty-eight (48) hours after Contractor knew or should have known
of the occurrence of the emergency, if Contractor believes that any significant changes
in the Work or variations from the Contract Documents have been caused thereby.
If the Project Manager determines that a change in the Contract Documents is required
because of the action taken in response to an emergency, a Change Order shall be
issued to document the consequences of the changes or variations. If Contractor fails
to provide the forty-eight (48) hour written notice noted above, the Contractor shall be
deemed to have waived any right it otherwise may have had to seek an adjustment to
the Contract Amount or an extension to the Contract Time.
27. USE OF PREMISES.
27.1 Contractor shall maintain all construction equipment, the storage of materials and
equipment and the operations of workers to the Project site and land and areas
identified in and permitted by the Contract Documents and other lands and areas
permitted by law, rights of way, permits and easements, and shall not unreasonably
encumber the Project site with construction equipment or other material or equipment.
Contractor shall assume full responsibility for any damage to any such land or area, or
to the owner or occupant thereof, or any land or areas contiguous thereto, resulting from
the performance of the Work.
28. SAFETY.
28.1 Contractor shall be responsible for initiating, maintaining and supervising all
safety precautions and programs in connection with the Work. Contractor shall take all
necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
GC-CA-I-21
28.1.1 All employees on or about the project site and other persons and/or
organizations who may be affected thereby;
28.1.2 All the Work and materials and equipment to be incorporated therein,
whether in storage on or off the Project site; and
28.1.3 Other property on Project site or adjacent thereto, including trees,
shrubs, walks, pavements, roadways, structures, utilities and any underground
structures or improvements not designated for removal, relocation or replacement in the
Contract Documents.
28.2 Contractor shall comply with all applicable codes, laws, ordinances, rules and
regulations of any public body having jurisdiction for the safety of persons or property or
to protect them from damage. injury or loss. Contractor shall erect and maintain all
necessary safeguards for such safety and protection. Contractor shall notify owners of
adjacent property and of underground structures and improvements and utility owners
when prosecution of the Work may affect them, and shall cooperate with them in the
protection, removal, relocation or replacement of their property. Contractor's duties and
responsibilities for the safety and protection of the Work shall continue until such time
as the Work is completed and final acceptance of same by Owner has occurred.
28.3. Contractor shall designate a responsible representative located on a full time
basis at the Project site whose duty shall be the prevention of accidents. This person
shall be Contractor's superintendent unless otherwise designated in writing by
Contractor to Owner.
28.4 Alcohol, drugs and all illegal substances are strictly prohibited on any Owner
property. All employees of Contractor, as well as those of all subcontractors and those
of any other person or entity for whom Contractor is legally liable (collectively referred to
herein as "Employees"), shall not possess or be under the influence of any such
substances while on any Owner property. Further, Employees shall not bring on to any
Owner property any gun, rifle or other firearm, or explosives of any kind.
28.5 Contractor acknowledges that the Work may be progressing on a Project site
which is located upon or adjacent to an existing Owner facility. In such event,
Contractor shall comply with the following:
28.5.1
All Owner facilities are smoke free. Smoking is strictly prohibited;
28.5.2 All Employees shall be provided an identification badge by
Contractor. Such identification badge must be prominently displayed on the outside of
the Employees' clothing at all times. All Employees working at the Project site must log
in and out with the Contractor each day;
28.5.3 Contractor shall strictly limit its operations to the designated work
areas and shall not permit any Employees to enter any other portions of Owner's
property without Owner's expressed prior written consent;
GC-CA-I-22
28.5.4 All Employees are prohibited from distributing any papers or other
materials upon Owner's property, and are strictly prohibited from using any of Owner's
telephones or other office equipment;
28.5.5 All Employees shall at all times comply with the OSHA regulations
with respect to dress and conduct at the Project site. Further, all Employees shall
comply with the dress, conduct and facility regulations issued by Owner's officials
onsite, as said regulations may be changed from time to time;
28.5.6 All Employees shall enter and leave Owner's facilities only through
the ingress and egress points identified in the site utilization plan approved by Owner or
as otherwise designated, from time to time, by Owner in writing;
28.5.7 When requested, Contractor shall cooperate with any ongoing
Owner investigation involving personal injury, economic loss or damage to Owner's
facilities or personal property therein;
28.5.8 The Employees may not solicit, distribute or sell products while on
Owner's property. Friends, family members or other visitors of the Employees are not
permitted on Owner's property; and
28.5.9 At all times, Contractor shall adhere to Owner's safety and security
regulations, and shall comply with all security requirements at Owner's facilities, as said
regulations and requirements may be modified or changed by Owner from time to time.
29. PROJECT MEETINGS.
Prior to the commencement of Work, the Contractor shall attend a pre-construction
conference with the project Manager, Design Professional and others as appropriate to
discuss the Progress Schedule, procedures for handling shOp drawings and other
submittals, and for processing Applications for Payment, and to establish a working
understanding among the parties as to the Work. During the prosecution of the Work,
the Contractor shall attend any and all meetings convened by the Project Manager with
respect to the Project, when directed to do so by Project Manager or Design
Professional. The Contractor shall have its subcontractors and suppliers attend all such
meetings (including the pre-construction conference) as may be directed by the Project
Manager.
30. VENDOR PERFORMANCE EVALUATION
Owner has implemented a Vendor Performance Evaluation System for all contracts
awarded in excess of $25,000. To this end, vendors will be evaluated on their
performance upon completion/termination of this Agreement.
31. MAINTENANCE OF TRAFFIC POLICY
For all projects that are conducted within a Collier County Right-of-Way, the Contractor
shall provide and erect Traffic Control Devices as prescribed in the current edition of the
GC-CA-I-23
Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local
roadways and as prescribed in the Florida Department of Transportations Design
Standards (DS), where applicable on state roadways. These projects shall also comply
with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by
reference. Copies are available through Risk Management and/or Purchasing
Departments and available on-line at colliergov.netlpurchasing.
The Contractor will be responsible for obtaining copies of all required manuals, MUTCD,
FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to
become familiar with their requirements. Strict adherence to the requirements of the
Maintenance of Traffic ("MOT") policy will be enforced under this Contract.
All costs associated with the Maintenance of Traffic shall be included on the line item on
the bid page. If MOT is required, MOT is to be provided within ten (10) days of receipt
of Notice of Award.
32. SALES TAX SAVINGS AND DIRECT PURCHASE
32.1 Contractor shall pay all sales, consumer, use and other similar taxes associated
with the Work or portions thereof, which are applicable during the performance of the
Work. No markup shall be applied to sales tax. Additionally, as directed by Owner and
at no additional cost to Owner, Contractor shall comply with and fully implement the
sales tax savings program with respect to the Work, as set forth in section 32.2 below:
32.2 Notwithstanding anything herein to the contrary, because Owner is exempt from
sales tax and may wish to generate sales tax savings for the Project, Owner reserves
the right to make direct purchases of various construction materials and equipment
included in the Work ("Direct Purchase"). Contractor shall prepare purchase orders to
vendors selected by Contractor, for execution by Owner, on forms provided by Owner.
Contractor shall allow two weeks for execution of all such purchase orders by Owner.
Contractor represents and warrants that it will use its best efforts to cooperate with
Owner in implementing this sales tax savings program in order to maximize cost
savings for the Project. Adjustments to the Contract Amount will be made by
appropriate Change Orders for the amounts of each Owner Direct Purchase, plus the
saved sales taxes. A Change Order shall be processed promptly after each Direct
Purchase, or group of similar or related Direct Purchases, unless otherwise mutually
agreed upon between Owner and Contractor. With respect to all Direct Purchases by
Owner, Contractor shall remain responsible for coordinating, ordering, inspecting,
accepting delivery, storing, handling, installing, warranting and quality control for all
Direct Purchases. Notwithstanding anything herein to the contrary, Contractor
expressly acknowledges and agrees that all Direct Purchases shall be included within
and covered by Contractor's warranty to Owner to the same extent as all other
warranties provided by Contractor pursuant to the terms of the Contract Documents. In
the event Owner makes a demand against Contractor with respect to any Direct
Purchase and Contractor wishes to make claim against the manufacturer or supplier of
such Direct Purchase, upon request from Contractor Owner shall assign to Contractor
any and all warranties and Contract rights Owner may have from any manufacturer or
supplier of any such Direct Purchase by Owner.
GC-CA-I-24
32.3 Bidder represents and warrants that it is aware of its statutory responsibilities for
sale tax under Chapter 212, Florida Statutes, and for its responsibilities for Federal
excise taxes.
33. SUBCONTRACTS
33.1 Contractor shall review the design and shall determine how it desires to divide
the sequence of construction activities. Contractor will determine the breakdown and
composition of bid packages for award of subcontracts, based on the current Project
Milestone Schedule, and shall supply a copy of that breakdown and composition to
Owner and Design Professional for their review and approval prior to submitting its first
Application for Payment. Contractor shall take into consideration such factors as
natural and practical lines of severability, sequencing effectiveness, access and
availability constraints, total time for completion, construction market conditions,
availability of labor and materials, community relations and any other factors pertinent to
saving time and costs.
33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying
or providing any portion of the Work pursuant to a contract with Contractor. Contractor
shall be solely responsible for and have control over the Subcontractors. Contractor
shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests
for Proposal, with all affected Subcontractors and shall review the costs of those
proposals and advise Owner and Design Professional of their validity and
reasonableness, acting in Owner's best interest, prior to requesting approval of any
Change Order from Owner. All Subcontractors performing any portion of the Work on
this Project must be "qualified" as defined in Collier County Ordinance 87-25, meaning a
person or entity that has the capability in all respects to perform fully the Agreement
requirements with respect to its portion of the Work and has the integrity and reliability
to assure good faith performance.
33.3 In addition to those Subcontractors identified in Contractor's bid that were
approved by Owner, Contractor also shall identify any other Subcontractors, including
their addresses, licensing information and phone numbers, it intends to utilize for the
Project prior to entering into any subcontract or purchase order and prior to the
Subcontractor commencing any work on the Project. The list identifying each
Subcontractor cannot be modified, changed, or amended without prior written approval
from Owner. Any and all Subcontractor work to be self-performed by Contractor must
be approved in writing by Owner in its sole discretion prior to commencement of such
work. Contractor shall continuously update that Subcontractor list, so that it remains
current and accurate throughout the entire performance of the Work.
33.4 Contractor shall not enter into a subcontract or purchase order with any
Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not
be required to contract with anyone it reasonably objects to. Contractor shall keep on
file a copy of the license for every Subcontractor and sub-subcontractor performing any
portion of the Work, as well as maintain a log of all such licenses. All subcontracts and
purchase orders between Contractor and its Subcontractors shall be in writing and are
subject to Owner's approval. Further, unless expressly waived in writing by Owner, all
GC-CA-I-25
subcontracts and purchase orders shall (1) require each Subcontractor to be bound to
Contractor to the same extent Contractor is bound to Owner by the terms of the
Contract Documents, as those terms may apply to the portion of the Work to be
performed by the Subcontractor, (2) provide for the assignment of the subcontract or
purchase order from Contractor to Owner at the election of Owner upon termination of
Contractor, (3) provide that Owner will be an additional indemnified party of the
subcontract or purchase order, (4) provide that Owner, Collier County Government, will
be an additional insured on all liability insurance policies required to be provided by the
Subcontractor except workman's compensation and business automobile policies, (5)
assign all warranties directly to Owner, and (6) identify Owner as an intended third-party
beneficiary of the subcontract or purchase order. Contractor shall make available to
each proposed Subcontractor, prior to the execution of the subcontract, copies of the
Contract Documents to which the Subcontractor will be bound. Each Subcontractor
shall similarly make copies of such documents available to its sub-subcontractors.
33.5 Each Subcontractor performing work at the Project Site must agree to provide
field (on-site) supervision through a named superintendent for each trade (e.g., general
concrete forming and placement, masonry, mechanical, plumbing, electrical and
roofing) included in its subcontract or purchase order. In addition, the Subcontractor
shall assign and name a qualified employee for scheduling direction for its portion of the
Work. The supervisory employees of the Subcontractor (including field superintendent,
foreman and schedulers at all levels) must have been employed in a supervisory
(leadership) capacity of substantially equivalent level on a similar project for at least two
years within the last five years. The Subcontractor shall include a resume of experience
for each employee identified by it to supervise and schedule its work.
33.6 Unless otherwise expressly waived by Owner in writing, all subcontracts and
purchase orders shall provide:
33.6.1 That the Subcontractor's exclusive remedy for delays in the
performance of the subcontract or purchase order caused by events beyond its control,
including delays claimed to be caused by Owner or Design Professional or attributable
to Owner or Design Professional and including claims based on breach of contract or
negligence, shall be an extension of its contract time.
33.6.2 In the event of a change in the work, the Subcontractor's claim for
adjustments in the contract sum are limited exclusively to its actual costs for such
changes plus no more than 10% for overhead and profit.
33.6.3 The subcontract or purchase order, as applicable, shall require the
Subcontractor to expressly agree that the foregoing constitute its sole and exclusive
remedies for delays and changes in the Work and thus eliminate any other remedies for
claim for increase in the contract price, damages, losses or additional compensation.
Further, Contractor shall require all Subcontractors to similarly incorporate the terms of
this Section 33.6 into their sub-subcontracts and purchase orders.
33.6.4 Each subcontract and purchase order shall require that any claims by
Subcontractor for delay or additional cost must be submitted to Contractor within the
GC-CA-I-26
time and in the manner in which Contractor must submit such claims to Owner, and that
failure to comply with such conditions for giving notice and submitting claims shall result
in the waiver of such claims.
34. CONSTRUCTION SERVICES
34.1 Contractor shall maintain at the Project site, originals or copies of,
on a current basis, all Project files and records, including, but not limited to, the following
administrative records:
34.1.1
34.1.2
34.1.3
34.1.4
34.1.5
34.1.6
34.1.7
34.1.8
34.1.9
34.1.10
34.1.11
34.1.12
34.1.13
34.1.14
34.1.15
34.1.16
34.1.17
34.1.18
34.1.19
34.1.20
34.1.21
34.1.22
34.1.23
34.1.24
34.1.25
34.1.26
34.1.27
34.1.28
34.1.29
34.1.30
34.1.31
34.1.32
subcontracts and Purchase Orders
Subcontractor Licenses
Shop Drawing submittal/Approval Logs
Equipment Purchase/Delivery Logs
Contract Drawings and Specifications with Addenda
Warranties and Guarantees
Cost Accounting Records
Labor Costs
Material Costs
Equipment Costs
Cost Proposal Request
Payment Request Records
Meeting Minutes
cost-Estimates
Bulletin Quotations
Lab Test Reports
Insurance Certificates and Bonds
Contract Changes
Permits
Material Purchase Delivery Logs
Technical Standards
Design Handbooks
"As-Built" Marked Prints
Operating & Maintenance Instruction
Daily Progress Reports
Monthly progress Reports
Correspondence Files
Transmittal Records
Inspection Reports
Punch Lists
PMIS Schedule and Updates
Suspense (Tickler) Files of outstanding
Requirements
The Project files and records shall be available at all times to Owner and Design
professional or their designees for reference, review or copying.
GC-CA-I-27
34.2 Contractor Presentations
At the discretion of the County, the Contractor may be required to provide a brief update
on the Project to the Collier County Board of County Commissioners, "Board", up to two
(2) times per contract term. Presentations shall be made in a properly advertised Public
Meeting on a schedule to be determined by the County Manager or his designee. Prior
to the scheduled presentation date, the Contractor shall meet with appropriate County
staff to discuss the presentation requirements and format. Presentations may include,
but not be limited to, the following information: Original contract amount, project
schedule, project completion date and any changes to the aforementioned since Notice
to Proceed was issued.
35. SECURITY
If required, Contractor shall be responsible for the costs of providing background checks
and drug testing for all employees that shall provide services to the County under this
Agreement. This may include, but not be limited to, checking federal, state and local
law enforcement records, including a state and FBI fingerprint check, credit reports,
education, residence and employment verifications and other related records.
Contractor shall be required to maintain records on each employee and make them
available to the County for at least four (4) years.
36. VENUE
Any suit or action brought by either party to this Agreement against the other party
relating to or arising out of this Agreement must be brought in the appropriate federal or
state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction
on all such matters.
37. VALUE ENGINEERING
All projects with an estimated cost of $10 million or more shall be reviewed for
consideration of a Value Engineering (VE) study conducted during project development.
A "project" shall be defined as the collective contracts, which may include but not be
limited to: design, construction, and construction, engineering and inspection (CEI)
services. Additionally, any project with an estimated construction value of $2 million or
more may be reviewed for VE at the discretion of the County.
38. ABOVEGROUND/UNDERGROUND TANKS
An underground 62-761, Florida Administrative Code (FAC.) or aboveground 62-762,
F.A.C. regulated tank requires notification to the 'County' prior to installation or closure
of the tank. The Pollution Control Department (239-252-2502), via contract GC-690
with the Florida Department of Environmental Protection (FDEP), is the County (local
program) for the purposes of these rules.
Regulated tanks require notification to the 'county' local program thirty (30) days prior to
installation and again forty-eight (48) hours prior to commencement of the installation.
GC-CA-I-28
Closure activities require a ten (10) day notification and then a forty-eight (48) hour
notification prior to commencement. The notification is to allow for scheduling of the
inspections pertaining to the installation/closure activities. A series of inspections will
be scheduled based upon system design after discussing the project with the
contractor/project manager. Specifics on applicability, exemptions, and requirements
for regulated pollutant storage tank systems can be found in 62-761, FAC. and 62-762,
FAC. or you may contact the Pollution Control Department with your questions.
Please note that equipment must be listed on the FDEP approved equipment list and
will be verified at inspection along with installation and testing procedures. The
approved equipment list is constantly updated and can be found at the FDEP Storage
Tank Regulation website along with rules, forms and other applicable information.
39. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR,
EMPLOYEES.
The Contractor shall employ people to work on Owner's projects who are neat, clean,
well-groomed and courteous. Subject to the Americans with Disabilities Act, Contractor
shall supply competent employees who are physically capable of performing their
employment duties. The Owner may require the Contractor to remove an employee it
deems careless, incompetent, insubordinate or otherwise objectionable and whose
continued employment on Owner's projects is not in the best interest of the County.
GC-CA-I-29
EXHIBIT I
SUPPLEMENTAL TERMS AND CONDITIONS
1. The County may, at its discretion, use VISNMASTER card credit network as a
payment vehicle for goods and/or services purchased as a part of this contract.
GC-CA-I-30
EXHIBIT J
TECHNICAL SPECIFICATIONS
Provided In Separate File
GC-CA-J-1
EXHIBIT J
TECHNICAL SPECIFICATIONS
PROJECT:
LEL Y MAIN CANAL EXTENSION
LASIP IMPROVEMENTS
ABB PROJECT NUMBER 7599-2
PREPARED FOR:
COLLIER COUNTY TRANSPORTATION DIVISION
ROAD MAINTENANCE DEPARTMENT
STORMWATER SECTION
2885 SOUTH HORSESHOE DRIVE
NAPLES, FL 34104
ENGINEER:
AGNOLI, BARBER & BRUNDAGE, INC.
7400 TAMIAMI TRAIL NORTH, SUITE 200
NAPLES, FL 34108
Telephone (239) 597-3 111
Fax (239) 566-2203
DATE:
December 2009
TABLE OF CONTENTS
EXHffiIT J
TECHNICAL SPECIFICATIONS
Page
SECTION I SPECIAL CONDITIONS ................................................................................1
1. GENERAL ....................................................................................................1
SECTION 2 SITE WORK....................................................................................................3
1. CLEARING AND GRUBBING.....................................................................3
11. EARTHWORK..............................................................................................3
111. SEEDING/MULCHING/SODDING..... ................................. ..... ........ ....... ....4
IV. EXCAVATION AND BACKFILL FOR UTILITY SYSTEMS .....................5
SECTION 3 PAVING ........................................................................................................II
1. STABILIZED SUB-GRADE/LIMEROCK BASE .......................................11
11. PRlME/T ACK COA TS................................................................................12
Ill. ASPHALTIC CONCRETE SURFACE COURSE........................................12
IV. CONCRETE CURBS/GUTTERS ............................ ....................................13
V. PAVEMENT MARKINGS ..........................................................................16
VI. CONCRETE PARKING LOT PAVING ......................................................16
SECTION 4 DRAINAGE ..................................................................................................22
1. STORM SEWERS/STRUCTURES .............................................................22
11. SW ALE EXCAVATION .............................................................................25
SECTION 5 CONCRETE ..................................................................................................27
I. GENERAL ................................ ..................................................................27
Exhibit J Table of Contents - Specifications Index
I
SECTION 6 GEOWEB LOAD SUPPORT SYSTEM ......................................................29
SECTION 7 MEASUREMENT AND PAYMENT ............................................................40
SECTION 6 GEOWEB LOAD SUPPORT SYSTEM ......................................................29
SECTION 7 MEASUREMENT AND PAYMENT ............................................................40
Exhibit J Table of Contents - Specifications Index
ii
EXHmIT J
TECHNICAL SPECIFICATIONS
SECTION 1 SPECIAL CONDITIONS
I. GENERAL
A. Be~inning Work
The Contractor shall notifY the Engineer, the Utility Department and any and all utility companies
of his intention to begin work, not less than 5 days in advance of the date on which he proposes to
begin construction.
B. Suspension of Work
The Contractor shall not suspend operations or remove equipment or materials necessary for the
completion of the work without the permission ofthe Engineer. The Engineer shall have the
authority to suspend the work, wholly or in part, for such period or periods as may be deemed
necessary, due to the failure on the part of the Contractor to carry out orders given or to comply
with any or all provisions ofthe contract. Such suspension shall be ordered in writing, giving in
detail the reasons for the suspension.
If for any reason it should become necessary to stop work for an indefmite period, the Contractor
shall store all materials in such manner that they will not obstruct or impede the traveling public
unnecessarily, not become damaged in any way, and he shall take every reasonable precaution to
prevent damage to or deterioration of the work performed, shall provide suitable drainage of the
roadway by opening ditches, shoulder drains, etc., and shall provide any temporary structures
necessary for public travel or convenience.
C. Night Work
In general, all work shall be performed during daylight hours. For special operations, night work
may be done if so authorized in writing and appropriate governmental approvals are obtained. No
night work shall be performed unless adequate artificial lighting has been provided and has been
approved.
D. Sequence of Operation
The Contractor shall not open up work to the prejudice of work already started, and the Engineer
may require the Contractor to fmish a section on which work is in progress before work is started
on any additional section.
E. Drainage
The Contractor shall so conduct his operations and maintain the work in such condition that
Exhibit J Section I Special Conditions
I
adequate drainage will be in effect at all times. Existing functioning storm sewers, gutters,
ditches, and other run-off facilities shall not be obstructed.
F. Hvdrants
Fire hydrants on or adjacent to the roadway shall be kept accessible to fire apparatus at all times
and no material or obstruction shall be placed within I 5-feet of any such hydrant.
G. Barricades and Protection of Work
The Contractor shall protect his work throughout its length by the erection of suitable barricades
where required. He shall further indicate this work at night by the maintenance of suitable lights
or flares, especially along or across thoroughfares. Wherever it is necessary to cross a public
walk, he shall provide a suitable safe walkway. He shall also comply with all laws or ordinances
covering the protection of such work and the safety measures to be employed therein. The
Contractor shall carry out his work so as not to deny access to private property. All utility access
manholes, valves, fife hydrants and letter boxes shall be kept accessible at all times.
H. Use ofExolosives
No blasting shall be done except upon approval by the Owner and the governmental agency or
political subdivision having jurisdiction. When the use of explosives is approved by the Owner as
necessary for the execution ofthe work, the Contractor shall use the utmost care so as not to
endanger life or property, and assume responsibility for any such damage resulting from his
blasting operations, and whenever directed, the number and size of the charges shall be reduced.
All explosives shall be stored in a secure manner and all such storage places shall be marked
clearly, "DANGEROUS EXPLOSIVES" and shall be in care of competent watchmen. All permits
required for the use of explosives shall be obtained by the Contractor at his expense. All re-
quirements of the governmental agency issuing permit shall be observed.
I. Collier County Utilities Standards Manual
Water utilities, sewer utilities, and reclaimed water utilities shall be in accordance with the Collier
County Utilities Standards Manual, latest edition. A copy of the manual is available on the Collier
County Utilities website.
J. Phase B Milestone Disincentive
The COUNTY desires to expedite construction of Phase B of this Contract to minimize the
inconvenience to the Royal Palm Golf Club and to reduce the time of construction for Phase B. In
order to achieve this, a Milestone Disincentive provision is established for this Contract.
For the purpose ofthis Contract, Phase A is generally described as all work within the existing canal
right-of-way and easements, staging area, and access pathway off of Rattlesnake Hammock Road.
Phase B is generally described as the rebuilding, removal in various locations, and repositioning of the
Exhibit J Section 1 Special Conditions
2
cart path/access road over and upon the 12th and 13th fairway of the Royal Palm Golf Course running
from approximately station 41 +25 to station 53+57 ofthe plans.
Contractor shall schedule all construction activity for Phase B to cornmence no sooner than May 24,
2010. The Royal Palm Golf Club will close the applicable fairways from normal play during this
phase of construction and direct patrons around the construction site. Contractor shall complete this
phase of construction by June 14, 2010. In the event that the Contractor does not obtain fmal
completion of Phase B on or before June 14, 2010, the County will charge the Contractor $715 per
day for each day beyond June 14,2010 until fmal completion for Phase B is obtained subject to the
conditions precedent set forth below.
The Contract Days as used in this Article will mean the number of calendar days established for
completion of the work in the Contract on the date the Contract was executed. The term "calendar
day" as used in this Article will mean every day shown on the calendar. Calendar days will be
consecutively counted from June 14, 2010 regardless of weather, weekends, holidays, suspensions of
CONTRACTOR'S operations, delays, or other events as described herein. For purposes of
calculation and determination of the amount of disincentive stated above, the Contract Time will not
be adjusted for any reason cause or circumstance whatsoever, regardless offault, save and except in
the instance of a catastrophic event (i.e. hurricane or a declared state of emergency).
The parties anticipate that delays may be caused by or arise from a number of events during the
course of the Contract including but not limited to, work performed, work deleted, change orders,
field change orders, field directive changes, delays, disruptions, differing site conditions, utility
conflicts, design changes or defects, time extensions, extra work, easement issues, permitting issues,
actions of suppliers, subcontractors, or other contractors, actions by third parties, shop drawing
approval process delays, expansion of physical limits of project to make it functional, weather,
weekends, holidays, suspensions of CONTRACTORS operations, or other such events, forces, or
factors sometimes experienced in cart path/access road construction work. Such delays or events and
their potential impacts on performance by the CONTRACTOR are specifically contemplated and
acknowledged by the parties entering into this Contract, and shall not extend the June 14th final
completion date for the purposes of calculation of the disincentive set forth above. Further, any and
all costs or impacts whatsoever incurred by the CONTRACTOR in accelerating the
CONTRACTOR'S work to overcome or absorb such delays or events in an effort to complete Phase
B prior to the expiration date of June 14,2010, regardless of whether the Contractor successfully
does so or not, shall be the sole responsibility of the CONTRACTOR in every instance.
In the event of a catastrophic event (i.e. hurricane or a declared state of emergency) directly and
substantially affecting the CONTRACTOR'S operations on the Contract, the CONTRACTOR and
the COUNTY shall agree as to the number of Calendar Days to extend the contract time so that such
extended time will be used in the calculation of the disincentive. In the event the CONTRACTOR
and COUNTY are unable to agree to the number of calendar days to extend the contract time, the
COUNTY will unilaterally determine the number of calendar days to extend the contract time
reasonably necessary and due solely to such catastrophic event and the CONTRACTOR will have no
right whatsoever to contest such determination, save and except that the CONTRACTOR establishes
that the number of days established by the COUNTY were arbitrary or without any reasonable basis.
Exhibit J Section 1 Special Conditions
3
The CONTRACTOR shall have no rights under the Contract to make any claim arising out of this
Disincentive provision.
K. Sta~ing Area
Collier County has entered into an agreement with Nassif Golf V entures, L.L.C., the owners of Lot I
and Lot 2 of Tract "A" of Hibiscus Golf course, as recorded in Plat Book 49, pages 3 and 4 of the
Public Records of Collier County, Florida, less the drainage easement land described in Official
Records Book 970 at page 1238; for the establishment ofa Temporary Construction easement on said
Lot I and Lot 2 for the purposes of establishing a temporary staging area and canal access. The
Temporary Easement is shown and described on the attached Exhibit A.
Pursuant to the above referenced agreement the CONTRACTOR shall schedule his activities such
that no construction activity shall take place prior to April I, 2010 either within the TCE described in
Exhibit "A" (Staging Area), nor in the Contiguous Drainage Easement (Station 19+50+/- to Station
29+80+/-), described in Exhibit "B", attached hereto and made a part hereof, except for an Access
Pathway to be available over the East 50 feet of the TCE, described in Exhibit "C", attached hereto
and made a part hereof. Prior to April I, 2009, the Access Pathway shall be fenced and screened
from view of Hibiscus Drive to the extent possible. Commencing April I, 2009, full access and
construction may be commenced within the Contiguous Drainage Easement, and the TCE may have
full construction activity within the area designated in Exhibit "D". No construction activity shall
interrupt usage of Hibiscus Drive, except for curb, sidewalk and paving construction which shall be
completed after April 1 , 2009. During such construction over Hibiscus Drive, access shall continually
be maintained for Hibiscus Golf Club.
The CONTRACTOR shall maintain the existing vegetation along the frontage of Hibiscus Golf
Course including plantings along the parking lot. Upon the completion of construction the
CONTRACTOR shall restore the surface of the temporary construction easement area to its pre-
existing condition.
SEC 1
Exhibit J Section 1 Special Conditions
4
EXHIBIT 'A"
LOT 1 and LOT 2 OF TRACT 'A" OF HIBISCUS GOLF COURSE, AS RECORDED IN
PlAT BOOK 49, PAGES 3 AND 4 OF THE PUBLIC RECORDS OF COLLIER
COUNTY, FLORIDA, LESS AND EXCEPT THAT PORTION DESIGNATED AS '100.0
DRAINAGE EASEMENT lAND' DESCRIBED IN OFFICIAL RECORDS BOOK 970 AT
PAGE 1238.
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THAT PORTION DESIGNATED AS '100,0 DRAINAGE EASEMENT LAND'
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PAGES 3 AND 4 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA,
EXHIBIT "C"
II
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SECTION 2 SITE WORK
I. CLEARING AND GRUBBING
A. Scope
The scope ofthis section consists of clearing and grubbing within areas designated by the
Engineer. The work of clearing and grubbing shall include the disposal of the resultant products
and debris, The Contractor shall examine the entire site of the proposed work prior to submitting
his bid in order to verifY existing conditions and/or variances between existing conditions and
those shown on the plans or called for in the specifications, In the event existing conditions vary
from the plans and specifications, he shall base his bid upon existing conditions.
B. Clearing and Grubbing. and Selective Clearing
The work shall include the complete removal and disposal of all buildings, timber, brush, stumps,
roots, grass, weeds, sawdust, rubbish and all other obstructions resting on or protruding through
the surface of existing ground and the surface of excavated areas, All stumps, roots and other
debris shall be removed to a depth of at least one foot below the ground surface, The surface shall
then be plowed to a depth of not less than six inches and all stumps, roots, etc" exposed shall be
removed to a depth of at least one foot. Where so directed by the Engineer, desirable trees within
the work area shall be trimmed, protected and left standing, Selective clearing shall be performed
in some areas by retaining trees selected by the Owner for saving which shall be protected from
construction equipment by the Contractor in a manner approved by the Engineer, Any loose
boulders or rocks lying on the surface of the ground shall be removed. Timber, stumps, brush,
roots, rubbish, and any objectionable material resulting from clearing and grubbing shall be
disposed of off site, The Contractor shall obtain all necessary permits and approvals,
As an alternate proposal, burning of debris will be allowed subject to the Contractor obtaining all
required permits and subject to applicable laws, ordinances and regulations,
II. EARTHWORK
A. Scope
The work of this section consists of furnishing all necessary labor, equipment, material and
transportation necessary to bring the site to the lines and grades shown on the drawings, The
Contractor shall examine the entire site of the proposed work prior to submitting his bid in order
to verifY existing conditions and/or variances between existing conditions and those shown on the
plans or called for in the specifications, In the event existing conditions vary from the plans and
specifications, he shall base his bid on existing conditions,
Exhibit J Section 2 Clearing & Grubbing
3
B, Excavation
Existing surfaces to be excavated from, or filled over, shall be stripped to a depth of six inches,
unless otherwise directed by the Engineer, to remove grass and roots, This stripped material will
be classified as unsuitable material and shall be used as top soil.
All suitable materials removed from the excavation shall be used as far as practicable in the
formation of the embankments, sub-grades, shoulders and other places as directed, No excavated
material shall be wasted without permission, and where necessary to waste such material it shall
be disposed of as directed by the Engineer. Material classified as A-8 in accordance with
AASHTO Designation M145-73 is considered to be highly organic soil (peat or muck) and un-
suitable material. This unsuitable material existing in detention areas may remain, unless
otherwise as directed by the Engineer, The unsuitable material shall be stockpiled in surplus
excavated material areas as shown in the Drawings or as otherwise directed by the Engineer, All
excavated material shall be considered property of the Owner and disposed of on the Project,
C, Grading
Excavated material from lakes, swales and/or ditches may be used to make required fill provided
the material is of suitable nature, Grading shall be accomplished to meet the proposed elevations
as shown on the plans. Any suitable excess excavated material shall remain the property of the
Owner and shall be disposed of on site as directed by the Engineer, All suitable excavated
material shall be considered property of the Owner and disposed of on the project,
D, Road, Parking Lot. Travel-Way and Cart Path Embankment
Road, parking lot, travel-way and cart path embankment material and placement shall be in
conformance with Florida D,O,T, Standard Specifications, Section 120,
III. SEEDINGIMULCHING/SODDING
A. Scope
The scope ofthis section consists of seeding, sodding, fertilizing and mulching all unpaved areas
within road and/or completed drainage swale rights-of-way, The Contractor shall examine the
entire site of the proposed work prior to submitting his bid in order to verifY existing conditions
and/or variances between existing conditions and those shown on the plans or called for in the
specifications. In the event existing conditions vary from the plans and specifications, he shall base
his bid upon existing conditions,
B, Materials and Placement of Seed and Mulch
The Contractor shall furnish all labor, material and equipment to prepare shoulders and
backslopes from the edge of the pavement or back of the concrete gutter to the right-of-way line,
and such other areas as designated on the plans, All work shall be in accordance with Section
Exhibit J Section 2 Clearing & Grubbing
4
570,571 and 575, of the latest edition of the "Florida D,O,T," standard specifications,
C, Final Cleanup
The Contractor shall keep the works free from accumulations of waste materials, rubbish and
other debris resulting from the work. Upon completion of the work and before acceptance and
fmal payment will be made, the Contractor shall clean and remove from the works and adjacent
property, all surplus and discarded materials, rubbish and temporary structures; restore in an
acceptable manner all property, both public and private, which has been damaged during the
prosecution of the work; and shall leave the site and vicinity unobstructed and in a neat and
presentable condition throughout the entire area or length of the work under contract. The
placing of materials of every character, rubbish, or equipment on abutting property, with or
without the consent of the property owners, shall not constitute satisfactory disposal, If the works
are of such character as may be done by blocks or sections, the Contractor may be required to
remove promptly and dispose of accumulated rubbish, debris or surplus materials from blocks or
sections as completed or partially completed,
In the event of delay exceeding four days after written notice is given to the Contractor by the
Engineer to remove such rubbish or materials, or to restore displaced or damaged property, the
Owner may employ such labor and equipment as he may deem necessary for the purpose and the
cost of such work, together with the cost of supervision, shall be charged to the Contractor, and
shall be deducted from any money due him, No Contract shall be considered as having been com-
pleted until all rubbish and surplus materials have been removed and properly disposed of.
IV. EXCAVATION AND BACKFILL FOR UTILITY SYSTEMS
A. Scope
The work included under this Section consists of clearing, excavating, grading and backfilling as
required for the construction of the utility systems consisting of piping and appurtenances as
shown on the Drawings and specified herein,
B. Clearing
1. General
The Contractor shall perform all clearing necessary for the proper installation of all piping
and appurtenances in the locations shown on the Drawings. Plantings, shrubbery, trees,
utility poles or structures subject to damage resulting from the excavation shall be
transplanted, relocated, braced, shored, or otherwise protected and preserved unless
otherwise directed by the Engineer,
2, Tree Protection
The Contractor shall exercise care to protect the roots of trees which are to remain, When
Exhibit J Section 2 Clearing & Grubbing
5
excavating within 5-feet ofthe trunk of such trees, the Contractor shall use chain saws,
pruning shears and/or clippers to prune injured roots, The backfill shall be placed as soon
as possible,
C, Excavation
The Contractor shall perform all excavation of every description and of whatever substances
encountered, to the dimensions and depth shown on the Drawings, or as directed, All excavations
shall be made by open cut (see Section V of the Special Conditions Section for information on
blasting), All existing utilities such as pipes, poles and structures shall be carefully supported and
protected from injury and, in case of damage they shall be restored at no cost to the Owner,
In areas where trench widths are not limited by right-of-way, and/or easement widths, property
line restrictions, existing adjacent improvements, including pavements, structures and other
utilities, and maintenance of traffic, the trench sides may be sloped to a stable angle of repose of
the excavated material. sheeting shall be installed as necessary to maintain pipe trenches within the
specified limits. A substantially and safely constructed movable shield, "box" or "mule" may be
used in place of sheeting when the trench is opened immediately ahead of the shield and closed
immediately behind the shield as pipe laying proceeds inside the shield,
Pipe trenches for utility lines shall be excavated to a width within the limits ofthe top of the pipe
and the trench bottom so as to provide a clearance on each side of the pipe barrel, measured to
the face of the excavation, or sheeting if used, of S-inches minimum and where the pipe size
exceeds 12-inches to IS-inches minimum,
Excavation for appurtenances shall be sufficient to provide a clearance between their outer
surfaces and the face of the excavation or sheeting, if used, of not less than 12-inches. Manhole
excavations shall be carried to sufficient depth to permit their construction on the undisturbed
bottom of the excavation, If overcut, bedding material shall be furnished at no cost to the Owner,
Materials removed from the trenches shall be stored and disposed of in such a manner that they
will not interfere with traffic on public streets and sidewalks and they shall not be placed on
private property, In congested areas, such materials as cannot be stored adjacent to the trench or
used immediately as backfill shall be removed to stockpile areas designated by the Engineer,
All materials suitable for use as backfill shall be hauled to and used in areas where not enough
suitable material is available from the excavation,
Suitable material in excess of backfill requirements shall become the property of the Owner and
shall be placed on site in an area and manner designated by the Engineer, at the Contractor's
expense, All unsuitable material shall become the property of Contractor and shall be removed
from the site by Contractor,
D, Removal of Water
Exhibit J Section 2 Clearing & Grubbing
6
It is a basic requirement of these specifications that excavations shall be free from water before
pipe or structures are installed, However, it is realized that in certain sections ofthe work this
cannot be accomplished economically and the Contractor may elect to use the Alternate Method
of Construction (see paragraph I), The Contractor shall provide all necessary pumps,
underdrains, well-point systems, and other means for removing water from trenches and other
parts of the work, The Contractor shall continue dewatering operations until the backfill has
progressed to a sufficient depth over the pipe to prevent floatation or movement of the pipe in the
trench and until backfill is above the natural water table,
Water from the trenches and excavation shall be disposed of per South Florida Water
Management District permit restrictions in such a manner as will not cause injury to public health,
to public or private property, to the work completed or in progress, to the surface ofthe streets,
or cause any interference with the use of the same by the public,
E, Pipe Beddin~
Excavation shall be backfilled with approved pipe bedding material, up to the level of the lower
one-third of the proposed pipe barrel. This backfill shall be tamped and compacted to provide a
proper bedding for the pipe and shall then be shaped to receive the pipe, Bedding shall be
provided under the branch of all fittings to furnish adequate support and bearing under the fitting,
Bedding material for piping shall be pea rock, drainfield limerock, or similar materials as
approved by the Engineer, Limerock screenings, sand or other fme inorganic material from the
excavation may be used for bedding material when pipe is installed above the natural water table,
Any excavation below the levels required for installation of the pipe bedding, except for
"Additional Excavation", as hereinafter specified, shall be backfilled with approved bedding
material, tamped, compacted and shaped in 12" lifts to provide proper support for the proposed
pipe, at no cost to the Owner,
F, Trench Stabilization
No claim for extras, or additional payment will be considered for cost incurred in the stabilization
of trench bottoms that are rendered soft or unstable as a result of construction methods, such as
improper or inadequate sheeting, dewatering or other causes, In no event shall pipe be installed
when such conditions exist and the Contractor shall correct such conditions so as to provide
proper bedding or foundations for the proposed installation at no additional cost to the Owner,
G. Backfill
Backfill material shall be noncohesive, nonplastic and free of all debris, lumps and clods, Backfill
material placed within I-foot of piping and appurtenances shall not contain any stones or rocks
larger than 2-inches in diameter (I-inch for PVC) and no stones or rocks larger than 6-inches in
diameter will be permitted in any backfill.
Exhibit J Section 2 Clearing & Grubbing
7
If a sufficient quantity of suitable backfill material is not available from the trench or other
excavations within the site of the work, the Engineer will order the Contractor to provide
additional material suitable for this purpose, The additional material shall be installed as specified
herein,
Selected backfill material containing no stone or rocks larger than 2- inches shall be placed in 12-
inch layers and thoroughly tamped to a depth of 12-inches over the top of the pipe, Particular
attention and care shall be exercised in obtaining thorough support for the branch of all service
connection fittings, Care shall be taken to preserve the alignment and gradient of the installed
pipe,
After the backfill has been placed to a level12-inches over the pipe, the remainder ofthe backfill
shall be placed in layers, not to exceed 12-inches, and compacted with mechanical vibrators or
other suitable equipment to obtain a density of the backfilled material of not less than 95 percent
of its maximum density as hereinafter defmed,
No more than 250 feet of trench shall be opened, without backfilling, at any time, At the end of
the work day, all trench shall be completely backfilled except the pipe end, which shall be
protected against damage and accident,
Backfilling of a trench through an existing paved area shall proceed per plan details, if applicable,
H, Additional Excavation and Backfill
Where organic material, such as roots, muck, or other vegetable matter, or other material which,
in the opinion of the Engineer, will result in unsatisfactory foundation conditions, is encountered
below the level of the proposed pipe bedding material, it shall be wholly or partially removed as
directed by the Engineer and wasted, Sheeting shall be installed as necessary to maintain pipe
trenches within the specified limits, The resulting excavation shall be backfilled with suitable
backfill material, placed in 6-inch layers, tamped and compacted up to the level of the bottom of
the proposed pipe bedding material. Compaction of this material shall be to a minimum of95% of
AASHTO T-1S0, Construction shall then proceed in accordance with the provisions of
Subsection E, Pipe Bedding,
Additional excavation shall be performed where organic or other unsuitable material is
encountered in the excavation, The Contractor shall bring the condition to the attention of the
Engineer and obtain his determination as to whether or not the material will require removal, prior
to preparing the pipe bedding, Where such additional excavation is ordered by the Engineer, the
cost of such excavation and backfill shall be included in the unit price bid for excavation of
unsuitable material. Unsuitable material will become property of Contractor and removed from
the site,
I. Alternate Method of Construction
Exhibit J Section 2 Clearing & Grubbing
S
A combination of conditions in the substrata, water table, or method of disposal may be
encountered during the course of the work which make dewatering impossible, or only possible
through the use of unusual methods, the cost of which is excessive, When such conditions are
encountered, but only after all reasonable means to dewater the excavation have been employed
without success, the Contractor, with the concurrence of the Engineer, may elect to employ the
following alternate method of construction. The concurrence of the Engineer shall be obtained in
writing and shall limit the use of the alternate method of construction to such specific portions of
the work as the Engineer shall determine,
The construction specifications contained in the preceding parts ofthis section shall establish the
required standards of construction quality for this work. Use of the alternate method of
construction described hereinafter shall in no way be construed as relieving the Contractor of his
basic responsibility for satisfactory completion of the work, No additional payment will be made
to the Contractor for excavation, backfill, sheeting or any costs in use 0 f this alternate method of
construction, The unit prices established in the Proposal shall be full payment for the various
items of work. Subject to all of the requirements stated herein, including written approval of the
Engineer, construction will be permitted in accordance with the following specifications, All
requirements of Subsection A through Subsection I, including this Section, shall apply to this
construction unless otherwise specifically modified herein,
1. Removal of Water
The installation of pipe, manholes and appurtenances under water will be permitted and
the requirements of Article D, "Removal of Water", will be waived.
2, Excavation
Excavation for manholes to be installed under water shall be continued to a depth, below
the outside bottom of the proposed structure, which will provide a minimum space of 12-
inches in rock, or 24-inches in sand, for the placement of drainfield limerock as hereinafter
specified,
The excavation of pipe trenches at their junction with excavations for manholes shall be
modified in the following manner: A longitudinally sloping, plane bottom surface, for the
placement of pipe bedding material, shall be provided from the bottom of the manhole
excavation, at its extremity, to a line of intersection with the bottom of the typical
excavation of 10-feet measured horizontally, from the vertical plane of the manhole ex-
cavation,
3, Pipe and Manhole Bedding
The pipe trench or manhole excavation shall be backfilled to receive the pipe or manhole
with drainfield limerock as the same is commonly referred to in this area, up to the level of
Exhibit J Section 2 Clearing & Grubbing
9
SEC2
the lower one-third of the proposed pipe barrel, or to the outside bottom of the proposed
manhole, as applicable. This backfill shall be tamped and compacted to provide proper
bedding for the pipe or manhole, as also specified herein, Under no circumstances will
material other than drainfield lime rock be considered satisfactory for use as bedding
material for underwater construction.
4. Backfill
After the pipe is installed, backfilling shall proceed in accordance with the provisions of
Subsection G, "Backfill",
Exhibit J Section 2 Clearing & Grubbing
10
SECTION 3 PAVING
I. STABILIZED SUB-GRADEILIMEROCK BASE
A, Scope
The scope of this section consists of furnishing labor, equipment, and materials for the
construction of a crushed limerock base and of a stabilized subgrade, The stabilized subgrade and
the base course shall be constructed in accordance with the plans and specifications. Standard
specifications where used herein shall mean the most recent edition of the "Florida Department of
Transportation Standard Specifications for Road and Bridge Construction", The Contractor shall
examine the entire site of the proposed work prior to submitting his bid in order to verifY existing
conditions and those shown on the plans or called for in the specifications,
B. Material and Construction
The limerock base and subgrade material shall conform to Section 911 ofthe "Florida D,O.T,
Standard Specifications", Stabilization of the subgrade and shoulders shall be in accordance with
Section 160 ofthe "Florida D,O,T, Standard Specifications", Construction oflimerock base shall
be in accordance with Section 200 of the Florida D,O,T, Standard Specifications",
The subgrade and shoulders shall be stabilized to the depth and width as shown on the plans and
shall have a minimum Florida Bearing Value (FBV) of75 or a minimum Limerock Bearing Ratio
(LBR) of 40, The subgrade and shoulders shall be compacted to at least 9S% of maximum den-
sity as detel'tltined by the AASHTO TlSO, (modified proctor test),
The limerock base shall have a compacted thickness and width as shown in the drawings. All
limerock shall have a minimum LBR of 100, Compaction of the base course shall be at least to
9S% of the maximum density as determined by the AASHTO TISO, (modified proctor test),
C. Testing and Inspection
The Contractor shall be responsible for the cost of and the furnishing of samples ofthe materials
to a testing laboratory approved by the Engineers, Test report and samples shall be required from
every limerock supplier furnishing the material. The source of material designated shall not change
without written consent of the Engineer, During the construction, the Engineer may require
additional tests if any visible variation occurs,
One Florida Bearing Value (FBV) Test or Limerock Bearing Ratio (LBR) test for each 0-1000
square yards of subgrade and one FBV (or LBR) test for each additional 1000 square yards
(AASHO TlSO),
One in place density test for each 0-1000 square yards of base course and one test for each
additional 1000 square yards (AASHTO TlSO) shall be provided by the Contractor,
During construction a field inspection of each phase shall be made by the Engineer, It is the
Exhibit J Section 3 Paving
11
Contractor's responsibility to notifY the Engineer when a phase of construction is ready for
inspection, The Contractor shall notifY the Owner prior to conducting any test, so that the Owner
may have his Representative present,
II. PRIMEITACK COATS
A, Scope
The scope of this section consists of furnishing labor, equipment and materials for the application
of bituminous material on all previously prepared base or a clean, existing asphaltic surface in
accordance with these specifications and in conformity with the most recent edition of the
"Florida Department of Transportation Standard Specifications for Road and Bridge
Construction",
B. Materials and Application
Materials and application of prime and tack coats shall be in accordance with Section 300 of the
Standard Specifications,
III. ASPHALTIC CONCRETE SURFACE COURSE
A, Scope
The scope of this Section consists of furnishing labor, equipment and materials for the
construction of an asphaltic concrete surface course. The asphaltic concrete surface course shall
be constructed in accordance with the plans and specifications, Standard Specifications where
used herein shall mean the most recent edition of the "Florida Department of Transportation
Standard Specifications for Road and Bridge Construction", The Contractor shall examine the
entire site of the proposed work prior to submitting his bid in order to verifY existing conditions
and those shown on the plans or called for in the specifications,
B, Materials
The materials for the asphaltic concrete surface course shall consist of the type surface specified in
the plans, The material, processing of the material and construction shall comply with applicable
Sections 310-339 of the Standard Specifications.
C, Thickness and Width Requirements
The thickness and width of the compacted asphaltic concrete surface course is shown on the
Plans. Where the surface course is constructed on an existing pavement or old base which is
irregular, the actual minimum fmished thickness ofthe compacted asphaltic concrete surface
course shall not be less than the thickness shown on the plans, Any surface course found to be
less than that thickness shall be removed and replaced,
Fxbibit J Section 3 Paving
1;>
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 to prevent rutting or other distortion.
E, T estin~ and Acceptance
The asphaltic concrete surface course shall be tested and accepted with respect to compacted
density and surface tolerance in accordance with the applicable requirements of Section 330-10
and 330-12 of the Standard Specifications.
IV. CONCRETE CURBS/GUTTERS
A. Scope
The work covered in this Section ofthe Specifications consists of furnishing all plant, labor
equipment, materials and the performing of all operations necessary for the construction of
concrete curbs and/or gutters,
B, Construction Methods
All curbs, gutters, etc" shall be constructed in accordance with these Specifications and in
conformity with the lines, grades, dimensions, and notes shown on the plans,
Excavation shall be to the required depth, and the supporting earth, base, or subgrade shall be
compacted in conformance with Section 3A. Subgrades for walks and concrete medians shall be
compacted to a frrm, even surface, by means of rolling, watering and/or tamping,
After the concrete has set sufficiently, but not later than three days after placing, the spaces in
front and back shall be backfilled with suitable material and compacted, When street bases are to
be constructed adjacent to curbs, gutters, etc" the curb, gutter, etc" shall be properly backfilled
and shall cure for a period of not less than (3) days before any base material is placed against it.
All work shall be performed to the length and cross-sections shown on the plans, Forms shall be
of sufficient strength to resist the pressure of the concrete without springing, Bottom forms shall
not be removed within twenty-four hours after initial concrete placement. Side or top forms shall
not be removed within twelve hours after concrete placement. Upon the removal of the forms,
minor defects shall be corrected with a rich mix of cement mortar, Curbs and gutters shall be
fmished until a smooth surface is attained, Final finish shall be a light broom fmish, When
completed the concrete shall be cured as outlined herein,
Exhibit J Section 3 Paving
13
C, Placing of Concrete
Concrete shall be deposited in clean, wet forms and as nearly as practicable in its final position to
avoid segregation, Concrete placing shall be carried on at such a rate that the concrete is at all
times plastic and flows readily into the spaces between the bars, Concreting shall be a continuous
operation until the panel or section is completed, All structural concrete shall be vibrated, No
concrete shall be allowed a free fall of more than four feet (4') or allowed to strike against a
vertical or inclined surface or reinforcement above the point of deposit. Placing by means of
pumping may be allowed, contingent upon the adequacy ofthe equipment for this particular work,
The operation of the pump shall be such that a continuous stream of concrete without air pockets
is produced, Placing of concrete shall be so regulated that the pressure caused by the wet con-
crete shall not exceed that used in the design of the forms, After the concrete has taken its initial
set, care shall be exercised to avoid jarring the forms or placing any strain on the ends of project-
ing reinforcement.
D, Machine-Laving
Machine laying of work will be permitted, providing all quality conditions of conventional
construction are met.
As a specific requirement for machine-laid curb and gutter, contraction joints shall be sawed
unless an alternate method of constructing them is approved in writing by the Engineer, Joints
shall be sawed at times designated by the Engineer, and at intervals often feet except where
shorter intervals are required for closures, but no joints shall be sawed or constructed at intervals
of less than four feet,
E, Curing
As soon as practicable after fmishing, all concrete shall be covered with burlap and kept moist for
a period of seven (7) days or, an approved membrane curing compounds such as Res-x, Aqua
Resin Cure, Spartan-Cote and Clear Bond or suitable equivalents may be applied at the
Contractor's option. Where membrane curing compound is used, no walking or other traffic will
be allowed over the work for seventy-two hours after application unless the surface is protected
by burlap or heavy building paper,
F, Joints
1, Construction Joints
Joints not shown or specified shall be located as to least impair the strength and
appearance of the work. The placement of concrete shall be carried on at such a rate that
the surfaces of concrete which have not been carried to joint levels will not have attained
initial set before additional concrete placement.
Exhibit J Seclion 3 Paving
14
2, Contraction Joints
Curbs, curb-and-gutters, and valley gutters shall be constructed with contraction joints at
intervals often feet (10') except where shorter intervals are required for closures, but no
joint shall be constructed at intervals ofless than four feet (4'), Contraction joints may be
of the open type or sawed, Construction and construction procedures of contraction
joints shall conform to the Specifications set forth in the "Florida State Road Department
Standard Specifications for Road and Bridge Construction",
3. Expansion Joints
Curbs, curb-and-gutters, and valley gutters shall be constructed, with expansion joints at
all inlets, all radius points, all points where operations cease for any considerable time and
at intervals of not more than one hundred feet (100'), Expansion joints shall be
constructed with PVC slips encasing the reinforcing bars, Expansion joint material shall be
one-half inch bituminous impregnated expansion joint material.
4, Other
Where the Plans call for sealed joints between walks or concrete medians, and curbs, such
joints shall be constructed as specified in the Standard Specifications.
G. Contractor's Responsibilities
The Contractor is fully responsible for all concrete and concrete work and fmishes, He shall reject
all delivered concrete and fmishes not meeting these specifications, The Contractor shall also be
responsible for securing laboratory tests or reports if such tests or reports are requested by the
Engineer,
The Engineer will not require the testing of more than one set of three compression test cylinders
per 50 cubic yards, (or part thereof),
All curbs, gutters, etc" shall be constructed in accordance with these Specifications and in
conformity with the lines, grades, dimensions, and notes shown on the plans,
Excavation shall be to the required depth, and the supporting earth, base, or subgrade shall be
compacted, Subgrades for walks and concrete medians shall be compacted to a finn, even
surface, by means of rolling, watering and/or tamping,
After the concrete has set sufficiently, but not later than three days after placing, the spaces in
front and back shall be backfilled with suitable material and compacted, When street bases are to
be constructed adjacent to curbs, gutters, etc" the curb, gutter, etc" shall be properly backfilled
and shall cure for a period of not less than (3) days before any base material is placed against it.
Exhibit J Section 3 Paving
15
v. SIGNINGIP A VEMENT MARKINGS
A. Scope
The work covered in this Section of the Specifications consists of furnishing all labor equipment,
materials and the performance of all operations necessary for the installation/application of
roadway signs, and pavement markings,
B. Signing
All roadway signs indicated on the plans shall be constructed as specified in Sections 700 and 996
of the Standard Specifications.
C, Pavement Markings
The thermoplastic markings used shall comply with and be installed per Section 711 of the
Standard Specifications. The Contractor shall install modified Type 5 Class A reflective pavement
markers in the center of the outermost travel lane adjacent to all fife hydrants, These markers
shall have blue bi-directional reflective faces and shall conform to Section 706 of the Standard
Specifications, and shall be installed by one of the methods described therein,
D, Raised Retro-Reflective Pavement Markers and Bituminous Adhesive
All raised Retro-Reflective Pavement Markers (RPMs) and adhesive shall be placed as specified in
Sections 706 and 970 of the Standard Specifications,
VI. CONCRETE PARKING LOT PAVING
A, General
1, Related Documents
The general provisions of the Contract, including General and Supplementary Conditions
apply to the work specified in this Section.
2, Description of Work
The extent of concrete paving is shown on the drawings, For concrete thickness see SITE
OR PAVING PLAN,
3, Submittals and Approvals
Materials shall be furnished from sources of supply approved by the Architect or Engineer,
r.'\hibiL J Section 3 Paving
16
Contractor to submit "Proposed Paving Construction Plan", which shall show the
concrete paving joint types and locations and shall include a statement of proposed se-
quence and schedule of paving operations with a brief description of motorized paving
equipment if applicable, Proposed joint layout plan shall be submitted to Architect or
Engineer seven (7) days prior to commencement of paving operations, Unless the Con-
tractor is notified of required changes by the Architect or Engineer prior to the scheduled
paving commencement date the "Proposed Paving Construction Plan" will be considered
accepted and approved,
B. Products
1, Materials
(a) Forms
Use forms of either steel or wood, of size and strength to resist movement during
concrete placement and to retain horizontal and vertical alignment until removal.
Use forms that are straight and free of distortion and defects, extending the full
depth of the concrete, Use flexible steel forms or plywood to form radius bends as
required, Coat forms with a form release agent that will not discolor or deface the
surface of the concrete,
(b) Joint Material
Provide premolded joint filler for expansion (isolation) joints,
(c) Curing Compound
Use a pigmented liquid membrane curing compound which shall meet requirements
of ASTM Designation C309 (AASHTO M148),
2, Concrete Mix. Desi~n and Testing
Concrete supplier may submit his own plant design mix for approval provided the mix has
a record of proven performance acceptable to the Engineer and can be substantiated by
satisfactory supporting data. Concrete mix shall produce standard-weight concrete with
the following properties to be verified by the use of the appropriate listed test methods:
- Compressive Strength:
3,000 PSI at 28 days - tested according to ASTM
Designation C31 (AASHTO T23)
- Slump Range:
2 - 4 inches - tested according to ASTM
Designation Cl43 (AASHTO Tll9
C. Execution of Work
Exhibit J Section 3 Paving
17
1. Inspection
Examine the areas and conditions under which concrete paving is to be installed, NotifY
the Engineer of conditions detrimental to the proper and timely completion of the Work,
Do not proceed with the Work until all unsatisfactory conditions have been corrected,
2. Subgrade Preparation
Remove loose material from the subgrade. Subgrade must be compacted to a density of at
least 9S% of the maximum density as determined by AASHTO F1S0 before placing
concrete, Do not begin paving work until the subgrade is brought to grade and fully
prepared, clean and ready to receive paving. Just prior to placing concrete, moisten
subgrade as required to provide a uniform dampened surface at the time concrete is
placed.
3, Form Placement. Construction and Utilization
Set forms to the required grades and lines to allow continuous progress ofthe work.
Clean forms after each use and coat with form release agent as often as required to ensure
separation from concrete without damage, Instead of using fIXed forms, the Contractor
may place concrete with a slipform paver designed to spread, consolidate, screed, and
float-fmish the freshly placed concrete in one complete pass of the machine. The slipform
paver shall be operated with as neatly a continuous forward movement as possible and all
the operations of mixing, delivering, and spreading concrete shall be so coordinated as to
provide uniform progress with stopping and starting of the paver held to a minimum, The
subgrade and slip form paver track area shall be brought to proper grade and cross section
by means of a properly recompacted. If any traffic is allowed to use the prepared grade,
the grade shall be checked and corrected immediately ahead of placing the concrete,
4, Concrete Placement
Ready-mixed concrete shall be mixed and transported in accordance with the current
Specification for Ready-mixed Concrete ASTM Designation C94, Comply with the
applicable requirements of "CONCRETE" Section in the Specifications and as herein
specified, Moisten subgrade as required to provide a uniform dampened condition at the
time concrete is placed, Do not place concrete around manholes or other structures until
they have been brought to the required grade and alignment, Concrete shall be deposited
and consolidated in such a manner as to prevent the formation of voids or honeycomb
pockets, however, do not overconsolidate concrete so as to cause segregation of
aggregate in concrete. Consolidate with care to prevent dislocation of joint devices,
Deposit and spread concrete in a continuous operation,
5, Joint Construction
Exhibil J Section 3 Paving
18
Construct expansion (isolation), contraction (weakened-plane) and construction joints true
to line with face perpendicular to surface of the pavement as shown on Approved Paving
Construction Plan, Joints shall be provided in both the longitudinal and transverse
directions, Maximum spacing oflongitudinal and transverse contraction joints shall be
ftfteen (15) feet. On radius sections maximumjoint spacing shall be twelve (12) feet as
measured along the longest edge of the curve,
(a) Contraction (Weakened-Plane) Joints
Provide contraction joints for a depth no greater than one- fourth (1/4) nor less
than one-fifth (1/5) the pavement thickness. Contraction joints must be continuous
across the slab unless interrupted by a full depth joint ftller and must extend
completely through any integral curbs, Contraction joint aligrunent may be skewed
or warped where necessary to reach points of stress concentration, Contraction
joints are to be constructed at the Paving Subcontractors option as follows:
(I) Sawed Joints
Form contraction joints using saws equipped with shatterproof abrasive or
diamond rimmed blades, Cut joints into concrete paving as soon as the
surface will not be revelled or otherwise damaged by the cutting action,
Joints must be completed between four (4) and eighteen (IS) hours after
paving has been placed,
(2) Premolded Inserts
Use embedded strips of pre molded ftller joint material embedded while
concrete is still in the plastic state, Premolded filler must be flush with the
surface of the concrete paving,
(3) Hand-Formed
Contraction joints may be installed in the concrete paving with the use of a
mason's hand groover utilized while the concrete is in the plastic state,
Hand groover must be of sufficient depth to leave a fmished joint greater
than "D"/5 and less than "D"/4. Hand- formed joints must have a fmished
radius along the joint edge equal to 1/4 inch,
(b) Construction Joints
Place full depth Construction Joints at the end of concrete pours and at locations
Exhibil J Seclion 3 Paving
19
where placement operations are stopped for a period of thirty (30) minutes or
more except where such pours terminate at expansion joints,
(c) Expansion (Isolation) Joints
Provide Expansion Joints to isolate fIxed objects abutting or within the paved area,
They must contain premoldedjoint fIller for the full depth of the paving slab,
6, Finishing
Perform concrete fmishing using machine and/or hand tools as required. Adding water to
the surface of the concrete to assist in fmishing operations shall not be permitted, A
uniform gritty non-slip fmish shall be provided by brushing the surface with a stiff-bristled
broom or by dragging a "burlap drape" over the surface just before the water sheen
appears,
7. Curing
Concrete shall be cured by protecting it against loss of moisture and mechanical injury for
at least three (3) days after placement. A pigmented liquid curing membrane shall be
applied immediately after fmishing operation,
8, Pavin~ Precautions
(a) Form offsets that are used at radius points to provide continuity in paving
operations should be at least one (1) foot in order to avoid slivers of concrete that
may be broken off.
(b) Construction traffic shall not use the area designated for passenger car
parking,
9, Jointing
(a) When pavement areas have many drainage or other structures, place joints
to approximate the cracking that would occur without joints, Of immediate
concern (possibly within 8 hours depending on climatic conditions) are the "critical
joints" which are located at narrow areas, interior corners, areas of curving
pavement in cul-de-sacs and at fIxed objects within the slab area (catch basins,
equipment foundations, planters, bases for light and sign poles, etc), Within the
boundaries of critical joints, other joints should be laid out in squares with no joint
spacing exceeding 15'0",
(b) Joints must be continuous across the slab unless interrupted by a full depth
joint and must extend through integral curbs.
E:-;.hibit J Section 3 Paving.
20
SEC3
(c) Joint aligrunent may be skewed or warped from the normal grid pattern
where necessary to reach points of stress concentration not on the normal pattern,
(d) Form offsets used by Contractors at radius points to provide continuity in
paving operations must be at least 12" to avoid slivers of concrete that may be
easily broken off,
(e) Require curbs to be cast integrally whenever practical as integral curbs
strengthen pavement edges and are less expensive to construct.
(I) Avoid acute angles ofless than 45' between intersecting joints, Joint dog
legs or fillets at radius points should be at least 12" long,
Exhibit J Sel.:tion 3 Paving
21
SECTION 4 DRAINAGE
I. STORM SEWERS/STRUCTURES
A, Scope
The scope of this section consists of furnishing labor, equipment and materials and the
construction of the gravity storm sewer system shown on the plans and/or herein described or
specified, Standard Specifications where used herein shall mean the most recent edition ofthe
"Florida Department of Transportation Standard Specifications for Road and Bridge
Construction" ,
The Contractor shall examine the entire site of the proposed work prior to submitting his bid in order
to verifY existing conditions and/or variances between existing conditions and those shown on the
plans or called for in the specifications, In the event existing conditions vary from the plans and
specifications, he shall base his bid upon existing conditions,
B. Materials
Aluminum spiral rib pipe shall comply with the provisions of AASHTO M-196 Type lR and ASTM
B- 7 45 Type 1 R. The pipe material shall be formed from aluminum alclad coil and conform to the
current AASHTO M-197 (and ASTM B-7 44) material specification, The pipe shall have an external
helical corrugation of 1/3" X 0/,," X 7-1/2" O,C. resulting in a Manning "n" of 0,012 or less, The
helical lock seam shall contain external seam staking, Minimum pipe metal thickness (gauge) shall be
in accordance with the plans,
Reinforced concrete pipe shall comply with the provisions of ASTM designation C76 "Standard
Specifications for Reinforced Concrete Pipe" and shall be Class III, Wall B. Pipe joints shall be
sealed using rubber gasket joints and the pipe joint shall be manufactured to meet the requirements of
the approved type of gasket to be used, Joints on oval pipe where provision has not been made for
gasketing in the casting, shall be wrapped with geotextile filter fabric approved by Engineer. Lifting
holes will not be permitted unless the Contractor submits a shop drawing for the Engineer's approval,
indicating the method to used in sealing the holes,
Mortar used for constructing and plastering manholes, catch basins, drop inlets and junction boxes
shall be in accordance with A,S,T,M, Specifications Serial Designation C 270, The Contractor will
have the option of using either a Portland cement-hydrated lime mixture or a Portland cement mixture
with masonry cement added for improved workability, The mortar materials shall be proportioned by
volume and shall be as follows:
One (I) part Type I Portland cement - AS,T,M, C-150
Three (3) parts aggregate (sand) - A,S,T,M, C-144
Exhibit J Section 4 Drainage
22
The addition of masonry cement A,S, T,M, C-91 will be permitted to improve workability of mortar,
Brick used in the construction of manholes, catch basins, drop inlets and junction boxes shall be
Portland cement concrete conforming to A.S, T.M, Serial Designation C-55, Grade U II, They shall
be sampled in accordance with AS,T,M, Serial Designation C-140.
All concrete and concrete work shall conform to the specifications contained herein unless otherwise
noted on the Plans. All concrete specified in this Section shall attain a minimum compressive strength
of 3000 psi in 28 days,
Reinforcing bars shall be intermediate grade, new billet-steel, deformed bars free ofloose rust, scale,
dirt or oil, and shall conform to A,S,T,M, A15 latest revision, "Specifications for Steel Bars for
Concrete Reinforcement", Rebar deformations shall conform to A,S.T,M. A305 latest revision,
Welded wire fabric for concrete reinforcement shall conform to AS,T,M, 185, "Specifications for
Welded Steel Wire Fabric for Concrete Reinforcement", All reinforcement steel shall be placed,
spliced, lapped, etc" in accordance with the A.C,I. Standard 318 latest edition, Building Code
Requirements For Reinforced Concrete.
C, Handlin~ Material
Reinforced concrete pipe and accessories shall be loaded and unloaded by lifting with hoists or
skidding in a manner that will avoid shock or damage. Under no circumstances shall such materials
be dropped, Pipe handled on skidways shall not be skidded or rolled against pipe already on the
ground,
In distributing material at the site of the work, each piece shall be unloaded near the place where it is
to be laid in the trench,
D. 1 Laving Concrete Pipe
Trench and backfilling shall be completed as specified in Section 2-D of these Specifications. Gravity
storm sewers shall be laid to the exact line and grade shown on the plans, Sewers will be inspected
when the line is completed and backfill has been placed to a depth of one foot (1 ') over the pipe,
Backfill may be completed only after the Engineers approval of each section has been given for line
and grade,
Faulty sections of line, rejected by the Engineer, shall be removed and relaid by the Contractor,
The laying of pipe in fmished trenches shall be commenced at the lowest point, with the spigot ends
pointing in the direction of the flow,
D,2 Laving Aluminum Spiral Rib Pipe
Installation shall be in accordance with the pipe manufacturer's "Recommended Installation
Procedures" unless otherwise specifically modified herein, Trenching and backfilling shall be
completed as specified in Section 2, Article IV ofthese specifications unless other wise specifically
Exhibit J Section 4 Drainage
23
modified herein. The pipe shall be installed on select bedding material to the dimensions given on
sheet 1 of 4 ofFDOT Standard Index 205, Backfill materials in the pipe envelope shall be limited to
clean, non plastic materials that require little or no compaction effort (GP, SP) or to well graded
granular materials classified as GW, SW, GM, SM, GC or SC with a maximum plastic index (PI) of
10, Maximum loose lift thickness shall be twelve inches (12") with each lift compacted to a minimum
of90% standard density per ASTM D698 (AASHTO T99), Compaction in excess of ninety-five
percent (95%) is not recommended, Special attention to moisture content to limit compaction effort
shall be required, Soil cement or cement slurries may be used in lieu of the selected granular
materials,
When the aluminum spiral rib pipe invert is to be installed below the natural water table, #57 stone
shall be utilized for the select bedding material and clean sand for backfilling in accordance with the
detail shown on the Plans, The stone and sand shall be placed in lifts and compacted/tamped as
specified above,
Contractor shall exercise extreme caution during backfilling and compaction until the minimum cover
requirement is obtained in accordance with the pipe manufacturer's Fill Height or Height of Cover
Tables for HS-20 vehicles and construction vehicles, Upon completion of backfilling and compaction
of each pipe run, the pipe shall meet the requirements ofFDOT Standard Specification Section 430-
8,2,
E,I Jointing Reinforced Concrete Pipe
All pipe shall be joined by rubber gaskets installed in strict accordance with the recommendations of
the pipe manufacturer, The joint shall be sealed so that the joint will remain watertight under all
conditions of service, including movement due to expansion, contraction and normal settlement. Pipe
joints and rubber gaskets shall conform to the requirements of Sections 941 and 942 ofthe Standard
Specifications,
E,2 Jointing Aluminium Spiral Rib Pipe
Coupling bands shall be made of the same material as the pipe and shall be a minimum of 16 gauge,
Bolts, nuts, and other hardware used shall meet the requirements of either ASTM A307 or ASTM
A325, Each end of each pipe section shall have a minimum of two annular corrugations and shall
fully engage, over the entire periphery, one corrugation on each pipe end, In addition, two neoprene
"O-ring" type gaskets shall be used in conjunction with the connecting band, The neoprene "O-ring"
gaskets shall meet the requirement of ASTM C-361. An acceptable connecting band is the H-12
Hugger Band with double "O-ring" gaskets, Field cut pipe shall only be installed with the plain end
(no annular corrugations) in a storm sewer structure, A filter fabric jacket in accordance with FDOT
Standard Index 280 shall be installed around all joints,
F, Catch Basins, Storm Sewer Manholes and Concrete Headwalls
Catch basins, storm sewer manholes and concrete headwalls shall be constructed at the location and
to the depth indicated on the drawings and in accordance with the details shown thereon, Excavations
Exhibit J Section 4 Drainage
24
and backfill shall be made in accordance with the applicable sections of the specifications, Joints
between walls and the incoming outgoing pipes shall be sealed with Portland cement mortar to form a
watertight joint. All pipes within catch basins, storm sewer manholes, and concrete headwalls shall be
cut off flush with the face of the structure and the broken ends of these pipes shall be grouted with
Portland cement mortar to a smooth uniform covering with no steel exposed, All precast reinforced
concrete structures shall conform to AS,T.M, Specification C-47S, The Contractor shall submit
three (3) sets of shop drawings of the proposed precast structures for approval.
Construction of grated inlets and catch basins shall be to the elevations and dimensions shown on the
Plans, Construction shall include any reasonable adjustment and realignment of the grate necessary,
or the installation ofthe inlet grates, Frames shall be secured in mortar and the mortar struck smooth
inside and out,
G, Manhole Frame and Cover
Material used in the manufacture of the casting shall conform to A,S.T,M, Specification A 4S-76
Table I, Class 30B iron or of the U,S, Government Specification QQI-652, latest revision for gray
iron casting, See details for specific information,
H, Form Work
All work shall be performed to the dimensions shown on the plans, Forms shall be of sufficient
strength to resist springing, Bottom forms shall not be removed within twenty-four hours after
placing the concrete, Side or top forms shall not be removed within twelve hours after placing the
concrete, Upon the removal of the forms, minor defects shall be corrected with a rich mix of cement
mortar. When completed the concrete shall be cured as outlined herein,
II. SWALE EXCAVATION
A Scope
Swale excavation shall conform to the limits indicated on the plans or specified herein, This work
shall include excavation, shaping and sloping and other work necessary in bringing the swale
excavation to the required grade, alignment and cross section.
B, Excavation
All suitable materials removed from the swale excavation shall be used as far as practicable in the
formation of sub grades, shoulders or other places as directed, No excavated material shall be wasted
without permission, and where necessary to waste such material it shall be disposed of as directed by
the Engineer. Material classified as A-S in accordance with AASHTO Designation M 145 is highly
organic soil and is considered unsuitable and is to be removed to the required depth and replaced, to
the satisfaction ofthe Engineer, with suitable material. Unsuitable material existing in open areas may
remain and these open areas may be used for disposal areas for the unsuitable material as directed by
the Engineer, Open areas are defmed as those areas that do not include building sites, paving or
Exhibit J Section 4 Drainage
25
street rights-of-way, All excess unsuitable excavated material shall be considered property of
Contractor and shall be removed from the site. Final elevations shall be within 0,1 foot of the
required elevation and surfaces shall be sloped to drain as shown on the Drawings,
SEC4
Exhibit J Section 4 Drainage
26
SECTION 5 CONCRETE
I. GENERAL
A. Scope
The work included under this section consists of furnishing all materials, forms, transportation and
equipment, and performing all necessary labor to do all the plain and reinforced concrete work
shown on the Drawings, or incidental to the proper execution of the work, or as herein specified,
B. Composition
Concrete shall be composed of cement, fine aggregate, coarse aggregate, and water, so
proportioned and mixed as to produce a plastic workable mixture in accordance with all
requirements under this section suitable to the specific conditions of placement,
C. Materials
1. Cement
Cement for all concrete shall be domestic Portland cement that conforms to the
requirements of ASTM C 150, latest revision, Type II cement shall be used in the
construction of sanitary sewer manholes, wet wells and pump stations,
2, Aggregate
Aggregates shall conform to ASTM C 33, latest revision,
3, Water
Water shall be taken from a potable water supply and shall be fresh, clean and free from
injurious amounts of oil, acid, alkali or organic matter.
D. Classification and Strength of Concrete
1. Class and strength requirements for concrete shall be as tabulated below, Unless
otherwise specified, Class B concrete shall be used,
2, Strength Requirements
Concrete class and strength shall meet the minimum compressive strength requirements,
The compressive strengths shall be as determined by standard laboratory cylinders tests in
accordance with the procedure set forth in ASTM C 31 and C 39, latest revisions,
Exhibit J Section 5 Concrete
27
Compressive Strength In Pounds Per Square Inch
Class
Design
A
B
C
4000
3000
2500
E, Field Control and Testing
1. General
The quality of the concrete as to conformance to the specifications is the entire
responsibility of the Contractor until it is accepted in place in the structure and verified by
the final cylinder tests made by the laboratory as selected by the Owner. These cylinders
shall be in accordance with the procedure set forth in ASTM C 172, latest revision,
2, Reports
Proper reports of all tests performed by the laboratory will be prepared by the laboratory
and submitted promptly to the Engineer, Such reports shall be properly labeled so as to
identifY the portions of the project into which the materials have been placed.
F, Concrete Placement
The concrete shall be ready-mixed and shall conform to the applicable requirements of
ASTM C 94.
G, Contractor's Responsibilities
The Contractor is fully responsible for all concrete and concrete work and finishes, The
Contractor shall abide by the Statement of Responsibilities as set out by The National Ready Mix
Concrete Association and the Associated General Contractors of America,
SEC 5
Exhibit] Section 5 Concrete
28
SECTION 6 GEOWEB LOAD SUPPORT SYSTEM
I. GENERAL
A. Scope
1, The work covered by this section includes the furnishing of all labor, materials,
equipment and incidentals for construction and installation of the Geoweb@ Load
Support System, as shown on the Construction Drawings and described by the
Contract documents,
B. Materials
1. Geoweb Cellular Confmement System
1,1 Manufacturer and Availability:
The Geoweb Cellular Confmement System shall be manufactured by
Presto Products Company - Geosystems Products
A Business of Alcoa
PO Box 2399,670 N Perkins Street
Appleton, WI 54912-2399
Ph: 920-73 S-111S
Fax: 920-73S-1222
E-mail: info@prestogeo.com
Website: www.prestogeo.com
Supplied Locally by
R. H, Moore & Associates, Inc,
SOO-330-2333
1.2 Geoweb Cellular Confmement System
The Geoweb@ system consists of an assembly of fully surface-textured H,D,P,E.
sheet strips connected in series, using full-depth ultrasonic spot-welded seams,
aligned perpendicular to the longitudinal axis of the strips, When expanded, the
interconnected strips form the walls of a flexible, three-dimensional cellular
confmement structure into which the specified infill materials can be placed, The
system can include:
Geoweb@ geocells
Temporary Stake Anchors
Composite Sub-drains
Cell Infill Material
Exhibit J Section 6 Geoweb Load Support System
29
Pavement Surface Materials
Pavement Subbase Material
2. Geoweb Materials - Composition and Properties
2.1 Geoweb@Base Material
Polyethylene used to make strips for Geoweb@ sections shall have a density of
0,935 - 0,965 g/cm3 (58.4 - 60.2lb/cu,ft) tested per ASTM D1505,
Polyethylene used to make strips for Geoweb@ sections shall have an
Environmental Stress Crack Resistance (ESCR) of 3000 hour tested per ASTM
DI693,
The resin manufacturer's certification of polyethylene density and ESCR shall be
available upon request from Presto,
Carbon black shall be used for ultra-violet light stabilization. Carbon black content
shall be 1,5% - 2% by weight through the addition of a carrier with a certified
carbon black content, The carbon black shall be homogeneously distributed
throughout the material.
Presto shall certifY the percentage of carbon black,
2,2 Strip Properties
Strips used to make Geoweb@ sections shall have a sheet thickness, of 1,27 mm _
5% +10% (50 mil-5% +10%) tested per ASTM D5199, Thickness shall be
determined in the flat, before any surface texturing or other surface disruption.
Perforations shall be such that the peak friction angle between the surface of the
perforated plastic and a #40 silica sand at 100% relative density shall be no less
than 85% of the peak friction angle of the silica sand in isolation when tested by
the direct shear method per ASTM D 5321, The quantity of perforations shall
remove 19,6% * 3% of the cell wall area.
2,3 Cell Seam Peel Strength Test
Cell seam strength shall be uniform over the full depth of the cell. Minimum seam
peel strengths shall be: 2840 N (640 lbf) for the 200 mm (8,0 in) depth cell, 2130
N (480 lbf) for the 150 mm (6.0 in) depth cell, 1420 N (320 lbf) for the 100 mm
(4,0 in) depth cell, 1060 N (240 lbf) for the 75 mm (3,0 in) depth cell, Short-term
peel strength shall be tested per Section D,
Exhibit J Section 6 Geoweb Load Support System
30
Seam hang-strength test shaH be performed on all resin or pre-manufactured sheet
or strips for a period of 168 hours (7 days) minimum in a temperature-controlled
environment that undergoes change on a I-hour cycle from room temperature to
540C (1300F), Room temperature is defined in ASTM E41. Long-term peel
strength shaH be tested per Section E.
2.4 Geoweb Dimensions
The Geoweb@ sections shaH be fabricated using strips of sheet polyethylene each
having a length of3,61 m (11.8 ft), Polyethylene strips shall be connected using
fuH-depth, ultrasonic spot-welds aligned perpendicular to the longitudinal axis of
the strip. Weld spacing shall be 356 mm c!c 2,5 mm (14 in c!c 0,10 in), The ultrasonic
weld melt-pool width shaH not exceed 25 mm (1.0 in),
The Geoweb@ sections shaH be "GW20V6WWLL" sections, "6" indicates the cell
depth in inches, "WW" and "LL" indicate the expanded section width and length in
number of ceHs,
The area of expanded ceHs shaH be 289 sq, cm (44,8 sq. in),
Geoweb@ sections for load support construction shaH have the foHowing ranges of
expanded dimensions,
Sections
GW20V61025
Expanded Dimensions
Minimum- 2,8 m wide x 5,1 m
long (9,2 ft x 16,7 ft)
Maximum - 2.3 m wide x 6.1 m
long (7,7 ftx 20,1 ft)
Nominal Area - 14.5
m'(156ft')
3, Geosynthetic Components
3,1 Geotextiles
The bottom geosynthetic layer shall consist of Mirafi 160N nonwoven geotextile,
3,2 Stake Anchors
Geoweb@ sections may be temporarily anchored with ATRA@ anchors or J-hook
stakes prior to placing the infiH material. The stake layout shaH be as required to shape
the Geoweb@ sections to the specified dimensions, The stake diameter and length
shaH be suitable to hold the Geoweb@ sections in tension for the given foundation soil
conditions,
3.4 InfiH Material
The Geoweb@ system infiH shaH be a mixture of sand/topsoil. Typically, onsite soil
can be used if approved by project engineer, Infill needs to be able to support the
establishment of vegetation ,
Exhibit J Section 6 Geoweb Load Support System
31
The vegetation shall consist of sod (type chosen by project manager)
4, Submittals
Submit shop drawings,
Submit product data, drawings and samples,
Submit current product quality assurance test data and independent laboratory test
results indicating compliance with specified performance. No material will be
considered as an equivalent to the Geoweb@ material unless it meets all areas of
this section without exception. Manufacturers seeking to supply what they call
equivalent material must submit records, data, independent test results, samples,
certifications, and documentation deemed necessary by the Engineer to prove
equivalency, The Engineer will approve or disapprove other manufacturers
materials within 60 days after all submitted information is studied and tested,
5, Quality Assurance and Certification
Product manufacturers shall provide certification of compliance with all applicable
testing procedures and related specifications upon written request, Request for
certification shall be submitted by the purchasing agency no later than the date of
order placement.
Product manufacturers shall also have a minimum of 5 years experience producing
products for Load Support Systems,
6, Warranty
Presto shall warrant each Geoweb@ cellular confmement system section which it
ships to be free from defects in materials and workmanship at the time of
manufacture, Presto's exclusive liability under this warranty or otherwise will be to
furnish without charge to the manufacturer's customer at the original fo,b, point a
replacement for any section which proves to be defective under normal use and
service during the 10-year period which begins on the date of shipment by the
manufacturer, Presto reserves the right to inspect any allegedly defective section in
order to verifY the defect and ascertain its cause,
This warranty shall not cover defects attributable to causes or occurrences beyond
Presto's control and unrelated to the manufacturing process, including, but not
limited to, abuse, misuse, neglect, improper storage, improper installation,
improper alteration or improper application,
Presto makes no other warranties, express or implied, written or oral, including,
but not limited to, any warranties or merchantability or fitness for any particular
purpose, in connection with the Geoweb@ cellular confmement system, In no
event shall Presto be liable for special, indirect, incidental or consequential
Exhibit J Section 6 Geoweb Load Support System
32
damages for the breach of any express or implied warranty or for any other reason,
including negligence, in connection with the Geoweb@ cellular confinement
system,
7, On-site Manufacturer's Representative
Presto shall provide a qualified representative on site at the start of construction to
ensure that the contractor installs the Geoweb@ system in accordance with the
contract drawings and specifications, The representative shall have at least 5 years
experience installing Geoweb@ load support systems and have installed a minimum
of 50,000 m2 (500,000 ft2) ofGeoweb@material.
8, ISO Certification
Presto Products Company shall have earned a certificate of registration, which
demonstrates that its quality-management system for its Geoweb@ cellular
confinement system is currently registered to the ISO 9002 quality standards,
The scope ofISO 9002 registration shall be for the entire Geoweb@ cellular
confinement system product manufacturing process from incoming raw materials
(resin) to fmished product. Earned registration shall be verifiable by providing a
copy of the current continuous registration certificate upon the customer's written
request.
Under the scope of the ISO quality standard, Presto Products Company shall
compile, keep record of, and provide for each customer order or production lot,
actual and certified values for the following:
I. Resin Lot Number
2, Resin Density
3, Carbon Black content (where applicable)
4, Sheet Thickness
5, Short-term Seam Peel Strength
6, Long-term Seam Peel Strength - 7-day hot box method
9, IO,OOO-hour Seam Peel Strength Certification
Presto Products Company shall provide data showing that the high-density
polyethylene resin used to produce the GeowebiID sections has been tested using an
appropriate number of seam samples and varying loads to generate data indicating
that the seam peel strength shall survive a loading of at least 95 kg (209 lbf) for a
minimum of 10,000 hours,
Exhibit J Section 6 Geoweb Load Support System
33
10, Materials Handling and Storage
The contractor shall check all materials delivered to the site to ensure that the
correct materials have been received.
Materials shall be stored on site in a manner that ensures that no damage occurs to
any of the materials, Damaged materials shall be replaced at the Contractor's
expense,
11, Substitutions
No material will be considered as an equivalent to the geocell material specified
herein unless it meets all areas of this specification without exception,
Manufacturers seeking to supply what they represent as equivalent material must
submit records, data, independent test results, samples, certifications, and
documentation deemed necessary by the Engineer to prove equivalency. The
Engineer shall approve or disapprove other manufacturers materials within 60 days
after all submitted information is studied and tested,
C, Construction Requirements
1. Examination
VerifY that site conditions are as indicated on the Construction Drawings,
VerifY that layout of the proposed work is in accordance with the Construction
Drawings,
VerifY that all required materials delivered to the site comply with the Contract
Specifications,
2, Site Preparation
The subgrade shall be grubbed and cleared of all trees, brush and root matter,
Subgrade soils shall be excavated or graded to the lines and grades shown on the
Construction Drawings. The upper .3 m (1 ft) of the subgrade shall be compacted
to a minimum of 95% Standard Proctor Dry Density (SPDD) or as specified by the
Engineer.
Where subgrade soils are encountered that are weaker than the assumed design
strength, the contractor shall excavate the affected areas and replace the excavated
material with suitable fill under the direction ofthe Engineer,
Exhibit J Section 6 Geoweb Load Support System
34
3, Geotextile Installation
The geotextile shall be rolled out over the prepared subgrade along the alignment
of the road structure. The geotextile shall be pulled taut to ensure that there are no
folds,
Geotextile overlaps shall be as directed by the Engineer, or as indicated on the
following table,
Soil Strength(CBR)
1
1-2
2-3
3
Overlap (Not Sewn)mm (in)
1200 (48)
900 (36)
750 (30)
600 (24)
Overlap (Sewn) mm (in)
225 (9)
125 (6)
75 (3)
4. Placement of Pavement Subbase
Subbase aggregate shall be placed in lifts not exceeding 200 mm (S in) and
compacted to a minimum of95% SPDD or as specified by the Engineer, The
thickness of subbase and base aggregate layers, after compaction, shall be as
indicated on the Construction Drawings,
5. Geoweb Installation
The Geoweb@ sections shall be placed directly on the prepared subgrade or
subbase and infilled with the specified infill material. The Geoweb@ section
thickness shall be as indicated on the Construction Drawings,
The Geoweb@ sections shall be expanded into position at the grades and lines
shown on the Construction Drawings, The orientation of expanded sections shall
be as indicated on the Construction Drawings, Individual Geoweb@ sections can
be held in their expanded positions with steel stakes driven inside selected outer
cell walls prior to filling or other suitable methods. Stretcher frames may be used
when dimensional tolerances are required. When properly expanded, the typical
plan dimensions of individual cells should measure between 224 mm (S,S in) long
by 259 mm (10,2 in) wide (nominal * 10%),
The edges of adjacent Geoweb@ sections shall be inter-leafed or butt-jointed
according to which side-wall profiles abut, In all cases, the upper surfaces of
adjoining Geoweb@ sections shall be flush at the joint. Inter-leaf side connections
between expanded Geoweb@ sections, Welded edge seams should be overlapped
and aligned when stapling, Abut end connections between Geoweb@ sections, The
longitudinal centerlines of abutting external cells should be aligned and stapled at
the cell wall contact point.
Exhibit J Section 6 Geoweb Load Support System
35
Adjoining sections shall be stapled together using a Stanley Bostitch P50-1 OB
pneumatic stapler using 1/2 inch SBI03020 wire staples (or other approved stapler
and staples),
Refer to Presto's standard drawings for additional details regarding panel
connections.
The Geoweb@ sections shall be anchored in position prior to placing infill material
by using either temporary stakes, by hand placement of infill material into the
corner cells, or by other suitable methods,
At catch basins, utilities, or other obstructions, the Geoweb@ sections shall be
stretched into position and cut around the perimeter of the obstruction to allow the
Geoweb@ sections to slip over the obstruction and placed flat on the prepared
surface,
6. Placement ofInf1l1 Soil
The specified infill material shall be placed into the expanded cells with equipment
appropriate for the site conditions such as a backhoe or a front-end loader, The
maximum drop height into the cells shall be limited to a maximum of I m (3 ft) to
avoid damage or displacement of the cell walls,
7, Sand/Topsoil Mix
Overfill the cells and level to a minimum 50 mm (2 in) above the top of the cells
walls, A front-end loader may be used to place the infill provided that it only
traffics above Geoweb@ sections that have been filled and covered with the
minimum 50 mm (2 in) of additional material. The infill material shall be
compacted to a minimum density of95% Standard Proctor Dry Density and the
surface graded to the minimum specified height of compacted overfill material.
This may be accomplished by back-blading with a straight edged loader bucket. A
tolerance of plus or minus 12,5 mm (1/2 in) is acceptable. The infill material shall
be vegetated as specified,
D, Short-Term Seam Strength Test Procedure
I, Frequency of Test
The short-term seam peel strength test (referred to as the 'test' in this section)
shall be performed on a geocell section randomly taken directly from the
production line each two hours,
Exhibit J Section 6 Geoweb Load Support System
36
2, Test Sample Preparation
Randomly select 10 welds within the geocell section to be tested, Cut the strips
defming those welds from the section such that the cut is 10 cm (4 in) on both
sides of the weld and perpendicular to the weld, End and internal welds require 4
cuts. Edge welds require 2 cuts. Prior to testing, the test samples shall have air
cool for a minimum of30 minutes from the time the selected geocell section was
manufactured,
3, Short-term Seam Peel Strength Test
The apparatus used for testing the short-term seam peel strength shall be of such
configuration that the jaws ofthe clamp shall not over stress the sample during the
test period, The sample to be tested shall be loaded such that the load applied shall
produce a peeling action on the seam. Load shall be applied at a rate of 300 mm
(12 in) per minute and be applied for adequate time to determine the maximum
load, The date, time and load shall be recorded,
Short-term seam peel strength shall be defined as the maximum load applied to the
test sample, Minimum required short-term seam peel strength shall be:
1, 2840 N (640 lbf) for the 200 mm (8 in) depth cell,
2, 2130 N (480 lbf) for the 150 mm (6 in) depth cell,
3, 1420 N (320 Ibf) for the 100 mm (4 in) depth cell.
4, 1060 N (240 lbf) for the 75 mm (3 in) depth cell,
4, Definition of Pass / Failure
Two methods shall be used to determine acceptability of the manufactured geocell
sections, The successful passing of the short-term seam peel test shall not be used
to determine acceptable of the polyethylene for use in manufacturing of the geocell
sections. Acceptability ofthe polyethylene shall be determined through tests
conducted in Section E,
5. The Tested Value
If more than one of the tested seam samples fails to meet the minimum peel
strength, all sections manufactured after the previously successful test shall be
rejected,
If all tested seam samples meet the minimum peel strength, all geocell sections
manufactured since the last successful test shall be considered to have passed the
test.
Exhibit J Section 6 Geoweb Load Support System
37
When one of the tested seam samples fails to meet the minimum peel strength,
another 10 samples shall be randomly selected and cut from the previously selected
section, Ifmore than one ofthese samples fails, all sections manufactured after the
previously successful test shall be rejected, Otherwise, all geocell sections
manufactured since the last successful test shall be considered to have passed the
test.
6. Visual Failure Mode
After each sample is tested, the seam shall be examined to determine the failure
mode, Two failure modes are possible,
1, Material failure within and adjacent to the weld indicated by material strain and
2, Weld failure resulting in complete separation of the seam and shows little or no
material strain,
Upon examination, when the failure mode results in complete separation of the seam
and indicates little or no material strain, product manufactured shall be rejected,
E, Lon~- Term Seam Strength Test Procedure
1. Frequency of Test
The long-term seam peel-strength test (referred to as the 'test' in this section) shall
be performed:
1. on each new resin lot number if the geocell manufacturer extrudes the sheet or
strip used to produce the geocell material.
2, on each new order of sheet and/or strip if the geocell manufacturer does not
extrude the sheet and/or strip used to produce the geocell material.
2, Test Sample Preparation
A test sample shall be made using four ofthe strips meeting all aspects of
the material portion of this specification, The four strips are to be welded
together using a warm welder producing a 2-celllong section of geocell
product, The 2-cell section ofgeocell shall have 3 rows of welds
connecting the four strips, The rows of welds are to be labeled A, Band C,
The individual welds within each row shall be numbered consecutively from
left to right starting with the number 1 (one), The test sample shall air cool
for a minimum of30 minutes,
Randomly select 10 welds from within the test sample. Cut the strips
defming those welds such that the cut is 10 cm (4 in) on both sides of the
weld and perpendicular to the weld, End and internal welds require 4 cuts,
Exhibit J Section 6 Geoweb Load Support System
38
SEC 6
Edge welds require 2 cuts, These samples shall be cut to a width of 1 0 cm
(4 in), Properly identifY each weld using the row letter and weld number,
These samples are now ready to be tested,
3, Long-term Seam Peel Strength Test
The long-term seam peel-strength test shall take place within an environmentally
controlled chamber that undergoes temperature change on a I-hour cycle from
room temperature to 540C (l300F), Room temperature shall be defined per ASTM
E41.
Within the environmentally controlled chamber, one of the ends of the samples (10
samples in total) shall be secured to a stationary upper clamp, The jaws of the
clamp shall be of such configuration that the grip does not over stress the sample
during the test period, The sample shall be secured so that its axis is vertical and
the welds being tested are horizontal as the sample hangs within the
environmentally controlled chamber. The sample to be tested shall be loaded such
that the load applied shall produce a peeling action on the seam.
A weight of72,5 kg (160 lb) shall be lifted via a hoist or lift platform and attached
to the free lower end, ofthe sample, The weight shall be lowered in a way so that
no impact load occurs on the sample being tested. The weight shall be sufficient
distance from the floor of the chamber so that the weight will not touch the floor
of the chamber as the sample undergoes creep during the test period, The date and
hour the weight is applied shall be recorded,
The temperature cycle shall commence immediately within the environmentally
controlled chamber, The test period for the applied load shall be 168 hours,
4, Definition of Pass / Failure
If any of the 10 seams fail prior to the end of the 168-hour (7-day) period, the date
and hour ofthe failure shall be recorded and the polyethylene resin and strip
material shall be considered unsuitable for geocell manufacturing,
Exhibit J Section 6 Geoweb Load Support System
39
SECTION 7 MEASUREMENT AND PAYMENT
I. GENERAL
A. Scope
The Contractor shall receive and accept the compensation provided in the Proposal
and the Contract as full payment for furnishing all materials, labor, tools and
equipment, for performing all operations necessary to complete the work under the
Contract, and also in full payment for all loss or damages arising from the nature of
the work, or from any discrepancy between the actual quantities of work and
quantities herein estimated by the Engineer, or from the action of the elements or from
any unforeseen difficulties which may be encountered during the prosecution of the
work until the final acceptance by the Owner,
The prices stated in the proposal include all costs and expenses for taxes, labor,
equipment, materials, commissions, transportation charges and expenses, patent fees
and royalties, labor for handling materials during inspection, together with any and all
other costs and expenses for performing and completing the work as shown on the
plans and specified herein, The basis of payment for an item at the unit price shown in
the proposal shall be in accordance with the description of that item in this Section,
The Contractor's attention is again called to the fact that the quotations for the
various items of work are intended to establish a total price for completing the work
in its entirety. Should the Contractor feel that the cost for any item of work has not
been established by the Bid Form or Basis of Payment, he shall include the cost for
that work in some other applicable bid item, so that his proposal for the project does
reflect his total price for completing the work in its entirety,
B. Tvpes
The quantities for payment under this Contract shall be determined by actual
measurement of the completed items, in place, ready for service and accepted by
the Owner, in accordance with the applicable method of measurement contained
herein, A representative of the Contractor shall witness all field measurements,
C, Bid Schedule Items Corresponding to Table A (Bid Pro1Josan
Mobilization
Measurement for payment of the above item will be by lump sum,
Payment for this item will be made at the contract unit price bid per lump
Exhibit J Section 7 Measurement and Payment
41
sum,
ProvidelMaintain As-built Plans
Measurement for payment of the above item will be by lump sum,
Payment for as built plans will be made at the lump sum contract unit price,
which price and payment shall be full compensation for all materials, labor,
professional surveyor's fees, and all other work and incidental items
required to provide the as-built plans,
Provide Construction Surveving and Lavout
Measurement for payment of the above item will be by lump sum,
Payment for construction survey layout will be made at the lump sum
contract unit price, which price and payment shall be full compensation for
all materials, labor, professional surveyor's fees, and all other work and
incidental items required to perform construction layout,
Maintenance of Traffic
Measurement for payment of the above item will be by lump sum,
Payment for this item will be made at the lump sum contract unit price,
which price and payment shall be full compensation for all materials, labor,
mobilization, signs, barricades, and all other work and incidental items
required to maintain traffic flow through the construction zones in
accordance with the FDOT and Collier County right-of-way permit
requirements,
Bailed Hav or Straw
Measurement for payment of the above item will be the number of each
Bail installed and accepted,
Payment for bailed hay or straw will be made at the Contract unit price per
each, which price and payment shall be full compensation for all staking,
bedding, grade preparation, labor, and all other work required or specified
for the satisfactory installation of each bail.
Exhibit J Section 7 Measurement and Payment
42
Floating Turbiditv Barrier
Measurement for payment for the above item will be the linear feet,
measured along the top of the floating turbidity barrier, completed and
accepted.
Payment for floating turbidity barrier will be made at the contract unit price
per linear feet, which price and payment shall be full compensation for all
material, labor, mobilization, erosion and turbidity controls, and all other
work and incidental items necessary to maintain the floating turbidity
barrier in accordance with the plans,
Staked Silt Fence (Tvoe III)
Measurement for payment for the above item will be the linear feet,
measured along the silt fence completed and accepted,
Payment for Type III Stake Silt Fence will be made at the contract unit
price per linear feet which price and payment shall be full compensation for
all material, to construct and maintain the silt fence in accordance with the
plans,
Clearing and Grubbing
Measurement and payment of the above item will be by lump sum,
Payment for clearing and grubbing will be made at the lump sum contract
unit price which price and payment shall be full compensation for all
material, labor, hauling and disposing and all other work and incidental
items required to properly remove existing culverts, pavement, driveways,
structures, rip-rap, debris and vegetation from the area of proposed
construction,
Removal of Existing Stone/Concrete Wall
Removal of Existing 48" CMP's at Doral Circle
Remove Concrete Plu~ from Barrel of Triple 7"X4' Box Culvert
Measurement for payment of the above items will be by lump sum,
Exhibit J Section 7 Measurement and Payment
43
Payment for this item will be made at the lump sum contract unit price,
which price and payment shall be full compensation for all materials, labor,
mobilization, demolition, removal and disposal of debris, cleanup, and all
other work and incidental items required to remove the respective items,
Un-classified Excavation
Measurement and payment of the above item will be based upon the
number of cubic yard of material excavated,
The quantity for payment shall be field measured in its original position as
determined by the Engineer and agreed upon by the Owner's representative
and the Contractor, Payment for this shall be full compensation for all
materials and labor necessary to complete the excavation, accepted and
approved by the Engineer, including temporary berms for de-watering,
Rock Excavation
Measurement and payment of the above item will be based upon the
number of cubic yard of material excavated,
The quantity for payment shall be field measured in its original position as
determined by the Engineer and agreed upon by the Owner's representative
and the Contractor,
Embankment
Measurement and payment of the above item will be based upon the
number of cubic yards of material, field measured, compacted, in place,
Payment for the above item will be made at the contract unit price per
cubic yard, which price shall be field compensation for all materials and
labor necessary to furnish the embankment in place and accepted as
approved by the Engineer,
Tvoe "B" Stabilization (12" Thick)
Maint. Travel-WaylRoad Base (6" Limerock)
Boat Ramps (Arrnorflex)
Exhibit J Section 7 Measurement and Payment
44
1 Yz "Asphaltic Concrete, Tvoe S III
Measurement and payment of the above items will be the actual area of
each item placed and accepted.
Payment for these items will be made at the Contract unit price bid per
square yard for the respective thickness of each item, respectively, The
Contract unit price shall be full compensation for all necessary preparation,
tack coat, placement and compaction, furnishing of all materials, and labor,
equipment, transportation and all other necessary items to complete each
item described above as specified,
Geoweb Road (Geoweb/Sand InfilVGeotextile Separator)
Measurement for payment of Geoweb Road will be per square yard of road
installed and accepted,
Payment for this item will be made at the contract unit price per linear foot,
which price shall include all material, labor, placement compaction, and all
other work and incidental items required for complete installation in
accordance with the plans,
Geoweb Marker (II" Rubber Tee Distance Marker, Yellow)
Measurement for payment of the above item will be the number of each
marker installed and accepted,
Payment for Geoweb Markers will be made at the Contract unit price per
each, which price and payment shall be full compensation for all grading,
bedding, materials, labor, and all other work required or specified for the
satisfactory installation/construction of each marker,
Class IV Concrete (Box Culvert)
Class I Concrete (End walls )
The quantity for payment for Concrete Class I and IV shall be the number
of cubic yards placed and accepted,
Payment for this item will be made at the contract unit price per cubic yard
for the respective item, which price and payment shall be full compensation
for all material, labor, excavation, dewatering, sheeting, shoring, form
Exhibit J Section 7 Measurement and Payment
45
work, placement of concrete, backfill, and all other work and incidental
items required for a complete installation as specified,
Reinforcing Steel (Box Culvert)
The quantity for payment for Reinforcing Steel (Box Culvert) shall be the
number of pounds of steel placed and accepted,
Payment for this item will be made at the contract unit price per pound,
which price and payment shall be full compensation for all material, labor,
placement, supports, tying, welding, clips, spacers, couplers, and all other
work and incidental items required for a complete installation as specified.
Weir Control Structure with Gates (LCB-00-SOI20)
Measurement for payment of the above item will be the number of each
control structure constructed and accepted,
Payment for control structures will be made at the Contract unit price per
each, which price and payment shall be full compensation for all
excavation, bedding, base preparation, dewatering, sheeting, concrete,
form work, furnishing and installation of gates and Railing, labor, masonry,
backfill, and all other work required or specified for the satisfactory
installation! construction of this item.
24"Class III RCP (Storm Sewer) (Round Shape)
24" X 38" Class III RCP (Storm Sewer) (ElliPtical Shape)
30"Class III RCP (Storm Sewer) (Round Shape)
12" ADS Pipe
The quantity for payment for the respective sizes and respective items shall
be the horizontal distance, measured along the centerline of pipe or box
culvert in the following manner:
a, Between headwalls: Pipe shall be measured from the outside wall
of one headwall to the outside wall of the consecutive headwall;
b, Between Mitered Ends: Pipe shall be measured as indicated in
FDOT Standard Index No, 273, therefore not including the length
ofthe mitered end (dimension F),
Exhibit J Section 7 Measurement and Payment
46
Payment for these items wilI be made at the contract unit price per linear
foot for the respective item, which price and payment shall be full
compensation for all material, labor, excavation, pipe, gaskets, pipe
bedding, pipe laying, dewatering, compaction around the pipe as specified,
sheeting, shoring, box, restoration to preconstruction condition of
irrigation and landscaping excluding sod, and all other work and incidental
items required for a complete installation as specified,
12" ADS Yard Drain
24" Mitered End Section (Side Drain)
Measurement for payment of the above items wilI be the number of each
drain or mitered end constructed and accepted,
Payment for drains or mitered ends will be made at the Contract unit price
per each, which price and payment shall be full compensation for all
excavation, bedding, base preparation, dewatering, sheeting, concrete,
form work, labor, masonry, backfill, and all other work required or
specified for the satisfactory installation/construction of each respective
item,
Concrete Curb. Tvoe E (Special 2' Wide)
The quantity for payment for Concrete Curb, Type E shall be the horizontal
distance, measured along the centerline of the curb
Payment for this item will be made at the contract unit price per linear foot,
which price and payment shall be full compensation for all material, labor,
grading, form work, finishing, and all other work and incidental items
required for a complete installation as specified,
Riprap (Rubble) (Includes Bedding Stone)
Measurement and payment of the above item will be based upon the
number of cubic yards of material, field measured, in place,
Payment for riprap wilI be made at the contract unit price per cubic yard,
which price and payment shall be full compensation for all riprap, labor,
placement, compaction, and all other work and incidental items required
Exhibit J Section 7 Measurement and Payment
47
for complete installation as specified,
3' Stone/Concrete Wall
Measurement for payment of the above item shall be the horizontal
distance, measured along the centerline of the wall,
Payment for walls will be made at the Contract unit price per linear foot,
which price and payment shall be full compensation for all excavation,
bedding, base preparation, dewatering, sheeting, concrete, form work,
stone, labor, masonry, backfill, and all other work required or specified for
the satisfactory installation/ construction of the wall,
Relocate Fence (Chain-link Fence)
Measurement for payment of the above item shall be the horizontal
distance, measured along the centerline of the fence.
Payment for relocating fences will be made at the Contract unit price per
linear foot, which price and payment shall be full compensation for all
clearing, grading, preparation of post holes, posts, incidental materials,
concrete, and all other work required or specified for the satisfactory
relocation ofthe fence,
Relocate Existin~ Yard Light Poles
Measurement for payment of the above item shall be the number of each
item relocated,
Payment for relocating Yard Lights will be made at the Contract unit price
per each, which price and payment shall be full compensation for all
clearing, grading, preparation of post holes, posts, electrical wiring,
conduits, incidental materials, concrete, permits, and all other work
required or specified for the satisfactory relocation of the Light.
Sodding (Bahia)(Includes Water. Fertilizing & Mowing)
Sodding (Bermuda)Oncludes Water. Fertilizing & Mowing)
Sodding (St. Augustine)Oncludes Water, Fertilizing & Mowing)
Exhibit J Section 7 Measurement and Payment
48
The quantity for payment shall be per square yard as determined by field
measurement of disturbed areas, The type of sod placed shall be as
specified, Installation of sod shall be properly coordinated to avoid
dannage to newly placed sod areas, No payment will be made for sod that
is not green and healthy at the time of project completion.
Payment for sod will be made at the contract unit price per square yard,
which price and payment shall be full compensation for all material, labor,
mobilization, sod, placement, watering, fertilizer, and all other work and
incidental items necessary to establish a healthy stand of grass,
6" Yellow CIL Lines (Thermoplastic)
6" White Ed~e Lines (Thermoplastic)
Measurement for payment of the above item shall be the horizontal
distance, measured along the centerline of the Line,
Payment for Lines will be made at the Contract unit price per linear foot,
which price and payment shall be full compensation for all cleaning and
surface preparation, materials, equipment, labor, finishing, curing,
protection, and all other work required or specified for the satisfactory
completion of the Lines,
Reflective Pavement Markers
Measurement for payment ofthe above items will be the number of each
Marker installed and accepted,
Payment for Reflective Pavement Markers will be made at the Contract
unit price per each, which price and payment shall be full compensation for
all cleaning and surface preparation, materials, equipment, labor, and all
other work required or specified for the satisfactory
installation/construction of each Marker.
6" Water Main Relocation over Box Culvert Sta,-18+77 +/_
8" Reclaimed Water Main Deflection under Canal-Sta, 20+87 +/_
12" Force Main Deflection under Canal-Sta. 39+68 +/_
Measurement for payment of the above items will be by lump sum,
Payment for this item will be made at the lump sum contract unit price,
which price and payment shall be full compensation for all clearing,
Exhibit J Section 7 Measurement and Payment
49
grubbing, excavation, dewatering, backfill, directional boring equipment,
casing and carrier pipe and other materials, thrust blocks, supports, fittings,
connections to existing mains, valves including air release valves, valve
vaults, valve boxes, adjustment of existing valves and valve boxes, warning
signs, testing, fittings, and for all equipment and all other work necessary
to complete the installation as specified,
6" Force Main (Cut, Cap & Remove) Sta, 32+64 +/-
Measurement for payment of the above item will be by lump sum,
Payment for this item will be made at the lump sum contract unit price,
which price and payment shall be full compensation for all clearing,
grubbing, excavation, dewatering, backfill, equipment, materials, thrust
blocks, supports, fittings, and for all equipment and all other work
necessary to complete the removal as specified,
Adiust Water Main Valve or Meter
Measurement for payment of the above item will be the number of each
adjustment made and accepted,
Payment for adjustments will be made at the Contract unit price per each,
which price and payment shall be full compensation for all clearing,
grubbing, excavation, dewatering, backfill, equipment, materials, boxes,
supports, fittings, and for all equipment and all other work necessary to
complete the adjustment as specified,
SEC 7
Exhibit J Section 7 Measurement and Payment
50
EXHIBIT K
PERMITS
Provided in Separate File
GC-CA-J-1
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
LOWER WEST COAST REGIONAL SERVTCE CENITR 2301 McGregor Boulev,lTd. hJrt Myers, FL .H901
(239)338-2929 . FL W A TS 1-800-248-1201 . Suncom 74-8-2929 . Fax (239) 338-2936 . www.sfwmd.gov/lwcj
CON 24-06
Application No.: 090415-9
General Permit No.: 11-03008-W
November 1 B, 2009
COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
ATTN: JOHN VLIET
2885 SOUTH HORSESHOE DRIVE
NAPLES, FL 34104
Dear Permillee:
SUBJECT:
General Water Use Permit No.: 11-03008-W
Project: LEL Y MAIN EXTENSION LASIP IMPROVEMENTS
Location: COLLIER COUNTY, S19,20fT50S/R26E
Permlllee: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
This letter Is to nolify you of the District's agency action concerning your Notice of Intent to Use Water,
This action is taken pursuant to Chapter 40E-20, Florida Administrative Code (FA C.). Based on the
information provided, District rules have been adhered to and a General Water Use Permit is in effect for
Ihls project subject to:
1, Not receiving a filed request for Chapter 120, Fiorida Statules, administrative hearing and
2, The attached limiting Conditions,
The purpose of this application is to obtain a Water Use Permit for dewatering to facilitate canal
improvements, Withdrawals are from the Water Table Aquifer via three proposed wilhdrawallacilities, The
Permittee is advised that this permit does not relieve any person from the requirement to obtain all
necessary federal, state, local and special district aUlhorizations,
A copy of the permit, its limiting conditions, and dewatering plan is required to be kept on site at all times
during dewalering operations by the lead contraclor or site manager, The Permittee shall not withdraw
more than 1,800 million gallons in the duration of this permit, nor more than 10 million gallons per day.
~!h'I"I<'; 111,';0'.'11."'" "" :\.101 (;,,,, Club 1~0,d, I'() no, 2~I,SO, Wes' [',,1m Ix-....h, n. }'Q[('.l<'0iJ . (.cd) {,S(.-H",lO . 1'1. WA rs 1-.'nU,~}2.20~5
Application Number: 090415-9
COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
November 18, 2009
Page 2
Date Of Issuance: November 18, 2009
Expiration Date: December 7,2014
Water Use Classlficatlon: Dewatering
Water Use Permit Status: Proposed
Environmental Resource Permit Status: Proposed Concurrently With Application No. 090410-8,
Right Of Way Permit Status: Not Applicable.
Surface Water From:
Water Table aquifer
Permitted Allocatlon(s):
Annual Allocation:
Maximum Monthly Allocation:
1,800,000,000 Gallons
294,624,000 Gallons
Proposed Withdrawal Facilities - Surface Water
Source: Water Table aquifer
3 - 8' X 55 HP X 2200 GPM hydraulic Pumps
Rated Capacity
Source(s) Status Code GPM MGD MGM MGY
Water Table aquifer P 6,600 9,50 288,9 3,469
Totals: 6,600 9,50 288.9 3,469
Application Number: 090415-9
COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
November 18, 2009
Page 3
Should you object to the Limiting Conditions, please refer to the attached Notice of Rights which
addresses the procedures to be followed it you desire a public hearing or other review of the proposed
agency action. Please contact this office it you have questions concerning this matter, If we do not hear
from you prior to the time frame specified in the Notice of Rights, we will assume that you concur with the
District's recommendations.
Certificate Of Service
I HEREBY CERTIFY that a Nolie:e of Rights has been mailed to the addressee not later than 5:00 p,m, this
18th day of November, 2009, in accordance with Section 120,60(3), Florida Statutes,
Sincerely,
-7~25 ~
Noah B. Kugler, P,G,
Senior SupeIVising Hydrogeoiogisl
Water Use RegulaUon Division
NBK Icb
Certified Mail No.:
70081140000141141704
Enclosure
c: Agnoll Barber Brundage lnc
Engineer, City of Naples
Application Number: 090415-9
COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
November 18, 2009
Page 4
Limiting Conditions
1, This permit shall expire on December 7, 2014,
2, Application tor a permit modification may be made at any time,
3, Water use classification:
Dewatering water supply
4, Source classification is:
Surface Water from:
Water Table aquifer
5, PermitJee shall not withdraw more than 1800 million gallons in the duration of this permit, nor more
than 10 million gallons per day,
6. Pursuant to Rule 40E-1,6105, FAC" Notification of Transfer of Interest In Real Property, within 30
days of any transfer of interest or control of the real property at which any permitJed facility, system,
consumptive use, or activity is located, the permittee must notify the District, in writing, of the transfer
giving the name and address of the new owner or person in control and providing a copy of the
instrument effectuating the transfer, as set forth in Rule 40E-1,6107, FAC,
Pursuant to Rule 40E-1,6107 (4), until transfer is approved by the District, the permittee shall be liable
for compliance with the permit. The permittee transferring the permit shall remain liable for all actions
that are required as well as ali violations of the permit which occurred prior to the transfer of the permit,
Failure to comply with this or any other condition of this permit constitutes a violation and pursuant to
Rule 40E-1,609, Suspension. Revocation and Modification of Permits, the District may suspend or
revoke the permit.
This Permit is issued to:
Collier County Board of County Commissioners
Atln: John Vliet
2885 South Horseshoe Drive
Naples, FL 34104
7, Withdrawal Facilities:
Surface Water - Proposed:
3 - 8' x 55 HP X 2200 GPM hydraulic Pumps
Application Number: 090415-9
COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
November 18, 2009
Page 5
Limiting Conditions
8. Permittee shall mitigate interference with existing legal uses that was caused in whole or in part by the
permillee's withdrawals, consistent with the approved mitigation plan, As necessary to offset the
interference, mitigation will include pumpage reduction, replacement of the impacted individual's
equipment, relocation of wells, change In withdrawal source, or other means,
Interference to an existing legal use is delined as an impact that occurs under hYdrologic conditions
equal to or less severe than a 1 in 10 year drought event that results in the:
(1) Inability to withdraw water consistent with provisions of the permit, such as when remedial structural
or operational actions not materially authorized by eXiSting permits must be taken to address the
interference; or
(2) Change in the quality of water pursuant to primary State Drinking Water Standards to the extent
that the water can no longer be used for its authorized purpose, or such change is imminent.
9. Permiltee shall mitigate harm to existing Off-site land uses caused by the permittee's withdrawals, as
determined through reference to the conditions for permit issuance. When harm occurs, or is
imminent, the District will require the permillee 10 modify withdrawal rates or mitigate Ihe harm. Harm
caused by withdrawals, as determined through reference to the Conditions for permit issuance,
includes:
(1) Significant reduction in water levels on the property to the extent that the designed function of the
water body and related surface water management improvements are damaged, not Including
aesthetic values, The designed function of a water body is identified in tha original permit or other
governmental authorization Issued for the construction of the water body, In cases where a permit was
not required, the designed function shall be determined based on the purpose for the original
construction of the water bOdy (e,g. fill for construction, mining, drainage canal, etc,)
(2) Damage to agriculture, including damage resulting from reduction in soil moisture resulting from
consumptive use; or
(3) Land collapse or subsidence caused by reduction in water levels associated with consumptive use.
Application Number: 090415-9
COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
November 18, 2009
Page 6
Limiting Conditions
10, Permittee shall mitigate harm to the natural resources caused by the permittee's withdrawals, as
determined through reference to the conditions for permit issuance, When harm occurs, or is
imminent, the District will require the permittee to modify withdrawal rates or mitigate the harm, Harm,
as determined through reference to the conditions for permit issuance includes:
(1) Reduction in ground or surface water levels that results in harmful lateral movement of the fresh
water/salt water interface,
(2) Reduction in water levels that harm the hydroperiod of wetlands,
(3) Significant reduction in water levels or hydroperiod in a naturally occurring water body such as a
lake or pond,
(4) Harmful movement of contaminants in violation of state water quality standards, or
(5) Harm to the natural system including damage to habitat for rare or endangered species,
11, If any condition of the permit is violated, the permit shall be subject to review and possible modification,
enforcement action, or revocation,
12, Authorized representative:; of the District shall be permitted to enter, inspect, and observe the
permitted system to determine compliance with special conditions,
13, The Permittee is advised that this permit does not relieve any person from the requirement to obtain all
necessary federal, state, local and special district authorizations,
14, The permit does not convey any property right to the Permittee, nor any rights and privileges other than
those specified in the Permit and Chapter 40E-2, Florida Administrative Code,
15, Permittee shall submit all data as required by the implementation schedule for each of the limiting
conditions to: SFWMD, Environmental Resource Compliance, P,O, Box 24680, West Palm Beach, Fl
33416-4680,
t6, The Permittee Is advised that this Permit does not relieve the Permittee of complying with all county,
state, and federal regulations governing these operations, maintenance. and reclamation of the borrow
pit.
17, All dewatering water shall be retained on the Permittee's land, Off-site discharge of dewatering
effluent shall not be made,
18, The excavation shall be constructed using sound engineering practice, II the excavation endangers the
properties of adjacent owners through erosion, side wall collapse. etc" the Permittee shall cease
operation upon notification by the District until a method to prevent such occurrences is found and
instituted,
19, Permittee shall immediately cease dewatering when continued dewatering would create a condition
hazardous to the health, safety, and general welfare of the people of the District.
20, Permittee shall be responsibie for clearing shoaling if the Permittee's dewatering operation creales
shoaling in adjacent water bodies,
Application Number: 090415-9
COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
November 18, 2009
Page 7
limiting Conditions
21, Permittee shall comply with turbidity and general water quality standards for surface discharge into
receiving streams, as established by Chapter 62-302, Florida Administrative Code.
22, Permittee shall not lower the water lable below the following depths:
-1 feet NGVD or 7 feet below land surtace
23, A copy 01 the permit, its limiting conditions, and dewatering plan is required to be kept on site at all
times during dewatering operations by the lead contractor or site manager,
24, In the event of a declared water shortage, water withdrawal reductions will be ordered by the District in
accordance with the Water Shortage Plan, Chapter 40E-21, FAC. The Permittee is advised that
during a water shortage. pumpage reports shall be submitted as required by Chapter 40E-21. FAC,
25, At least 72 hours prior to initial dewatering, the Permittee shall notify the District that dewatering is
about to commence and verily all precautions are in place prior to project commencing with pumping
operation, including:
A) The location and design of the recharge trenches and on-site retenlion areas where dewatering
water Will be retained,
B) The location of monitoring facilities. aM
C) Other appropriate site-specific issues related to the protection of the resource or other existing
legal users,
Failure of the permittee or his representative contractor to notify the District before dewatering is
Initiated will result in enlorcement action,
II necessary, the District shall conduct a site visit.
Notification of commencement of dewatering can be made by contacting:
Scoll Kort at 239-338-2929,
26, Dewatering is authorized by this permit for a duration of one year from the date provided to the District
by the Permittee in accordance with the notification requirements as stated in the Limiting Conditions of
this permit.
27, The Permittee shall conduct dewatering activities in adherence to the following operating plan:
The surface water pumps used for dewatering are included as Exhibit 4, A detailed map Is provided as
Exhibit 5. which includes cross-sections and a detailed chloride moniloring plan, A wrillen dewatering
plan is provided as Exhibit 6,
Application Number: 090415-9
COlliER COUNTY BOARD OF COUNTY COMMISSIONERS
November 18, 2009
Page 8
Limiting Conditions
28, The Permittee's monitoring plan shall be implemented as follows:
The saline monitoring plan Will consist of monitoring the chloride levels of the project groundwater
effluent and the surface water at the LASIP main canal spreader lake. Chloride monitoring will be
conducted on a daily basis, The results are to be recorded and maintained in an accessible location
on-site at all times. Ground water effluent with chloride levels between background and 200 PPM
above background shall be stored within the canal system, Ground water effluent with chloride levels
between 200 PPM and 600 PPM above background shall be diverted downstream to the southern
spreader lake, Dewatering activities will stop immediately and the SFWMD notified if chloride levels
above 800 PPM above background level are encountered,
NOTICE OF RIGHTS
As required by Sections 120,569(1), and 120,60(3), Fla. Stat., following is notice of the opportunities which
may be available for administralive hearing or judicial review when the substantial interests of a party are
determined by an agency, Please note that this Notice of Rights is not intended to provide legal advice,
Not all the legal proceedings delailed below may be an applicable or appropriate remedy, You may wish to
consult an altorney regarding your legal rights,
RIGHT TO REQUEST ADMINISTRATIVE HEARING
A person whose substantial interests are or may be affected by the South Florida Water Management
District's (SFWMD or District) action has the right to request an administrative hearing on that action
pursuant to Sections 120,569 and 120,57, Fla, Stat. Persons seeking a hearing on a District decision
which does or may determine their substantial interests shall file a petition for hearing with the District Clerk
within 21 days of receipt of wrilten notice of the decision, unless one of the following shorter time periods
apply: 1) within 14 days of the notice of consolidated intent to grant or deny concurrently reviewed
applications for environmental resource permits and use of sovereign submerged lands pursuant to Section
373.427, Fla. Stal.; or 2) within 14 days of seNice of an Administrative Order pursuant to Subsection
373,119(1), Fla, Stat. "Receipt of wrillen notice of agency decision" means receipt of either written notice
through mail, or electronic mail, or posting that the District has or Intends to take final agency action, or
publication of notice that the District has or intends to take final agency action, Any person who receives
wrilten notice of a SFWMD decision and fails to file a written request for hearing within the timeframe
described above waives the right to request a hearing on that decision,
Filing Instructions
The Petition must be filed with the Office of the District Clerk of the SFWMD, Filings with the District Clerk
may be made by mail, hand-delivery or facsimile. Filings bye-mail will nol be accepted. Any person
wishing to receive a clerked copy with the date and time stamped must provide an additional copy, A
pelition for administrative hearing is deemed filed upon receipl during normal business hours by the District
Clerk at SFWMD headquarters in West Palm Beach, Florida, Any document received by the office of the
SFWMD Clark after 5:00 p,m, shall be filed as of 8:00 a,m, on the next regular business day, Additional
filing instructions are as follows:
· Filings by mail must be addressed to the Office of the SFWMD Clerk, P,O. Box 24680, West Palm
Beach, Florida 33416,
· Filings by hand-delivery must be delivered to the Office of the SFWMD Clerk. Delivery of a
petilion to the SFWMD's security desk does not constitute filing. To ensure proper filing, it
will be necessary 10 request Ihe SFWMD's security officer to contact the Clerk's office, An
employee of the SFWMD's Clerk's office will receive and file the petition,
· Filings by facsimile must be transmilled to the SFWMD Clerk's Office at (561) 682.6010, Pursuant
to Subsections 28-106,104(7), (8) and (9), Fla, Admin, Code, a party who files a document by
facsimile represents that the original physically signed document Will be retained by that party for
the duration of that proceeding and of any subsequent appeal or subsequent proceeding in that
cause, Any party who elects to file any document by facsimile shall be responsible for any delay,
disruption, or interruption of the electronic signals and accepts the full risk lhat the document may
not be properly filed with lhe clerk as a result. The filing date for a document filed by facsimile shall
be the date the SFWMD Clerk receives the complete document.
Rev, 07101/2009 1
Initiation of an Administrative Ilea ring
Pursuant to Rules 28-106,201 and 28.106,301, Fla, Admin, Code, initiation of an administrative hearing
shall be made by written petition to the SFWMD in legible form and on 8 and 1/2 by 11 inch white paper.
All petitions shall contain:
I, Identification of the action being contested, including Ihe permil number, application number,
District file number or any other SFWMD identification number, if known,
2, The name, address and telephone number of the petitioner and petitioner's representative, if any,
3. An explanation of how the petitioner's substantial interests will be affected by the agency
determination,
4, A statement of when and how the petitioner received notice of the SFWMD's decision.
5, A statement of all disputed issues of material fact. If there are none, the petition must so indicate,
6, A concise statement of the ultimate facts alleged, including the specific facts the petitioner
contends warrant reversal or modification of the SFWMD's proposed action,
7. A statement of the specific rules or statutes the petitioner contends require reversal or modification
of the SFWMD's proposed action,
8. If disputed issues of material fact exist, the statement must also include an explanation of how the
alleged facts relate to the specific rules or statutes,
9. A statement of the relief sought by the petitioner, stating precisely the action the petitioner wishes
the SFWMD to take with respect to the SFWMD's proposed action,
A person may file a request for an extension of time for filing a petition. The SFWMD may, for good cause,
grant the request. Requests for extension of lime must be filed with the SFWMD prior to the deadline for
filing a petition for hearing. Such requests for extension shall contain a certificate that the moving party has
consulted with all other parties concerning the extension and that the SFWMD and any other parties agree
to or oppose the extension, A timely request for extension of time shall tolllhe running of the time period for
filing a petition untif the request is acted upon,
If the District takes action with substantially different impacts on water resources from the notice of intended
agency decision, the persons who may be substantially affected shall have an additional point of entry
pursuant to Rule 28-106,111, Fla, Admin. Code, unless otherwise provided by law.
Mediation
The procedures for pursuing mediation are set forth in Section 120,573, Fla. Stat., and Rules 28-f06,111
and 28-106.401-.405, Fla, Admin, Code, The SFWMD is nol proposing mediation for this agency action
under Section 120,573, Fla. Stat., at this time,
RIGHT TO SEEK JUDICIAL REVIEW
Pursuant to Sections 120,60(3) and 120,68, Fla, Stat., a party who is adversely affected by final SFWMD action
may seek judicial review of the SFWMD's final decision by filing a notice of appeal pursuant to Florida Rule of
Appellate Procedure 9.110 in the Fourth District Court of Appeal or in the appellate district where a party
resides and filing a second copy of the notice with the SFWMD Clerk within 30 days of rendering of Ihe final
SFWMD action,
Rev, 07/01/2009
2
Application Number: 090415-9
COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
November 18, 2009
Page 9
bc:Cralg Boomgaard, P,G,
C, Tears - 6862
p, McGary - 6861
PermIT File
S, Korf - 6861
WU Compliance - T. Schwetje - 6861
ADDRESSES
Agnoli Barber Brundage Inc
AUn: Daniel W Brundage
7400 Tamlaml Trail N Suite 200
Naples. FL 34108
Engineer, City of Naples
AUn: Naples
735 Eighth St South
Naples
Naples, FL 34102
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COLLIER COUNTY, FLORIDA
Legend
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DApplication Sections
Application Number: 090415.9
Permit Number: 11-03008-W
Project Name: LELY MAIN EXTENSION LASIP
IMPROVEMENTS
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Legend
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COLLIER COUNTY, FLORIDA
Legend
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Application Number: 090415-9
Permit Number: 11-03008-W
Project Name: LELY MAIN EXTENSION LASIP
IMPROVEMENTS
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Exhibit 5
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Lely Main Extension Dewateri ng Scenario
The proposed canal excavation will be accomplished by dewatering the entire canal length as a
single phase, Construction of the canal will begin first by construction of canal blocks at
Rattlesnake Hammock Road on the easterly end and another westerly canal block at the triple
5'x8" box culvert at the FPL easement on the west end of the project. Dewatering will then take
place by pumping groundwater effluent upstream into the LASlP phase I A canal north of
Rattlesnake Hammock Road.
The groundwater effluent will be clarified by use of hay bails and crushed stone sumps at each
pump and if necessary, further clarification will be accomplished by use of Baker Corp, or
similar filtration systems prior 10 discharge into the upstream canals.
A saline monitoring plan is proposed and will consist of monitoring the chloride levels of the
project groundwater effluent and the background level of the surface water at the LASIP main
canal spreader lake. Chloride monitoring will be conducted on a daily basis, The results are to
be recorded and maintained in an accessible location on-site at all times. Ground water effluent
with chloride levels between background and 200 PPM above background shall be stored within
the canal system. Groundwater effluent with chloride levels between 200 PPM and 600 PPM
above background shall be diverted downstream to the southern spreader lake. Dewatering
activities will stop immediately and the SFWMD notified ifchloride levels above 600 PPM
above background level are encountered,
The canal blocks will be removed and full canal flow restored at least 72 hours prior to a forecast
weather event in which 6 inches of rainfall or greater is predicted to occur, Refer 10 the
dewatering permit site map for a schematic representation on the system,
K:\7599.2 Roynl Wood Country Club\Corre:cpondencc:s\AppJicalions\Lcly Main Exfen~ion Dewalering permil\Lely Main
E:'l:lenSIOn dcwtllenng !ienerio.doc
090415-9
Exhibit 6
STAFF REPORT DISTRIBUTION LIST
LEL Y MAIN EXTENSION LASIP IMPROVEMENTS
Application No: 090410-8
Permil No: 11-01140-S
INTERNAL DISTRIBUTION
X Carmen Quan, P.E, - 4270
X Karyn Allman - 4270
X William Foley, P.E. .4270
X Laura Layman - 4270
X C, Tears - 6862
X ERC Englneerin9 - 6861
X ERC Environmental- 6861
X Fort Myers Backup File. 6861
X Permit File
EXTERNAL DISTRIBUTION
X Permittee - Collier County Board Of County
Commissioners
X Agent - A9noll Barber And Brundage Inc
OTHER INTERESTED PARTIES
X Audubon of Florida - Charles Lee
ADDRESSES
Agnolj Barber And Brundage Inc
7400 Tamiami Trail North Ste 200
Naples FL 34108
Audubon of Florida . Charles Lee
1101 Audubon Way
Maitland FL 32751
Application No: 090410~8
STAFF REPORT DISTRIBUTION LIST
Collier County Board Of County Commissioners
2885 South Horseshoe Drive
Naples FL 34104
Page 2 of 2
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE
STANDARD GENERAL PERMIT NO, 11-01140-S
DATE ISSUED:November 12, 2009
Form #0941
08/95
PERMITTEE: COLLIER COUNTY BOARD OF COUNTY
COMMISSIONERS
2885 SOUTH HORSESHOE DRIVE
NAPLES, FL 34104
PROJECT DESCRIPTION: This application is a request for a General Permit Modification authorizing
construction and operation of a surface water management system serving a 12.75
acre project known as Lely Main Extension LASIP Improvements with discharge to
the Lely Main Canal.
PROJECT LOCATION:
PERMIT DURATION:
COLLIER COUNTY,
SEC 19, 20 TWP 50S RGE 26E
See Special Condition No: 1. See attached Rule 40E-4.321, Florida Administrative
Code,
This is to notify you of the District's agency action concerning Notice of Intent for Permil Application No_ 090410-8, dated April 10. 2009. This
action is taken pursuant to Rule 40E-l .603 and Chapter 401::-40 , Florida Administrative Code (F AG.)
Based on the information provided. District rules have been adhered to and an Environmental Resource General Permit is in effect for this
project subject 10:
1. Not receiving a filed request for a Chapter 120, Florida Statutes, administrative hearing
2. the attached 19 General Conditions (See Pages. 2 - 4 of 6),
3. the attached 15 Special Conditions (See Pages. 5 - 6 of 6) and
4 the attached 3 Exhibit(s)
Should you object to these conditions, please refer to the aUached "Notice of Rights" which addresses the procedures to be followed if you
desire a public hearing or other review of the proposed agency action. Please conlact this office if you have any questions concerning this
matter If we do not hear from you in accordance with the "Notice of Rights," we will assume Ihat you concur with the District's action
CERTIFICATE OF SERVICE
I HEREBY CERTIFY that a "Notice of Rights" has been mailed to the Permittee (and the persons listed in the
attached distribution list}jlO later than 5:00 p.m. on this 12th day of November, 2009, in accordance with Section
120,60(3), Florida S~~tuf8s. .:,/'
BY: .' "" ../:~?>",-"._"""-"-_"_-_"_"'_""'_""_""'_""_"_"'_'"..'.......
,..Rlca;dtlA y2ler6E,
.... '[)ifiiptor,XWC Regulatory Division
/ . "91~iercCounty Service Center
Certi<<ed mail number 7008050000009951 6914
Page 1 of 6
..---
NOTICE OF RIGHTS
As required by Seclions 120.569(1). and 120.60(3), Fla. Stat, following is notice of the opportunities which
may be available for adminlslrative hearing or judicial review when the substantial interests of a party are
determined by an agency Please note that this Notice of Rights is nol intended to provide legal advice
Not all the legal proceedings detailed below may be an applicable or approprlale remedy You may wish to
consult an attorney regarding your legal rights.
RIGHT TO REQUEST ADMINISTRATIVE HEARING
A person whose subslantial interests are or may be affecled by Ihe South Florida Water Management
District's (SFWMD or District) action has the righl to request an admlnislrative hearing on that action
pursuant to Sections 120.569 and 120.57, Fla Stat Persons seeking a hearing on a Dislrict decision
which does or may determine their substantial interests shall file a petition for hearing with the Distnct Clerk
wilhin 21 days of receipt of wrilten nolice of Ihe decision, unless one of the following shorter time periods
apply 1) within 14 days of the notice of consolidated intent to grant or deny concurrently reviewed
applications for environ menial resource permits and use of sovereign submerged lands pursuant to Section
373.427, Fla. Stat, or 2) within 14 days of service of an Administrative Order pursuant to Subsection
373.119(1), Fla. Stat. "Receipt ofwrilten nolice of agency decision" means recelpf of either wnlten nolice
through mail, or electronic mail, or posting that the District has or intends to take final agency action, or
publication of notice that the District has or intends to take final agency action. Any person who receives
writlen notice of a SFWMD decision and fails to file a written request for hearing within the timeframe
described above waives the right to request a hearing on Ihat decision.
Filing Instructions
The Petition must be filed with the Office of the District Clerk of the SFWMD. Filings with the Districl Clerk
may be made by mail, hand-delivery or facsimile. Filings by e.mail wilt not be accepted. Any person
wishing to receive a clerked copy with the date and time slamped Illust proVide an additional copy. A
petition for administralive hearing is deemed filed upon receipt during normal business hours by the District
Clerk at SFWMD headquarters in West Palm Beach, Florida Any documenl received by the oifice of the
SFWMD Clerk after 5:00 p.m. shall be filed as of 8:00 a.m. on Ihe next regular business day. Addilional
filing instructions are as foliows.
~ Filings by III ail must be addressed to Ihe Office 01 the SFWMD Clerk, PO Box 24680, West Palm
Beach, Florida 33416
o Filings by hand.delivery Illusl be delivered to the Office of the SFWMD Clerk. Delivery of a
petition to the SFWMD's security desk does not constitute filing, To ensure proper filing, it
will be necessary to request the SFWMD's security officer to contact the Clerk's office. An
employee of the SFWMD's Clerk's office will receive and file the petition.
. Filings by facsilllile Illust be transmitted to theSFWMD Clerk's Office at (561) 682-6010. Pursuant
to Subsections 28-106.104(7), (8) and (9), Fla. Admin. Code, a party who files a document by
facsimile represents thai the original physically signed documenl will be retained by that party for
the duration of that proceeding and of any subsequent appeal or subsequent proceeding in that
cause. Any party who elects to file any doculllent by facsimile shall be responsible for any delay,
disruption, or inlerruplion of the electronic signals and accepts the full risk that the document may
not be properly filed with the clerk as a result. The filing date for a document filed by facsimile shall
be the date the SFWMD Clerk receives the complete document
Rev. 0710112009
Initiation of an Administrative Hearing
Pursuant 10 Rules 28,106.201 and 28-106301, Fla Admin Code, Initiation of an administrative heanng
shall be made by written petition to the SFWMD in legible form and on 8 and 1/2 by 11 inch white paper.
All petitions shall contain
1 Identificalion of the actron being conlested, Including fhe permif number, applicalion number,
Dislrid file number or any other SFWMD identification number, if known
2 The name, address and lelephonenumber of the petitioner and petitioner's representative, it any.
3 An explanation of how the petitioner's substantial interests will be affected by the agency
determination.
4. A statement of when and how Ihe petitioner received notice of the SFWMD's decision.
5. A statement of all disputed issues of material fact. If there are none, the petition must so indicate
6 A concise statement of the ullimate facts alleged, including the specific fads the petilioner
contends warrant reversal or modification of Ihe SFWMD's proposed action.
7. A statement of Ihe specific rules or stafules the petitioner contends require reversal or modification
of Ihe SFWMD's proposed action
8, If disputed issues of material fact exisl, the sfatement must also include an explanation of how the
alleged facts relate to the specific rules or statules.
9, A statement of the relief sought by Ihe petitioner, stating precisely the action the petilioner wishes
the SFWMD to take with respect to fhe SFWMD's proposed actron,
A person may file a request for an extension of lime for filing a petition, The SFWMD may, for good cause,
grant the request. Requests for extension of time must be filed with the SFWMD prior 10 the deadline for
filing a pelition for hearing Such requesls for extension shall contain a certificate that the moving party has
consulted with all olher parties concerning the extension and that Ihe SFWMD and any olher parties agree
to or oppose the extension, A timely request for extension of time shall tolllhe running of the time period for
filing a pelition unlil the request is acted upon
If the District takes aclion with substantially different impacts on water resources from the nolice of intended
agency deciSion, the persons who may be substantially affected shall have an additional point of entry
pursuant 10 Rule 28-106.111, Fla, Admin, Code, unless otherwise prOVided by law.
Mediation
The procedures for pursuing mediation are set forth in Section 120573, Fla, Slat, and Rules 28-106.111
and 28-106401-405, Fla Admin. Code. The SFWMD is not proposing mediation for this agency action
under Section 120573, Fla. Stat., at Ihis time
RIGHT TO SEEK JUDICIAL REVIEW
Pursuant to Sections 120.60(3) and 120.68, Fla, Stat, a party who is adversely affected by final SFWMD aclion
may seek judicial review of the SFWMD's final decision by filing a notice of appeal pursuant to Florida Rule of
Appellate Procedure 9,110 in the Fourth Districl Court of Appeal or in the appellate districl where a party
resides and filing a second copy of the notice with the SFWMD Clerk within 30 days of rendering of the final
SFWMD action
Rev. 07/01/2009
2
Application No. 090410-8
Page2of6
GENERAL CONDITIONS
1. All activities authorized by this permit shall be implemented as set forth in the plans, specifications and
performance criteria as approved by this permit. Any deviation from the permitted activity and the
conditions for undertaking that activity shall constitute a violation of this permit and Part IV, Chapter 373,
F,S.
2, This permit or a copy thereof, complete with all conditions, attachments, exhibits, and modifications shall
be kept at the work site of the permitted activity, The complete permit shall be available for review at the
work site upon request by District staff, The permittee shall require the contractor to review the complete
permit prior to commencement of the activity authorized by this permit.
3, Activities approved by this permit shall be conducted in a manner which does not cause violations of State
water quality standards, The permittee shall implement best management practices for erosion and
pollution control to prevent violation of State water quality standards, Temporary erosion control shall be
implemented prior to and during construction, and permanent control measures shall be completed within
7 days of any construction activity. Turbidity barriers shall be installed and maintained at all locations
where the possibility of transferring suspended solids into the receiving waterbody exists due to the
permitted work. Turbidity barriers shall remain in place at all locations until construction is completed and
soils are stabilized and vegetation has been established. All practices shall be in accordance with the
guidelines and specifications described in Chapter 6 of the Florida Land Development Manual; A Guide to
Sound Land and Water Management (Department of Environmental Regulation, 1988), incorporated by
reference in Rule 40E-4,091, FAC. unless a project-specific erosion and sediment control plan is
approved as part of the permit. Thereafter the permittee shall be responsible for the removal of the
barriers. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water
resources.
4. The permittee shall notify the District of the anticipated construction start date within 30 days of the date
that this permit is issued. At least 48 hours prior to commencement of activity authorized by this permit,
the permittee shall submit to the District an Environmental Resource Permit Construction Commencement
Notice Form Number 0960 indicating the actual start date and the expected construction completion date.
5. When the duration of construction will exceed one year, the permittee shall submit construction status
reports to the District on an annual basis utilizing an annual status report form. Status report forms shall
be submitted the following June of each year.
6. Within 30 days after completion of construction of the permitted activity, the permitee shall submit a written
statement of completion and certification by a professional engineer or other individual authorized by law,
utilizin9 the supplied Environmental Resource/Surface Water Management Permit Construction
Completion/Certification Form Number 0881A, or Environmental Resource/Surface Water Management
Permit Construction Completion Certification - For Projects Permitted prior to October 3, 1995 Form No,
0881B, incorporated by reference in Rule 40E-1,659, FAC, The statement of completion and
certification shall be based on onsile observation of construction or review of as-built drawings for the
purpose of defermining if the work was completed in compliance with permitted plans and specifications.
This submittal shall serve to notify the District that the system is ready for inspection, Additionally, if
deviation from the approved drawings are discovered during the certification process, the certification must
be accompanied by a copy of the approved permit drawings with deviations noted, Both the original and
revised specifications must be clearly shown. The plans must be clearly labeled as "as-built" or "record"
drawin9s. All surveyed dimensions and elevations shall be certified by a registered surveyor,
7. The operation phase of this permit shall not become effective: until the permittee has complied with the
requirements of condition (6) above, and submitted a request for conversion of Environmental Resource
Permit from Construction Phase to Operation Phase, Form No, 0920; the District determines the system to
be in compliance with the permitted plans and specifications; and the entity approved by the District in
accordance with Sections 9.0 and 10.0 of the Basis of Review for Environmental Resource Permit
Application No.. 090410-8
Page 3 of 6
GENERAL CONDITIONS
Applications within the South Florida Water Management District, accepts responsibility for operation and
maintenance of the system, The permit shall not be transferred to such approved operation and
maintenance entity until the operation phase of the permit becomes effective, Following inspection and
approval of the permitted system by Ihe District, the permittee shall initiate Iransfer of the permit to the
approved responsible operating entity if different from the permittee, Until the permil is transferred
pursuant to Section 40E-1.6107, F,A,C" the permittee shall be liable for compliance with the terms of the
permit.
8. Each phase or independent portion of the permitted system must be completed in accordance with the
permitted plans and permit conditions prior to the Initiation of the permitted use of site infrastructure
located within the area served by that portion or phase of the system, Each phase or independent portion
of the system must be completed in accordance with the permitted plans and permit conditions prior to
transfer of responsibility for operation and maintenance of the phase or portion of the system to a local
government or other responsible entity.
9. For those systems that will be operated or maintained by an entity that will require an easement or deed
restriction in order to enable that entity to operate or maintain the system in conformance with this permit,
such easement or deed restriction must be recorded in the public records and submitted to the District
along with any other final operalion and maintenance documents required by Sections 9,0 and 10,0 of the
Basis of Review for Environmental Resource Permit applications within the South Florida Water
Management District, prior to lot or units sales or prior to the completion of the system, whichever comes
first. Other documents concerning the establishment and authority of the operating entity must be filed
with the Secretary of State, county or municipal entities. Final operation and maintenance documents must
be received by the District when maintenance and operation of the system is accepted by the local
government entity. Failure to submit the appropriate final documents will result in the permittee remaining
liable for carrying out maintenance and operation of the permitted system and any other permit conditions.
10. Should any other regulatory agency require changes to the permitted system, the permittee shall notify the
District in writing of the changes prior to implementation so that a determination can be made whether a
permit modification is required.
11. This permit does not eliminate the necessity to obtain any required federal, state, local and special district
authorizations prior to the start of any activity approved by this permit. This permit does not convey to the
permittee or create in the permittee any property right, or any interest in real property, nor does it authorize
any entrance upon or activities on property which is not owned or controlled by the permittee, or convey
any rights or privileges other than those specified in the permit and Chapter 40E-4 or Chapter 40E-40,
FAC..
12. The permittee is hereby advised that Section 253.77, F,S, states that a person may not commence any
excavation, construction, or other activity involving the use of sovereign or other lands of the State, the title
to which is vested in the Board of Trustees of the Internal Improvement Trust Fund without obtaining the
required lease, license, easement, or other form of consent authorizing the proposed use, Therefore, the
permittee is responsible for obtaining any necessary authorizations from the Board of Trustees prior to
commencing activity on sovereignty lands or other state-owned lands.
13, The permittee must obtain a Water Use permit prior to conslruction dewatering, unless the work qualifies
for a general permit pursuant to Subsection 40E-20.302(3), FAC., also known as the "No Notice" Rule,
14. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities
which may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment
or use of any system authorized by Ihe permit.
15. Any delineation of the extent of a wetland or other surface water submitted as part of the permit
Application No.: 090410-8
Page4of6
GENERAL CONDITIONS
applicatiDn, including plans or other supporting documentation, shall not be considered binding, unless a
specific condition of this permit Dr a formal determination under Section 373,421 (2), F,S., provides
otherwise.
16, The permittee shall nDtify the District in writin9 within 30 days of any sale, conveyance, or other transfer of
ownership or contrDI Df a permitted system or the real property on which the permitted system is located,
All transfers of ownership or transfers of a permit are subject tD the requirements Df Rules 40E-1,6105
and 40E-1.6107, F.A.C.. The permittee transferrin9 the permit shall remain liable for corrective actions
that may be required as a result of any violations prior to the sale, conveyance or other transfer of the
system.
17. Upon reasonable notice to the permittee, District authorized staff with proper identification shall have
permission to enter, inspect, sample and test the system to insure conformity with the plans and
specifications apprDved by the permit.
18. If historical or archaeDlogical artifacts are discovered at any time on the project site, the permittee shall
immediately notify the appropriate District service center.
19. The permittee shall immediately notify the District in writing of any previously submitted infDrmation that is
later discovered to be inaccurate.
Application No.. 090410-8
Page 5of6
SPECIAL CONDITIONS
1. The construction phase of this permit shall expire on November 12, 2014.
2, Operation of the surface water management system shall be the responsibility of COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS,
3. Discharge Facilities:
Structure LCB.00-S0120 (Exhibit 2.0 page 54 of 62):
1.60 f(, WIDE SHARP CRESTED weir with crest at elev, 4.0 f(, NGVD 29.
1.5 f(, wide X 5 f(, high slide 9ate with invert at elev. -1,0 f(, NGVD 29.
Receiving body: Lely Main Canal.
Control elev : 4,0 feet NGVD,
4. The permittee shall be responsible for the correction of any erosion, shoaling or water quality problems
that result from the construction or operation of the surface water management system,
5, Measures shall be taken during construction to insure that sedimentation and/or turbidity violations do not
occur in the receiving water.
6. The District reserves the ri9ht to require that additional water quality treatment methods be incorporated
into the drainage system if such measures are shown to be necessary.
7. Facilities other than those stated herein shall not be constructed withoul an approved modification of this
permit.
8. A stable, permanent and accessible elevation reference shall be established on or within one hundred
(100) feet of all permitted discharge structures no later than the submission of the certification report. The
location of the elevation reference must be noted on or with the certification report.
9. The permittee shall provide routine maintenance of all of the components of the surface water
management system in order to remove all trapped sediments/debris. All materials shall be properly
disposed of as required by law. Failure to properly maintain the system may result in adverse flooding
conditions.
10. This permit is issued based on the applicant's submitted information which reasonably demonstrates that
adverse water resource related impacts will not be caused by the completed permit activity. Should any
adverse impacts caused by the completed surface water management system occur, the District will
require the permittee to provide appropriate mitigation to the District or other impacted party, The District
will require the permittee to modify the surface water management system, if necessary, to eliminate Ihe
cause of the adverse impacts.
11. The permittee acknowledges, that pursuant to Rule 40E-4.101(2), FAC" a notice of Environmental
Resource or Surface Water Management Permit may be recorded in the county public records. Pursuant
to the specific language of the rule, this notice shall not be considered an encumbrance upon the
property.
12. If prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout
canoes, or any other physical remains that could be associated with Native American cultures, or early
colonial or American setJlement are encountered at any time within the project site area, the permitted
project should cease all activities involving subsurface disturbance in the immediate vicinity of such
discoveries, The permittee, or other desi9nee, should contact the Florida Department of State, Division of
Historical Resources, Review and Compliance Section at (850) 245.6333 or (800) 847-7278, as well as
the appropriate permitting agency office. Project activities should not resume without verbal and/or written
authorization from the Division of Historical Resources. In the event that unmarked human remains are
Application No.: 090410~8
Page 6 of6
SPECIAL CONDITIONS
encountered during permitted activities, all work shall stop immediately and the proper authorities notified
in accordance with Section 872,05, Florida Statutes.
13 The Permittee shall utilize the crileria contained in the Construction Pollution Prevention Plan and on the
applicable approved construction drawings for the duration of the projects construction activities as
indicated in Exhibit 3,0,
14, The Permittee shall utilize the criteria contained in the Urban Stormwater Management Program for post
construction activities as indicated in Special Condition No, 24 in the previous permil (Permit No. 11-
01140-SI Applicalion No. 980828-1),
15. The exhibits and special conditions in this permit apply only to this application, They do not supersede or
delete any requirements for other applications covered in Permit No. 11-01140-8 unless otherwise
specified herein.
erp _ staff ~report. rdf
Last Date For Agency Action: December 7, 2009
GENERAL ENVIRONMENTAL RESOURCE PERMIT STAFF REPORT
Project Name: Lely Main Extension Lasip Improvements
Permit No,: 11-01140.S
Application No,: 090410-8 Associated File: 090415-9 WU Concurrent
Application Type: Environmental Resource (General Permit Modification)
Location:
Collier County, S19, 20/T50S/R26E
Permittee: Collier County Board Of County Commissioners
Operating Entity: Collier County Board Of County Commissioners
Project Area: 12,75 acres
Project Land Use: Other
Drainage Basin: WEST COLLIER
Receiving Body: LEL Y MAIN CANAL
Sub Basin: LEL Y CANAL
Class: CLASS III
Special Drainage District: NA
Conservation Easement To District: No
Sovereign Submerged Lands: No
PRQa~Qt Pl;lRPOSE: .
This application is a request for a General Permit Modification authorizing construction and operation of a
surface water management system serving a 12.75 acre project known as Lely Main Extension LASfP
Improvements with discharge to the Lely Main Canal.
App.no. : 090410-B
Page 1 of6
erp _stafCreport.rdf
PROJECT EVALUATION:
PROJECT SITEDESt:lRII"'nOI\l:
The project site is located south of Rattlesnake Hammock Road between U.S, 41 and Augusta in Naples,
Collier County, Florida. The Lely Main Canal consists of an existin9 100 ft. wide drainage easement in the
proximity of Lely Golf Estates residential subdivision. This canal is the main conveyance drainage system
in Lely Canal Basin, ultimately discharging to an estuarine coastal zone along the intracoastal waterway
adjacent to Dollar Bay and Rookery Bay via a spreader lake. A location map Is attached as Exhibit 1,0,
There are existing 48-inch CMP and 24-inch CMP pipes crossin9 the canal at Ooral Circle, and a triple
box culvert 7-ft by 2.ft at Rattlesnake Hammock Road, Vegetation along and adjacent to the canal
drainage easement consists largely of mowed grass and landscaped trees (ranging from native trees
including cabbage palms, slash pine, and cypress to non natives including invasive carrot wood, norfolk
pine, and fig trees). Vegetation along the shallow edges of the waterway include hydrocotyle, Eleocharis,
and various grasses.
PR~JEf;"~ACK~l:tOlilNtll'i ,:1. " ',"
;:,':.'...;:6':....::
"1':::'.:,:::.;-'::'--
;J::,<'~:::;i':'
The proposed project is an element of the Lely Area Stormwater Improvement Project (LASIP, F.K.A.
WM06 Lely and Lely Manor) previously permitted for construction and operation under Application No,
980828-1. The LASIP is proposed by Collier County Govemment in order to improve the conveyance
capabilities for the existing conveyance system and to enhance water quality of the existing linear canals
within Lely Canal Basin, The LASIP drainage area (F.K.A. Water Management District # 6) experienced
flooding pressures as development occurred in the area. The recommended alternative to mitigate the
flooding hazard is described in the staff report for Permit No. 11-01140.S, Application No, 980828-1,
Several modifications have been issued to authorized improvements to this system, On April 6, 2007,
Permit No. 11-01140-S, Application No. 060921-13 authorized modifications of the Lely Branch Canal.
In August 2007, a permit modification issued under Application No. 060817-8 authorized construction
and operation of the previously authorized conceptual approval under Permit No. 11-01140-S,
Application No, 980828.1 consisting of construction of canal, box culverts, and three control structures
with associated maintenance road and side street drainage improvements within the right-of-way. In
2009, Application No. 080317-16 authorized the construction and operation of a 98.82 acre recreational
development known as LASIP Mitigation Park, and Application No. 090312-18 authorized the
construction of a triple 5-ft. by 8.ft, box culvert easl of Station 101 +50 along a portion of the east/west
Lely Main Canal to provide maintenance access to a sanitary pump station.
PROPOSED 'PROJECT, .
The applicant proposes the construction of a triple 4-ft, by 10-ft. box culvert and a LASIP weir (LCB-OO.
S0120) at Doral Circle and improvements to approximately 5300 LF of existing canal located between
Station 13+40.57 and Station 68+92.54 including extending by 20 LF the existing 24-inch RCP culvert,
and removing the existing 48-inch CMP culvert at this location, The existing canal bottom width has been
reduced to an average of 20-ft and the canal slopes have been revised and tie-ins to avoid a private
water management berm that encroaches into the northem easement line from Station 52+20 to Station
62+20.
This modification also includes the construction of three boat ramps (A, B and C) for maintenance
purposes, 28 LF of 24-inch by 38-inch ERCP crossing culvert at Station 29+60, addin9 utility crossing
details (two 8.inch HDPE DR-11 water main with 100 LF of 18.inch HDPE DR-11 casing, a 12-inch
HOPE S011 force main with 99LF of 24.inch HDPE SOR-11 casin9), and adding rip.rap between
Stations 64+50 and 66+50, and between Stations 68+40 and 68+92,54, The existing triple box culvert 7-
ft by 2-ft at Rattlesnake Hammock Road and the existing turnaround at Station 65+50 will be removed.
App.no. : 090410-8
Page 2 of 6
erp _staff_report. rdf
This project also involves the construction of a maintenance travel-way with widths between 10 and 12
feet, and located between Station 12+00 to Station 68+92,54; however, some areas are off-set from this
alignment due to easement constraints and an agreement with Royal Palm Country Club (RPCC), This
maintenance travel.way will be relocated to utilize a portion of the existin9 cart path alignment along the
golf course of the RPCC development, to avoid any work to the two existing lakes, and to eliminate the
need for additional drainage structures, The maintenance pathways types consists of different materials
as shown on Exhibit 2.0 page 4 of 62,
The plan and profile, and details are attached as Exhibit 2,0, Based on an analysis completed by the
applicant, these modifications are consistent with the LASIP plan approved in Application No, 980828-1,
W~R ~ilANTITY :
Discharge Rate:
No adverse discharge impacts are anticipated as a result of the proposed project.
Receiving Body:
Basin
Lely Main Extension
Discharae Structures:
Gates:
Basin
LEL Y MAIN EXTEN:
Str,# Receiving Body
... --.-.-.---.-.-..-
LCB-OO-SO Lely Main Canal
Note: The units for all the elevation values of structures are
(ft, NGVD 29)
Str#
LCB-OO-
S0120
Count
2
_T1.Jl~_,_._ .
Slide Gate
Width
5'
liei\!~t
5'
Invert Elev,
-1
Weirs:
Basin
LEL Y MAIN
EXTENSION
Str#
LCB-OO-
S0120
Count
._~--_._.
1
Type ._.m___~i<!.th_Heifl~tLen\!!~... Dia,
Sharp Crested 60'
Elev,
4 (crest)
WAT'E~QUALITY :
An Urban Stormwater Management Program and Storm Water Pollution Prevention Plan specifications
and guidelines are part of the proposed improvements as indicated in Special Conditions No, 13 and 14,
No adverse water quality impacts are anticipated as a result of the proposed project.
WlI~lffiilssue.s:
The project site does contain preferred habitat for wetland-dependent endangered or threatened wildlife
species or species of special concern, Various wading bird species utilize the shallow 'mud fiat' or "pond"
areas adjacent to the canal. The main shallow areas can be seen on the aerial (plan sheet 2 of 70
submitted October 8, 2009) largely between stations 40+00-50+00, Observed species in October 2009
included limpkin, king fisher, osprey, little blue heron, white ibis, moorhen, great blue heron, and spotted
sandpiper. Work proposed within the canal Is not expected to remove these shallow littoral areas, and a
majority of the habitat should remain once the project is complete and will continue to provide important
foraging habitat for local bird populations, This permit does not relieve the applicant from complying with
all applicable rules and any other agencies' requirements if, in the future, endangered/threatened species
or species of special concern are discovered on the site.
App.no.: 090410-8
Page 3 of 6
erp _staff _reportrdf
GISR'tIFlCAl1OWANl) MAIl'l~NAHGE; OF THeWA~RMANAGEMeNT.$YSTEM:
It is suggested that the permittee retain the services of a Professional Engineer registered in the State of
Florida for periodic observation of construction of the surface water management (SWM) system. This will
facilitate the completion of construction completion certification Form #0881 which is required pursuant to
Section 10 of the Basis of Review for Environmental Resource Permit Applications within the South Florida
Water Management District, and Rule 40E-4,361 (2), Florida Administrative Code (FAC,),
Pursuant to Chapter 40E-4 FAC" this permit may not be converted from the construction phase to the
operation phase until certification of the SWM system is submitted to and accepted by this District. Rule
40E-4.321 (7) FAC, states that failure to complete construction of the SWM system and obtain operation
phase approval from the District within the permit duration shall require a new permit authorization unless
a permit extension is granted.
For SWM systems permitted with an operating entity who is different from the permittee, it should be noted
that until the permit is transferred to the operating entity pursuant to Rule 40E-1.6107, FAC" the
permittee is liable for compliance with the terms of this permit.
The permittee is advised that the efficiency of a SWM system will normally decrease over time unless the
system is periodically maintained. A significant reduction in flow capacity can usually be attributed to
partial blockagesof the conveyance system, Once flow capacity is compromised, flooding of the project
may result. Maintenance of the SWM system is required to protect the pUblic health, safety and the natural
resources of the state. Therefore, the permittee must have periodic inspections of the SWM system
performed to ensure performance for flood protection and water quality purposes. If deficiencies are
found, it is the responsibility of the permittee to correct these deFiciencies in a timely manner.
App.no.: 090410-8
Page 4 of 6
~1~_::'lall_I~~UI LlUI
RELATED CONCERNS:
Water Use Permit Status:
The applicant has indicated that irri9ation is not required for the proposed project.
The applicant has indicated that dewatering is required for construction of this project. Dewatering
application 090415-9 is being processed concurrently,
This permit does not release the permittee from obtaining all necessary Water Use authorization(s) prior
to the commencement of activities which will require such authorization, including construction dewatering
and irrigation, unless the work qualifies for a No-Notice Short-Term Dewatering permit pursuant to
Chapter 40E-20,302(3) or is exempt pursuant to Section 40E.2,051, FAC,
CERP:
The proposed project is not located within or adjacent to a Comprehensive Everglades Restoration
Project component.
Potable Water Supplier:
N/A.
Waste Water System/Supplier:
N/A.
Right-Of-Way Permit Status:
A District Right-of-Way Permit is not required for this project.
DRI Status:
This project is not a DR!.
Historical/Archeological Resources:
No information has been received that indicates the presence of archaeological or historical resources or
that the proposed activities could cause adverse impacts to archaeological or historical resources, This
permit does not release the permittee from compliance with any other agencies' requirements in the event
that historical and/or archaeological resources are found on the site (Please see special condition 12),
DCAlCZM Consistency Review:
The District has not received a finding of inconsistency from the Florida Department of Environmental
Protection or other commenting agencies regarding the provisions of the federal Coastal Zone
Management Plan,
Third Party Interest:
No third party has contacted the District with concerns about this application,
Enforcement:
There has been no enforcement activity associated with this application.
App.no. : 090410-8
Page 5 of 6
erp_staff _report.rdf
STAFF REVIEW:
DIVISION APPROVAL:
L RESOURCE MANAGEMENT:
v{rL
SURFAC
App.no. : 090410-8
EMENT:
Page 6 of6
DATE:
If //0/ {,J
I I }
DATE: /I,A /0)
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE
STANDARD GENERAL PERMIT NO, 11-01140-S
DATE ISSUED:November 12, 2009
Form #0941
08/95
PERMITTEE: COLLIER COUNTY BOARD OF COUNTY
COMMISSIONERS
2885 SOUTH HORSESHOE DRIVE
NAPLES, FL 34104
PROJECT DESCRIPTION: This application is a request for a General Permit Modification authorizin9
construction and operation of a surface water management system serving a 12,75
acre project known as Lely Main Extension LASIP Improvements with discharge 10
the Lely Main Canal.
PROJECT LOCATION:
PERMIT DURATION:
COLLIER COUNTY,
SEC 19, 20 lWP 50S RGE 26E
See Special Condition No:1, See attached Rule 40E-4.321, Florida Administrative
Code.
This is to notify you of the District's agency action concerning Notice of Intent for Permit Application No, 090410-8, dated April 1 0, 2009, This
action is taken pursuant to Rule 40E.1.603 and Chapter 40E.40 ,Florida Admil1islralive Code (FAC.)
Based on the information provided, District rules have been adhered to and an Environmental Resource General Permit is in effect for this
project subject to:
1. Not receiving a riled request for a Chapter 120, Florida Statutes, administrative hearing.
2. the atlached 19 General Conditions (See Pages. 2 - 4 of 6),
3. the attached 15 Spedal Conditions (See Pages. 5 - 6 of 6) and
4 the attached 3 Exhibit(s)
Should you object to these conditions, please refer to the at1ached ONotice of Rights" which addresses the procedures 10 be followed if you
desire a public hearing or other review of the proposed agency action. Please contact this office if you have any questions concerning this
mailer. If we do not hear from you in accordance with the "Notice of Rights," wewiU assume that you concur with the District's action
CERTIFICATE OF SERVICE
I HEREBY CERTIFY that a "Notice of Rights" has been mailed to the Permittee (and the persons listed in the
attached distribution li~ later than 5:00 p.m. on this 12th day of November, 2009, in accordance with Section
120,60(3), Flori9~~itrtes.
BY:// ~ -
~,.RfC~6 ," er, P.E.
)Jif~or C Regulatory Division
,,/' liercCounty Service Center
,..Certi ed mail number 7008050000009951 6914
/ Page 1 of 6
/
,
!
NOTICE OF RIGHTS
As required by Sections 120569(1), and 120.60(3), Fla, Stat, following is notice of the opportunities which
may be available for adminislrative hearing oriudicial review when the substantiat inlerests of a party are
determined by an agency. Please note that this Notice of Rights is not intended to provide legal advice
Not altthe legal proceedings detailed below may be an applicable or appropriale remedy. You may wish to
consult an attorney regarding your legal rights.
RIGHT TO REQUEST ADMINISTRATIVE HEARING
A person whose subslanlial inlerests are or may be affected by the South Florida Water Management
Dislrict's (SFWMD or District) action has Ihe right 10 request an adminislrative hearing on that action
pursuant 10 Sections 120.569 and 120.57, Fla. Stat. Persons seeking a hearing on a Dislrict decision
which does or may delermine their subslanlial interesls shall file a pelilion for heanng with. the District Clerk
within 21 days of receipt of ~/fillen notice of the decision, unless one of the following shorter lime periods
apply 1) wilhin 14 days of Ihe notice of consolidated intent 10 grant or deny concurrently reviewed
applications for environmenlal resource permils and use of sovereign submerged lands pursuanlto Section
373.427, Fla. Stal: or 2) within 14 days of service of an Administrative Order pursuant to Subsection
373.119(1), Fla. Sial "Receipt of wrilten notice of agency deCision" means receipt 01 either written no lice
through mail, or electronic mail, or posling thallhe Dislrict has or inlends 10 take final agency action, or
publicalion of notice that the Dislrict has or intends to lake linal agency action. Any person who receives
written notice of a SFWMD decision and raits 10 file a writlen request for hearing wilhln the tlmeframe
descnbed above waives Ihe right to request a Ilea ring on Ihat deCision,
Filing Instructions
The Petilion must be filed With Ihe Office of the District Clerk of the SFWMD, Filings wilh the District Clerk
may be made by mail, hand-delivery or facsimile Filings bye-mail will not be accepted, Any person
wishing 10 receive a clerked copy with the date and time slamped musl provide an additional copy. A
petition for adminislralive hearing is deemed filed upon receipt during normal business hours by Ihe Districl
Clerk at SFWMD headquarlers in West Palm Beach, Florida Any documenl received by the office or the
SFWMD Clerk afler 500 p.m shall be filed as of 8:00 a.m on Ihe next regular business day. Addilionai
filing instructions are as follows:
. Filings by mail must be addressed to the Office of tile SFWMD Clerk, PO Box 24680, West Palm
Beach, Florida 33416,
. Filings by hand-delivery must be delivered to Ihe Office of the SFWMO Clerk, Delivery of a
petition to the SFWMD's security desk does not constitute filing, To ensure proper filing, it
will be necessary to request the SFWMD's security officer to contact the Clerk's office. An
employee of Ihe SFWMD's Clerk's office will receive and file the pelition.
. Filings by facsimile must be Iransmilled to the SFWMD Clerk's Office at (561) 682-6010. Pursuant
to Subsections 28-106.104(7), (8) and (9), Fla, Admin, Code, a party who files a documenl by
facsimile represenls Ihat the original physically signed document will be retained by thai party for
Ihe duration of that proceeding and ot any subsequent appeal or subsequent proceeding in thai
cause. Any party who elects to file any documenl by facsimile shall be responsible for any delay,
disruplion, or interruplion of the electronic signals and accepts the full risk tl1althe document may
not be properly filed wilh the clerk as a result. The filing dale for a document filed by facsimile sha!1
be Ihe dale Ihe SFWMD Clerk receives the complete document.
Rev. 07101/2009
Initiation of an Administrative Hearing
Pursuant 10 Rules 28-106.201 and 28-106301, Fla Admin Code, initiation 01 an administrative hearrng
shall be made by written petition to Ihe SFWMD in leglbte form and on 8 and 1/2 by 11 inch white paper.
All petitions shall contain
1. Identification of the action being contested, including the permit number, application number,
Distrrcl file number or any other SFWMD identilication number, II known
2. The name, address and telephone number 01 the petitioner and petitioner's representative, if any,
3. An explanation of how the pelltioner's substantial interests will be alfected by the agency
determination.
4. A statement of when and how the petilioner received notice of the SFWMD's decision.
5. A statement of all disputed issues of materiallacl If Ihere are none, Ihe pelition must so indicate
6. A concise statement of the ultimate facts alleged, including the specific facts the petilioner
contends warrant reversal or modificalion of the SFWMD's proposed action
7 A statement of the specific rules or statutes the petitioner conlends require reversal or modification
of Ihe SFWMD's proposed acllon.
8. II disputed issues of malerial lact exist, the statemenl must also include an explanation of how Ihe
alleged lacts relate 10 the specific rules or stalutes,
9, A statement of the relief sought by the petitioner, stating precisely the action the pelilioner wishes
the SFWMD to take with respect to Ihe SFWMD's proposed action.
A person may file a request for an extension of time for filing a petition The SFWMD may, lor good cause,
grant the request Requests lor extension of I,me must be !iled with Ihe SFWMD prior 10 Ihe deadline tor
liling a petition for hearing Such requests lor extension shall confaln a certificate thallhe moving party has
consulted with all other parties concerning the extension and thatlhe SFWMD and any other parties agree
to or oppose the extension A lImely request lor extension 01 time shall toll the runnrng of the time period for
Iiling a pelition untli the request is acted upon.
If Ihe Dlslricllakes action with substantially differenl impacls on water resources from Ihe no lice of intended
agency decision, Ihe persons who may be subslanlially affected shalt have an additional pOint of enlry
pursuanlto Rule 28-106.111, Fla. Admin. Code, unless olherwise provided by law.
Mediation
The procedures for pursuing mediation are set lorth in Section 120.573, Fla Stat, and Rules 28-106.111
and 28,106.401-.405, Fla. Admin. Code. The SFWMD is nol proposing mediation for this agency action
under Section 120573, Fla Slat, at thiS time.
RIGHT TO SEEK JUDICIAL REVIEW
Pursuant 10 Sections 12060(3) and 120.68, Fla, Stat, a party who is adversely affecled by final SFWMO action
may seek judicial review of fhe SFWMD's final decision by filing a notice 01 appeal pursuant to Florida Rule 01
Appellate Procedure 9.110 in the Fourth District Court of Appeal or in Ihe appellate dislrict where a party
resides and filing a second copy 01 the nolice with the SFWMD Clerk within 30 days of rendering ollhe final
SFWMD aclion
Rev 0710112009
2
Application No.: 090410-8
Page 2of6
GENERAL CONDITIONS
1. All activities authorized by this permit shall be implemented as set forth in the plans, specifications and
performance criteria as approved by this permit. Any deviation from the permitted activity and the
conditions for undertaking that activity shall constitute a violation of Ihis permit and Part IV, Chapter 373,
F,S,
2, This permit or a copy thereof, complete with all conditions, attachments, exhibits, and modifications shall
be kept at the work site of the permitted activity, The complete permit shall be available for review at the
work site upon request by District staff, The permittee shall require the contractor to review the complete
permit prior to commencement of the activity authorized by this permit.
3. Activities approved by Ihis permit shall be conducted in a manner which does not cause violations of State
water quality standards. The permittee shall implement best management practices for erosion and
pollution control to prevent violation of Slale water quality standards, Temporary erosion control shall be
implemented prior to and during construction, and permanent control measures shall be completed within
7 days of any construction activity. Turbidity barriers shall be installed and maintained at all locations
where the possibility of transferring suspended solids into the receiving waterbody exists due to the
permitted work, Turbidity barriers shall remain in place at all locations unlil construction is completed and
soils are stabilized and vegetation has been established, All practices shall be in accordance with the
guidelines and specifications described in Chapter 6 of the Florida Land Development Manual; A Guide to
Sound Land and Water Management (Department of Environmental Regulation, 1988), incorporated by
reference in Rule 40E.4,091, FAC, unless a project-specific erosion and sediment control plan is
approved as part of the permit. Thereafter the permillee shall be responsible for the removal of the
barriers. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water
resources.
4, The permittee shall notify the District of the anticipated construction start date within 30 days of the date
that this permit is issued, At least 48 hours prior to commencement of activity authorized by this permit,
the permillee shall submit to the District an Environmental Resource Permit Construction Commencement
Notice Form Number 0960 indicating the actual start date and the expected construction completion date,
5, When the duration of construction will exceed one year, the permillee shall submit construction status
reports to the Dislrict on an annual basis utilizing an annual status report form, Status report forms shall
be submilled the following June of each year,
6. Wilhin 30 days after completion of construction of Ihe permitted activity, the permitee shall submit a wrillen
statement of completion and certification by a professional engineer or other individual authorized by law,
utilizing the supplied Environmental Resource/Surface Water Management Permit Construction
Completion/Certification Form Number 0881A, or Environmental Resource/Surface Water Management
Permit Construction Completion Certification - For Projects Permitted prior to October 3, 1995 Form No,
08818, Incorporated by reference in Rule 40E-1,659, FAC. The statement of completion and
certification shall be based on onsile observation of construction or review of as-built drawings for the
purpose of determining if the work was completed in compliance with permilled plans and specifications,
This submillal shall serve to notify the District that the system is ready for inspection. Additionally, if
deviation from the approved drawings are discovered during the certification process, the certification must
be accompanied by a copy of the approved permit drawings with deviations noted. Bolh the original and
revised specifications must be clearly shown. The plans must be clearly labeled as "as-built" or "record"
drawings. All surveyed dimensions and elevations shall be certified by a registered surveyor.
7. The operation phase of this permit shall not become effective: until the permittee has complied with the
requirements of condition (6) above, and submitted a request for conversion of Environmental Resource
Permit from Construction Phase to Operation Phase, Form No, 0920; the District determines the system to
be in compliance with the permitted plans and speCifications; and the entity approved by the District in
accordance with Sections 9.0 and 10.0 of the Basis of Review for Environmental Resource Permit
Application No.: 090410-8
Page 3 of 6
GENERAL CONDITIONS
Applications within the South Florida Water Management District, accepts responsibility for operation and
maintenance of the system, The permit shall not be transferred to such apprOved operation and
maintenance entity until the operation phase of the permit becomes effective. Following inspection and
approval of the permitted system by the District, the permittee shall initiate transfer of the permit to the
approved responsible operating entity if different from the permittee. Until the permit is transferred
pursuant to Section 40E-1.6107, FAC" Ihe permittee shall be liable for compliance with the terms of the
permit.
8. Each phase or independent portion of the permitted system must be completed in accordance with the
permitted plans and permit conditions prior to the initiation of the permitted use of site infrastructure
loealed within the area served by that portion or phase of the system, Each phase or independent portion
of the system must be completed in accordance with the permitted plans and permit conditions prior to
transfer of responsibility for operation and maintenance of the phase or portion of the system to a local
government or other responsible entity,
9. For those systems that will be operated or maintained by an entity that will require an easement or deed
restriction in order 10 enable that entity to operate or maintain the system in conformance with this permit,
such easement or deed restriction must be recorded in the public records and submitted to the District
along with any other final operation and maintenance documents required by Sections 9,0 and 10,0 of the
Basis of Review for Environmental Resource Permit applications within the South Florida Water
Management District, prior to lot or units sales or prior to the completion of the system, whichever comes
first. Other documents concerning the establishment and authority of the operating entity must be filed
with the Secretary of State, county or municipal entities, Final operation and maintenance documents must
be received by the District when maintenance and operation of the system is accepted by the local
government entity. Failure to submit the appropriate final documents will result in the permittee remaining
liable for carrying out maintenance and operation of the permitted system and any other permit conditions.
10. Should any other regulatory agency require changes to the permitted system, the permittee shall notify the
District in writing of the changes prior to Implementation so that a determination can be made whelher a
permit modification is required.
11, This permit does not eliminate the necessity to obtain any required federal, state, local and special district
authorizations prior to the start of any activity approved by this permit. This permit does not convey to the
permittee or create in the permittee any property right, or any interest in real property, nor does it authorize
any entrance upon or activities on property which is not owned or controlled by the permittee, or convey
any rights or privileges other than those speCified in the permit and Chapter 40E-4 or Chapter 40E-40,
F AC..
12. The permittee is hereby advised that Section 253,77, F.S, states that a person may not commence any
excavation, construction, or other activity involving the use of sovereign or other lands of the State, the title
to which is vested in the Board of Trustees of the Internai Improvement Trust Fund without obtaining the
required lease, license, easement, or other form of consent authorizing the proposed use. Therefore, the
permittee is responsible for obtaining any necessary authorizations from the Board of Trustees prior to
commencing activity on sovereignty lands or other state-owned lands,
13. The permittee must obtain a Water Use permit prior to construction dewatering, unless the work qualifies
for a general permit pursuant to Subsection 40E-20,302(3), FAC" also known as the "No Notice" Rule,
14. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities
which may arise by reason of the construction, alteration, operation, maintenance. removal, abandonment
or use of any system authorized by the permit.
15, Any delineation of the extent of a wetland or other surface water submitted as part of the permit
Application No.: 090410-8
Page 4 of 6
GENERAL CONDITIONS
application. including plans or other supporting documentation, shall not be considered binding, unless a
spacific condition of this permit or a formal determination under Section 373.421(2), F,S.. provides
otherwise.
16, The permittee shall notify the District in writing within 30 days of any sale, conveyance, or other transfer of
ownership or control of a permitted system or the real properly on which the permitted system is located,
All transfers of ownership or transfers of a permit are subject to the requirements of Rules 40E-1.61 05
and 40E-1,6107, FAC.. The permittee transferring the permit shall remain liable for corrective actions
that may be required as a result of any violations prior to the sale, conveyance or other transfer of the
system,
17, Upon reasonable notice to the permittee, District authorized staff with proper identification shall have
permission to enter, inspect, sample and test the system to Insure conformity with the plans and
specifications approved by the permit.
18, If historical or archaeological artifacts are discovered at any time on the project site, the permiltee shall
immediately notify the appropriate District service center,
19, The permiltee shall immediately notify the District in writing of any previously submitted information that is
later discovered to be inaccurate,
Application No_: 090410-8
Page 50f 6
SPECIAL CONDITIONS
1. The construction phase of this permit shall expire on November 12, 2014.
2. Operation of the surface water management system shall be the responsibility of COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS.
3. Discharge Facilities:
Structure LCB-00-S0120 (Exhibit 2,0 page 54 of 62):
1-60 It, WIDE SHARP CRESTED weir with crest at elev, 4,0 It, NGVD 29.
1-5 ft. wide X 5 It, high slide gale with invert at elev, -1,0 It, NGVD 29,
Receiving body: Lely Main Canal.
Control elev : 4,0 feet NGVD,
4, The permittee shall be responsible for the correction of any erosion, shoaling or water quality problems
that resull from the construction or operation of the surface water management system.
5. Measures shall be taken during construction to insure that sedimentation andlor turbidity violations do not
occur in the receiving water,
6. The District reserves the right to require that additional water quality Ireatment methods be incorporated
into the drainage system if such measures are shown to be necessary.
7. Facilities other than those stated herein shall not be constructed without an approved modification of this
permit.
8. A stable, permanent and accessible elevation reference shall be established on or within one hundred
(100) feet of all permitted discharge structures no later than the submission of the certification report, The
location of the elevation reference must be noted on or with the certification report.
9, The permittee shall provide routine maintenance of all of the components of the surface water
management system in order to remove all trapped sedimentsldebrls. All materials shall be properly
disposed of as required by law, Failure to properly mainlain the system may result in adverse flooding
conditions.
10, This permit is issued based on the applicant's submitted information which reasonably demonstrates that
adverse water resource related impacts will not be caused by the completed permit activity, Should any
adverse impacts caused by the completed surface water management system occur, the District will
require the permittee 10 provide appropriate mitigation to the District or other impacted party, The District
will require the permittee to mOdify the surface water management system, if necessary, to eliminate the
ca use of the adverse impacts_
11. The permittee acknowledges, that pursuant to Rule 40E-4,101(2), FAC., a notice of Environmental
Resource or Surface Water Management Permit may be recorded in the county public records. Pursuant
to the speCific language of the rule, this notice shall not be considered an encumbrance upon the
property,
12, If prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout
canoes, or any other physical remains that could be associated with Native American cultures, or early
colonial or American settlement are encountered at any time within the project site area, the permitted
project should cease all activities involving subsurface disturbance in the immediate vicinity of such
discoveries, The permittee, or other desi9nee, should contact the Florida Department of State, Division of
Historical Resources, Review and Compliance Section at (850) 245-6333 or (800) 847-7278, as well as
the appropriate permitting agency office, Project activities should not resume without verbal andlor written
authorization from the Division of Historical Resources, In the event that unmarked human remains are
ApplicaUon No.. 090410-8
Page 6 of 6
SPECIAL CONDITIONS
encountered during permItted activities, all work shall stop immediately and the proper authorities notified
in accordance with Section 872.05, Florida Statutes.
13. The Permittee shail utilize the criteria contained in the Construction Pollution Prevention Plan and on the
applicable approved construction drawings for the duration of the projects construction activities as
indicated in Exhibit 3.0.
14. The Permittee shall utilize the criteria contained in the Uriban Stormwater Management Program for post
construction activities as indicated in Special Condition No. 24 in the previous permit (Permit No. 11-
01140-SI Appiication No. 980828-1).
15. The exhibits and special conditions in this permit apply only to this application. They do not supersede or
delete any requirements for other applications covered in Permit No. 11-0114Q.-S unless otherwise
specified herein.
erp_slafCreport.rdf
Last Date For Agency Action: Oecember 7, 2009
GENERAL ENVIRONMENTAL RESOURCE PERMIT STAFF REPORT
Project Name:
Permit No.:
Application No.:
Lely Main Extension Lasip Improvements
11-01140-S
090410-8
Associated File: 090415-9
WU
Concurrent
Application Type: Environmental Resource (Generai Permit Modification)
Location: Collier County, S19,201T50S/R26E
Permittee: Collier County Board Of County Commissioners
Operating Entity: Collier Counly Board Of County Commissioners
Project Area: 12.75 acres
Project Land Use: Other
Drainage Basin: WEST COLLIER
Receiving Body: LEL Y MAIN CANAL
Sub Basin: LEL Y CANAL
Class: CLASS III
Special Drainage District: NA
Conservation Easement To District: No
Sovereign Submerged Lands: No
PROJ E:drpl.lRf"C)Sl;;":
This application is a request for a General Permit Modification authorizing construction and operation of a
surface water management system serving a 12.75 acre project known as Lely Main Extension LASIP
Improvements with discharge to the Lely Main Canal.
App.no. : 090410-8
Page 1 of 6
erp_staff_report.rdf
PROJECT EVALUATION:
PROJECT SITE DESCRIPTION:
The project site is located south of Rattlesnake Hammock Road belween U.S. 41 and Augusta in Naples,
Collier County, Florida. The Lely Main Canal consists of an existing 100 ft. wide drainage easement in the
proximity of Lely Golf Estates residential subdivision. This canal is the main conveyance drainage system
in Lely Canal Basin, ultimately discharging to an estuarine coastal zone along the intracoastal waterway
adjacent to Dollar Bay and Rookery Bay via a spreader lake. A location map is attached as Exhibit 1.0.
There are existing 48-inch CMP and 24-inch CMP pipes crossing the canal at Doral Circle, and a triple
box culvert 7-ft by 2-ft at Rattlesnake Hammock Road. Vegetation along and adjacent to the canal
drainage easement consists largely of mowed grass and landscaped trees (ranging from native trees
including cabbage palms, slash pine, and cypress to nonnatives including invasive carrot wood, norfolk
pine, and fig trees). Vegetation along the shallow edges of the waterway include hydrocotyle, Eleocharis,
and various grasses.
PROJECT BACKGROUND:
The proposed project is an element of the Lely Area Stormwater Improvement Project (LASIP, F.KA
WMD6 Lely and Lely Manor) previously permitted for construction and operation under Application No.
980828-1. The LAS I P is proposed by Collier County Government in order to improve the conveyance
capabilities for the eXisting conveyance system and to enhance water quality of the existing linear canals
within Lely Canal Basin. The LASIP drainage area (F.KA Water Management District # 6) experienced
flooding pressures as development occurred in the area. The recommended alternative to mitigate the
flooding hazard is described in the staff report for Permit No. 11-01140-S, Application No. 980828-1.
Several modifications have been issued to authorized improvements to this system. On April 6, 2007.
Permit No. 11-01140-S, Application No. 060921-13 authorized modifications of the Lely Branch Canal.
In August 2007, a permit modification issued under Application No. 060817-8 authorized construction
and operation of the previously authorized conceptual approval under Permit No. 11-01140-S,
Application No. 980828-1 consisting of construction of canal, box cuiverts, and three control structures
with associated maintenance road and side street drainage improvements within the right-of-way. In
2009, Application No. 080317-16 authorized the construction and operation of a 98.82 acre recreational
development known as LASIP Mitigation Park, and Application No. 090312-18 authorized the
construction of a triple 5-ft. by 8-ft. box culvert east of Station 101+50 along a portion of the east/west
Lely Main Can~1 to provide maintenance access to a sanitary pump station.
PROPOSED PROJECT:
The applicant proposes the construction of a triple 4-ft. by 10-ft. box culvert and a LASIP weir (LCB-OO-
S0120) at Doral Circle and improvements to approximately 5300 LF of existing canal located between
Station 13+40.57 and Station 68+92.54 including extending by 20 LF the existing 24-inch RCP culvert,
and removing the existing 48-inch CMP culvert at this location. The existing canal bottom width has been
reduced to an average of 20-ft and the canal slopes have been revised and tie-ins to avoid a private
water management berm that encroaches into the northern easement line from Station 52+20 to Station
62+20.
This modification also includes the construction of three boat ramps (A, B and C) for maintenance
purposes, 28 LF of 24-inch by 38-inch ERCP crossing culvert at Station 29+60, adding utility crossing
details (lwo 8-inch HOPE DR-ll water main with 100 LF of 18-inch HOPE DR-ll casing, a 12-inch
HOPE SD11 force main with 99LF of 24-inch HOPE SDR-ll casing), and adding rip-rap between
Stations 64+50 and 66+50, and between Stations 68+40 and 68+92.54. The existing triple box culvert 7-
ft by 2-ft at Rattlesnake Hammock Road and the existing turnaround at Station 65+50 will be removed.
Appno.: Q904 ~ 0-8
Page 2 of 6
erp_stafCreport,rdf
This project also involves the construction of a maintenance travel-way with widths between 10 and 12
feet. and located between Station 12+00 to Station 68+92.54; however, some areas are off-set from this
alignment due to easement constraints and an agreement with Royal Palm Country Club (RPCC). This
maintenance travel-way will be retocated to utilize a portion of the existing cart path alignment along the
golf course of the RPCC development, to avoid any work to the lwo existing lakes, and to eliminate the
need for additional drainage slructures. The maintenance pathways types consists of different materials
as shown on Exhibit 2.0 page 4 of 62.
The plan and profile, and details are aitached as Exhibit 2.0. Based on an analysis completed by the
applicant, these modifications are consistent with the LASIP plan approved in Application No. 980828-1.
WATER QUANTITY :
Discharge Rate:
No adverse discharge impacts are anticipated as a result of the proposed project.
Receiving Body:
Basin
Lely Main Extension
Discharile Structures:
Gates:
Basin
LELY MAIN EXTEN:
Str.# Receiving Body
LCB-OO-SO Lely Main Canal
Note: The units for all the elevation values of structures are
( ft, NGVD 29)
Str#
LCB-OO-
S0120
Count
2
. Tyll.....
Slide Gate
Width
5'
Height
5'
Invert Elev.
-1
Weirs:
Basin
LEL Y MAIN
EXTENSION
Str#
LCB-OO-
S0120
Count
1
Type
Sharp Crested
_\lVidth Height L':l1gth .. Dia.
60'
Elev.
4 (crest)
WATER QUALITY :
An Urban Stormwater Management Program and Storm Water Pollution Prevention Plan specifications
and guidelines are part of the proposed improvements as indicated In Special Conditions No. 13 and 14.
No adverse water quality impacts are anticipated as a result of Ihe proposed project.
Wildlife Issues:
The project site does contain preferred habitat for wetland-dependent endangered or threatened wildlife
species or species of special concern. Various wading bird species utilize the shallow lmud fiat' or "pond"
areas adjacent to the canal. The main shallow areas can be seen on the aerial (plan sheet 2 of 70
submitted October 8, 2009) largely between stations 40+00-50+00. Observed species in October 2009
included limpkin, king fisher, osprey, little blue heron, white ibis, moorhen, great blue heron, and spotted
sandpiper. Work proposed within the canal is not expected to remove these shallow littoral areas, and a
majority of the habitat should remain once the project is complete and will continue to provide important
foraging habitat for local bird populations. This permit does not relieve the applicant from complying with
all applicable rules and any other agencies' requirements if, in the future, endangeredlthreatened species
or species of special concern are discovered on the site.
Appno. : 090410-8
Page 3 of 6
erp_stafCreport.rdf
CER"jlIflICAi'llIONAN~"'A1Nn:NAWI:.C1f\itttEWA1"/;~"'~NAGE:MENT$Y~-E"':
It is suggested that the permittee retain the services of a Professional Engineer registered in the State of
Florida for periodic observation of construction of the surface water management (SWM) system. This will
facilitate the completion of construction completion certification Form #0881 which is required pursuant to
Section 10 of the Basis of Review for Environmental Resource Permit Applications within the South Florida
Water Management District, and Rule 40E-4.361(2), Florida Administrative Code (FAC.).
Pursuant to Chapter 40E-4 FAC., this permit may not be converted from the construction phase to the
operation phase until certification of the SWM system is submitted to and accepted by this District. Rule
40E-4.321 (7) FAC. states that failure to complete construction of the SWM system and obtain operation
phase approval from the District within the permit duration shall require a new pemnit authorization uniess
a permit extension is granted.
For SWM systems permitted with an operating entity who is different from the permittee, it should be noted
that until the permit is transferred to the operating entity pursuant to Rule 40E-l.6107, FAC., the
pemnittee is liable for compliance with the terms of this permit.
The permittee is advised that the efficiency of a SWM system will normally decrease over time unless the
system is periodically maintained. A significant reduction in flow capacity can usually be aitributed to
partial blockages of the conveyance system. Once flow capacity is compromised, flooding of the project
may result. Maintenance of the SWM system is required to protect the pUblic health, safety and the natural
resources of the state. Therefore, the permittee must have periodic inspections of the SWM system
performed to ensure performance for flood protection and water quality purposes. If deficiencies are
found, it is the responsibility of the permittee to correct these deficiencies in a timely manner.
App. no. . 090410-8
Page 4 ofB
erp_staff_report.rdf
RELATED CONCERNS:
Water Use Permit Status:
The applicant has indicated that irrigation is not required for the proposed project.
The applicant has indicated that dewatering is required for construction of this project. Dewatering
application 090415-9 is being processed concurrently.
This permit does not release the permittee from obtaining all necessary Water Use authorization(s) prior
to the commencement of activities which will require such authorization, including construclion dewatering
and irrigation, unless the work qualifies for a No-Notice Short-Term Dewatering permit pursuant to
Chapter 40E-20.302(3) or is exempt pursuant to Section 40E-2.051, FAC.
CERP:
The proposed project is not located within or adjacent to a Comprehensive Everglades Restoration
Project component.
Potable Water Supplier:
N/A.
Waste Water System/Supplier:
N/A.
Right-Of-Way Permit Status:
A District Right-of-Way Permit is not required for this project.
DRI Status:
This project is not a DRI.
Historical/Archeological Resources:
No information has been received that indicates the presence of archaeological or historical resources or
that the proposed activities could cause adverse impacts to archaeological or historical resources. This
permit does not release the permittee from compliance with any other agencies' requirements in the event
that historical andlor archaeological resources are found on the site (Please see special condition 12).
DCAlCZM Consistency Review:
The District has not received a finding of inconsistency from the Florida Department of Environmental
Protection or other commenting agencies regarding the provisions of the federal Coastal Zone
Management Plan.
Third Party Interest:
No third party has contacted the District with concerns about this application.
Enforcement:
There has been no enforcement activity associated with this application.
App.no.: 090410*6
Page 5 of6
erp _stafCreport.rdf
STAFF REVIEW:
DIVIStON APPROVAL:
V~L
SURFAC
App_no. . 090410-8
Page 6 of 6
DATE:
If /10/6(1
I ' I I
DATE: 11/1/t;r
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Forge Engineering, Inc.
Forensic, Geotechnical, Environmental
and Construction Consultants
Report of Geotechnical Exploration
PROPOSED IMPROVEMENTS
LASIP Lely Manor Canal
West Outfall (North Section)
Naples, Collier County, Florida
Forge Engineering Project Number 135-019.01
~--
Forge Engineering, Inc.
Forensic, Geotechnical, Environmental
and Construction Consultants
October 14, 2009
Attn: Mr. Dan Brundage, p, E.
AGNOLl BARBER & BRUNDAGE, INC.
7400 Tamiami Trail North, Suite 200
Naples, Florida 34108
Phone (239) 597-3111
Email: brundage@abbinc.com
Subject:
Report of Geotechnical Exploration
PROPOSED IMPROVEMENTS
LASIP Lely Manor Canal West Outfall (North Section)
Collier County Project Number 51101
Naples, Collier County, Florida
Forge Engineering Project Number 135-019.01
I
r
I
Forge Engineering Inc. (FORGE) is pleased to present this report of our geotechnical
exploration for the proposed project. We have completed in general the services
outlined in our proposal dated September 25, 2009 and authorized by you on the same
day, This report presents the project information provided to us, the findings of our
exploration, together with our geotechnical evaluation and recommendations.
Purpose
The purpose of this geotechnical study was to explore the general soil conditions along
the proposed canal improvements site and to provide an evaluation for removal of the
encountered soil. Environmental assessments or other studies were beyond the scope
of our services.
This report has been prepared for the exclusive use of Agnol!, Barber and Brundage,
Inc. for specific application to the proposed project at the subject site. FORGE has
endeavored to comply with the generally accepted geotechnical engineering practice
common to the local area. FORGE makes no other warrant, express, or implied.
~
P.O. Box 113040, NAPLES, FLORIDA 34108. (239) 514-4100 . FAX (239) 514-4161 . www.forgeeng.com
5884 ENTERPRISE PARKWAY, FORT MYERS, FLORIDA 33905. (239) 693-7813 . FAX (239) 693-7821 . www.forgeeng.com
Report of Geotechnical Exploration
Proposed Improvements Lely Manor Canal West Outfall
FORGE Project No, 135-019.01
October 14, 2009
Project Information
Our understanding of this project is based on previous discussions with you, some
assumptions that we have made based on our experience in the area, and a review of
project plans provided by you. We understand this phase of Ihe project consists of
widening and deepening the existing subject canal from Tamiami Trail East (US 41),
west to the northwest corner of the Treviso Bay development (approximately 4,:300
lineal feet), We understand the canal bottom will be extended to depths of about 9 to
12 feet below existing grade.
Site Conditions
The project site extends west from the intersection of the existing canal with Tamiami
Trail East in Naples, Collier County, Florida. The ground surface on the north bank of
the canal consisted of scrub grass and was heavily vegetated. There is a pathway that
extends approximately 2000 feet west (FPL Easement) of the intersection of the canal
with Tamiami Trail East. The weslern half of the project site (west of the FPL
easement) was not accessible to our drill rig due to heavy vegetation. There is a
detention pond northeast of the project site limits, The appended Site Location Map
and the Site Vicinity Aerial Photograph and Boring Location Plan present the site
relative to its surroundings.
I
1
I
Subsurface Conditions
The subsurface conditions at the site were explored with four soil test borings drilled to
a depth of 15 feet below existing grade at this site. FORGE located the borings as
close as practical for access by our drill rig. The approximate location of the borings is
shown on the appended Site Vicinity Aerial Photograph & Boring Location Plan. If
more exact locations are required, we recommend your finn locate the borings.
An engineer from FORGE classified soil samples obtained from the borings. Boring
logs summarizing our findings are presented in the Appendix. The subsurface
conditions encountered at the boring locations can be generalized as shown in the
fOllowing table.
Page 2 of 4
------------
Report of Geotechnical Exploration
Proposed Improvements Lely Manor Canal Wesl Ou/fall
FORGE Project No, 135-019,01
October 14, 2009
GENERALIZED SOIL PROFILE
--
DEPTH (FT) USC(1)
FROM TO SOIL DESCRIPTION
0 7 Very Loose to Loose SAND, (Silty SAND with Gravel SP, SM
encountered in Borina B-4 from 6 to 8 feet)
7 11 Hard L1MESTONE(Caprock) NA,GW
ISoft LIMESTONE encountered in Borina B-4\
11 15 Very Loose to Loose Silty GRAVEL with Sand GM
(Weathered Limestone )
(1) Unified Soil Classification
The groundwater level recorded at the time of drilling ranged from about 4.5 to 7 feet
below existing grade at the time of drilling. It should be anlicipated the groundwater
level would fluctuate due to seasonal rainfall variations, surface water runoff patterns,
construction operations, and other interrelated factors.
Evaluation and Recommendations
Our evaluation and recommendations are based on the project information provided to
us, the findings of our field exploration program, and our experience in the area, The
subsurface conditions will vary across the project site. Should new information become
available during design or the conditions encountered during construction be
substantially different from the information presented in this report, please contact us
so we may evaluate the new information.
Canal Expansion
Our experience with similar subsurface conditions in this area indicates the relatively
clean sand layers encountered above the caprock layer in our borings appear suitable
for use as structural fill, although silty sand stratums encountered in one of the borings
likely contains greater than 10 percent fines. We recommend structural fill contain less
than 10 percent soil fines. However, a program of blending with clean granular sand
can be utilized to reduce the fines content in to less than 10 percent to provide
structural fill.
The soil borings completed for this project encountered a hard limestone (caprock)
layer between approximately 6,5 and 11 feet below existing land surface, Based on
the Standard Penetration Resistance Values recorded in the hard limestone (caprock)
Page 3 of 4
, . p ~'
, 0 " ,~<< \
Report of Geotechnical Exploration
Proposed Improvements Lely Manor Canal West Outfall
FORGE Project No. 135-019.01
October 14. 2009
layer encountered in our borings, it may not be feasible to remove this layer with
conventional excavating equipment. Therefore, we anticipate blasting may be required
to facilitate removal.
The soils below the groundwater table likely have an in-situ water content well above
the optimum moisture content, and will require drying before placement as structural fill.
Prior to placement, the soil should be allowed to dry to within about two percent of the
optimum moisture content.
Additional Services
Although outside our current scope of authorized services, FORGE should be engaged
to review the project foundation plans and earthwork specifications. We would then
suggest changes in the specifications so our recommendations are properly interpreted
and implemented,
Closing
We appreciate working with you as your geotechnical consultant and look forward to
working with you on the remainder of this project. Please contact us when we may be
of further assistance, or if you have any questions regarding this report.
Sincerely,
Fo.rge Engineering, Inc.
~) ~~ /{).11.f. 01
,,,~I
n1S F. cCo~ E
Senior Enginee
Florida Registration No. 54834
Appendix: Site Location Map
Site Vicinity Aerial Photograph & Boring Location Plan
Generalized Subsurface Profile
Boring Logs
Key to Boring Log Classification
Distribution: 2 - Addressee
1 - File
Page 4 of 4
- ~~ - ~"
I APPENDIX
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,
Vedado
Way Park 4-
4-
Via Miramur
Park
Gulf of
Mexico
~ :
:fNorth: Naples, I
: I LFlRE~ATIONNO. <!OJ
8?" Jd'
I
41
i
"
I
S&tJtheast lrlml
4- At'!"'.!;O" 1ft
I :
\.'~NaPles M~nicipal Airport
I cEast Naples
_.L.___, 84 ".'.".",-"
d]
l!!!
15
~
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':
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886
11
31
SITE LOCATION MAP
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pr .Gate
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Copyrighl'gJ 8100 (P) 1988-2007 MicrosQlt Corporation dodrer ils suppHers_ All rights reS81'/cd. tlllprt.....w;rnicrosoflcomlstraelsJ
Certain mapping and direction data@2007 NAVTEQ, All rights rasef\-ed_ The Dilta fot araas of Canada .l1dudes information taken wilh permission flom Canadi31l aulhori~es,lncluclir.g: D
Her Majesty the Queen In Right of C<lnatln, J:) Queen's Prlntef for Ontario. NAVTEQ and NAVTEQ ON BOARD 3re trademarks of NAVTEQ, &2007 Tele Nlas North Al11!l1ica. fnc. All rights
reSCl'lcd. Talc /\\!as and Tala Atlas North America ilra trademarks of Tela I\llos. Inc.
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SITE VICINITY AERIAL PHOTOGRAPH
AND
BORING LOCATION PLAN
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@ B-1 Number and Approximate Boring LOcation
PROPOSED IMPROVEMENTS
FORGE Project Number 135-019.01
lForge
fi Engineering, Inc.
\:' Forensic, Geotechnical, Environmental,
And Construotion Consuitanls
LAslP Lely Manor Canal West Outfall
Naples, Collier County, Florida
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Search Permit Results
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090925.8
FTM
New Water Use (General Permit)
08-Jan-2015 Project Acres: 1
Lety Manor Canal West Outfall North Section
Collier 519, landuse(s): Dewatering
30/T50/R26
Applicant: Collier County Board Of County Commissioners John Vliet
Naples FL 34104
Agnail Barber & Brundage loc Daniel W Brundage P E
Appl No#:
Issuing Office:
Perinit Type:
Expiration Date:
Project Name:
Location:
Permit#:
11~03087-W
Approved Date:
17-Dec-2009
Water Source:
Water Table Aquifer
Attn: John Vliet 2885 S. Horseshoe Drive
Agent:
7400 Tamlami Trail N Ste 200 Naples FL 34104
_____"~_"~______._._____..._,.~."_"._.~_W".,,,__."_.__n_"....___..__~._,... _,. _.._____..,,_.___._.__~____~___._.____._._._..__._ ____........_.__,.._...___.._.n
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Q' \) Privacy Policy I Disclaimer I User Survey
http://my . sfvvmd. gOY I ePermitting/SearchPermi Ldo
12117/2009
PROJECT SPECIFIC A nONS
Lely Manor Canal West Outfall
Collier County Board of County Commissioners
3301 East Tamiami Trail
Naples Florida, 34104
D\XTA'NC
CONSULTlNO
..&.. "L' ,""- .....
. Planning - VisualizatioJl
. Civil Engineerillg . Surveying & Mapping
6610 Willow Park Drive
Suite 200
Naples, FL 34109
December, 2009
Lely Manor Canal West Outfall
DIVISION TWO
02080
02230
02260
02300
02630
02741
02800
RWA, Inc. Project No. 080104_00_00
TABLE OF CONTENTS
TRENCHING AND BACKFILLS
SITE CLEARING
EXCA VA TION SUPPORT AND PROTECTION
EARTHWORK
STORM DRAINAGE
ASPHALT PAVEMENTS
SODDING, SEEDING, SOD, AND MULCHING
S:\2008\080104.00.00 Lely Manor Canal\0014 Bidding Phase Services\SPECS Toe.doc
Lely Manor Canal West Outfall
RWA, Inc. Project No. 080104.00.00
SECTION 02080 - TRENCHING AND BACKFILLS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions, apply to this Section.
B.
Division 2 Section 02300 " Earthwork"
C,
Division 2 section 02630 "Storm drains"
D,
Division 2 Section 02260 'Excavation support and Protection"
1.2
SUMMARY
A.
This Section includes the following:
1. Excavation of Trenches for Pipes and Utility Structure.
2, Bedding for Pipes and Substructures.
3. Backfills for Trenches and Utility Structures,
1.3 DEFINITIONS
A. Trench is any excavation below final grade to accommodate buried structures.
B. Backfill is any material used to fill a trench or excavation adjacent to a substructure.
C. Bedding is any select material used to seat pipe and provide bearing surfaces for buried
structures.
1.4 SUPPLEMENTAL REQUIREMENTS
A. The requirements in this Section are the minimum for this project. Any additional requirements
stated in the Contract Documents or otherwise specified by the manufacturer or any
governmental agency in a permit, code, or ordinance shall take precedence over the
requirements of this Section.
1.5 SUBSURFACE CONDITIONS
A. The Contractor shall be responsible for determining the subsurface conditions in areas where
excavation can be anticipated. The type of soil, depth and thickness of rock, ground water table,
and other factors that affect cost shall be evaluated prior to submitting a bid.
S:\2008\080104,00,00 Lely Manor Canal\OOI'l Bidding Phase ServicesI2080TREl\CH.DOC
Lely Manor Canal West Outfall
1.6
1.7
RWA, Inc. Project No. 080104.00.00
B.
The method used to determine subsurface conditions shall be the responsibility of the
Contractor. Soil borings (if provided) only supply information in the exact location of each
boring; therefore, on-site exploration of the subsurface is the Contractor's responsibility, All
on-site exploration shall be scheduled with the Owner and coordinated with jurisdictional
agencies and utility companies.
PROTECTION
A.
All excavated areas or trenches shall be backfilled immediately after work is completed. Where
a hole or trench is left open at the end of a production day or because of some other construction
requirement, the entire perimeter of the open hole or trench shall be protected from the workers
and the general public by barricades, fence, signs, lights or other devices required by the
Contract Documents and/or local agency installation codes. Protection shall also be in
accordance with Section 02260 "Excavation Support and Protection.
B.
Pavement, sidewalk, driveway, curb and gutter, and other structures shall be protected from
damage during excavation and as directed in the Contract Documents and/or by the
Jurisdictional Authority.
QUALITY ASSURANCE
A.
The Jurisdictional Authority, Engineer or Owner will inspect the excavation and backfilling.
However it is the Contractors responsibility to provide quality assurance for all work preformed
and warranted by the Contractor.
PART 2 - PRODUCTS
2.1 BEDDING MATERIALS
A. Crushed stone bedding material shall be crushed, washed, and graded in accordance with
ASTM C-33, gradation 67.
B. Sand bedding shall be clean sand, free of clay, silt, debris, roots, vegetation, or rock larger than
one-half inch in diameter.
2.2 BACKFILLING MATERIALS
A. Suitable Backfills
I. Select fill: Materials excavated from the limits of construction or imported that conform
to AASHTO Standard M-145, Groups A-I and A-3 and free of rocks or gravel larger than
one-half inch in dianleter.
2. Common fill shall be material that conforms to AASHTO Standard M-145, Groups A-I,
A-2, or A-3, free of rocks or gravel larger than six inches.
B. Unsuitable Backfills
I. Unsuitable material is wet fine-grained soils, organic matter, and rock larger than 8-
inches in largest dimension, and roots larger than I-inch in diameter.
5,\2008\080104.0000 Lely Manor Canal\OOI4 Bidding Phase Serviccs\2080TRENCH.DOC
2
Lely Manor Canal West Outfall
RW A, Inc. Project No. 080104.00.00
PART 3 - EXECUTION
3.1 PREPARATION
A, Investigate existing conditions and identifY line and grade stakes as applicable. Arrange for
placement of materials required to minimize the duration of open trenches or excavated areas.
B. Install well points or other approved methods of dewatering as required so that the discharged
water complies with all pertinent ordinances, codes, penn its, or requirements of the Contract
Documents,
C. Implement traffic control and protective devices as maybe applicable.
D. For pipelines placed above the natural ground, embankment shall be placed and compacted to
an elevation of at least two feet above the top of the pipe and to a width equal to four pipe
diameters prior to trench excavation. The minimum side slopes shall be six (6) feet (horizontal)
to one (I) foot (vertical).
3.2 CLEARING AND GRUBBING
A. Prior to trench excavation, the eXlstmg surface that will be disturbed by the excavation
operation shall be cleared and grubbed in accordance with Section 2230 Site Clearing.
B. The limits of clearing and grubbing for this Section shall be as, shown on the plans or as
otherwise specified in the Contract Documents. Where the clearing limits are not shown or
stated, the limits of clearing and grubbing shall be the smallest area that will facilitate the
construction of work specified.
3.3 TRENCH WIDTH
A. Trenches for pipe construction shall be excavated to a width that will provide enough working
space next to the pipe and facilitate proper compaction of backfill material around the haunches
of the pipe. All such trench excavation shall comply with the manufacturer's recommendations
for the type of pipe used.
B. Excavation for structures such as manholes, inlets, pump stations, etc. shall be large enough to
provide adequate working room. A minimum distance of two feet shall be provided between the
outside edge of the structures and the side or wall of the excavation to allow for proper
backfilling and compaction,
3.4 EXCAVATION
A. All trenches shall be excavated by open cut unless otherwise indicated in the Contract
Documents.
B. The length ofthe open cut trench that is excavated ahead of the pipe laying operation shall not
exceed half of the nonnal daily production length. The excavation and pipe laying operation
S:\2008\08010400.00 Lely Manor Canal\OOI4 Bidd;ng Phase Servkes'\2080TREKCH.DOC
3
Lely Manor Canal West Outfall
RWA, Inc. Project No. 080104,00.00
shall be coordinated so that all pipe laid in one day is fully backfilled except for the last length
of pipe in an unfinished TIll between structures.
3,5 ROCK EXCA VA nON
A. Where rock is encountered during the performance of work specified in this Section, the rock
shall be excavated in accordance with Section 02300 Earthwork.
3.6 UNSUITABLE MATERIALS
A, Where materials unsuitable for backfilling are encountered during trench excavation, these
materials shall be separated from the suitable materials and disposed of off-site or utilized
on-site in embankment areas as authorized by the Owner's Representative.
3.7 REPLACEMENT MATERIAL
A. Where unsuitable material including rock larger than 8 inches is excavated and hauled off-site,
replacement material shall be acquired from on-site excavation as provided by the Contract
Documents or as authorized by the OWNER. Where replacement material is not available from
the site, the CONTRACTOR shall furnish fill material from an off-site borrow source. Only
materials that conform to Article 2.2 of this Section may be used for backfilling unless
otherwise specified in the Contract Documents or authorized in writing by the Owner's
Representative.
3.8 PREPARA nON OF TRENCH BOTTOM
A. Where rock is encountered at the bottom of the trench, the trench shall be undercut to a depth of
at least 6 inches below the bottom of the pipe to allow for bedding cushion above the rock.
B. Where muck, roots or other organic materials are encountered at the bottom of the trench, the
trench shall be undercut to remove the unsuitable material to the satisfaction of the Owner's
Representative.
C. The Contractor shall dewater the excavation operation as required to provide a dry trench
bottom.
3.9 BEDDING
A. Where the exposed material at the bottom of the trench meets the requirements of Article 2.2,
the existing material may be used as bedding, provided it is compacted.
B. Where the bottom of the trench has been undercut to remove rock or unsuitable material, the
bottom shall be brought up to grade by placing and compacting bedding materials conforming
to the requirements of Article 2.2.
C. In exceptionally wet conditions, the Contractor may request permission from the Jurisdictional
Authority to lay the pipe in water. If that request is authorized, the Contractor shall undercut the
5\20081080104.00,00 Lely Manor CanaIIOO!4 Riddjng Phase Serv1ces\2080TRENCH,DOC
4
Lely Manor Canal West Outfall
3.10
3.11
RWA, Inc. Project No. 080104.00.00
existing bottom a minimum of 6 inches and replace with "crushed stone bedding material"
conforming to Article 2.2, This bedding material shall be tamped and consolidated to provide a
solid and unyielding base for the pipe. During this operation, the Contractor shall continue the
dewatering process to facilitate adequate installation of the pipe or structure and to permit
observation of the process by the Owner's Representative. The additional undercut excavation,
crushed stone bedding, and other associated costs shall be at the Contractor's expense and no
extra compensation will be allowed.
BACKFILLING
A.
Backfilling of pipe trenches shall be done in three stages as follows:
1. First Stage: Material above the bedding and beneath the haunches compacted in 6-inch
layers.
2, Second Stage: Material along the sides of the pipe up to at least I foot above the top of
the pipe compacted in maximum 6-inch layers.
3. Third Stage: Material above the second stage up to the bottom of the subgrade or the
finished surface as applicable compacted in maximum 12-inch layers.
B.
Backfilling of structures shall be done in maximum 12 inch compacted layers up to the top of
the completed or partially completed structure.
C.
Materials used for backfilling shall comply with the requirements of Article 2.2 or as otherwise
authorized by the jurisdictional Authority. For backfilling of pipe "Select Fill" shall be used for
the First and Second Stages. "Common Fill" shall be used for the Third Stage of pipe backfill
and for backfilling structures.
COMPACTION OF BACKFILL
A.
The compaction requirements for backfilling pipe trenches and around structures are listed
below under the following two categories.
1. Under asphalt or concrete pavement: In a cross-section view this is the area under the
pavement and within a 2:1 slope downward from the outside edge of the shoulder or back
of curb or sidewalk as applicable.
Not under pavement: Any area outside the 2: 1 slope referred to above.
Under Not Under
Pavement Pavement
90% 90%
90% 90%
98% Equal to 90% adjacent soil
98% Equal to 90% adjacent soil
2.
Bedding
First Stage
Second Stage
Third Stage
The above are the minimum relative compactions determined by ASTM 0-1557.
B. The Contractor shall add water or dry the material used for backfilling until the moisture
content is within two percent ofthe optimum moisture prior to compacting the backfill layer.
C. A density determination shall be taken for each 300-foot section of trench or part thereof for
each layer. Each layer shall pass the compaction requirements before the next layer is placed
unless otherwise authorized by the Jurisdictional Authority.
S,I.2008\080104.00.00 Lely Manor CanaJ\OOI4 Bidding Phase ServicesI.2080TRENCH.DOC
5
Lely Manor Canal West Outfall
RWA, Inc. Project No. 080104.00.00
D. A density test shall be taken for every other layer for each structure. Each test shall pass the
minimum compaction requirements before the next layer is placed unless otherwise authorized
by the Jurisdictional Authority.
PART 4 - METHODS AND MEASUREMENTS OF PAYMENT
4.1
All work required by this section will be included in payments for other sections or as noted in
the Contract Document or Accepted Proposal.
A.
The cost of rock excavation including blasting shall be included in the contract unit price for
pipe or structures unless rock excavation is specifically established as a separate pay item in the
Contract documents. When rock excavation is paid for separately, payment shall be made at the
contract unit price in accordance with Section 02300 Earthwork.
END OF SECTION 02080
5:\2008\080104.00.00 Lely Manor CanaJ\0014 Bidding Phase ServicesI2080TRENCH.DOC
6
Lely Manor Canal West Outfall
1.1
1.2
RWA, Inc. Project No. 080104.00.00
SECTION 02230 - SITE CLEARING
PART 1- GENERAL
RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions, apply to this Section.
SUMMARY
A.
Work specified in this Section consists of Clearing and Grubbing within areas specified in the
Contract Documents or as directed by the OWNER'S representative. Work under this Section
includes removal and disposal of all trees, brush, stumps, grass, roots, and other such protruding
objects. Also included is the removal and disposal of buildings, structures, existing pavement,
other existing facilities, and debris not required to remain or to be salvaged that is necessary to
prepare the area for the proposed construction. CONTRACTOR shall notify all utility
companies or utility OWNERS (both public or private) of their intent to perform such work and
shall coordinate field location of utility lines prior to commencement of construction.
B.
Other miscellaneous work considered necessary for the complete preparation of the overall
project site is also included under this Section. Work includes, but is not limited to, the
following:
I. Plugging of wells encountered within the project limits, which are to be abandoned.
2. Leveling and restoration of terrain outside the limits of construction for purposes of
facilitating maintenance and other post-construction operations.
3. Trimming of certain trees and shrubs within project limits for utilization in subsequent
landscaping of the project.
4. Plugging or sealing of culvert pipes or other structures to prevent erosion or collapse of
adjacent soils.
5. Protecting existing trees, shrubs, groundcovers, plants, grass to remain.
6. Removing existing trees, shrubs, groundcovers, plants, and, grass.
7. Clearing and grubbing.
8. Stripping and stockpiling topsoil.
9. Removing above- and below-grade site improvements.
10. Disconnecting, capping or sealing, and abandoning or removing site utilities.
11. Temporary erosion and sedimentation control measures.
C. Related Sections include the following:
1. Division 2 Section 2300 "Earthwork" for soil materials, excavating, backfilling, and site
grading.
1.3 DEFINITIONS
A. Topsoil: Natural or cultivated surface-soil layer containing at least 1.5% organic matter and
sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or
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red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects
more than 2 inches in diameter; and free of roots larger than I-inch in diameter, toxic materials,
or other non-soil materials. The material utilized as topsoil shall be suitable for plant growth and
free from appreciable quantities of hard clods, stiff clay, hardpan, gravel, brush, large roots,
refuse, or other deleterious materials. The characteristics of the material shall be such that it can
be adjusted to have a pH value between 5.0 and 8.0, or as approved by the Engineer
B.
Tree Protection Zone: Area surrounding individual trees or groups of trees to be protected
during construction, and defined by the drip line of individual trees or the perimeter drip line of
groups of trees, unless otherwise indicated.
1.4
MATERIAL OWNERSHIP
A. Except for stripped topsoil or other materials indicated to remain Owner's property, cleared
materials shall become Contractor's property and shall be removed from Project site.
1.5
QUALITY ASSURANCE
A.
Regulatory Requirements: Comply with governing EPA notification regulations before
beginning demolition. Comply with hauling and disposal regulations of authorities having
jurisdiction.
B.
Standards: Comply with ANSI A 10.6 and NFPA 241.
1.6
PROJECT CONDITIONS
A.
Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied
or used facilities during site-clearing operations.
I. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities
without permission from Owner and authorities having jurisdiction.
2. Provide alternate routes around closed or obstructed traffic ways if required by authorities
having jurisdiction.
B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's
premises where indicated.
C. Utility Locator Service: NotifY utility locator service for area where Project is located before
site clearing.
D. Do not commence site-clearing operations until temporary erosion and sedimentation control
measures are in place.
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PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION
PREPARATION
A.
Protect and maintain benchmarks and survey control points from disturbance during
construction.
B.
Locate and clearly flag trees and vegetation to remain or to be relocated.
C.
Protect existing site improvements to remain from damage during construction.
I. Restore damaged improvements to their original condition, as acceptable to Owner.
D.
Prior to clearing, all existing vegetation not within the limits of construction shall flagged to be
preserved. The Contractor shall install envirofence or equal beyond the drip line of the retained
vegetation and along the limits of the clearing. The fence shall remain erect and maintained
through the duration of the construction activities.
1. Do not store construction materials, debris, or excavated material within fenced area.
2. Do not permit vehicles, equipment, or foot traffic within fenced area.
3. Maintain fenced area free of weeds and trash.
E.
All clearing shall be done in accordance with the jurisdictional authority permit requirements.
TEMPORARY EROSION AND SEDIMENTATION CONTROL
A.
Provide temporary erosion and sedimentation control measures to prevent soil erosion and
discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways,
according to requirements of the Plans and jurisdictional authority.
B.
Inspect, repair, and maintain erosion and sedimentation control measures during construction
until permanent vegetation has been established.
C.
Remove erosion and sedimentation controls and restore and stabilize areas disturbed during
removal.
TREE PROTECTION
A.
Do not excavate within tree protection zones, unless otherwise indicated.
B.
Where excavation for new construction is required within tree protection zones, hand clear and
excavate to minimize damage to root systems. Use narrow-tine spading forks, comb soil to
expose roots, and cleanly cut roots as close to excavation as possible.
I. Cover exposed roots with burlap and water regularly.
2. Temporarily support and protect roots from damage until they are permanently redirected
and covered with soil.
3. Coat cut faces of roots more than I Y, -inches in diameter with emulsified asphalt or other
approved coating formulated for use on damaged plant tissues.
4. Backfill with soil as soon as possible.
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C. Repair or replace trees and vegetation indicated to remain that are damaged by construction
operations, in a manner approved by Engineer.
1. Employ an arborist, licensed in jurisdiction where Project is located, to submit details of
proposed repairs and to repair damage to trees and shrubs.
2. Replace trees that cannot be repaired and restored to full-growth status, as determined by
Engineer.
3.4 TOPSOIL STRIPPING
A. Remove usable sod and grass before stripping topsoil.
B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with
underlying subsoil or other waste materials.
I. Remove subsoil and non-soil materials from topsoil, including trash, debris, weeds, roots,
and other waste materials.
C. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil.
Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust.
Do not stockpile topsoil within tree protection zones.
1. Dispose of excess topsoil as specified for waste material disposal.
2. Stockpile surplus topsoil to allow for respreading.
3.5 UTILITIES
A. Contractor will arrange for disconnecting and sealing indicated utilities that serve existing
structures before site clearing, when requested by Contractor.
a) Verify that utilities have been disconnected and capped before proceeding with site
clearing.
b) Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others
unless permitted under the following conditions and then only after arranging to provide
temporary utility services according to requirements indicated:
c) Notify utility agency not less than two days in advance of proposed utility interruptions.
d) Do not proceed with utility interruptions without Utility Agencies permission.
B. Excavate for and remove underground utilities indicated to be removed on the Plans.
3.6 CLEARING AND GRUBBING
A. Clearing and Grubbing shall consist of complete removal and disposal of all items stated in
Section 1.2, which are not specified for removal under other items of the contract.
B. Unless otherwise shown in the Plans or Contract Documents, Standard Clearing and Grubbing
shall be done within the following areas:
1. All areas where any type of excavation is to be done.
2. All areas where any type of embankment will be constructed.
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3. All areas where any type of structure, including pipe culverts or pipelines, will be
installed or constructed.
4. All areas where any type of pavement will be constructed.
5. Other areas designated in the Plans or by the Specifications.
C. Depths of Removal
1. In areas listed below all roots larger than I-inch in diameter and other debris shall be
removed to a depth of at least one foot below ground surface. The surface shall then be
plowed to a depth of at least six inches and all roots exposed shall be removed to a depth
of at least one foot. All stumps including subsurface roots shall be completely removed to
the satisfaction of the ENGINEER. Trees shall be removed so roots are pulled out rather
than broken or sawed off. Areas requiring the removal methods stated in this paragraph
are as follows:
a) Excavation areas where the excavated material is to be used in embankment
construction under permanent structures such as but not limited to pavement and
buildings.
b) Embankment areas under permanent structures such as but not limited to pavement,
buildings, sewage treatment facilities, bridges, etc.
c) Excavation areas where roots or similar vegetation in the top one foot would interfere
with disking, harrowing, or finish grading operations prior to seeding or landscaping.
d) Lots and building areas.
2. In all other excavation areas not listed above where Clearing and Grubbing is to be done,
all roots, stumps, and debris protruding through or appearing on the surface of the
completed excavation shall be removed or cut off below the excavated surface.
3. In all other embankment areas not listed above where Clearing and Grubbing is to be
done, all roots, stumps, and debris protruding through or appearing on the surface shall be
removed to a depth of at least one foot below the surface but no plowing or harrowing
will be required in these areas.
D. Trees to Remain
1. As an exception to the above proVIsIOns, where so directed by the Owner's
representative, desirable trees within the clearing limits shall be protected as noted in 3.2
above
E. Boulders
1. Any boulders laying on the top of the existing surface or otherwise encountered during
the Clearing and Grubbing shall be removed and disposed of by the CONTRACTOR in
areas provided by the CONTRACTOR. As an alternate to off-site disposal and at the
CONTRACTOR'S expense, he may elect to utilize these boulders in berms or as riprap
approved by the Engineer. Any breaking or splitting of boulders that may be necessary to
comply with size requirements for embankment shall be incidental to the cost of Clearing
and Grubbing. No boulders or rock shall be left or placed in building pads, or streets, or
paved areas.
3.7 SELECTIVE CLEARING AND GRUBBING
A. Selective Clearing and Grubbing shall consist of removing and disposing of all vegetation,
obstructions, etc, as provided above except that in non-structural areas where the Contractor so
elects, roots may be cut off flush with the ground surface. Stumps shall be completely removed.
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Undergrowth shall be completely removed except in areas designated by the OWNER'S
representative for aesthetic purposes.
B. Desirable trees, that are designated by the Owner's representative to remain, shall be protected
and trimmed in such a way to avoid damage to limbs during construction during clearing.
3.8 SPECIAL CLEARING AND GRUBBING
A. In certain areas that are inaccessible by machines or are considered environmentally sensitive,
ENGINEER may specifY Special Clearing and Grubbing. Where listed as a separate pay item,
Special Clearing and Grubbing shall consist of removal and disposal of all trees, brush stumps,
roots, debris or other objects protruding through the surface by cutting off flush with the ground
surface. The use of any machinery that would disturb the original ground surface condition will
not be permitted.
3.9 ERADICA nON OF EXOTIC VEGETATION
A. Where listed as a separate pay item, eradication of exotic vegetation shall consist of removal
and disposal of Australian Pine, Melaleuca, Brazilian Pepper, Florida Holly and other species
specifically stated on the Plans or specified herein. Also included shall be the removal of the
subsurface root system for each exotic.
B. In areas where removal is modified to permit cutting off flush with in the ground surface, stump
and root system shall be treated with an agency approved chemical herbicide that will ensure
the eradication of the root system.
C. Within the limits established for the eradication of exotic vegetation, all other trees, brush, etc.
not classified as exotic shall be removed, unless designated in the field by the OWNER'S
representative to remain. The removal and disposal of non-exotic vegetation shall conform to
the provisions of Article 3.1.
3.10 REMOVAL OF EXISTING PAVEMENT
A. Work specified in this Article consists of the removing and disposing of existing pavement
surfaces such as, but not limited to, pavement, sidewalk, curb, and gutter where shown in the
Plans, or required to be removed during construction operations, or as required by the
ENGINEER.
3.11 BURNING ON-SiTE
A. Unless otherwise stated in the Contract Documents, burning will be permitted within the project
limits provided the burning operation complies with all applicable laws, ordinances, and other
regulatory agencies. All permits required shall be obtained prior to the start of burning and all
permit regulations strictly adhered to. All burning shall be done at locations where trees and
shrubs adjacent to the cleared area will not be harmed.
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3.12 DISPOSAL OF MATERIALS
A. Timber, stumps, roots, brush, boulders, rubbish, and other objectionable material resulting from
work specified in this Section shall be disposed of off-site in locations provided by the
CONTRACTOR.
3.13 OWNERSHIP OF MATERIALS
A. Except as may be otherwise stated in the Contract Documents, all buildings, structures,
appurtenances and other materials removed by the CONTRACTOR shall become the property
of the CONTRACTOR, to be disposed of in areas provided.
3.14 METHOD OF MEASUREMENT AND PAYMENT
A. General: For the various items of work specified in this Section when listed as a separate pay
item, payment shall be made by the unit price or the lump sum amount as established in the
Contract Documents. Where no separate pay item is established, the cost of all such work shall
be included in the various scheduled items of work specified in the Contract Documents, except
as provided below.
B. Clearing and Grubbing: Measurement of Clearing and Grubbing shall include only the areas
specified in the Contract Documents that are required to be cleared to permit the construction of
the various items of work. Areas that are cleared for convenience, access, or other purposes that
are not a requirement of construction will not be measured for payment.
C. Selective Clearing and Grubbing: Measurement of Selective Clearing and Grubbing shall
include all areas shown in the plans or designated in the field by the Owner's representative.
This measurement shall include the total area within the limits of Selective Clearing and
Grubbing and no deduction shall be made for areas in which desirable trees and brush are
designated to remain. Where the limits of Selective Clearing and Grubbing are shown on the
Plans or otherwise established in the Contract Documents but no separate pay item established,
the measurement of such work shall be included in the quantity or lump sum amount of
"Clearing and Grubbing".
D. Special Clearing and Grubbing: Measurement of Special Clearing and Grubbing shall include
all areas shown in the plans or designated in the field by the Owner's representative. This
measurement shall include only actual areas cleared by the hand method and shall not include
areas cleared by other methods or areas that remain in their original condition. Where the limits
of Special Clearing and Grubbing are shown on the Plans or otherwise established in the
Contract Documents but no separate pay item established, the measurement of such work shall
be included in the quantity or lump sum amount of "Clearing and Grubbing".
E. Eradication of Exotic Vegetation: Measurement of Eradication of Exotic Vegetation shall
include areas shown on the Plans or designated in the field by the Owner's representative. The
measurement shall include the total area within the limits established for Eradication of Exotic
Vegetation and include the areas within these limits where non-exotic vegetation is removed.
Where the Owner's representative has designated desirable vegetation to remain within these
limits, no deduction of area shall be made for the "saved" areas.
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1. Where limits of Eradication of Exotic Vegetation are shown on the Plans or otherwise
established in the Contract Documents but no separate pay item established, the
measurement of such work shall be included in the quantity or lump sum amount of
"Clearing and Grubbing".
F. Removal of Existing Pavement: When a separate pay item is established for the Removal of
Existing Pavement, the quantity to be paid shall be by the square yard for the actual quantity
removed and disposed of off-site. For curb and gutter, slope pavement, and other irregular
areas, the measurement shall be generally taken as an approximate horizontal surface. Where
lump sum payment is provided, such payment shall be compensation for the removal of areas
shown on the Plans or otherwise specified in the Contract Documents.
1. Where a separate pay item is established for curb, gutter, or curb and gutter removal, the
measurement shall be measured by the lineal foot at the flow line of the gutter or at the top
of curb where there is no gutter. Where separate pay has not been provided for curb or curb
and gutter removal, the measurement shall be included in the area for pavement removal as
stated above.
2. When no separate payment is provided for the Removal of Existing Pavement and no
applicable item of excavation or embankment covering such work is listed; the costs of this
work shall be included in the contract price for the item of Clearing and Grubbing or for the
pipe or other structure of which the pavement removal is required.
G. Removal of Existing Structures: When separate payment for Removal of Existing Structures or
Removal of Existing Buildings is provided; the work shall be paid for at the contract lump sum
price. When direct payment is not provided, the cost of such removal and disposal shall be
included in the contract price for Clearing and Grubbing or if no Clearing and Grubbing is
included, in the compensation for the other items covering the new structure to be constructed.
H. Burning: Unless otherwise specified in the Contract Documents, and where permitted, burning
shall be considered, as being part of the process of disposing of materials and the cost of such
work shall be included in the item that requires the disposal of materials.
PART 4 MEASUREMENTS AND METHOD OF PAYMENT
4.1
General
A.
Prices and payments for the various work items included in this Section shall constitute full
compensation for all work described herein and shall include all removal, disposal, protecting,
trimming, breaking, plugging, eradication, or any other items specified in this Section.
B.
Pay Items: For all work specified in this Section, payment shall be made in accordance with the
list of pay items established or as otherwise defined in the Contract Documents. The description
of a pay item in the proposal section may vary from the descriptions stated in this Section.
END OF SECTION 02230
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SECTION 02260 - EXCAVATION SUPPORT AND PROTECTION
PART 1- GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions apply to this Section.
1.2 SUMMARY
A. This Section includes requirements for temporary excavation support and protection systems.
B. Related Sections include the following:
I. Division 2 Section 02080 "Trenching and Backfill"
2. Division 2 Section 02300 "Earthwork" for excavating and backfilling and for existing
utilities.
3. Division 2 Section 02630 "Storm Drains" for excavating and Backfilling Storm Drain
systems.
1.3 PERFORMANCE REQUIREMENTS
A. Design, furnish, install, monitor, and maintain excavation support and protection system
capable of supporting excavation sidewalls and of resisting soil and hydrostatic pressure and
temporary and permanent surcharge loads.
I. Provide professional engineering services needed to assume engineering responsibility,
including preparation of Shop Drawings and a comprehensive engineering analysis by a
qualified professional engineer in accordance with The Florida Safe Trench Act and
OSHA requirements.
2. Prevent surface water from entering excavations by grading, dikes, or other means.
3. Install excavation support and protection systems without damaging existing buildings,
pavements, and other improvements adjacent to excavation.
B. Support and Protective equipment supplied by manufactures with recommendations for safe
usage may be used at the contractor's discretion and responsibility. In the event the Owner,
Engineer or Jurisdictional Authority require substantiating evidence of stability, the Contractor
shall furnish such information to their satisfaction.
1.4 SUBMITTALS
A. Shop Drawings for Information: Prepared by or under the supervIsIOn of a qualified
professional engineer for excavation support and protection systems.
1. Include Shop Drawings signed and sealed by the qualified professional engineer
responsible for their preparation.
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1.5
2.1
3.1
B.
Photographs or videotape, sufficiently detailed, of existing conditions of adjoining construction
and site improvements that might be misconstrued as damage caused by the absence of, the
installation of, or the performance of excavation support and protection systems.
PROJECT CONDITIONS
A.
Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others
unless permitted in writing by Engineer and then only after arranging to provide temporary
utility services according to requirements indicated.
B.
Project-Site Information: A geotechnical report has been prepared for this Project and is
available for information only. The opinions expressed in this report are those of geotechnical
engineer and represent interpretations of subsoil conditions, tests, and results of analyses
conducted by geotechnical engineer. Owner will not be responsible for interpretations or
conclusions drawn from this data.
1. Make appropriate additional test borings, as required and conduct other exploratory
operations necessary for excavation support and protection.
C.
Survey adjacent structures and improvements, employing a qualified professional engineer or
land surveyor; establish exact elevations at fixed points to act as benchmarks. Clearly identifY
benchmarks and record existing elevations.
1. During installation of excavation support and protection systems, regularly resurvey
benchmarks, maintaining an accurate log of surveyed elevations and positions for
comparison with original elevations and positions. Promptly notifY Engineer if changes
in elevations or positions occur or if cracks, sags, or other damage is evident in adjacent
construction.
PART 2 - PRODUCTS
SHORING
A.
Only materials suitable for structural shoring shall be used.
B.
Use of previously used materials shall only be allowed if such materials are not damaged or
unsuitable for the intended use.
PART 3 - EXECUTION
PREPARATION
A.
Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by
settlement, lateral movement, undermining, washout, and other hazards that could develop
during excavation support and protection system operations.
1. Shore, support, and protect utilities encountered in a manner, which will not cause
distress.
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2. Install excavation support and protection systems to ensure minimum interference with
roads, streets, walks, and other adjacent occupied and used facilities.
3. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities
without permission from Owner and Jurisdictional Authorities having jurisdiction.
4. Provide alternate routes around closed or obstructed traffic ways if required by authorities
having jurisdiction.
B.
Locate excavation support and protection systems clear of permanent construction so that
forming and finishing of concrete surfaces is not impeded.
c.
Monitor excavation support and protection systems daily during excavation progress and for as
long as excavation remains open. Promptly correct bulges, breakage, or other evidence of
movement to ensure that excavation support and protection systems remain stable.
D.
Promptly repair damages to adjacent facilities caused by installing excavation support and
protection systems.
REMOVAL AND REPAIRS
A.
Remove excavation support and protection systems when construction has progressed
sufficiently to support excavation and bear soil and hydrostatic pressures. Remove in stages to
avoid disturbing underlying soils or damaging structures, pavements, facilities, and utilities.
B.
At the discretion of the Jurisdictional Authority, support may remain in place if excavation
support and protection systems are removed to a minimum depth of 48-inches below overlying
construction and abandon remainder.
c.
Repair or replace, as approved by Engineer, adjacent work damaged or displaced by removing
excavation support and protection systems.
D.
Excavation support and protection systems may be permanently left in place, below 3-feet of
finish grade if approved by the Jurisdictional Authority.
PART 4 - MEASUREMENTS AND METHOD OF PAYMENT
METHOD OF PA YMENT
A.
The work specified in this section will be paid for as part of the Utility Section specified in
other sections of this specification.
B.
No other payment will be made for the work specified here.
END OF SECTION 02260
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SECTION 02300 - EARTHWORK
PART 1- GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions, apply to this Section.
1.2 SUMMARY
A. The work included in this Section is the rough grading to be completed prior to utility
installation, paving of streets, sidewalks, and driveways, and landscape grading.
B. This Section includes the following:
1. Excavation and filling to the line, grades and contours noted in the project drawing.
2. Preparation of ground to be filled and conditioning of fill material for designated
compaction.
3. Compaction of all fill soils as designated in this specification and the Geotechnical report.
4. Placement oftopsoils on designated surfaces to be landscaped.
5. Preparation of graded surfaces and drainages to mitigate erosion during site preparation.
6. Compaction of subgrade surfaces to receive concrete drainage structures.
7. Removal or conditioning of unsuitable soils in accordance with the Engineers directions.
8. Rock excavation, if required, and as directed by the Engineer
C. The Earthwork Contractor, if not responsible for final paving and landscaping, must coordinate
the earthwork task with the Paving and Landscaping Contactors to assure continuity and
compliance to these specifications.
D. Earthworks required after Rough grading will include the following:
1. Preparing subgrades for slabs-on-grade, walks, pavements, lawns and grasses, and
exterior plants.
2. Excavating and backfilling for utility trenches.
3. Excavating and backfilling trenches for buried utility structures.
E. Related Sections include the following:
I. Division 2 Section 02080 "Trenching and Backfill"
2. Division 2 Section 02230 "Site Clearing"
3. Division 2 Section 02741 "Asphalt Pavements
1.3 DEFINITIONS
A. Backfill: Soil material or approved low-strength material used to fill an excavation.
I. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to
support sides of pipe.
2. Final Backfill: Backfill placed over initial backfill to fill a trench.
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B. Base Course: Course placed between the subbase course or subgarde and asphalt or concrete
paving.
C. Bedding Course: Course placed over the excavated subgrade in a trench before laying pipe.
D. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill.
E. Drainage Course: Course supporting concrete slab-on-grade that also minimizes upward
capillary flow of pore water and conduction of ground water.
F. Excavation: Removal of material encountered above finish elevations and to lines and
dimensions indicated.
1. Authorized Additional Excavation: Excavation below finished elevations or beyond
indicated lines and dimensions as directed by the Engineer. Authorized additional
excavation and replacement material will be paid for according to Contract provisions for
unit prices.
2. Bulk Excavation: Excavation more than 10-feet in width and more than 30-ft. in length.
3. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated
lines and dimensions without direction by the Engineer. Unauthorized excavation, as
well as remedial work directed by the Engineer, shall be without additional compensation
to the Contractor.
G. Fill: Soil materials used to raise existing grades.
H. Rock: Rock material in beds, ledges, unstratified masses, and boulders of rock material that
exceed 1 cubic yard for bulk excavation or % cubic yard for pit excavation that cannot be
removed by excavating equipment and requiring systematic drilling, ram hammering, or
blasting to excavate.
Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or
backfill immediately below subbase, drainage fill, or topsoil materials.
Utilities: On-site above and underground pipes, conduits, ducts, and cables.
SUB MITT ALS
Product Data: For the following:
Controlled low-strength material, including design mixture.
Material Test Reports: From a qualified testing agency indicating and interpreting test results
for compliance of the following with requirements indicated.
Blasting Plan and Permit: For record purposes and approved by authorities having jurisdiction.
Seismic Survey Report: For record purposes; from seismic survey agency.
Preexcavation Photographs or Videotape: Show existing conditions of adjoining construction
and site improvements, including finish surfaces, that might be misconstrued as damage caused
by earthwork operations. Submit before earthwork begins.
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1.5 QUALITY ASSURANCE
A. Blasting: Comply with applicable requirements in NFP A 495, "Explosive Materials Code," and
have a Blasting Permit issued by the jurisdictional authority.
1.6 PROJECT CONDITIONS
2.1
2.2
2.3
A.
A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others
unless permitted in writing; Then only after arranging to provide temporary utility services
according to Owner or jurisdictional authority.
B. Demolish and completely remove from site existing underground utilities indicated to be
removed. Coordinate with utility companies to shut off services if lines are active.
PART 2 - PRODUCTS
IMPORTED SOIL MATERIALS
A.
General: Provide borrow soil materials when sufficient satisfactory soil materials are not
available from excavations.
B.
Satisfactory Soils: ASTM D 2487 Soil Classification Groups GW, GP, GM, SW, SP, and SM
or a combination of these groups; free of rock or gravel larger than 3-inches in any dimension,
organic debris, waste, frozen materials, vegetation, and other deleterious matter.
C.
Unsatisfactory Soils: Soil Classification Groups not listed in B. above shall be considered
unsatisfactory.
1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of
optimum moisture content at time of compaction.
D.
Impervious Fill: Clayey gravel or clayey sand mixture capable of compacting to a dense
impervious state.
CONTROLLED LOW-STRENGTH MA TERIAL
A.
Controlled Low-Strength Material: Low-density, self-compacting, flowable concrete material
as follows:
1. Portland Cement: ASTM C 150,
2. ASTM C 33, ]!,i-inch maximum aggregate size.
3. The Engineer will consider other low strength materials submitted by the Contractor.
CLASSIFICATION OF EXCA VA nON
General
I. Included in the excavation under this Section are materials of whatever nature
encountered within the required limits of excavation (except material during clearing and
grubbing). Determination of sub-surface condition effects on construction costs is the
sole responsibility of the Contractor. Sub-surface conditions between soil borings that
may vary greatly from those conditions found at the boring location.
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2. Locating existing underground utilities shall be the responsibility ofthe Contractor. In the
event of any utility conflict, the Contractor shall immediately inform the, Owner and the
Engineer of the conflict. Contractor shall be responsible for the immediate repair of a
utility lines damaged during construction. Contractor shall notifY all utility jurisdictional
authorities, both public and private of their intent to perform such work and coordinate
field location of utility lines prior to commencement of construction.
3. Where separate classification is provided in the Proposal, excavation specified under this
Section may be listed as any of the following classes: (I) Regular Excavation, (2) Swale
Excavation, (3) Subsoil Excavation, (4) Rock Excavation, (5) Lake Excavation
(unclassified).
4. For any of the above classifications not specifically listed as a separate pay item in the
proposal or included as part of another pay item, all excavation of such type shall be
included under the item of Regular Excavation. If the item of Regular Excavation is not
listed in the proposal, all costs included in the excavation of roadway, swales, subsoil,
rock, lakes, structures (including utilization or disposal of materials) shall be incidental to
the general cost of the project and no additional compensation will be allowed.
B. Regular Excavation
1. Regular Excavation shall consist of excavation of materials necessary for construction of
roadways, ditches, sidewalks, building pads, retention ponds, and other surfaces as shown
in the plans. Excavated material suitable for embankment shall be utilized in areas
requiring fill with all excess material spread or stockpiled on site where shown on the
plans or as directed by the Owner's representative.
C. Swale Excavation
I. Swale Excavation shall consist of excavation of swales and ditches as indicated on the
Plans and shall include the utilization of suitable excavated materials in areas requiring
fill with all excess material spread or stockpiled on site where shown on the plans or as
directed by the Owner's representative.
D. Authorized Additional Excavation
1. Subsoil excavation shall consist of the excavation and off-site disposal of unsuitable
excavation, or any other material that is determined to be unsuitable by the Owner's
Geotechnical Engineer in its original position and that is excavated below the finished
grading. If provided in the plans or Contract Documents unsuitable material shall be
stock-piled in areas on site designated by the Owner.
E. Rock Excavation
1. Rock Excavation shall consist of excavation of rock and boulders necessary to attain
finish grade.
2. For the purpose of classifying rock excavation as a pay item, the rock strata encountered
shall be of such thickness and hardness as to preclude removal by using a modern 3/4
cubic yard hydraulic backhoe maintained in excellent operating condition.
F. Rock Blasting
I. All blasting conducted under this contract shall strictly comply with the provisions of all
laws and ordinances. All required blasting permits shall be the responsibility of the
Contractor and in accordance with requirements of the jurisdictional authority.
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G. Rock Crushing
1. If Rock Crushing is listed as a pay item in the Proposal, rock shall be crushed so that at
least 97 percent (by weight) of the material shall pass a 3 1/2 inch sieve and the material
shall be graded uniformly down to dust. The crushed rock shall have an average limerock
bearing ratio (LBR) value of not less than 100.
H. Lake Excavation (Unclassified)
1. Lake Excavation (Unclassified) shall consist of excavation of all material necessary for
construction of lakes according to the depths, dimensions, side slopes, and in the
locations shown in the plans. It shall also include the utilization of excavated materials
and the disposal of unsuitable materials in accordance with Part III of this specification.
All materials excavated shall be considered as "unclassified".
2. Contractor shall be responsible for any investigation of subsurface conditions and
subsequent determination of the amount of rock, roots, and other materials to be
incorporated into his price. Contractor shall construct the lake banks in strict accordance
with the ordinances or laws governing the excavation. All slopes must be equal to the
specified slopes. The bottom of the lake shall not be excavated below the specified depth
without prior written approval of the Owner and the Jurisdictional Authority.
PART 3 - EXECUTION
3.1
A.
UTILIZATION OF EXCA VA TION MATERIALS
General
1. All excavated materials suitable for embankment shall be utilized in the embankment
areas shown in the plans or as otherwise specified in the Contract Documents. After the
requirements for embankment to meet the lines and grades shown on the plans, the
surplus suitable excavated material shall be deposited in areas on-site as directed by the
Owner's representative, unless otherwise specified in the Contract Documents.
2. On projects where excavation does not provide enough material to satisfY embankment
requirements, excavated materials shall first be utilized in the roadway or other
permanent structure embankment, then into other embankment areas shown in the plans.
B. Classification of Materials
1. Material shall be classified as "suitable" ifit meets all the requirements of this Section. A
rock stratum that can be blasted, split or screened to meet the requirements shall be
considered as "suitable" for embankment.
2. Material such as muck, or any other material containing excessive amounts of organic,
silt, clay, or other deleterious materials shall be classified as "unsuitable" for
embankment unless otherwise specified or classified by the Engineer.
3. The term "unclassified" simply refers to material that has not been defined as suitable or
unsuitable. If a dispute arises over the classification of materials, the Engineer shall
make the final determination.
C. Rock and Boulders
I. Rock and boulders shall be utilized on site as embankment unless otherwise specified. If
it cannot be utilized in its excavated state, it shall be used as Buried Rock. If that is not
possible, it shall be disposed of off-site and replaced with an acceptable material. In all
cases, the alteration or replacement of excavated material shall be at the Contractor's
expense unless otherwise provided in the plans or Contract Documents.
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D. Burial Rock
I. Work specified in this article consists of excavating and stockpiling of Rock, hauling and
placing rock into the excavated area, covering the rock with overburden from the
stockpile and utilizing all excess overburden. The proposed rock burial areas shall be as
shown in the plans and/or as designated by the Owner or Engineer on-site.
2. After completion of the clearing and cross-sectioning of the proposed rock burial areas,
Contractor shall excavate the overburden material down to the top of cap rock or as
shown in the plans or as directed by the Owner's representative. The excavated
overburden shall be stockpiled nearby for use in the covering process. The excavation
area shall then be cross-sectioned by the Owner's representative.
3. After cross-sectioning, rock and boulders from previous excavation shall be loaded,
hauled, and placed into these areas. During the placement of rock enough fine material
from the overburden stockpile shall be deposited and compacted between individual
rocks or boulders so as to completely fill any voids that may occur during placement of
such rocks. The top of the deposited rock shall be a minimum of 3 feet below the
proposed finished grade or as otherwise specified in the plans.
4. After the rock placement is complete, the stockpiled overburden shall be placed over the
rock to a minimum depth of 3 feet to the specified elevation and in accordance with the
requirement of PART III of this Section.
5. After the finish grading is attained, all excess-stockpiled overburden shall be utilized in
other embankment areas according to the provisions of PART III.
E. Existing Pavement
I. All existing asphalt pavement including the base course shall be utilized on-site as
embankment unless otherwise specified. The pavement structure shall be scarified or
similarly broken up to satisfY the requirements of embankment. Care shall be taken to
utilize the broken asphalt pavement and base course in areas that will not adversely affect
future landscape plantings or building pad related work such as footings, rough plumbing,
electrical, etc.
2. All existing concrete pavement, sidewalk, curb and gutter or similar ridged surfaces shall
be disposed of off-site unless otherwise specified or directed by the Engineer. At the
Contractor's option and at his expense, he may break up the concrete and mix with
enough fines for incorporation into embankment areas, provided he follows the same
conditions required for the utilization of asphalt pavement.
F. Muck
1. Although muck or other material high in organic content will not generally be permitted
in embankment areas, certain conditions may require or permit its utilization. Muck will
not be permitted in embankment unless specifically stated on the plans or specified
herein.
G. Top Soil
I. Where top of the existing surface is high in organic content, it may be necessary to strip
the topsoil and reuse it or dispose of it. Topsoil shall be stripped and stockpiled on-site
for later use as a layer under sod, grassing, or in landscaped areas. When an item of
topsoil is not listed as a separate pay item in the Contract Documents, the placement of
the stockpiled topsoil shall be included in the item of Clearing and Grubbing or
Excavation. When topsoil is listed as a pay item, it shall be placed in locations shown in
the plans to a specified thickness and to a finished elevation that will allow for the
placement of sod, ground cover or other landscape related surface.
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2. The material utilized as topsoil shall be suitable for plant growth and free from
appreciable quantities of hard clods, stiff clay, hardpan, gravel, brush, large roots, refuse,
or other deleterious materials. The organic content shall be at least 1.5 percent. The
characteristics of the material shall be such that it can be adjusted to have a pH value
between 5.0 and 8.0, or as approved by the Engineer.
DISPOSAL OF EXCA VA TED MATERIALS
A.
Disposal of Surplus Materials
1. The Owner shall retain ownership of all suitable excavated materials unless otherwise
stated in the Plans or Contract Documents to be surplus material. When so specified the
surplus material shall become the property of the Contractor to be disposed of outside the
project limits. The cost of the disposal and furnishing the disposal area shall be included
in the item requiring excavation and no additional compensation will be given.
B.
Disposal of Unsuitable Materials
1. Unsuitable excavated material as defined in this Section shall become the property ofthe
Contractor to be disposed of outside the project limits. The cost of the disposal and
furnishing the disposal area shall be included in the item requiring excavation and no
additional compensation will be given.
EMBANKMENT
A.
General
I. Embankments shall be constructed true to lines and grades shown in the plans or
authorized by the Engineer. Material used in embankments shall be obtained from on-site
excavation and/or from off-site borrow sources secured by the Contractor.
B.
Site Preparation
1. Subsequent to clearing and prior to placement of embankment material, the existing
cleared surface shall be scarified, moisture conditioned and compacted 6 feet beyond the
all building and pavement areas and in other areas shown in the plans or stated in the
Supplementary Conditions. The existing surface shall be compacted at moisture content
such that the specific relative compaction requirement can be attained. Soil one foot
below the compacted surface shall attain relative compaction of 95 percent of the
maximum dry density as determined by the ASTM-D-1557. Field density tests shall be
conducted in accordance with ASTM 0-1556, 0-2167, 0-2922, or D-2937 (latest
revisions) by a certified Engineer laboratory or Soils Engineer approved by the Owner.
The location and number of the tests shall be determined by the Owners representative or
Soils Engineer.
C.
Requirements for Embankment Materials
1. Embankments shall be constructed of material containing no muck, stumps, roots, brush,
vegetable matter, rubbish, or other material that will not compact into a suitable and
enduring roadbed or similar foundation. Material designated as unsuitable in the soil
borings or as classified as unsuitable by this specification shall be removed from the
embankment and disposed of in approved locations or off-site. Utilization of material in
embankment construction shall be in strict accordance with the Plans or as approved by
the Engineer.
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2. The maximum size of rock that will be permitted in the completed embankment are as
follows:
a. In top 12 inches - 3 1/2 inches maximum
b. 1 foot to 2 feet below finish grade - 6 inches maximum
c. 2 feet and below finish grade - Not to exceed the compacted thickness of the layer
being placed
3. When and where approved by the Engineer, the Contractor may place larger rocks
outside the 2 to 1 slope of any structure embankment. Where such rock is utilized in any
embankment, enough fine material shall be deposited and compacted between individual
rocks so as to completely fill any voids that may occur during the placement of such
material. Rock larger than 8-inches shall not be utilized in any building pad or paved area
embankment.
D. Borrow Material
I. The use of borrow material shall be limited to areas when sufficient quantities of suitable
material are not available on-site. When borrow is required the material shall conform to
the requirements PART 2 and shall be approved by the Engineer prior to placement.
Borrow material shall be obtained from areas furnished by the Contractor at his expense.
Borrow sources shall comply with all local requirements applicable for the excavation
and sale of fill material.
E. Construction Requirements
1. Embankment material shall be placed in horizontal layers not to exceed 12 inches
thickness measured loose. Each layer shall be leveled; moisture conditioned and
uniformly compacted to a relative compaction of at least 95% of the maximum Dry
density as determined by ASTM 0-1557.
2. Where the material is deposited in water or on unstable ground that will not support the
weight of hauling equipment, the Contractor shall consult a Soils Engineer for
recommendations to stabilize the subgrade to be filled.
3. When embankments are constructed on a slope greater than 3 horizontal to 1 vertical, the
slope shall be "stepped" so as to permit the embankment to be placed in horizontal layers
and compacted as stated above. Upon completion of the embankment steps on a slope,
steps shall be dressed to conform to the specified slope.
4. For any embankments not covered above, the Engineer prior to placement shall approve
construction methods.
F. Compaction Requirements
1. Materials shall be compacted at moisture content such that the relative compaction can be
attained. If necessary, water shall be added to the material, or the moisture content shall
be lowered by disking the material and allowing it to dry, as is appropriate. Each layer of
material shall be compacted by the use of a smooth drum vibratory roller or other method
approved by the Geotechnical Engineer.
2. Relative Compaction shall be determined by Test method in accordance with ASTM
0-1556,0-2167,0-2922, or 0-2937 (latest revisions) by a Certified Engineer Laboratory
or Soils Engineer approved by the Owner.
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3. Relative Compaction determination requirements shall be as follows:
Embankment Area Minimum Relative Compaction
Building Pads I 95%
Pavement Areas' 95%
Retention Areas' 95%
Other Areas N/ A
I Includes future building pads and lots.
2 Includes any permanent pavement structure such as curb and gutter, sidewalk,
roadways, shoulder, driveway, or any other similar surface.
3 Includes earth berms, water retention slopes, dikes, and other similar areas.
Frequencv/Lift
I Ea/2000 Square feet
1 Ea/ 1000 Square yards
1 Ea/ 1000 Square Yards
N/A
4. Contractor shall be responsible for scheduling of all soil testing. These soil-testing costs
shall be borne by the Owner, except that in the event of a test failure all subsequent
retests required to validate recompaction shall be at the expense of the Contractor. The
Owner may deduct this expense from the Contractor's payment or request payment
directly from Contractor.
3.4
FINISH GRADING
A.
General
1. As a final grading operation the surface of the earthwork shall be shaped to conform to
the lines, grades, and contours shown on the plans. For cuts or fills where plant growth
will be established, surfaces shall be left in a roughened condition as approved by the
Engineer. Hand dressing will not be required except as necessary in confined areas where
equipment operation is restricted.
2. Contractor shall take necessary precautions to prevent erosion of slopes before and after
finish grading. Any erosion of whatever consequence shall be repaired at the expense of
the Contractor until final acceptance of the project.
B.
Tolerances
I. In final shaping of the surface of earthwork a tolerance of 0.1 foot above or below the
plan elevations and contours will be allowed with the following exceptions:
a. In areas where sod, ground cover or other finish landscape surface will be used, an
allowance shall be made for the thickness of sod, etc. that will result in the finish
landscape elevation to be within the above tolerance.
b. Earthwork shall be shaped to match adjacent pavement, curb, sidewalk, structures,
etc. with applicable allowance for sod, etc. Ditch bottoms may have a higher
tolerance as approved by the Engineer provided that no water will be impounded.
PART 4 - METHOD OF MEASUREMENT AND PAYMENT
A. METHOD OF MEASUREMENT
1. VOLUMETRIC - When payment is made on a volumetric basis, calculations shall be
based on the method of average end areas or the grid cell method, unless the Engineer
determines that another method will provide a more accurate result. The existing
elevations shown on the plans or field survey taken by the Engineer shall be incorporated
into the volume calculations. Should any of these existing elevations appear to be in
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error, the Contractor shall notifY the Engineer in writing and resolve the dispute prior to
disturbing the existing surface in question. Once the existing surface is disturbed by
clearing, excavating, or any other construction, the Contractor's right to dispute the
existing elevations shown by the Engineers will be nullified. After the excavation or
embankment is completed, the finished surface shall be measured in place by field survey
and these cross-sections shall be incorporated into the volume calculations.
2. LOOSE VOLUME - In special cases as shown in the Contract Documents, payment shall
be made on a loose volume basis as measured in trucks or other hauling equipment. The
volume capacity of each truck shall be measured and recorded by the Owner's
representative. Before unloading on-site, the Owner's representative shall compare the
loaded truck to its recorded capacity and record the actual volume on the load ticket.
Only load tickets that have been so recorded and collected by the Owner's representative
at the point of dumping shall be included in the quantity for payment
3. LUMP SUM - The proposal may contain items of work that are to be paid for on a lump
sum basis. Additionally, the Contract Documents may provide for a lump sum payment
for the entire project. The lump sum payment for individual items or for the entire project
shall constitute full compensation for the completion of all work specified in the plans
and specifications.
4. PLAN QUANTITY - When cross Sectioning finished surfaces is not feasible; the
Engineer may specify the final pay quantity of any item to be the original plan quantity.
When so specified in the Contract Documents, such quantity will be revised only in the
event that it is determined to differ by more than 10 percent of the original plan quantity.
Such revisions will be determined by calculation of quantities from the plan sheets as
applicable. Field measurement will not be considered except to verify that the work was
accomplished in substantial compliance with the plan dimensions.
B. Regular Excavation
1. Measurement of regular excavation shall include only the net volume of material
excavated between the original ground surface and the surface of the completed
earthwork. The pay quantity shall be the plan quantity in accordance with article A,
unless otherwise stated in the Contract Documents.
C. Swale Excavation
1. Measurement of swale excavation shall include only materials excavated within the line
and grades indicated in the plans or as directed by the Engineer. Measurement may be by
volume or lineal as called for in the Contract Documents.
D. Subsoil Excavation
1. Measurement of subsoil excavation shall include only material excavated within the lines
and grades indicated on the plans or as directed by the Engineer. Where the limits of
subsoil excavation are not shown or vary from the limits shown on the plans, the pay
quantity shall be determined by cross Sectioning measurements in accordance with the
volumetric method described in article 3.06.A. When the final pay quantity is more or
less than the original plan quantity, an appropriate adjustment shall be made to the
applicable pay quantity for imported fill so that the loss or increase is compensated
provided that the unsuitable material is to be disposed off-site. A lower than plan volume
will require less fill replacement and a higher than plan volume will require more fill
replacement than originally calculated. However, if the subsoil excavation is displaced by
on-site excavation, a quantity adjustment will not be made. Where no separate pay item is
included in the contract, all such work involving the excavation and disposal of
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unsuitable material shall be considered incidental to the cost of the applicable excavation
item.
E. Rock Excavation
1. When rock excavation is listed as a separate pay item in the Contract Documents,
measurement of rock excavation shall be by cross-sectioning method prior to and after
the rock layer is excavated. Contractor shall allow sufficient time between operations to
facilitate this field survey work.
2. If Rock Excavation is not listed as a separate pay item in the Contract Document, the cost
of all such work, including blasting, shall be included in the unit price for Regular
Excavation, Swale Excavation, Subsoil Excavation, Lake Excavation (Unclassified), or
other items which may require the excavation of rock or boulders.
3. All rock and boulders shall be excavated to the width and depth that permit the
construction and installation of the specified work. Unless otherwise specified in the
Contract Documents, goverrunental codes or ordinances, and permit requirements, the
method used to remove rock and boulders shall be determined by the Contractor.
4. The Contractor at a location outside the project limits shall dispose of all excavated rock
that is not utilized on-site. All such material disposed of outside the project limits shall
become the property of the Contractor and he shall therefore be responsible for any
liability resulting from the ownership, hauling, or disposing of such excavated material.
F. Rock Blasting
1. When listed as a pay item in the Contract Documents, Rock Blasting shall be paid by the
cubic yard, or lump sum for the actual quantity of rock blasted. When Rock Blasting is
not listed as a pay item, any blasting or splitting of rock necessary to facilitate the
excavation of rock shall be included in the item of Rock Excavation. If Rock Excavation
is not listed as a pay item, any such blasting or splitting shall be included in the cost of
whatever work that may require rock excavation and no additional compensation will be
provided. The Contractor shall comply with any governmental agency blasting ordinance
applicable at the time of construction. The Contractor shall obtain all permits required
before the removal of overburden material, drilling, or delivery of explosives.
G. Rock Crushing
1. When listed as a separate pay item in the Contract Documents, Rock Crushing shall be
paid by the cubic yard on a volumetric basis. Prior to crushing, the existing surface of the
proposed stockpile area shall be cross-sectioned by the Owner's representative. After
crushing has been completed and with the crushed material in a stockpile, the stockpile
shall be again cross-sectioned by the Owner's representative. The volume of the stockpile
shall then be calculated by either a grid cell or average end area method. This volume
shall be used for pay purposes without consideration of shrinkage or expansion. The
Contractor shall be responsible for scheduling the Owner's representative for
cross-sectioning and shall allow sufficient time in his schedule for the completion of such
work.
2. The utilization of crushed rock shall be included in the cost of the excavation item
requiring rock excavation according to the provisions of this Section.
H. Lake Excavation (Unclassified)
1. Measurement of Lake Excavation (Unclassified) shall include only the net volume of
material excavated between the ground surface after clearing and the finish slopes and
bottom of the lake using the VOLUMETRIC method as described in the first paragraph
of 3.5. The Contractor shall be responsible for scheduling the Owner's representative to
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cross-section the eXlstmg surface of the proposed lake after the clearing has been
completed and prior to commencement of blasting or lake excavation. The Contractor
shall allow sufficient time for the Owner's representative to complete such
cross-sectioning work. Any unauthorized over-digging or excavation below the plan
bottom elevation will not be included in the measurement for payment.
2. If the initial expense of the lake sectioning is to be paid for by the Owner, the Contractor
shall not request said sectioning until he has notified the Owner that he has shaped the
bank slopes per the permitted design slopes and depths.
3. If the Sections indicate that the depths or bank slopes do not conform to the permitted
design slopes or indicate that they are steeper, the Contractor shall correct the deficiency.
Further, the Contractor shall pay for the expense of re-sectioning the lakes to document
that said correction has been accomplished.
4. Owner shall have the option of deducting the re-sectioning costs from the Contractor's
payment, or the Owner may request separate payment directly from the Contractor.
I. Structure Excavation
I. Unless otherwise specified, there shall be no measurement for structure excavation. The
cost of structure excavation shall be incidental to the cost of the applicable structure and
no separate pay item will be established.
J. Rock Burial
1. Measurement of Rock Burial shall be on a volumetric basis unless otherwise specified in
the Contract Documents. Payment shall be made for the neat volume of material
excavated below the existing elevation after clearing. The Contractor shall be responsible
for scheduling the Owner's representative to cross-section the existing surface after
clearing and to cross-section the burial area after excavation, and sufficient time shall be
allowed for this purpose.
2. Payment shall be by the cubic yard at the unit price established in the Contract
Documents. Such unit price shall be full compensation for all excavation, stockpiling,
loading, hauling and placing rock, overburden replacement over rock, and utilization of
all excess overburden.
K. Pavement Removal
1. Measurement for pavement removal shall be by the square yard as measured in place
prior to removal unless otherwise specified in the Contract Documents. When no separate
pay item is included, the cost of such work shall be incidental to the item of clearing and
grubbing or excavation as applicable.
L. Topsoil
1. Measurement for topsoil shall be by the square yard as measured in place in locations
shown in the plans or as directed by the Engineer. Placement of topsoil shall be to the
thickness specified in the plans or Contract Documents, and it shall include the cost of
furnishing the material as specified in Article 3.2 G. If enough excavated material is not
available to satisfY the topsoil requirements, suitable topsoil shall be imported and the
cost offurnishing and hauling this imported material shall be included in the unit price of
the topsoil item.
M. Embankment
I. When there is not enough suitable excavated material to satisfy the requirements of
embankment, a separate item called Embankment or Borrow may be established in the
Contract Documents to facilitate completion. Payment will be made only for material
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required to complete the embankment to the plan dimensions and elevations. Material
placed beyond the limits shown on the plans will not be measured for payment.
2. For Embankment, the pay quantity shall be the plan quantity unless otherwise stated in
the plans or Contract Documents. The measurement for embankment shall be the in place
volume of material placed above the original surface elevation within the dimensions and
elevations indicated on the plans less the neat volume of excavation. No allowance will
be made for subsidence or shrinkage.
3. For Borrow, the pay quantity shall be made on a loose volume basis unless otherwise
specified in the plans or Contract Documents. The method of measurement shall be in
accordance with LOOSE VOLUME.
N. Berm Construction
1. Measurement for Berm Construction shall include only materials excavated within the
lines and grades indicated in the plans or as directed by the Engineer. Measurement may
be by volume or lineal as defined in the Contract Documents.
O. Finish Grading
1. Measurement for Finish Grading shall only include areas that require a change in
elevation to meet the new design grade. Placement of sod to an existing elevation would
require finish grading to facilitate placement of sod. If there is no pay item for finish
grading, the cost of all such work shall be incidental to the applicable item of excavation
or embankment.
4.2 BASIS OF PAYMENT
A. General
1. Prices and payments for the various work items included in this Section shall constitute
full compensation for all work described herein and shall include excavation, hauling,
placing, compacting, and dressing of the finish surface. Said payments shall also include
the following items when no separate pay item is included in the contract:
a. Removal and disposal of existing pavement
b. Clearing and grubbing
c. Providing disposal areas
d. Furnishing of borrow areas
e. Permits and waiver costs
B. Excavation and Embankment
1. Cost of utilizing suitable excavated materials and disposing of unsuitable excavated
materials shall be included in the cost of the applicable excavation item, unless otherwise
stated in the plans or Contract Documents.
2. When separate classifications of Excavation and/or Embankment are listed as pay items
in the contract, the quantities determined as provided above shall be paid at the contract
unit price per cubic yard, square yard, lineal foot or lump sum as applicable. Such
payment shall constitute full compensation for all items as described in this Section or as
stated in the plans or Contract Documents.
C. Rock Excavation
I. The cost of rock excavation including blasting shall be included in the contract unit price
for each work item requiring rock removal.
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2. Where the disposal of rock or boulders creates a deficiency of backfill or embankment
material the cost of furnishing replacement material shall be included in the work item
requiring rock removal with no additional payment allowed.
4.1
PAY ITEMS
A.
For all work specified in this Section, Payment shall be made in accordance with the list of pay
items established or as otherwise defined in the Contract Documents. The description of a pay
item in the proposal Section may vary from the descriptions stated in this Section.
END OF SECTION 02300
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SECTION 02630 - STORM DRAINAGE
PART I - GENERAL
1.1 Related Documents
A. Drawings and general provisions of the contract, including general and supplementary
conditions and division I specification sections, apply to this section.
I. Division 2 Section 020S0 " Trenching and Backfills"
2. Division 2 Section 02300 "Earthwork"
1.2 Summary
A. This section includes gravity-flow, non-pressure storm drainage within the project area,
with the following components:
1. Storm sewers
2. Junction Boxes
3. Culverts
4. Crossing boxes
5. Catch Basin
6. Inlet and Outlets
7. Pipe end treatments
1.3 Definitions
A. PVC: Polyvinyl Chloride Plastic.
B. RCP: Reinforced Concrete Pipe.
C. CMP: Corrugated Metal Pipe.
D. CPP: Corrugated Polyethylene Pipe
1.4 Performance Requirements
A. Where standards such as ASTM, A WWA, FOOT, etc., are referenced, such references
shall be the latest edition.
B. All work will be completed in accordance with the Jurisdictional Authority and
Southwest Florida Water Management District Development Regulations.
1.5 Submittals
A. Cut sheets shall be prepared prior to construction for each pipe run by the responsible
entity staking out the pipeline. The cut sheet shall be prepared based on pipe installation
using laser equipment. Four copies of the cut sheets will be submitted to the Engineer for
review. After review two copies of the cut sheets will be provided to the Contractor.
1.6 Delivery, Storage and Handling
A. Protect pipe, pipefitting and seals from dirt and damage.
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B. Handle prefabricated Junction Boxes, catch basins and storm water inlets according to
manufacturer's written instructions.
1. 7 Project Conditions
A. The project will commence onsite and terminate in an offsite drainage system approved
by the Southwest Florida Water Management District.
B. Do not interrupt existing storm drain service to facilities unless permitted by the Engineer
and then only after arranging to provide approved temporary drainage services channel
and appurtenances.
PART 2 - PRODUCTS
2.1 Manufacturers (Not Used)
2.2 Corrugated Aluminum Alloy Culverts (Not Used)
2.3 Corrugated Steel Pipe and Pipe Arches (Not Used)
2.4 Reinforced Concrete Pipe
A. Reinforced concrete pipe shall conform to Section 941, FDOTSPEC. Lift holes will not
be permitted in any reinforced concrete pipe. Storm Drainage. Contractor shall only use
pipe joint lubricates supplied or recommended by pipe manufacture. Joints for round
reinforced concrete pipe shall be made by "O-Rings", meeting the requirements of
FDOTSPEC Sections 430-7.
B. Round reinforced concrete pipe, unless otherwise specified shall meet the requirements of
ASTM C 76, Standard specification for reinforced concrete pipe. Class III, wall
thickness B. Elliptical reinforced concrete pipe shall meet the requirements of ASTM C
507, as required in Section 941-1.3 FDOTSPEC.
C. Reinforced concrete arch pipe shall meet the requirements of ASTM C506, except as
specified in FDOTSPEC Section 941-1.3.
D. Field joints for elliptical and arch pipe shall be made with a preformed plastic gasket
material meeting the requirements ofFDOTSPEC Section 942-2. Material shall be "Ram
Nek", manufactured by K.T. Snyder Co. or approved equal.
2.5 Corrugated Polyethylene Pipe (Not Used)
2.6 Mortar, Concrete Block and Reinforcing Bars
A. Mortar used for plastering junction boxes, catch basins, drop inlets and junction boxes
shall meet the requirements of ASTM C270. Contractor shall either Portland Cement-
Hydrated lime mixture or a Portland Cement mixture with masonry cement added to
improve workability. A single mixture shall be used throughout the project. Mortar
material shall be as follows:
1. One (1) part Type 1 Portland Cement - ASTM C 150
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2. Three (3) parts Sand - ASTM C144
3. Addition of masonry cement, ASTM C91 to improve workability
B. Concrete block used in construction of drainage appurtenances shall be Portland cement
meeting the requirements of ASTM C 55 Grade P II and Section 02751.
2.7 PVC Pressure Pipe and Fittings (Not Used)
2.8 Drains (Not Used)
2.9 Junctions Boxes
A. Standard precast concrete junction boxes shall be manufactured in accordance with
ASTM C478 and the project drawings.
I. Joint Sealant: ASTM C990 Bitumen or Butyl rubber.
2. Grade Rings: Reinforced concrete rings, 6 -9 inches total thickness, to match
diameter of manhole frame and cover.
3. Junction Box Frames and Covers: Ferrous; include indented top design with lettering
cast into cover, using wording equivalent to "STORM SEWER".
B. Cast-In-Place Junction Boxes: Construct of reinforced concrete bottom, walls and top as
indicated on the Plans.
1. Ballast: Increase thickness of concrete, as required to prevent flotation.
2. Resilient Pipe Connectors: ASTM C923, cast or fitted into manhole walls, for each
pipe connection.
3. Steps: ASTM A 615/A 615M, deformed, No.4 steel reinforcing rods encased in a
STM 0 410 I, PP wide enough to allow worker to place both feet on 1 step and
designed to prevent lateral slippage off of step. Cast or anchor steps into sidewalls at
12 to 16 inch intervals.
4. Grade Rings: Reinforced concrete rings, 6 to 9 inches total thickness, to match
diameter of manhole frame and cover.
2.10 Metal Castings
A. Casting shall meet the requirements of ASTM A 48 for Class 30 grey iron. Casting shall
be free of blowholes and porosity, well cleaned, with fine and sharp edges-ground
smooth. All frames and covers or grates shall be machined to prevent rocking. Frames
or covers, as determined by tests, before and after installation, will be sufficiently cause
for rejection of the frame and cover. All covers shall have concealed non-penetrating
pick holes and have the name "Storm Sewer" cast in them.
2.11 Concrete
A. Work specified in this article shall consist of finishing all concrete, reinforcing steel, ties,
forms, labor, material and placing of all embedded pipe sleeves, fixtures, anchors, etc.
necessary to complete the work shown on the project plans and specified herein in
accordance with the Southern Building Code and the American Concrete Institute
Building Code requirements for reinforced concrete (ACI 318).
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B. Admixtures for air-entrainment in concrete are permitted unless admixtures give
abnormal field results as evident by erratic or excessive air contents.
C. All bars shall be deformed reinforcing steel meeting the requirements of Section 02751.
C. Polymer-Concrete, Channel Drainage Systems (Not Used)
2.12 Plastic, Channel Drainage Systems (Not Used)
2.13 Catch Basins
A. Precast Concrete Catch Basins: ASTM C 487, Precast, Reinforced Concrete, of depth
indicated, with provision for sealant joints.
I. Joint Sealant: ASTM C 990, Bitumen or Butyl rubber.
2. Grade Rings: Include 2 or 3 reinforced-concrete rings, of 6 to 9 inch total thickness,
that match diameter frame and grate.
3. Steps: Fiberglass reinforced plastic ladder, or ASTM A 615/A 6l5M, deformed. Y,
inch steel reinforcing rods encased in ASTM 0 410 I, PP wide enough to allow
worker to place both feet on I step and designed to prevent lateral slippage off of
step. Omit steps if total depth from floor of catch basin to finished grade is less than
60 inches.
4. Pipe Connectors: ASTM C 923, resilient, of size required, for each pipe connecting
to base section.
B. Cast-in-place concrete catch basins: Construct of reinforced concrete; of depth, shape,
dimensions and appurtenances indicated.
1. Bottom, Walls and Top reinforced concrete as indicated.
2. Channels and Benches: Concrete.
3. Steps: As indicated above.
C. Frames and Grates: ASTM A 536, Grade 60-40-18, ductile iron designed for A-16,
structural loading. Include flat grate with small square or short-slotted drainage
openings.
1. Size: As indicated, unless otherwise indicated.
2. Grate Free Area: Approximately 50 percent, unless otherwise indicated.
2.14 Storm Water Inlets
A. Curb Inlets: Made with vertical curb opening, of materials and dimensions as indicated
on the project drawings.
B. Gutter Inlets: Made with horizontal gutter opening, of materials and dimensions
including heavy duty frames and grates as indicated on the project drawings.
C. Combination Inlets: Made with vertical curb and horizontal gutter openings, of materials
and dimensions, including heavy-duty frames and grates as indicated on the project
drawings.
D. Frames and Grates: Heavy-duty frames and grates according to utility standards.
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2.15 Crossing (Conflict) Boxes
A. Crossing boxes shall be constructed at the locations and depth indicated on the project
drawings. Crossing boxes shall have invert with at least one (1) foot clearance between
conflicting pipes and bottom of structure as shown on the drawings. Boxes may be
constructed of mortared concrete block or cast in place concrete with top surfaces
plastered.
2.16 Pipe Outlets
A. Head Walls: Cast-in-place reinforced concrete, with apron and tapered sides as indicated
on the Plans.
B. Riprap Basins: Constructed as indicated on the project drawing using sand-cement riprap
specified in FDOTSPEC Section 530.
2.17 Dry Wells (Not Used)
2.18 Storm Water Disposal Systems (Not Used)
2.19 Miscellaneous Materials (Not Used)
PART 3 - EXECUTION
3.1 Earthwork
A. Excavation is specified in Division 2, Section 2300 "Earthwork".
B. Trenching and Backfill are specified in Section 20S0 " Trenching and Backfills"
3.2 Piping Installation
A. Corrugated metal pipe shall be installed in accordance with the Handbook for Steel
Drainage and Highway Construction Products, published by the American Iron and Steel
Institute.
B. Concrete pipe shall be installed in accordance with the Concrete Pipe Installation
Manual, published by the American Concrete Pipe Association. Lying of pipe in finished
trenches shall be commenced at the lowest point, and shall progress up-grade. All pipe
shall be carefully laid, true to the lines and grades given, with hubs upgrade and tongue
end fully entered into the hub. When pipe with quadrant reinforcement, or circular pipe
with elliptical reinforcement is used, pipe shall be installed in a position such that
manufacturer's marks designating "top" and "bottom" ofthe pipe shall not be more than
five degrees from the vertical plane through the longitudinal axis of the pipe. Any pipe
that is not in true alignment or which shows any settlement after laying shall be taken up
and re-laid without additional compensation. Pipe and joints shall be kept clean at all
times.
3.3 Sand Cement Riprap
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A. Where the Plans and specifications call for sand cement bag construction bags shall be
made of burlap. Paper bags will not be permitted.
3.4 Pipe End Treatment
A. Where stone drains connect to a lake, location of the headwall or end section shown on
the Plans shall be adjusted to fit the slope of the lake bank. Length of pipe at each end
treatment shall be adjusted accordingly, and the quantity of pipe paid for shall be the
actual length installed. Headwall shall be constructed so top of the headwall will
intersect the designed location and slope of the lake bank.
B. Ifmitered ends are called for on the plans, mitered end section shall be constructed so
that the top of the pipe end will match and intersect the designed slope of the lake bank,
and the concrete collar slope shall conform to the mitered end detail.
C. Storm drainage Contractor and lake excavation contractor shall coordinate the location
and installation of the headwall or mitered end section to be constructed at the lake bank.
All "field adjustments" to end treatment location or elevation shall be approved by the
Engineer prior to construction.
3.5 Joining Elliptical and Arch Concrete Pipe.
A. Joint Design - Pipe manufacturer shall furnish the Engineer with details in regard to
configuration of the joint and the amount of gasket material required to affect a
satisfactory seal. Joint surfaces, which are to be in contact with the gasket material, shall
not be brushed or wiped with cement slurry. Minor voids may be filled with cement
slurry provided that all excess cement slurry is removed from the joint surface at the
point of manufacture.
B. Primer - Prior to application of gasket material, a primer of the type recommended by the
manufacturer of the gasket material shall be applied to all joint surfaces which are to be
in contact with the gasket material. The surface to be primed shall be thoroughly cleaned
and dry when primer is applied.
C. Application of Gasket - Prior to placing a section of pipe in the trench, gasket material
shall be applied to form a continuous gasket around the entire circumference of the
leading edge of the tongue. The paper wrapper on the exterior surface of the gasket
materials shall be left in place until immediately prior to joining of sections. The gasket
material shall be checked to assure it is bonded to the joint surface, immediately prior to
placing ajoint in the trench. Plastic gasket material shall be applied only to surfaces that
are dry. A hand-heating device shall be kept at the job site to dry joint surfaces
immediately before application ofthe plastic gasket material. When the atmospheric
temperature is below 60EF, plastic joint seal gaskets shall either be stored in an area
warmed to above 70EF, or artificially warmed to this temperature in a manner
satisfactory to the Engineer.
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D. Installation of Elliptical and arch Concrete Pipe - Handling of a section of pipe after the
gasket material has been affixed shall be carefully controlled to avoid displacement of
gaskets or contamination of gasket material with dirt or other foreign material. Any
gasket displaced or contaminated in handling of the pipe shall be removed and
repositioned or replaced as directed. Pipe shall be installed in a dry trench. The bottom
ofthe trench shall be carefully shaped so as to minimize the need for realigrunent of
sections of pipe after they are placed in the trench. Care shall be taken to properly align
each section of pipe to the gaskets coming into contact. Realignment of a joint after the
gaskets come into contact tends to reduce the effectiveness of the seal and shall be held
to a minimum. When pipes are joined, the entire joint shall be filled with gasket material
and there shall be evidence of squeeze-out of gasket material for the entire internal and
external circumference of the joint. Excess material on the interior of the pipe shall be
trimmed to provide a smooth interior surface. After the pipe is in its final position, joint
shall be carefully examined to determine the gasket material is satisfactorily adhering to
all surfaces of the joint and the entire joint is filled with gasket material. Ifajoint is
defective, the leading section of pipe shall be removed and the joint resealed.
E. In addition to the required gasketed joint, a filter fabric jacket shall be included. The
filter fabric jacket shall conform to FOOT Miscellaneous Drainage Detail Index No. 280
Sheet 1.
3.6 Placing of Concrete for Structures.
A. Concrete shall be deposited in clean wet form as nearly as practicable in its final position
to avoid segregation. Concrete placing shall be carried on at such a rate that the concrete
is, at all times, plastic and flows readily into the spaces between the bars. Concreting
shall be a continuous operation until the panel or section is completed. Beams and slabs
shall be poured monolithically unless shown otherwise on the Plans. All structural
concrete shall be mechanically vibrated.
B. No concrete shall be allowed a free fall of more than 4 feet or allowed to strike
against a vertical or inclined surface or reinforcement above point of deposit.
Placing by means of pumping may be allowed, contingent upon the adequacy of
the equipment for this particular work. The operation of the pump shall be such
that a continuous stream of concrete without air pockets is produced.
C. Placing of concrete shall be so regulated the pressure caused by wet concrete shall not
exceed that used in the design of the forms. After the concrete has taken its initial set,
care shall be exercised to avoid jarring the forms or placing any strain on the ends of
projecting reinforcement.
D. Joints between the junction box and manhole walls and incoming and out-going pipes
shall be sealed with Portland Cement Mortar to form a watertight joint. All pipes in
junction boxes or catch basins shall be sawed off flush with the inside face of the
structure and sawed ends of these pipes shall be grouted with Portland Cement Mortar to
a smooth uniform covering with no steel exposed.
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3.7 Cleaning and Flushing.
A. Prior to other tests, storm sewer lines shall be cleaned and flushed with a sewer cleaning
ball or high velocity jet.
3.8 Infiltration Tests
A. After completion, storm sewers shall be tested for accuracy in alignment and gradient as
herein specified. Gravity sewers will also be tested or gauged to determine the amount
infiltration into, or exfiltration out of, the sewers, with a maximum limit of two hundred
(200) gallons per inch of diameter, per day, per mile of pipe.
3.10 Final Inspection of Storm Water System
A. Each sewer, upon completion, or at such time as the Engineer direct, is to be cleaned,
tested and inspected. All repairs or alterations shown necessary by these tests shall be
made; all broken or cracked pipe removed; aU excessive infiltration or exfiltration
corrected; all deposits in pipe and junction boxes removed; and the sewer left clean, true
to line and grade and ready for use. Each section of pipe from manhole to manhole is to
show a full circle of light from either end. Each manhole shall be to the specified form
and size, to the proper depth and watertight.
3.9 Adjusting Existing Structures
A. Existing junction boxes, catch basins, inlets, crossing boxes, monument boxes, etc.,
within the limits of the proposed work, that do not conform to the finished grade of the
proposed pavement, or to the finished grade designated on the plans for such structures,
shall be cut down or extended, and made to conform to the grade of the new pavement, or
to the designated grade of the structure if outside of the proposed pavement area. The
materials and construction methods for this work shall conform to the requirements
specified above. Where junctions boxes are to be raised, the adjustment may, at the
Contractor's option, be made by the use of adjustable extension rings ofthe type, which
do not require the removal of the existing manhole frame. The extension device shall
provide positive locking action and shall permit adjustment in height as well as diameter.
The particular type of device used shall meet the approval of the Engineer.
B. Existing surfaces or property improvements damaged during the construction of work
specified in this Section shall be repaired.
PART 4-METHOD OF MEASUREMENT AND PAYMENT
4.1.1 Measurement
A. The quantities of storm sewer and pipe culvert to be paid for under this Section shall be
the lengths of the various types and sizes of pipe satisfactorily completed according to
the Contract Documents. The pay quantity shall be in linear feet measured along the
centerline of the pipe with no deductions for junction boxes, inlets, crossing boxes, or
catch basins.
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B. For pipe other than the main line where the pipe connects to ajunction box, inlet,
crossing box, or catch basin, the measurement of the pipe shall extend to the center of
the applicable structure.
C. Where a pipe terminates with a mitered end section, the measurement of the pipe shall
be in accordance with Index No. 272 or 273 of the FDOT INDEX BOOK.
D. Where a pipe terminates with a headwall, end wall, or other end treatment except the
above mentioned mitered end, the measurement of the pipe shall extend to the end of
the pipe. This method also applies where pipe connects to a control structure, weir, or
cast in place structures.
E. The quantities for junctions boxes, inlets, crossing boxes, and mitered end sections paid
for under this Section shall be the number of the various types and sizes satisfactorily
completed according to the Contract Documents.
F. Where the pay item description for a manhole (as defined in the proposal section of the
Contract Documents) specifies a depth; the depth shall be measured from the top of the
frame and cover to the invert elevation as shown on the plans.
G. The quantities for headwalls, endwalls, control structures, weirs, or other similar
structures shall be either by the volume of concrete or the number of the various types
and sizes of structures satisfactorily completed. The method used will be defined in the
proposal section of the Contract documents. rfthe volume method is used, the quantity
shall be in cubic yards based on the volume of concrete as calculated in the plan details.
H. The quantities of existing structure adjustment to be paid for under this Section shall be
the number of existing junction boxes, inlets, crossing boxes or other similar structure
satisfactorily adjusted, unless otherwise specified.
4.2 Basis of Payment
A. The quantities, determined by the methods described above, shall be paid for at the
contract unit prices established for each pay item. Such payment shall constitute full
compensation for all work specified in this Section including all labor, materials,
equipment, and other incidental costs required to construct the work defined in this
Section.
B. Unless otherwise specified in the Contract Documents, restoration work shall not be
paid for separately. The cost of any such restoration work shall be included in the
various work items that necessitate the restoration.
C. The cost of rock excavation including blasting shall be included in the contract unit
price for pipe or structure unless rock excavation is specifically established as a
separate pay item in the Contract documents. When rock excavation is paid for
separately, payment shall be made at the contract unit price in accordance with
02300 "Earthwork".
D. Where headwalls, control structures, and other cast in place structures are paid by
the cubic yard of concrete required, the contract unit price for concrete shall include
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the cost of reinforcing steel unless reinforcing steel is established as a separate pay
item to be paid by the pound.
END OF SECTION 02630
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1.1
1.2
1.3
A.
B.
C.
D.
E.
SECTION 02741 ASPHALT PAVEMENTS
PART 1- GENERAL
RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions, apply to this Section.
SUMMARY
A.
This Section includes the following:
1. Hot-mix asphalt paving.
2. Hot-mix asphalt patching.
3. Limerock Base
4. Limerock Stabilized Base
5. Prime and Tack Coats
6. Subgrade Preparation
B. Related Sections include the following:
I. Division 2 Section 02300 "Earthwork"
DEFINITIONS
Hot-Mix Asphalt Paving Terminology: Refer to ASTM 0 8 for definitions of terms.
FDOTSPEC: Florida Department of Transportation Standard Specification for Roads and
Bridges.
ASTM: American Society of Testing and Materials
AASHO: American Association of State highway Officials
MUTCD: Manual on Uniform Traffic Control Devices, U.S. Department of Transportation,
Federal Highway Administration
1.4 SYSTEM DESCRIPTION
A. The work covered by this specification included:
1. Preparation of Sub grade and Subgrade stabilization to receive Base Courses, or Asphalt
or Concrete Paving
2. Importation and placement of Base Courses to receive Asphalt Paving.
3. Placement of Asphalt or Concrete Paving
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1.5 SUBMITTALS
A. Asphalt Concrete Mix design and aggregate gradations.
B. Limerock Base source and gradation Test report
C. CONTRACTOR shall submit documentation from the sign suppliers, which identifies the
reflector grade of each sign. All materials shall meet the requirements of FDOTSPEC
1.6 QUALITY ASSURANCE
A. Prior to award of the Contract, CONTRACTOR shall submit proof from a State Certified
Testing Laboratory that the materials and mixes meet FDOTSPEC. ENGINEER may require
additional tests from time to time and CONTRACTOR shall furnish said tests. Costs of said
tests shall be incidental to construction and borne by the CONTRACTOR.
B. Regulatory Requirements: Comply with Standard Specifications for Roads and Bridges of The
Florida Department of transportation.
C. Review condition of subgrade and preparatory work.
1.7 DELIVERY, STORAGE, AND HANDLING
1.8 PROJECT CONDITIONS
A. Enviromnental Limitations: Do not apply asphalt materials if subgrade is wet or excessively
damp or if the following conditions are not met:
1. Prime and Tack Coats: Minimum surface temperature of 60 Degrees F.
2. Slurry Coat: Comply with weather limitations of ASTM D 3910.
B. Pavement-Marking Paint: Proceed with pavement marking only on clean, dry surfaces and at a
minimum ambient or surface temperature of 40 degrees F.; and for oil-based materials, 50
degrees F. for water-based materials, and not exceeding 95 degrees.
PART 2 - PRODUCTS
2.1
ASPHALTIC CONCRETE MA TERIALS
A.
Asphalt Base Courses shall meet the requirements of FDOTSPEC Section 280, except as
modified.
B.
Prime and Tack Coats shall meet the requirements of FDOTSPEC Section 300, except as
modified.
C.
Type S Asphaltic Concrete shall meet the requirements of FDOTSPEC, Section 331, except as
modified.
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D. Type II Asphaltic Concrete shall meet the requirements of FDOTSPEC Section 332, except as
modified.
E. Type III asphaltic concrete shall meet the requirements of FDOTSPEC Section 333, except as
modified.
2.2 ASPHALTIC CONCRETE FRICTION COURSES
A. Asphaltic Concrete Friction Courses shall meet the requirements of FDOTPSEC Section 337,
except as modified.
2.3 LIMEROCK BASE MATERIALS
A. Material for limerock base shall meet the requirements of Section 911 ofFDOTSPEC.
B. CONTRACTOR shall pay for and furnish samples of materials to the approved testing
laboratory for physical and chemical analysis, together with optimum moisture and density
relationships of the base material. Test reports and samples shall be required of every limerock
supplier furnishing material for the work. The source or sources of materials proposed for use
shall be designated and shall not change without written consent of the ENGINEER. During the
course of construction, ENGINEER may require additional tests if any visible variation occurs.
C. Limerock shall be obtained from pits from which all overburden has been removed, prior to
blasting. It shall show no tendency to air slake or undergo chemical change under exposure to
weather, Limerock-Miami (or Ocala) formations shall be tested to meet the following
requirements:
LlMEROCK
BASE
GRADE #1
LlMEROCK
STABILIZED BASE
GRADE #2
Minimum Limerock Bearing Ratio (LBR)
Minimum Carbonates (Calcium and
Magnesium)
Maximum Liquid Limit
Maximum Plasticity Index
Maximum Percent passing 270 sieve
40
40
70
35
Non-plastic
3
70
35
10/less
3
D. Grade # I Limerock as placed shall be well graded, crushed material from either Miami or Ocala
formations with at least 97 percent (by weight) of the material passing a 3-I/2 inch sieve and
shall be graded uniformly down to dust with the fines consisting entirely of dust of fracture.
E. Grade #2 Limerock will conform to the above except that 97 percent shall pass a 1-1/2 inch
sieve.
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2.4 SUBGRADE STABILATION MATERlALS
A. General: Materials to be used for stabilizing shall be commercial limerock, limerock
overburden, and crushed or local shell meeting the requirements of Section 914 ofFDOTSPEC.
B. Limerock and Limerock Overburden: For limerock and limerock overburden, the percentage of
carbonates of calcium and magnesium shall be at least 70 percent and the plasticity index shall
not exceed 10 percent. The gradation of both commercial limerock and limerock overburden
shall be such that at least 95 percent (by weight) ofthe material will pass a 3-1/2 -inch sieve and
not less than 10 percent (by weight) of the material will pass a No. 200 sieve and the material
shall be graded uniformly down to dust.
C. Crushed Shell: Crushed shell shall be mollusk shell (Le., oysters, mussels, clams, cemented
coquina, etc.). Steamed shell will not be permitted. Shell shall meet the following requirements:
1. At least 95 percent (by weight) of the material shall pass a 3-1/2 inch sieve and at least 50
percent (by weight) of the total material shall be retained on the No.4 sieve.
2. Not more than 15 percent (by weight) of the total material shall pass the No. 200 sieve
by washing.
3. In the event shell meets the above requirements without crushing, crushing will not be
required.
D. Local Shell: Local shell shall consist of a naturally occurring deposit which is essentially broken
mollusk shell. The gradation of the shell shall be such that at least 95 percent (by weight) ofthe
material will pass a 3-1/2 inch sieve and not more than 20 percent (by weight) of the material
will pass a No. 200 sieve by washing. The portion of material passing the No. 40 sieve shall
have a liquid limit not greater than 30 percent and a plasticity index not greater than 10 percent.
2.5 PRIME COAT MATERIALS
A. Material used for prime coats shall meet the requirements of FDOTSPEC 300.
CONTRACTOR may select any of the specified bituminous materials for use, unless the Plans
or Specifications indicate use of a specific material. Types and grades of bituminous material
other than those specified above may be allowed if it can be shown the alternate material will
properly perform the function of prime coat material.
B. COVER MATERIAL FOR PRIME COAT
1. If emulsified asphalt is used for prime coats, the cover material shall consist of a
sand-bituminous hot mix or screenings. Sand-bituminous hot mix shall contain from 2 to
4 percent Asphalt-Cement, viscosity Grade AC-20, and fine aggregate consisting of a
clean sand or screenings. Sand shall contain no more than 10 percent (by weight) of
material passing the No. 200 sieve. The gradation of screenings used along shall be such
that 100 percent will pass the 3/S-inch sieve and not more than 10 percent will pass the
No. 200 sieve.
2. If material other than emulsified asphalt is used for the prime coat, cover material shall
be either sand (bare or hot-asphalt coated) or screenings, at the CONTRACTOR'S option.
Sand shall be non-plastic and free from any appreciable amount of silt, clay balls and root
particles, and from any noticeable sticks, trash, vegetation or other organic matter.
Screenings shall be Miami Oolitic rock screenings.
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2.6
TACK COAT
A.
Unless a specific type or grade of material is called for on the Plans or Specifications, material
used for tack coat shall meet the requirements ofFDOTSPEC 300.
2.7
AUXILIARY MATERIALS
A.
Herbicide: Commercial chemical for weed control, registered by the EP A. Provide in granular,
liquid, or wettable powder form.
B.
Joint Sealant shall meet the requirement s of FOOT Section 932.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that subgrade is dry and in suitable condition to support paving and imposed loads if
subgrade stabilization is not required.
B. When stabilized Subgrade is used, The subgrade soils shall be moisture adjusted to allow proper
mixing of the stabilization materials and bladed to an appropriate grade
3.2 CONSTRUCTION OF STABILIZED SUBGRADE
A. Stabilized sub grade shall be constructed of roadbed soil and subgrade stabilization materials
in conformance with the lines, grades, and cross-section shown on the Plans. Prior to beginning
of stabilizing operations, the area to be stabilized shall have been completed to the lines shown
on the Plans and to a grade parallel to finished elevation of the stabilized subgrade. Before sta-
bilizing material is added, the elevation of the roadbed shall be such that subgrade shall con-
form to requirements of the typical cross-section when the work is completed.
B. Stabilized Subgrade Minimum Bearing Value - Completed stabilized subgrade shall have
minimum limerock bearing ratio value of 40 (LBR40) unless otherwise stated on the Plans or
amended in the Specifications.
C. Incorporation of Stabilizing Material and Mix-in
1. Spreading and Mixing: Stabilizing material shall be placed on areas to be stabilized, and
spread uniformly. Stabilizing material shall be thoroughly mixed with the soil with rotary
tillers or other approved equipment, which is capable of achieving a satisfactory blend.
Mixing shall be done as soon as practical, but not later than one week after stabilizing
material is placed on the road bed. The area to be stabilized shall be thoroughly mixed
throughout the entire depth and width of the stabilized subgrade.
2. Maximum Particle Size of Mixed Materials: At the completion of mixing, all particles of
materials within the limits of the stabilized subbase shall pass a 3-1/2 inch ring. Any
particles not meeting this requirement shall be removed or shall be broken down to meet
this requirement.
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3. Planting Mixing: Mixing of the soil may be accomplished by the central plant-mix
method in lieu of mixing in place, provided that a uniform mixture containing the proper
amount of water is achieved.
4. Depth of Mixing Stabilizing Materials: Stabilizing material shall be mixed to the nominal
depth of Stabilized Subgrade shown on the Plans. The following tolerances over or under
the specified depth will be allowed:
Plan Depth Tolerance
8" or less III
Over 8" 2"
In the event the measured depth of mixing is less than the minimum specified above,
Contractor shall remix the stabilized subgrade until stabilizing material is distributed
throughout the subgrade course to the required depth. ENGINEER may waive the above
requirements for remixing or addition of stabilizing material and remixing for Stabilized
Subgrade which serves solely as a working platform for concrete paving equipment, if the
subgrade as originally mixed is firm and substantially unyielding.
5. Compacting
a. After mixing operations have been completed and requirements for uniformity,
mixing depth and maximum particle size have been satisfied, subbase shall be
shaped and compacted. Minimum density acceptable at any location within the
entire limits of width and depth of the sub-base will be 98 percent of the maximum
density as determined by AASHTO T-180.
b. In the event Contractor elects to shape and compact the subgrade that will be
underlying curb and gutter separate from the rest of the subgrade, additional
density testing along those curb and gutter lines will be required at a minimum
frequency of I test per 500 lineal feet.
c. Engineer may waive the above density requirement for Stabilized Subgrade which
serves solely as a working platform for concrete paving equipment, if the subgrade
as compacted is firm, substantially unyielding, and no areas of excessive moisture
are evident.
6. Finish Grading
a. Completed stabilized subgrade shall be shaped to conform to finished lines, grades
and cross-sections indicated on the Plans. Subgrade shall be checked by the use of
elevation stakes, or other means approved by the Engineer.
7. Requirements for Condition of Stabilized Subgrade
a. After stabilizing and compacting operations have been completed, subgrade shall
be firm and substantially unyielding to the extent it will support construction
equipment. All soft and yielding material, and any other portions of the subgrade
which will not compact readily, shall be removed and replaced with suitable
material and the whole subgrade brought to line and grade, with proper allowance
for subsequent compaction.
8. Maintenance of completed Stabilized Subgrade
a. After stabilized sub grade has been completed as specified, Contractor shall
maintain it free from ruts, depressions and any damage resulting from the hauling
or handling of materials, equipment, tools, etc.
9. Preparation of Unstabilized Subgradc
a. Embankment Subgrade Soil: If the subgrade consists of embankment soil,
Contractor before undertaking this work, shall shape and compact the subgrade to
conform to the grade lines and cross-sections required for the completed work.
Unless otherwise shown on the Plans, subgrade limits shall extend through the
pavement area to one foot beyond the curb line or 6 feet beyond pavement edge
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where curbs are not employed. Unless otherwise shown on the plans, subgrade
thickness shall be 12 inches.
b. Undisturbed Subgrade Soil: In-place soil under Group Classification A-4 through
A-7, according to AASHTO's Soil Classification System, shall be removed and
replaced unless ENGINEER directs it remain in place. Any replacement soil must
be acceptable to the ENGINEER.
3.3 CONSTRUCTION OF LIMEROCK BASE
A. Limerock (also referred to as "rock") base shall be constructed on the prepared subgrade in
accordance with the Specifications and with lines, grades, and cross-sections shown on the
Plans. Construction shall meet requirements of FDOTSPEC Section 200, Limerock Base.
B. Transporting Limerock: Limerock shall be transported to the point where it is to be used, over
base rock previously placed if practical, and dumped on the end of the preceding spread.
Hauling over the subgrade and dumping on the sub grade will be permitted when, in the
ENGINEER'S opinion, these operations will not be detrimental to the subgrade or base.
C. Spreading Limerock Base
1. Method of Spreading: Limerock shall be spread uniformly. All segregated areas of fine
or coarse rock shaH be removed and replaced with properly graded rock.
2. Number of Courses: When the specified compacted thickness of the base is greater than
6 inches; base shall be constructed in two courses. The thickness of the first course shall
be approximately one-half the total thickness of the finished base, or enough additional to
bear the weight of the construction equipment without disturbing the subgrade.
D. Compacting and Finishing Base Course
1. Single-Course Base: For single-course base, after the spreading is completed, the entire
surface shall be scarified, and then shaped so as to produce the required grade and
cross-section after compaction.
2. Double-Course Base: For double-course base, the first course shall be cleaned of foreign
material, bladed and brought to a surface cross-section approximately parallel to that of
the finished base. Prior to the spreading of any material for the upper course, density tests
for the lower course shall be made and Engineer will determine that required compaction
has been obtained. After spreading of the material for the second course is completed, its
surface shall be finished and shaped so as to produce the required grade and cross-section
after compaction, free of scabs and laminations.
3. Moisture Content
a. When material does not have proper moisture content to insure satisfactory
compaction, wetting or drying will be required. When water is added, it shall be
uniformly mixed by disking to the full depth of the course being compacted.
Wetting or drying operations shall involve manipulation, as a unit, of the entire
width and depth of the course that is being compacted.
4. Density Requirements: As soon as proper conditions of moisture contents are attained,
material shall be compacted to a relative compaction of not less than 98 percent of
maximum density as determined by AASHTO T 180. Minimum relative compaction
which will be acceptable at any location outside the traveled roadway (such as
crossovers) shall be 95 percent of such maximum.
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E. Testing Frequency: At least three density determinations shall be made on each day's final
compaction operation on each course, and a frequency of one test per 1000 square yards or
fraction thereof of surface roadway with a minimum of three tests on each course or roadway
section requiring a break in the rolling pattern. The Engineer may deem additional tests or
greater frequency necessary.
F. Checking: Prior to application of any bituminous materials, base shall be checked for grade,
cross-section and thickness. Where excessive deviations occur, scarifYing, adding additional
materials, blading, rolling and re-bonding shall rework base until such unsatisfactory condition
is corrected. In general, deficiency in thickness shall be interpreted as anything in excess of 1/4
inch for the entire work or of 1/2 inch in isolated or limited areas. Deviations from straight edge
laid parallel with the centerline, or from cross-section template, shall not be more than 1/16 inch
per foot from point to point of contact. Deviations from grade shall not exceed .OS (five one
hundredths) foot and in no case shall such deviation vary from one extreme to the other within
less than 100 feet from low to high.
3.4 PRIMING
A. Prime coat shall be applied only when the base meets specified density requirements and the
moisture content in the top half of the base does not exceed 90 percent of the optimum moisture
of the base material. At time of priming, base shall be firm, unyielding and in such condition
that no undo distortion will occur.
3.5 MAINTAINING
A. Contractor shall assure the true crown and template are maintained, with no rutting or other
distortions, and the base meets all requirements at the time the surface course is applied.
3.6 CLEANING BASE SURFACE AND PROTECTION OF ADJACENT WORK
A. Before any bituminous material is applied, all loose material, dust, dirt, cakes clay and other
foreign material that might prevent proper bonding with the existing surface, shall be removed
for the full width of the application. Particular care shall be taken in cleaning the outer edges of
the strip to be treated to insure the prime or tack coat will adhere.
B. When the prime or tack coat is applied adjacent to curb and gutter, valley gutter or any other
concrete surfaces, such concrete surfaces (except where they are to be covered with a
bituminous wearing course) shall be covered with heavy paper or otherwise protected as
approved by Engineer. Any bituminous material deposited on such concrete surfaces shall be
removed.
3.7 WEATHER LIMITATION
A. Prime and tack coats shall be applied when the air temperature, in the shade, is above 40degrees
F, and when all other weather conditions and the condition of the surface are suitable.
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3.S APPLICATION OF PRIME COAT
A. Rate of Application for Limerock, Limerock Stabilized, and Local Rock Bases
1. For these bases, rate of application shall be not less than 0.10 gallon per square yard,
unless the ENGINEER directs a lower rate.
B. Sprinkling: If so required by ENGINEER, base shall be lightly sprinkled with water and rolled
with a traffic roller in advance of the application of the prime.
C. Partial Width of Application: If warranted by traffic conditions, ENGINEER may request that
the application be made on only one-half the width of the base at one time, in which case
positive means shall be used to secure the correct amount of bituminous material at the joint.
3.9 APPLlCA TION OF TACK COAT
A. General
1. Where a bituminous surface is to be laid and a tack coat is required, tack coat shall be
applied as specified herein below.
2. In general, a tack coat will not be required on primed bases except in areas that have
become excessively dirty and cannot be cleaned, or in areas where the prime has cured to
the extent that it has lost all bonding effect. Generally, a tack coat will be required on hot
bituminous base courses before placing the surface course.
B. Method of Application
1. Tack coat shall be applied with a pressure distributor except that, on small jobs, if
approved by Engineer, application may be by other mechanical devices or by hand
methods. The bituminous material shall be heated to a suitable temperature as designated
by the Engineer and shall be applied in a thin, uniform layer.
C. Rate of Application: Rate of application shall be between 0.02 and O.OS gallon per square yard.
For tack coat applied on concrete pavement, which is to be surfaced, the rate of application may
exceed the upper limit, if directed by Engineer.
D. Curing and time of Application: Tack coat shall be applied sufficiently in advance of the laying
of the bituminous mix to permit drying, but shall not be applied so far in advance that it might
lose its adhesiveness as a result of being covered with dust or other foreign material.
E. Protection: Tack coat surface shall be kept free from traffic.
3.10 ASPHALT PLANT
A. The plant and methods of operation for preparing all plant-mixed hot bituminous mixtures for
base and surface courses shall meet the requirements ofFDOTSPEC Section 320.
3.11 CONSTRUCTION EQUIPMENT
A. The equipment to be used in the construction of the asphalt pavements and bases shall meet the
requirements of FDOTSPEC Section 320.
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3.12 GENERAL ASPHALT P A VMENT CONSTRUCTION REQUIREMENTS
A. The general procedures for plant hot-mixed bituminous pavements and shall meet the
requirements ofFDOTSPEC Section 330.
B. The placement of asphalt base courses shall meet the requirements ofFDOTSPEC Section 280.
3.13 ASPHALT JOINTS
A. Construct joints to ensure a continuous bond between adjoining paving sections. Construct
joints free of depressions with same texture and smoothness as other sections of hot-mix asphalt
course.
1. Clean contact surfaces and apply tack coat to joints.
2. Offset longitudinal joints, in successive courses, a mlmmum of 6-inches. Offset
transverse joints, in successive courses, a minimum of 24-inches.
3. Construct transverse joints as required in FOOT Sections 932 and 320
4. Compact joints as soon as hot-mix asphalt will bear roller weight without excessive
displacement.
B. Sweep and clean surface to eliminate loose material and dust.
3.14 QUALITY CONTROL
A. Owner shall select and pay the Engineering Testing Laboratory for required testing in work
performed under this Section. Should retesting be required because of failure to pass, Contractor
shall pay for additional testing required until specification requirements are attained. Contractor
shall either promptly reimburse the Owner for said costs or shall have the amount deducted
from the next month's pay request and all subsequent pay requests. In such case the Owner shall
promptly pay the Engineering Laboratory for all testing costs. Contractor is herein required to
schedule and make test arrangements with the Test Laboratory for making the required tests.
Test patterns and frequency will be at the direction of the Engineer. Frequency of tests shown
below shall be considered a minimum.
l. Subgrade - Bearing: One Limerock Bearing Value (LBR) test for each 0-5000 square
yards of subgrade plus one test for each additional 5000 square yards or fraction thereof,
plus one BR for each change of material. One subgrade in place density determination for
each 0- I 000 square yards of base and one test for each additional 1000 square yards or
fraction thereof.
2. Base Course: One Limerock Base Course in place density for each 0-1000 square yards
of base plus one test for each additional 1000 square yards or fraction thereof.
PART 4 - MEASUREMENTS AND METHODS OF PAYMENT
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4.1
4.2
RWA, Inc, Project No. 080104,00,00
METHOD OF MEASUREMENT
A.
Quantities to be paid for under this Section shall be in square yards, of stabilized Subgrade,
crushed limerock base, asphaltic base and Asphaltic Concrete, completed and accepted.
B.
In determining the area of base to be paid for, length to be used in the calculation shall be the
actual length measured along the surface of the completed base. Width shall be the actual width
of base constructed within lines shown on the Plans, not to exceed the width called for on the
Plans.
C.
In determining the area of stabilized subgrade to be paid for, length to be used in the calculation
shall be the actual length measured along the surface of the completed base. Width shall be
actual width of stabilized subgrade that does not exceed the width called for on the Plans.
BASIS OF PAYMENT
A.
Payment shall be made on a unit price basis in accordance with the accepted contract. Owner
reserves the right to add or deduct from the Work. Such additions or deductions will be made at
the established unit prices. Said additions or deductions shall not exceed twenty-five percent
(25%) of the base bid without consideration of an adjustment in the unit price.
1. Compacted Base: The quantity of base, determined as provided above, shall be paid for at
the contract unit price per square yard for this item. Such price and payment shall be full
compensation for furnishing, hauling, spreading, compacting, and surface finishing the
limerock material; furnishing and placing asphaltic prime coat materials on the road,
removing same, if necessary, and incidental items shown on the Plans, all performed in a
workmanlike manner in accordance with the Plans and Specifications. No separate
payment shall be made for bituminous material, sand or earth applied as a curing agent.
2. Stabilized Subgrade: The quantity of stabilized subgrade determined as provided above,
shall be paid for at the contract unit price per square yard for this item. Such price and
payment shall be filII compensation for furnishing, hauling, spreading, mixing,
compacting, and finishing the subgrade material, and incidental items shown on the
Plans, all performed in a workmanlike manner in accordance with the Plans and
Specifications.
3. Asphaltic Concrete: Payment for all work specified shall constitute full compensation for
all work described herein. The cost of prime or tack coats and bituminous materials shall
not be paid for separately, but shall be included in the contract unit price for the limerock
or asphalt base, or the asphalt surface specified. Payment for asphalt base, surface, or
friction courses shall be for actual quantities constructed in accordance with the plans and
specifications measured in square yards or tons as established in the contract document
4. Owner reserves the right to add to or deduct from the scope of the work, and such
additions or deductions will be made at the established unit prices. Said additions or
deductions shall not exceed 25% of the base bid of the successful Bidder or Bidders
without consideration of an adjustment in the unit price.
END OF SECTION 02741
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SECTION 02800
SODDING, SEEDING, SOD, AND MULCHING
PART 1 - GENERAL
1.] SUMMARY
A. Section Includes: Work required for
B. Related Work Specified In Other Sections Includes:
1.2 DESCRIPTION
A. Establish a stand of grass within the specified areas, by furnishing and placing sod, and
rolling, fertilizing, watering, and maintaining the sodded areas to ensure a healthy stand
of grass.
B. Establish a stand of grass on slopes, shoulders and specified other areas, by seeding or by
seeing and mulching. Perform seeding and mulching, fertilizing, and wildflower seed
application as required, and maintain the grassed areas until the completion of the
project.
C. The Engineer may eliminate, at his discretion, any of the items of work covered by this
Section.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Meet the following requirements:
I. Sod........................... .........Section 981-2 - FDOTSPEC
2. Fertilizer, Type I.................. ..Section 982 - FDOTSPEC
3. Water.................... ............ . Section 982 - FDOTSPEC
4. Grass Seed...........................Section 981-1- FDOTSPEC
5. Wildflower Seed................. ....Section 981-1 - FDOTSPEC
6. Mulch............................... ..Section 981-3 - FDOTSPEC
7. Water................................ ..Section 983
8. Compost..............................Section 987
B. Prior to planting, furnish the Engineer a certification from the grower stating the age of
all seed.
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2.2 CONSTRUCTION METHODS
A. General:
I. Do not seed or mulch when wind velocities exceed 15 mph. Sow seed only when
the soil is rnoist. Do not perform any seeding when the ground is frozen, unduly
wet or otherwise not in a tillable condition.
2. Whenever a suitable length of road way slopes or adjacent areas has been graded,
prepare the area and perform grassing in accordance with the Contract
Docurnents. Incorporate grassing into the project at the earliest practical time.
3. Complete all grassing on shoulder areas prior to the placement of the friction
course on adjacent pavement, unless the friction course is to be placed directly on
a non-asphalt base.
B. Sequence of Operations:
I. Perform the operations in the following sequence: Apply finish soil layer
materials in accordance with Section 162, prepare the area to be seeded, seed,
spread and cut-in rnulch and fertilize.
2. In preparing the ground for sowing of seeds, disk-harrow and thoroughly
pulverize the soil to an average depth of 6 inches. Make the soil true to grade, not
compacted and free of large clods, roots and other material which will interfere
with the work or subsequent mowing and rnaintenance operations. Do not begin
subsequent operations until the Engineer has approved the condition of the
prepared areas.
C. Placing Sod:
I. Place sod imrnediately after ground preparation. Do not use sod which has been
cut for rnore than 72 hours. Stack all sod that is not planted within 24 hours after
cutting and maintain proper moist conditions.
2. Do not sod when weather and soil conditions are unsuitable for proper results.
Pre-wet the area prior to placing sod. Do not place sod on eroded or washed out
sites.
3. Place the sod on the prepared surface, with edges in close contact, and embed it
firmly and smoothly by light tamping with appropriate tools.
4. Place the sod to the edge of all the paving and shrub areas and I inch below
adjoining pavement with an even surface and edge. Place rolled sod parallel with
the roadway and cut any exposed netting even with the sod edge.
5. Roll using a lightweight turf roller. Provide a true and even surface without any
displacement of the sod or deformation.
6. Where sodding in drainage ditches, stagger the setting of the sod pieces to avoid a
continuous seam along the line of flow. Ensure that the offsets of individual strips
do not exceed 6 inches. Tamp the outer pieces of sod to produce a featheredge
effect.
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7. Peg sod at locations where the sod may slide. Drive pegs through sod blocks into
firm earth, at intervals approved by the Engineer.
8. Remove any sod as directed by the Engineer.
D. Seeding:
1. While the soil is still loose, scatter the seed uniformly over the grassing area and
immediately mix it into the seed bed to a depth of 114 inch using the specified
seed.
2. Thoroughly dry-mix the separate types of seed immediately before sowing. Do
not use wet seed.
3. The Engineer will allow the wildflower seed to be included in the grassing
operation or performed separately from the grass seeding operation in areas
shown in the plans.
4. Ensure that the wildflower seed is uniformly planted by drilling or placing the
seed into the soil at an average depth of liS inch, but not exceeding 1/4 inch into
the designated area at the specified rate.
E. Mulching:
1. When areas require mulch, as shown on the plans, apply approximately 2 inches,
loose thickness, of the mulch rnaterial uniforrnly over the seeded area, and cut the
mulch rnaterial into the soil to produce a loose mulched thickness of 3 to 4 inches.
Do not use harrows. The Contractor may use compost rneeting the requirements
of Section 987 in lieu of mulch.
2. When rnulching on steep slopes, where the use of a rnachine for the cutting-in
process is not practicable, secure the mulch after the seeding operation by either
using an erosion control fabric, or; spread a string net over the mulch using stakes
driven flush with the top of the mulch at 6 foot centers and string parallel and
perpendicular with diagonals in both directions.
F. Rolling:
1. Irnrnediately after seeding, roll the entire grassed or mulched area with a
cultipacker, traffic roller or a horticultural roller. Make at least two passes over
the entire area.
G. Watering:
I. Thoroughly water the sod imrnediately after placing. Do not water in excess of 1
inch per week for establishment.
2. Provide a vehicle for applying water to the grassed areas equipped with either a
calibrated tank or an approved metering device installed at such point on the
vehicle to measure the water at time of application. Do not water newly seeded
areas to force the seed gerrnination. Do not apply more than I inch of water per
Lely Manor Canal West Outfall
RWA, Inc. Project No. 080104.00.00
week for sustaining the grass growth. Use water only on vegetated areas when
permitted by the Engineer.
H. Fertilizing:
I. Spread the fertilizer over the grassed area four to five weeks after the grass seed
germinates in one or more applications as specified below:
1. Spread an initial application of 265 lbs/acre of 16-4-8.
ii. If the project has not reached final acceptance in accordance with Article
5-1 I, spread subsequent applications of 135 lbs/acre of 16-4-8
approximately 60 calendar days after the initial application without mixing
into the soil.
111. The Contractor rnay spread the fertilizer by hand on steep slopes or other
areas where machine-spreading rnay not be practicable.
I. Maintenance:
I. Maintain the sodded areas in a satisfactory condition until final acceptance of the
project. Include in such rnaintenance the filling, leveling, and repairing of any
washed or eroded areas, as rnay be necessary.
2. Mow the sodded areas to a height of 6 inches when competing vegetation height
exceeds 20 inches in height.
3. Monitor placed sod for growth of pest plants and noxious weeds. If pest plants
and/or noxious weeds manifest themselves within 30 days of placement of the
sod, treat affected areas by means acceptable to the Owner at no expense to the
Owner. Ifpest plants and/or noxious weeds manifest themselves after 30 days
from date of placement of sod, the Engineer, at his sole option, will determine if
treatment is required and whether or not the Contractor will be compensated for
such treatment. If compensation is provided, payment will be made as
unforeseeable work as described in 4-4.
4. Maintain the planted areas as an acceptable stand of grass until final acceptance of
the project at no expense to the Departrnent. Include in such maintenance the
filling, leveling and repairing of any washed or eroded areas, as may be necessary.
5. An acceptable stand of grass is defined as a I by I foot area containing a
rninimum of 16 live, viable, healthy wildflower and/or grass seedlings.
6. The Department will pay for replanting, as necessary, due to factors determined to
be beyond control of the Contractor.
7. Mow the planted grass areas to a height of 6 inches when competing vegetation
height exceeds 20 inches in height. Do not mow wildflower areas until at least
three weeks after the peak of the bloom period and do not mow lower than 6
inches. Do not use selective herbicides in wildflower areas.
2.3 METHOD OF MEASUREMENT
A. The quantities to be paid for will be fore the following items, completed and accepted:
Lely Manor Canal West Outfall
RW A, Inc. Project No. 080104.00.00
1. The area, in square yards, of sodding.
2. The weight, in tons, of fertilizer.
3. The volume, in thousand gallons, of water.
4. The area, in acres, of mowing.
5. The area, in square feet, of seeding.
6. The area, in square feet, of seeding and mulching.
7. The weight, in pounds, of grass seed.
8. The weight, in tons, of mulch material.
9. The weight, in tons, offertilizer.
10. The volume, in thousand gallons, of water.
11. The weight, in pounds, of wildflower seed.
12. The area, in acres, of mowing.
B. Area Quantities:
1. For the quantities paid for on a square foot basis, no deductions will be made for
the areas occupied by turnouts in rural sections.
C. Seed:
1. The quantity of grass or wildflower seed will be determined from packaged
weights or by other appropriate rnethods.
D. Mulch Material
I. The quantity will be determined by weighing on truck scales, or by other
appropriate rnethods. The Contractor shall advise the Engineer of the tirne and
place of such weighing. Weighing will be done in the general vicinity of the
project.
PART 3 - BASIS OF PAYMENT
3.1 GENERAL
A. Prices and payments will be full compensation for all work and materials specified in this
Section, and the satisfactory disposal of excavated material, except the furnishing of the
fertilizer, and the furnishing and application of the water.
B. Fertilizer and water will be paid for as specified.
C. Payment will be made under:
1. Item No. 104-4 - Mowing - per acre.
2. Item No. 570-5 - Fertilizer - per ton.
3. Item No. 570-9 - Water for Grassing - per thousand gallons.
4. Item No. 575-1 - Sodding - per square yard.
Lely Manor Canal West Outfall
RWA, Tnc, Project No. 080104,00.00
3.2 SEEDING
A. When mulching is not specified, price and payment will be full cornpensation for all
work and materials not specifically included in the items of separate payment shown
below. The item of Seeding will include specifically all preparations of the ground, the
application ofthe seed, the rolling, tilling or other specified work.
3.3 SEEDING AND MULCHING
A. When mulching is specified, price and payment will be full compensation for everything
specified in 570-6.2 and, in addition, will include the cost of applying, cutting-in, rolling,
and anchoring, where required, of the mulch material, but will not include the furnishing
of the mulch material.
3.4 SEED
A. Price and payment for Grass Seed (Permanent Type) and, Grass Seed (Quick-Growing
Type) will be full compensation for the furnishing of the seed, at the site of its use. Price
and payrnent for Wildflower Seed will include furnishing, applying, and mixing the seed
into the seed bed.
3.5 MULCH MATERIAL
A. General:
1. Price and payment will be full compensation for the furnishing and spreading of
the mulch material, at the site of its use.
8. Water:
1. The quantity of water, ordered at the specific time of its being applied and which
is actually used, determined by the specific metering device or by calib rated tank,
will be paid for at the Contract price per thousand gallons of Water for Grassing.
Such quantity will include all water authorized by the Engineer, which is used
until the time of acceptance of the work.
3.6 PA YMENT ITEMS
A. Payment will be made under:
I. Item No.1 04-4 - Mowing - per acre.
2. Item No. 570-1 - Seeding - per square yard.
3. Item No. 570-2 - Seeding and Mulching - per square yard.
4. Item No. 570-3 - Grass Seed (Permanent Type) - per pound.
5. !tern No. 570-4 - Mulch Material - per ton.
Lely Manor Canal West Outfall
RWA, Inc. Project No 080104,00.00
6. Item No. 570-5 - Fertilizer - per ton.
7. Item No. 570-9 - Water for Grassing - per thousand gallons.
8. Item No. 570-10 - Grass Seed (Quick-Growing Type) - per pound.
9. Item No. 570-12 - Wildflower Seed - per pound.
EXHIBIT L
STANDARD DETAILS
GC-CA-L-1
EXHIBIT M
PLANS AND SPECIFICATIONS
Provided In Separate File
GC-CA-J-1
SECTION 01010 - SUMMARY OF WORK
PART I - GENERAL
1.01 THE REQUIREMENT
A. The WORK to be performed under this Contract consists of furnishing all
materials, labor, and equipment necessary to construct the Project(s) as described
and as shown in the Contract Documents. This includes, but is not limited to, all
tools, supplies, manufactured articles, transportation, and services like fuel,
power, water, and cornmunications, etc. and performing all WORK, or other
operations required for the fulfillment of the Contract in strict accordance with the
Contract Documents. The WORK shall be complete, and all WORK, materials,
and services not expressly indicated or called for in the Contract Documents
which may be necessary for the complete and proper construction ofthe WORK
in good faith shall be provided by the CONTRACTOR as though originally so
indicated, at no increase in cost to the COUNTY.
The completed Work will provide other incidental work in connection therewith
all as indicated on drawings as though originally so indicated, at no increase in
cost to the COUNTY. The CONTRACTOR shall complete construction of the
WORK in its entirety in good faith and properly as indicated and to the prevalent
industry standards.
B. Wherever the term CONSULTANT is used in these documents, it shall be
construed to mean the CONSULTANT retained by the COUNTY for design of
this project. The PROGRAM MANAGER on this project will act as the
COUNTY's Representative.
C. Whenever a reference to number of days is noted, it shall be construed to rnean
calendar days.
1.02 WORK COVERED BY CONTRACT DOCUMENTS
A. The WORK of this Contract comprises the construction of the LASIP Lely Main
Canal Extension improvements as shown in the approved construction documents.
The work shall be constructed in two phases designated as Phase A and Phase B.
Phase A is generally described as all work within the existing canal right-of-way
and easements, staging area, and access pathway off of Rattlesnake Hammock
Road. Phase B is gencrally described as the rebuilding, removal in various
locations, and repositioning of the cart path/access road over and upon the 12th
and 13th fairway of the Royal Palrn Golf Course running from approximately
station 41+25 to station 53+57 of the plans.
The WORK may include but not be limited to site preparation, earthwork,
demolition, storm drainage, maintenance travel-way paving, watermain
modifications, and forcemain rnodifications.
1.03 STANDARD SPECIFICATION
A. Except as noted, all materials and workmanship shall meet the requirements of the
latest editions of the following publications, as adopted by the authorities having
jurisdiction over the project(s):
1.COLLIER COUNTY WATER-SEWER DISTRICT UTILITIES STANDARDS
MANUAL
2. The Florida Department of Transportation "Standard Specifications for Road
and Bridge Construction, and its supplements;
3. The Florida Department of Transportation "Roadway and Traffic Design
Standards";
4. The Florida Department of Transportation "Structures Standards"
5. Florida Building Code
6. National Electric Code and; any other
7. Local, State or Federal agency or publication setting standards for the work
contracted.
1.04 SITE INVESTIGATION
A. The CONTRACTOR, by virtue of signing the Agreement, acknowledges that it
has satisfied itselfto the nature and location of the WORK, the general and local
conditions including, but not restricted to: those bearing upon transportation;
disposal, handling and storage of materials; access roads to the site; the
conformation and conditions of the WORK area; and the character of equipment
and facilities needed preliminary to and during the performance of the WORK.
Failure on the part of the CONTRACTOR to cornpletely or properly evaluate the
site conditions shall not be grounds for additional compensation or time.
B. Soil boring information and subsurface investigation reports included in this
manual are hereby being furnished to the CONTRACTOR for its general
information. Such data is not warranted to be correct; the CONTRACTOR, by
virtue of signing the Agreement, acknowledges that it has satisfied itselfas to the
nature and extent of soil and (underground) water conditions on the project site.
No additional payment will be made to the CONTRACTOR because of
differences between actual conditions and those shown by the boring logs.
1.05 WORK BY OTHERS
A. Concurrent work by Other CONTRACTORS. The CONTRACTOR'S attention is
directed to the fact that WORK may be conducted at the site by other
CONTRACTORS during the performance of the WORK under this Contract. The
CONTRACTOR shall conduct its operations so as to cause little or no delay to
work of such other CONTRACTORS, and shall cooperate fully with such
CONTRACTORS to provide continued safe access to their respective portions of
the site, as required to perform work under their respective contracts.
B. Interference with Work on Utilities. The CONTRACTOR shall cooperate fully
with all utility forces of the COUNTY or forces of other public or private
agencies engaged in the relocation, altering, or otherwise rearranging of any
facilities which interfere with the progress of the WORK, and shall schedule the
WORK so as to minimize interference with said relocation, altering, or other
rearranging of facilities.
1.06 WORK SEQUENCE
A.
The CONTRACTOR shall schedule and perform the WORK in such a manner as
to result in the least possible disruption to the public's use of roadways,
driveways, and utilities. Utilities shall include but not be limited to water,
sewerage, drainage piping, structures, ditches and canals, gas, electric, television
and telephone. Prior to comrnencing with the WORK, CONTRACTOR shall
perform a location investigation of existing underground utilities and facilities in
accordance with the Section entitled "Protection of Existing Facilities" and shall
have obtained all required permits and permissions. CONTRACTOR shall also
deliver written notice (via certified mail and door hanging notification) to the
COUNTY, PROGRAM MANAGER, CONSULTANT, and property occupants
(private and public) of all planned disruption to roadway, driveways, and utilities
72 hours in advance of disruption. For multi-family apartments or condominiurn
complexes, written notices of planned disruptions may be directed to
Condominium Association's Management Cornpanies, Condorniniurn
Association's Board of Directors, Apartment Property Managers or other property
managing companies or individuals via certified mail; for single family residents
written notices shall be directed via door hangers. In addition, all notifications for
planned disruptions shall be coordinated with the COUNTY, PROGRAM
MANAGER, and CONSULTANT.
B.
Because other projects will be connected to portions of WORK constructed as
part of this project, it may be necessary to sequence portions of this project.
CONTRACTOR shall be responsible for coordinating construction activities and
tie-ins with CONTRACTORS of adjacent phases and sections as required.
C.
CONTRACTOR shall sequence the WORK so as to minimize impact on residents
of properties affected by the project. CONTRACTOR shall notifY schools, Fire
and Police Departments, and the US Post Office 14 days prior to disruption of
roadways.
D.
[fthe project is to be completed with various Phased substantial completions, then
the criteria to be used for phased substantial completion will be based on the
completion of significant requirements. For instance, a roadway shall be
considered significantly complete when all work is complete except for the last
lift of asphalt.
E. In addition, the following restrictions shall be maintained:
I. The CONTRACTOR shall provide a detailed phasing and Maintenance of
Traffic plan(s), for review and approval by the COUNTY prior to the
cornrnencement of any construction activity(s).
2. The WORK shall be sequenced so that all testing procedures are performed and
Certifications to Place into Operation are obtained for the proposed water
distribution system and stormwater management system prior to the construction
of the proposed roadway irnprovements. Any roadway and landscape
improvements shall be sequenced so that all proposed underground utilities are
cornplete and final written acceptance by the COUNTY or the Utility Owner is
obtained.
3. No two adjacent roadways may be under construction at the same time (i.e.
construction shall be on alternating roadways, and every other roadway shall
remain open for use).
4. In no case shall more than ten (l 0%) percent of all roadways (in street and
avenues) and ten (10%) percent of alleyways in a section be under construction at
the same time. The CONTRACTOR shall make every effort to provide access to
driveways at the end of each workday. lfa driveway is not accessible, the
homeowner rnust have access to a neighboring swale area for ternporary parking.
When vehicular access to homes is not possible for parking of vehicles, a parking
area for those residents shall be provided within one block of the furthest home
affected. This condition is to be avoided whenever possible and shall last no
longer than five (5) working days. The parking area location shall be determined
by the CONTRACTOR, with the COUNTY'S approval. The CONTRACTOR
shall lease property ftom the landowner(s), if and as required, and will provide a
compacted, graded parking surface in compliance with all jurisdictional
authorities' requirements.
5. The CONTRACTOR shall not begin construction on subsequent roadways
until the initial roadways under construction are substantially complete. A
roadway shall be considered substantially complete when all work is complete
except for the last lift of asphalt. All work on private property and landscaping
must also be complete before a road is considered substantially complete.
6. Construction within the right of way of affected roads shall be scheduled so
that all improvements are completed at once, and the residents are only disrupted
for one time period. This excludes water service plumbing work on private
property which shall be scheduled after mains are tested and accepted for
connection by individual services.
7. All affected residents and property owners shall be notified in writing a
minirnum of two (2) weeks prior to any disruption to or construction in road right-
of-ways adjacent to their homes. The notification shall also indicate any special
parking or traffic conditions that will affect residents. Notification shall be in the
form of certified letters.
8. When a planned water service shutdown must be irnplernented during the
routine course of the Work, the CONTRACTOR shall submit a written request to
the Public Works Department a minimum of72 hours prior to the shutdown. Note
that only the Public Utilities Department is authorized to shut-off water service
and the CONTRACTOR must receive affirmative verification (in writing) from
the Public Utilities Department before proceeding with any work that requires a
planned water service shutdown. Once the approval is procured, the
CONTRACTOR shall coordinate its efforts to ensure that the shutdown is
implemented at the tirne and place that the CONTRACTOR requires. In addition,
the CONTRACTOR shall notifY each affected Owner / Occupant of the impacted
area in the form of a door hanger at each affected property, no more than 48 hours
prior to commencement of the planned water shut-down.
9. Access for emergency vehicles shall be rnaintained at all times to all hornes or
businesses. Excavations rnust be back-filled or barricaded at the end of each work
day to prevent hazardous conditions. If a trench, excavation, or structure is to be
left open, it must be covered with a steel plate and barricaded at the end of each
workday or when work will be suspended for more than eight (8) hours.
10. Transportation provisions for handicapped or disabled residents shall be made
by the CONTRACTOR if construction prevents access to their homes.
II. The CONTRACTOR shall also make provisions with local bus, school bus,
garbage collection, mail delivery, and other agencies for continuation of service.
A traffic maintenance plan, indicating proposed street closings, schedules, and
alternate routes which have been approved by the authority having jurisdiction,
rnust be submitted to all affected agencies lor coordination of rerouting if and as
necessary.
12. Materials and equipment shall be stored in a lE:llced or otherwise enclosed area
during non-working hours, as defined in other sections ofthe specifications. Pipe
and material shall not protrude out along installation routes.
E. Substantial Completion: Project Substantial Completion, as defined in the General
Conditions, shall be achieved withinlSO Calendar days of the Notice-to-Proceed.
F. Final Completion: Project Final Completion, as defmed in the General Conditions,
shall be achieved within 210 Calendar days of the Notice-to-Proceed.
1.07 TRAFFIC CONTROL
A. The CONTRACTOR shall submit a conceptual pedestrian and vehicular Traffic
Control Plan at the Pre-Construction Conference. This preliminary plan shall
identify the phases of construction that the CONTRACTOR plans to proceed with
and identifY traffic flows during each phase. The CONTRACTOR will be
required to submit a detailed plan showing each phase's Maintenance and
Protection Plan prior to starting construction of a particular phase.
B. The "Maintenance of Traffic" shall be prepared in accordance with the latest
adopted editions of the Florida Department of Transportation Standard
Specification for Road and Bridge Construction and the Collier County Utilities
Standards Manual for Design and Construction. The Maintenance of Traffic plan
shall address pedestrian traffic as well as vehicular traffic. As a minimurn, the
plan shall address the following pedestrian requirements:
1. A safe walk route for all schools within the vicinity of the construction zone
shall be maintained during the arrival and disrnissal of school. CONTRACTOR
shall not block bus and/or autornobile access to schools during school hours.
2. In the case that a designated crossing of any portion of the designated walk
route cannot be maintained, then the CONTRACTOR shall notifY the applicable
"School Safety Coordinator" a rninimum often (10) working days prior to ceasing
that route so that an alternate route can be established with the School and the
Enforcing agency.
3. All WORK around both the Bus Drop Off Areas and Parent Drop Off Areas,
shall be fully coordinated with the School's Principal and/or representative.
4. It shall be the responsibility of the CONTRACTOR for any necessary
Construction, Pavernent Marking and Signage or any Pedestrian Signalization
and/or Signal Modification to accommodate an alternate safe walk route.
C. The CONTRACTOR, at all times, shall conduct the work in such a manner as to
insure the least obstruction to traffic as is practical. Convenience of the general
public and of the residents adjacent to the WORK shall be provided for in a
satisfactory manner, as determined by the COUNTY.
D. Sidewalks, gutters, drains, fire hydrants and private drives shall, insofar as
practical, be kept in condition for their intended uses. Fire hydrants on or adjacent
to the WORK shall be kept operational and accessible to fire apparatus at all
times, and no material or obstruction shall be placed within twenty (20) feet of
any such hydrant.
E. Construction materials stored upon the public street shall be placed so as to cause
as little obstruction to the general public as is reasonably possible. The permitted
arnount of storage of rnaterials in the Right-of- Way is restricted to a maximum of
a two week supply of materials and the materials shall be located no further than
one block away from its place of installation.
F. Streets shall not be closed; the WORK must be conducted with the provision for a
safe passageway for traffic at all times. The CONTRACTOR shall make all
necessary arrangements with the jurisdictional authority concerning maintenance
of traffic and selection of detours required.
G. All existing stop signs shall be maintained.
H. When permission has been granted by the COUNTY, to close an existing
roadway, the CONTRACTOR shall furnish and erect signs, barricades, lights,
flags and other protective devices, which shall conform to the requirements, and
be subject to the approval ofthe jurisdictional agency. The CONTRACTOR shall
furnish and maintain proper protective devices at such location for the entire time
of closure as the jurisdictional authority may direct. Signage shall be affected one
week before closure.
I. The CONTRACTOR shall furnish a sufficient number of protective devices to
protect and divert the vehicular and pedestrian traffic from working areas closed
to traffic, or to protect any new work. Failure to cornply with this requirement
will result in the shutdown of the WORK until the CONTRACTOR provides the
necessary protection. Any time traffic is diverted for a period of time that will
exceed one work day; temporary pavernent markings will be required. Existing
pavement markings that conflict with the new work zone traffic pattern must be
obliterated. Painting over existing pavement markings (black out) shall not be
perrnitted.
1. The CONTRACTOR may be required to reposition existing traffic heads in order
to rnaintain traffic flows at diverted intersections. Ifthis should be necessary, the
CONTRACTOR must submit a plan for approval showing the course of work and
the planned repositioning. The jurisdictional authority must approve the plan
prior to implementation. No separate payment for repositioning the existing
traffic signal heads will be made. The cost of this work shall be included in the
base bid price.
1.08 TRAFFIC IMPACT PLAN
A. The CONTRACTOR shall submit a weekly Traffic Impact Plan to the COUNTY
and PROGRAM MANAGER by Wednesday of each week to allow for
notification of anticipated road closures to public entities located in and doing
business in the project area. The Traffic Impact Plan shall identify streets that are
under construction and construction activities that rnay irnpact vehicular and
pedestrian traffic.
1.09 TEMPORARY STRIPING
A. CONTRACTOR shall install temporary paint striping after the fIrst and second
lifts of asphalt, and maintain until the permanent thermoplastic striping is
installed.
1.10 WORK SCHEDULE
A. Tirne is of the essence in completing this project. Because time is ofthe essence,
the CONTRACTOR shall cornmit the necessary resources to this project to
complete it in a timely manner. Note that a typical workday will be based on
hours between 7:30 am and 5:30 pm. If the CONTRACTOR wishes to work
longer hours than those specified herein, it shall request so, in writing, by Friday
of each week. Work completed other than during regular working hours should
be easily observable by the COUNTY and/or the CONSULTANT on the
subsequent day. If the CONTRACTOR proposes to cornplete work that will be
"covered up" after normal working hours, it shall reirnburse the COUNTY for
costs associated with the observation of such work. The Construction progress
will be rneasured with the construction schedule submitted by the
CONTRACTOR. If the CONSULTANT and/or PROGRAM MANAGER
determine that the CONTRACTOR does not meet the CPM and/or time schedule
as specified in the Section entitled "Schedules and Reports", the CONTRACTOR
will be required to commit those resources necessary to ensure the completion of
the project in a timely manner. All costs incurred to implernent measures to
complete the WORK in a tirnely manner will be borne by the CONTRACTOR.
B. SCHEDULE
I. CONTRACTOR shall subrnit scheduling information for the WORK as
required in the Section entitled "Schedules and Reports".
2. No separate payment shall be made for preparation and/or revision(s) of the
schedule.
1.1 I COMPUTATION OF CONTRACT TIME
A. It is the CONTRACTOR'S responsibility to provide clear and convincing
documentation to the PROGRAM MANAGER as to the effect additional WORK
will have with respect to additional contract time extension requirements. If
additional quantities of WORK can be carried out concurrent with other existing
construction activities without disrupting the critical path of the project then no
contract time extension will bc granted. The CONTRACTOR is obligated to
provide documentation to the CONSULTANT if additional elements of WORK
affect the critical path of the project. If WORK set forth in the original scope of
the project is deleted, the contract time may be reduced. This contract is a
calendar day contract. While the CONTRACTOR may be granted time to
suspend WORK operations for vacations or holidays, the contract time will not be
suspended. During suspensions, the CONTRACTOR shall be responsible for all
maintenance of traffic and liability without additional compensation from the
COUNTY. In addition, the CONTRACTOR shall comply with tirnely notice
requirements as specified in the Contract Manual.
I.I2 CONTRACTOR USE OF PREMISES
A. The CONTRACTOR's use of the project site shall be limited to its construction
operations. Storage of materials will be arranged for by the CONTRACTOR and
a copy of an agreernent for use of other property shall be furnished to the
PROGRAM MANAGER. Note that staging areas adjacent to the project site are
being provided by the COUNTY as shown in the construction plans. Any other
areas required for both material storage and a Field Office must be arranged and
paid for by the CONTRACTOR, as part of its Base Bid cost.
I.I3 PRE-CONSTRUCTION CONFERENCE
A. After the award of Contract and Notice to Proceed, a Pre-construction Conference
will be held between the CONTRACTOR, the PROGRAM MANAGER, the
CONSULTANT, the COUNTY, other interested Agencies, representatives of
Utility Cornpanies and others affected by the WORK. The time and place of this
conference will be set by the PROGRAM MANAGER. The CONTRACTOR
shall bring to the conference a copy of its preliminary WORK schedule for review
and comment by the PROGRAM MANAGER, the COUNTY, and the
CONSULTANT. The schedule shall include sequences of operation and tirne
schedule. The final schedule will be due as noted in the Section entitled
"Schedules and Reports". The WORK shall be performed in accordance with
such schedule or approved amendments thereto.
I.I4 UTILITY LOCATIONS
A. To the extent possible, all existing utility lines in the project area have been
sbown on tbe plans. However, the COUNTY, the PROGRAM MANAGER
and/or tbe CONSULTANT do not guarantee that all lines are shown, or that said
lines are in their true location. It shall be the CONTRACTOR's responsibility to
identify and locate all underground or overhead utility lines or equipment
affected by the project. No additional payment will be made to tbe
CONTRACTOR because of discrepancies in actual and plan location(s) of
utilities or damagcs suffercd as a result tbereof of lines sbown on the plans.
B. Tbe CONTRACTOR sball notify each utility companies involved at least thirty
(30) days prior to the start of construction to arrange for positive underground
location(s), relocation or support of its utility where that utility rnay be in conflict
with or endangered by the proposed construction. Relocation ofwater rnains or
other utilities for the convenience of the CONTRACTOR shall be paid for by the
CONTRACTOR. All charges by utility companies for temporary support oftheir
utilities and permanent utility relocations to avoid conflict shall be the
responsibility of the CONTRACTOR and the utility company involved.
C. The CONTRACTOR shall schedule and coordinate its WORK in such a manner
that it is not delayed by the utility companies relocating or supporting their
utilities. No compensation will be paid to the CONTRACTOR for any loss of
time or delay.
D. All overhead, surface, or underground structures and/or utilities encountered are
to be carefully protected from damage or displacement. All damage to said
structures and/or utilities is to be completely repaired within a reasonable time;
needless delay will not be tolerated. The COUNTY rescrves the right to rernedy
any damage by ordering outside parties to make repairs at the expense of the
CONTRACTOR. All repairs made by the CONTRACTOR are to be made to the
satisfaction of the Utility Owner and shall be inspected by a representative of the
Utility Owner and the COUNTY.
E. Prior to excavation activities, The CONTRACTOR shall reasonably notifY all
utility owners, including in the CITY of Naples, Collier County, Florida Power
and Light, Embark (telephone), Corncast (cable), gas, etc as well as the required
agencies such as (Florida One Call).
1.15 LINE AND GRADE
A. The CONSULTANT has provided vertical and horizontal control for layout of the
WORK in the forrn of bench marks and reference points located adjacent to the
WORK. From these controls provided, the CONTRACTOR shall develop and
rnake all detailed surveys needed for construction and shall establish all working
points, lines, and elevations necessary to perform the WORK. This surveying
WORK shall be supervised by a Professional Land Surveyor registered in the
State of Florida.
B. All data must be referenced to North American Datum (NAD) 83/90 and North
American Vertical Datum (NGVD) 29 Datum in U.S. Survey Feet with a list of
control points used;
C. As-Built/Record Drawings are to be prepared, signed and sealed by a Florida
Registered Professional Surveyor and Mapper (P.S.M.). In addition, all
measurements for the As-Built/Record Drawings need to be performed under the
supervision of a Florida Registered P.S.M. in accordance with Florida Statute
Chapters 177 and 472 and Chapter 61 G-17 of the Florida Administrative Code.
The As-Built/Record Drawings shall include and not be limited to the following:
(l) All constructed improvements;
(2) Enough information to easily cornpare constructed features to designed
features;
(3) Electronic CAD (2000 or newer) file in State Plane FI. East;
(4) Shall be based on design drawing format (sheets, profiles, x-sections).
1.16 PROTECTION AND RESTORATION OF SURVEY MONUMENTS
A. The CONTRACTOR shaH carefully protect from disturbance all survey
monuments, stakes and bench marks, whether or not established by it, and shall
not remove or destroy any surveying point until it has been properly witnessed by
a representative of the COUNTY. All major survey monuments that have been
damaged by the CONTRACTOR such as section corners, 1/4 section corners;
property corners or block control points shall be replaced at the
CONTRACTOR'S expense with markers of a size and type approved by the
CONSULTANT. Their replacernent shaH be under the supervision of a Florida
Registered Land Surveyor. The CONTRACTOR shall document survey
monuments prior to construction and submit the location and type of all markers
to the COUNTY.
1.17 EQUIPMENT
A. All equipment necessary and required for the proper construction of all facilities
shall be on the construction site, in first-class working condition.
1.18 STORAGE SITES
A. Note that staging areas adjacent to the project site are being provided by the
COUNTY as shown in the construction plans. Should the CONTRACTOR
require additional storage sites, it shall furnish, at its expense, properly zoned
areas suitable for field office, material storage and equipment service and storage
as defined in other sections of the specifications including but not limited to
Section 0 I 026 - Measurement and Payrnent. No rnaterial may be stored in the
public right of way without prior authorization by the Authority Having
Jurisdiction. The CONTRACTOR shall kcep these areas in a clean and orderly
condition so as not to cause a nuisance or sight obstruction to motorists or
pedestrians.
1.19 OWNERSHIP OF EXISTING MATERiALS
A. All materials removed or excavated frorn the job site, whether specified in the
documents or not, shall remain the property of the COUNTY until released by
the PROGRAM MANAGER, at which time it shall become the property of the
CONTRACTOR, who shall dispose of it at no additionai cost to the County in a
manner, compliant with all applicable jurisdictional requirements.
1.20 EXCESS MATERIAL
A. All vegetation, debris, concrete, or other unsuitable materials, whether specified
in the documents or not, shall be disposed of off-site by the CONTRACTOR at
no additional costs to the COUNTY. Storage of unsuitable materials on site shall
not be allowed. All unsuitable materials are to be removed frorn work site as they
are generated. Any excess material desired to be retained by the COUNTY shall
be delivered by the CONTRACTOR to a designated area within a 15 mile radius
of the project, at no extra cost to the COUNTY.
1.21 AUDIO-VISUAL PRECONSTRUCTION RECORD
A. General:
I. The CONTRACTOR shall engage the services of a professional electrographer.
The color DVD media shall be prepared by a responsible commercial firm known
to be skilled and regularly engaged in the business of preconstruct ion color audio
video tape docurnentation. The electrographer shall furnish to the
CONSULTANT a list of all equipment to be used for the audio-video taping i.e.,
manufacturer's name, model number, specifications and other pertinent
information. Additional inforrnation to be furnished by the electrographer are the
names and addresses oftwo references that the electrographer has perforrned
color audio-video taping for on projects ofa similar nature within the last 12
rnonths.
2. Prior to beginning the WORK, the CONTRACTOR shall have a multiple color
DVD recordings taken along the entire length of the project to serve as a record of
preconstruction conditions. No construction shall begin prior to review and
approval of the recordings covering the construction area by the CONSULTANT.
The CONSULTANT shall have the authority to reject all or any portion of the
DVD recording not conforming to the specifications and order that it be redone at
no additional charge. The CONTRACTOR shall reschedule unacceptable
coverage within five days after being notified. The CONSULTANT shall
designate those areas, if any, to be omitted frorn or added to the audio-video
coverage.
B. DVD Media:
1. DVD media shall be new and ofthe 'gold' high durability format. DVD shall
be 4.7 GB capacity with a minimum speed of l6x, DVD +R format, properly
labeled with a commercial grade print-on surface.
2. The CONTRACTOR shall provide the PROGRAM MANAGER two complete
sets ofDVDs for each of the project areas.
C. Equipment:
I. All equipment, accessories, materials, and labor to perform this service shall
be furnished by the CONTRACTOR.
2. The total D VD recording system shall reproduce bright, sharp, clear pictures
with accurate colors and shall be free frorn distortion, tearing, rolls, or any
other form of imperfection. The audio portion ofthe recording shall
reproduce the comrnentary of the camera operator with proper volume and
clarity and be free from distortion and interruptions.
3. When conventional wheeled vehicles are used, the distance frorn the carnera
lens to the ground shall not be less than twelve feet. In some instances
recording coverage may be required in areas not accessible by conventional
wheeled vehicles. Such coverage shall be obtained by walking or special
conveyance approved by the CONSULTANT.
4. The color video camera used in the recording systern shall have a horizontal
resolution of300 lines at center, a lurninance signal to noise ratio of 45 dB
and a minimum illumination requirement of25 foot-candles.
D. Recorded Information - Audio:
1. Each DVD shall begin with the current date, project name and municipality
and be followed by the general location, i.e., name of street, house address,
viewing side and direction of progress. The audio track shall consist of an
original live recording. The recording shall contain the narrative commentary
ofthe electrographer, recorded sirnultaneously with his fixed elevation video
record of the zone of influence of construction.
E. Recorded Information - Video
I. All video recordings must, by electronic means, display continuously and
sirnultaneously generated with the actual transparent digital information to
include the date and time of recording, and station numbers as shown on the
drawings. The date inforrnation shall contain the month, day and year. The
time information shall contain the hour, minutes and seconds. Additional
information shall be displayed periodically. Such information shall include,
but not be limited to, project name, contract nurnber, name of street, house
address, direction oftravel and the viewing side. This transparent information
shall appear on the extreme upper left hand third of the screen.
2. All recording shall be done during times of good visibility. No recording shall
be done during precipitation, mist, or fog. The recording shall only be done
when sufficient sunlight is present to properly illuminate the subjects of
recording and to produce bright, sharp video recordings of those subjects. 3.
The rate of speed ofthe vehicle used during taping shall not exceed 10 miles
per hour. Panning, zoom-in, and zoom-out rates shall be sufficiently
controlled to rnaintain a clear view ofthe object.
3. Recording coverage shall include all surface features located within the zone
influence of construction supported by appropriate audio coverage. Such
coverage shall include, but not be lirnited to, existing driveways, sidewalks,
curbs, pavements, ditches, mailboxes, landscaping, culverts, fences, signs, and
headwalls within the area covered. Particular attention should be paid to those
items outside or adjacent to the work limits that may become damaged during
construction.
F. Payrnent:
Compensation for the audio-video preconstruction record shall be included in the
Base Bid price for Mobilization.
1.22 ADJUSTING EXISTING VALVES, METERS, CATCH BASINS, AND
MAINTENANCE ACCESS STRUCTURES (i.e. MANHOLES)
A. It shall be the CONTRACTOR'S responsibility to coordinate and have all
adjustments made to existing water meters, valves, manholes and structures
encountered during construction, to meet all final grades, unless otherwise
instructed by the CONSULTANT or the respective utility owner. All valves and
maintenance access structures shall be accessible during all phases of the WORK
for emergency access. Ornission of such structures from the Contract Plans does
not relieve the CONTRACTOR from making such adjustments as may be deemed
necessary. Cost for such work shall be included in the CONTRACTOR's Base
Bid.
1.23 CONFLICTING STRUCTURES
A. The CONTRACTOR shall abide by the following criteria concerning conflicts
between new drainage, water, or sewer construction and existing utilities.
I. The CONTRACTOR shall verify the location of all utilities suspected of
being potential conflicts prior to ordering drainage or sewer structures for
these locations and inforrn the CONSULTANT as to its findings.
2. The CONSULT ANT shall have full authority to direct the placement of
conflicting structures, the relocation of structures shown in the plans, and
the addition, deletion, or relocation of any pipe shown in the plans to
facilitate construction, expedite completion and avoid conflicts with
existing utilities.
3. Where an existing utility is to pass through a conflicting structure, the
CONTRACTOR shall protect the utility from darnage by whatever means
the utility owner and the CONSULTANT deem necessary.
4. In no case shall there be less than 6 inches between any two (2) pipe lines
within the structure or between pipe lines and the structure.
1.24 ENVIRONMENTAL PROTECTION
A. The CONTRACTOR shall furnish all labor and equipment and perform all
WORK required for the prevention of environmental pollution during and as a
result ofthe WORK under this contract. For the purpose ofthis contract,
environrnental pollution is defined as the presence of chernical, physical, or
biological elements or agents which adversely affect hurnan health or welfare;
unfavorably alter ecological balances of irnportance to human life, affect other
species of importance to man, or degrade the utility of the environment for
aesthetic and recreational purposes. The control of environmental pollution
requires consideration of air, water, land and involves dust, noise, solid waste
management, and management of radiant energy and radioactive materials, as
well as other pollutants.
B. The CONTRACTOR shall take all steps necessary to protect water quality in the
connected waters around the project and shall utilize such additional measures as
directed by the CONSULTANT. Silt screens shall not be removed until the
turbidity of the affected waters is equal to or lowers than the ambient turbidity of
undisturbed segrnents of adjacent surface waters.
C. All protection requirements covered by this subsection shall be in compliance
with all applicable jurisdictional agency requirements.
1.25 BASIS OF PAYMENT
A. The CONTRACTOR's Professional Land Surveyor will measure all "As-built"
quantities for payment and shall subrnit it to the PROGRAM MANAGER for
review and approval in accordance with and in the manner set forth in Exhibit H,
General Terms and Conditions, Article 4, PROGRESS PAYMENTS. In the event
of disputes as to quantity, the PROGRAM MANAGER shall make the final
determination; no additional compensation will be made for surveying services.
This WORK shall be supervised by a Florida Licensed Registered Professional
Land Surveyor.
B. The CONTRACTOR shall not be permitted to invoice for quantities of WORK
beyond those contained in the contract and all previously approved change orders.
Invoice for partial payment shall not be accepted by PROGRAM MANAGER as
complete without the following:
1. Certificate of payment to subcontractors.
2. Updated Construction Schedule.
3. Progress Photographs and or Aerial Photos
1.26 APPLICATION FOR PAYMENT FOR STORED MATERlAL
A. The CONTRACTOR is hereby advised that the COUNTY will not pay for stored
rnaterials unless agreed to in writing prior to submittal ofthe request for payment
and accompanied by the docurnentation set forth in Exhibit H, General Terrns and
Conditions, Article 4, PROGRESS PAYMENTS.
1.27 VIBRATORY COMPACTION
A. The use of vibratory compaction equipment shall be lirnited to a total gross
weight of three (3) tons. The use of vibratory equipment shall be limited to
compacting backfill ofutility trenches and sub grade of roadways only. If
approved in writing by the CONSULTANT, larger vibratory cornpaction
equipment may be allowed if operated in a static mode only. The
CONTRACTOR shall be responsible for all damages/claims resulting from its
compaction activities on the surrounding neighborhood and its residents.
1.28 REPORTING OF DAMAGE CLAIMS
A. The CONTRACTOR shall keep the CONSULTANT and the PROGRAM
MANAGER inforrned of any damage claims rnade against the CONTRACTOR
during the construction period. All claims for automobile darnage, property
damage, and/or bodily injury shall be reported to the PROGRAM MANAGER
within 24 hours of receipt of notice. The CONTRACTOR will conduct a timely
investigation of the claim and deterrnine if they will honor claim and/or report to
their insurance carrier and provide periodic updates, each quarter, until final
disposition of claims. CONTRACTOR will advise the PROGRAM MANAGER
in writing of its decision/referral to carrier.
1.29 PERMITS
A. It shall be the CONTRACTOR's responsibility, in accordance with Exhibit H,
General Terms and Conditions, Article 17, PERMITS, LICENCES, AND
TAXES, to secure all permits of every description required to initiate and
complete the work under this Contract, except for permits that may have already
been obtained by the COUNTY.
B. Permits may include but not be limited to the following:
1. SFWMD Dewatering Permit
2. Collier County Building Permit(s)
3. Collier County Right-of-Way Permit
4. (N.P.D.E.S.) Construction General Permit
C. The CONSULTANT will furnish signed and sealed sets of Contract Documents
for perrnit use as required.
D. The CONTRACTOR shall furnish to the PROGRAM MANAGER and the
CONSULTANT copies of all perrnits prior to cornmencement of work requiring
perrnits.
1.30 SITE CONDITIONS
A. The CONTRACTOR acknowledges that it has investigated prior to bidding and
satisfied itself as to the conditions affecting the Work, including but not restricted
to those bearing upon transportation, disposal, handling and storage of materials,
availability of labor, water, electric power, roads and uncertainties of weather,
river stages, tides, water tables or similar physical conditions at the site, the
conformation and conditions of the ground, the character of equipment and
facilities needed prelirninary to and during prosecution of the Work. The
CONTRACTOR further acknowledges that it has satisfied itself as to the
character, quality and quantity of surface and subsurface materials or obstacles to
be encountered insofar as this inforrnation is reasonably ascertainable from an
inspection of the site, or any contiguous site, as well as from information
presented by the Drawings and Specifications made a part of this Contract, or any
other inforrnation made available to it prior to receipt of Bids. Any failure by the
CONTRACTOR to acquaint itself with the available information will not relieve
it from responsibility for estimating properly the difficulty or cost of successfully
performing the Work. The COUNTY assumes no responsibility for any
conclusions or interpretations made by the CONTRACTOR on the basis ofthe
information rnade available by the COUNTY.
1.31 DIMENSIONS OF EXISTING FACILITIES
A. Where the dimensions and locations of existing irnprovements are of critical
importance in the installation or connection of new work, the CONTRACTOR
shall verify such dimensions and locations in the field prior to the fabrication
and/or installation ofrnaterials or equipment which are dependent on the
correctness of such information.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION -
SECTION 01026 - MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. In accordance with Exhibit H, General Terms and Conditions, Article 4,
PROGRESS PAYMENTS, payment for various items of the Bid Schedule, as
further specified herein, shall include all compensation to be received by the
CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured
articles, taxes, commissions, transportation and handling, bonds, insurance,
overhead and profit and for all labor operations and incidentals appurtenant to the
items of work being described, as necessary to complete the various items of the
WORK all in accordance with requirements of the Contract Documents including all
appurtenances thereto, and including all costs of permits and cost of compliance with
the regulations of public agencies having jurisdiction, including Safety and Health
Requirements of the Occupational Safety and Health Administration of the U.S.
Department of Labor (OSHA). No separate payment will be made for any item that is
not specifically set forth in the Schedule of Prices Bid. Hence, all costs therefore
shall be included in the prices named in the Schedule of Prices Bid for the various
appurtenance items of the WORK.
B. Payment for the various items of the Schedule of Prices Bid shall constitute full
compensation for all professional and construction services to be provided by the
CONTRACTOR as noted in the specifications, conceptual drawings, and any other
components of this Design Criteria Package.
C. No separate payment for WORK OR MATERIALS will be made unless specifically
stated on the plans or directed by the COUNTY. All bid items include, but are not
limited to the following tasks:
MOBILIZATION
2 PROVIDE/MAINTAIN AS-BUtLT PLANS
3 PROVIDE CONSTRUCTION SURVEYING AND LAYOUT
4 MAINTENANCE OF TRAFFIC
5 BALED HAY OR STRAW
6 FLOATING TURBIDITY BARRIER
7 STAKED SILT FENCE (TYPE ttt)
8 CLEARtNG AND GRUBBtNG (12.6 AC)
9 REMOVAL OF EXISTING STONE/CONCRETE WALL
10 REMOVAL OF EXISTING 48" CMP'S AT DORAL CIRCLE
II REMOVE CONCRETE PLUG FROM BARREL OF TRIPLE 7' X 4' BOX CULVERT
12 UN-CLASSIFIED EXCAVATION
13 ROCK EXCAVATION
14 EMBANKMENT
15 TYPE "B" STABILIZATION (12" THICK)
16 MAINT. TRA VEL- WAY / ROAD BASE (6" LtMEROCK)
17 BOAT RAMPS (ARMORFLEX)
18 1 1/2" ASPHALTIC CONCRETE, TYPE S-III
19 GEOWEB ROAD (GEOWEB/SAND INFILLlGEOTEXTILE SEPERATOR)
20 GEOWEB MARKER (11" RUBBER TEE DISTANCE MARKER, YELLOW)
21 CLASS IV CONCRETE (BOX CULVERT)
22 REINFORCING STEEL (BOX CULVERT)
23 WEIR CONTROL STRUCTURE WITH GATES (LCB-OO-SO 120)
24 24" CLASS 1lI RCP (STORM SEWER)(ROUND SHAPE)
25 24" X 38" CLASS III RCP (STORM SEWER)(ELLtPTICAL SHAPE)
26 30" CLASS III RCP (STORM SEWER)(ROUND SHAPE)
27 12" ADS PIPE
28 12" YARD DRAINS
29 CLASS t CONCRETE (ENDW ALLS)
30 24" MITERED END SECTION (SlOE DRAIN)
31 CONCRETE CURB, TYPE E (SPECIAL 2' WlOE)
32 RIP RAP (RUBBLE)(INCLUDES BEDDING STONE)
33 3' STONE/CONCRETE WALL
34 RELOCATE FENCE (CHAIN-LINK FENCE)
35 RELOCATE EXtSTING YARD LtGHT POLES
36 SODDING (BAHIA)(INCLUDES WATER, FERTILtZER & MOWING)
37 SODDING (BERMUDA)(INCLUDES WATER, FERTILIZER & MOWING)
38 SODDING (ST.AUGUSTINE)(INCLUDES WATER, FERTILIZER & MOWING)
39 6" YELLOW CIL UNES (THERMOPLASTIC)
40 6" WHITE EDGE LINES (THERMOPLASTIC)
41 REFLECTIVE PAVEMENT MARKERS
42 6" WATER MAIN RELOCATION OVER BOX CULVERT STA. 18+77 +1-
43 8" RECLAIMED WATER MAIN DEFLECTION UNDER CANAL ST A. 20+87 +1-
44 6" FORCE MAIN (CUT CAP & REMOVE) STA 32+64 +1-
45 12" FORCE MAIN DEFLECTION UNDER CANAL STA. 39+68 +1-
46 ADJUST WATER MAIN VALVE OR METER
D. The CONTRACTOR's attention is called to the fact that the quotations provided for
the various items on the Schedule of Prices Bid are intended to establish a GRAND
TOTAL BASE BID AMOUNT for completing the WORK in its entirety. Should the
CONTRACTOR feel that the cost for any item of WORK has not been established by
the Schedule of Prices Bid in this Section, it shall include the cost for that Work in
some other applicable bid item, so that its proposal for the project does reflect its
total price for completing the WORK in its entirety.
2.0 End of Section
01031-1
SECTION 01031 - GENERAL PROJECT PROCEDURES
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall coordinate work of all trades and schedule elements of
alterations and renovation work by procedure and methods to expedite completion of the
WORK.
B. In addition to demolition work specified in the section entitled "Demolition", the
CONTRACTOR shall move and/or remove items necessary to provide access or to allow
alterations and new work to proceed. Included in such items are:
1. Repair or removal of hazardous or unsanitary conditions.
2. Removal of abandoned items and items serving no useful purpose, such as
abandoned piping, conduit and wiring, to the extent they interfere with new
installations.
3. Removal of unsuitable or extraneous materials not marked for salvage, such as
abandoned furnishings and equipment, and debris such as rotted wood, large rocks
or boulders, rusted metals and deteriorated concrete, to the extent they interfere with
new installations.
4. Cleaning of surfaces and removal of surface finished as needed to install new
work and finishes.
5. Protection as required of existing trees to remain.
6. All existing underground utilities, to the extent they interfere with new
installations.
7. Site storage for all existing benches, signals, light poles, fire hydrants, utilities
/manhole covers and grates to be relocated.
C. The CONTRACTOR shall patch, repair and refinish existing items to remain, to the
specified condition for each material, with a workmanlike transition to adjacent new items
of construction.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of these Specifications.
B. General Conditions.
1.03 ALTERATIONS, CUTTING AND PROTECTION
A. The CONTRACTOR shall assign the work of moving, removal, cutting, patching and
protection to trades qualified to perform the work in a manner to use least damage to
each type of work, and provide means of returning surfaces to appearance of new work.
B. The CONTRACTOR shall perform cutting and removal work to remove the minimum
necessary, and in a manner as required, to avoid damage to adjacent work, including the cutting
of finish surfaces such as paving, masonry, tile, plaster and/or metals, by
methods to terminate surfaces in a straight line at a natural point of transition.
C. Perform cutting and patching as specified in the section entitled "Cutting and Patching".
D. Protect existing finishes, equipment, and adjacent work which are scheduled to remain, from
damage.
E. If, in the opinion of the COUNTY, patch and/or repair will not result in a like and kind
preexisting condition, full replacement by the CONTRACTOR will be required at no additional
cost to the COUNTY.
PART 2 - PRODUCTS
2.01 PRODUCTS FOR PATCHING, EXTENDING AND MATCHING
A. The CONTRACTOR shall comply with the following general requirements so that the
work may be completed:
1. Provide the same products or types of construction as that in existing structure, as
needed to patch, extend or match existing work. Generally the Contract Documents will
not define products or standards of workmanship present in existing construction.
Hence, the CONTRACTOR shall determine products and construction types in its
inspection and any necessary testing, and workmanship by use of the existing as a
sample of comparison.
2. Note that the presence of a product, finish, or type of construction, requires that the
CONTRACTOR patch, extend and/or match as necessary to make the work complete
and consistent with existing standards of quality.
PART 3 - EXECUTION
3.01 PERFORMANCE
A. The CONTRACTOR shall patch and extend existing work using skilled workers capable of
matching existing quality of workmanship. Quality of patched or extended work shall be not less
than that specified for new work.
3.02 DAMAGED SURFACES
A. The CONTRACTOR shall patch and replace any portion of an existing finished surface which
is found to be damaged, lifted, discolored, and/or shows other imperfections, with matching
material
1. Provide adequate support of substrate prior to patching the finish.
2. Refinish patched portions of painted or coated surfaces in a manner to
produce uniform color and texture over entire surface.
3. When existing surface finish cannot be matched, refinish entire surface to
the nearest intersections or the transition point/line as approved by the
COUNTY.
3.03 TRANSITION FROM EXISTING TO NEWWORK
A. When new work abuts or is finished flush with existing work, make a smooth and
workmanlike transition. Patched work shall match existing adjacent work in texture and
appearance so that the patch at transition is invisible at a distance offive feet.
B. When finished surfaces are cut in such a way that a smooth transition with new work is not
possible, terminate existing surface in a neat manner along a straight line at a natural line of
division, and provide trim to or trim finished surfaces appropriately.
3.04 CLEANING
A. Perform periodic and final cleaning as specified in the Section entitled "Cleaning".
B. At completion of the work of each trade, clean area and make surfaces ready for work of
successive trades.
C. At completion of alterations work in each area, provide final cleaning and return space to a
condition suitable for use.
- END OF SECTION -
SECTION 01045 - CUTTING AND PATCHING
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall be responsible for all cutting, fitting and patching,
including attendant excavation and backfill, required to complete the work or to:
1. Make its several parts fit together properly.
2. Uncover portions of the work to provide for installation of ill-timed work.
3. Remove and replace defective work.
4. Remove and replace work not conforming to the requirements of the Contract
Documents.
5. Remove samples of installed work as specified for testing.
6. Provide routine penetrations of non structural surfaces for installation of piping
and electrical conduit.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B. General Conditions.
103 SUBMITTALS
A. Submit a written request to the CONSULTANT or the COUNTY well in advance of
executing any cutting or alteration which affects:
1. Work of the COUNTY or any other CONTRACTOR.
2. Structural value of integrity of any element of the project.
3. Integrity of effectiveness of weather-exposed or moisture-resistant elements or
systems.
4. Efficiency, operational life, maintenance or safety of operational elements.
5. Visual qualities of exposed to view elements.
B. Request shall include:
1. Identification of the project.
2. Description of the affected work.
3. The necessity for cutting, alteration or excavation.
4. Effect on work of the COUNTY or any other CONTRACTOR, or on structural
or weatherproof integrity of the project.
5. Description of proposed work:
a. Scope of cutting, patching, alteration, and/or excavation.
b. Trades who will execute the work.
c. Products proposed to be used.
d. Extent of refinishing to be done.
6. Alternatives to cutting and patching.
7. Written permission of any other CONTRACTOR or property whose work will
be affected.
C. Should conditions of work or the schedule indicate a change of products from the
original installation, the CONTRACTOR shall submit request for substitution as
specified in the General Conditions.
D. Submit written notice to the CONSULTANT or the COUNTY designating the date
and time the work will be uncovered.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Comply with specifications and standards for each specific product involved.
PART 3 - EXECUTION
3.01 INSPECTION
A. The CONTRACTOR shall inspect existing conditions of project, including
elements subject to damage or to movement during cutting and patching.
B. After uncovering the work, inspect conditions affecting installation of products,
and/or performance of work.
C. Report unsatisfactory and/or questionable conditions affecting installation of
products, and/or performance of work, in advance of installation, and/or
performance of work.
3.02 PREPARATION
A. Provide adequate temporary support as necessary to assure structural value
and/or integrity of affected portion of work.
B. Provide devices and methods to protect other portions of project from damage.
C. Provide protection from elements for that portion of the project which may be
exposed by cutting and patching work, and maintain excavations free from water.
3.03 PERFORMANCE
A. Execute cutting and demolition by methods which will prevent damage to other
work, and will provide proper surfaces to receive installation of repairs.
B. Execute excavating and backfilling by methods which will prevent settlement or
damage to other work.
C. Employ original Installer or Fabricator to perform cutting and palching for:
1. Weather-exposed or moisture-resistant elements.
2. Exposed to view finished surfaces.
0_ Execute fitting and adjustment of products to provide a finished installation to
comply with specified product, functions, tolerances and finishes.
E. Restore work which has been cut or removed; install new products to provide
completed work in accordance with requirements of the Contract Documents.
F Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through
surfaces.
G. Refinish entire surfaces as necessary to provide an even finish to match adjacent
finishes:
1. For continuous surfaces, refinish to nearest intersection or as approved by the
COUNTY.
2_ For an assembly, refinish entire unit.
3.04 MEASUREMENT AND PAYMENT
A. There shall be no special measurement or payment for the work under this
section, it shall be included in the unit price bid of any item requiring cutting and
patching, including pavement restoration.
- END OF SECTION -
SECTION 01050 - FIELD ENGINEERING
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall provide and pay for field engineering and Survey
services required for the project except as otherwise noted.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications
B. General Conditions.
1.03 QUALIFICATIONS OF SURVEYOR OR ENGINEER
A. Qualified engineer or registered Professional Land Surveyor, acceptable to the
County.
1.04 SURVEY REFERENCE POINTS
A. The CONSULTANT has provided reference points with horizontal and vertical
control, located as shown on the plans.
B. The CONTRACTOR shall locate and protect control points prior to starting site
construction work, and preserve all permanent reference points during
construction.
1. Make no changes or relocations without prior written notice to
CONSULTANT.
2. Report to CONSULTANT and/or PROGRAM MANAGER when any
reference point is lost or destroyed or requires relocation because of
necessary changes in grades or locations.
3. The CONTRACTOR's surveyor shall replace project control points
which may be lost or destroyed, based on the original survey control.
1.05 PROJECT SURVEY REQUIREMENTS
A. CONTRACTOR's surveyor shall establish a minimum of two permanent bench
marks on site, referenced to data established by survey control points.
B. The CONTRACTOR shall establish lines and levels, locate and layout, by
instrumentation and similar appropriate means:
1. Stakes for grading and fill placement.
2. Controlling lines and levels as required.
C. From time to time, verify layouts by same methods.
D. All data must be referenced to North American Datum (NAD) 83/90 and North
American Vertical Datum (NGVD) 29 Datum in U.S. Survey Feet with a list of
control points used;
E. As-Built/Record Drawings are to be prepared, signed and sealed by a Florida
Registered Professional Surveyor and Mapper (P.S.M.). In addition, all
measurements for the As-Built/Record Drawings need to be performed under the
supervision of a Florida Registered P.S.M. in accordance with Florida Statute
Chapters 177 and 472 and Chapter 61 G-17 of the Florida Administrative Code.
The As-Built/Record Drawings shall include and not be limited to the following:
1. All constructed improvements;
2. Enough information to easily compare constructed features to designed
featu res;
3. Electronic CAD (2000 or newer) file in State Plane FI. East;
4. Shall be based on design drawing format (sheets, profiles, x-sections).
F. Perform periodic surveying of the Contractor's work as necessary to check for
conformance with the plans and specifications and prepare As-built survey of
the finished work in accordance with Collier County standards. Note the
Contractor is responsible for all construction stake out.
1.06 RECORDS
A. The CONTRACTOR shall maintain a complete, accurate log of all control and
survey work as it progresses.
B. On completion of construction work, prepare a certified survey showing all
dimensions, locations, and elevations of project.
1.07 SUBMITTALS
A. Submit names and addresses of Professional Land Surveyor and Professional
engineer retained for the project to the CONSULTANT.
B. On request of CONSULTANT, submit documentation to verify accuracy offield
engineering work.
C. Submit certificate signed by Registered Engineer or Professional Land
Surveyor certifying that elevation and locations of work are in conformance with
Contract Documents.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
SECTION 01060 - REGULATORY REQUIREMENTS & PERMITS
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall comply with all Federal, State, and local {Collier County}
building codes, laws and/or ordinances as appropriate to the project, including but not
limited to the following:
1. National Electric Code.
2. Florida Building Code.
3. Chapter 556, Florida Statutes, Underground Facility Damage Prevention and
Safety Act.
4. Others as noted in the Section entitled "Summary of Work".
5. The Americans with Disabilities Act.
B. The CONTRACTOR shall comply with regulations, rules, and directives of all
agencies, boards, districts, and governmental authorities having jurisdiction.
C. The CONTRACTOR shall obtain required permits and pay fees as well as associated
costs for those permits for the project.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B. General Conditions.
1.03 MEASUREMENT AND PAYMENT
A. The CONTRACTOR shall be reimbursed for permit fees in accordance with EXHIBIT
H, General Terms & Conditions, Article 17, PERMITS, LICENCES AND TAXES
B. There shall be no special measurement or payment for the work under this section; it
shall be included as part of Base Bid Item No.1, under mobilization
PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) - END OF
SECTION -
SECTION 01090 - REFERENCE STANDARDS
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. Titles of Sections and Paragraphs: Captions accompanying specification sections and
paragraphs are for convenience of reference only, and do not form a part of the
Specifications.
B. Applicable Publications: Whenever in these Specifications references are made
to published specifications, codes, standards, or other requirements, it shall be
understood that wherever no date is specified, only the latest specifications,
standards, or requirements of the respective issuing agencies which have been
published as of lhe date that the work is advertised for bids, shall apply; except to
the extent that said standards or requirements may be in conflict with applicable laws,
ordinances, or governing codes. No requirements set forth herein or shown on the
Drawings shall be waived because of any provision of, or omission from, said standards
or requirements.
C. Specialists, Assignments: In certain instances, specification text requires (or implies)
that specific work is to be assigned to specialists or expert entities, who must be
engaged for the performance of that work. Such assignments shall be recognized as
special requirements over which the CONTRACTOR has no choice or option. These
requirements shall not be interpreted so as to conflict with the enforcement of codes and
similar regulations governing the work; also they are not intended to interfere with local
union jurisdiction settlements and similar conventions. Such assignments are intended to
establish which party or entity involved in a specific unit of work is recognized as "expert"
for the indicated construction processes or operations. Nevertheless, the final
responsibility for fulfillment of the entire set of contract requirements remains with the
CONTRACTOR.
1.02 REFERENCE SPECIFICATIONS, CODES AND STANDARDS
A. Without limiting the generality of other requirements of the Specifications, all work
specified herein shall conform to or exceed the requirements of applicable codes and the
applicable requirements of the following documents.
B. References herein to "Building Code" shall mean "Florida Building Code". Reference
to "Uniform Building Code" shall mean Uniform Building Code of the International
Conference of Building Officials (ICBO). Similarly, references to "Mechanical Code" or
"Uniform Mechanical Code," "Plumbing Code" or "Uniform Plumbing Code," "Fire Code"
or "Uniform Fire Code," shall mean Uniform Mechanical Code, Uniform Plumbing Code
and Uniform Fire Code of the International Conference of the Building Officials (ICBO).
"Electric Code" or "National Electric Code (NEC)" shall mean the National Electric Code
of the National Fire Protection Association (NFPA). The latest edition of the codes as
approved by the Municipal Code and used by the local agency as of the date that the
WORK is advertised for bids, as adopted by the agency having jurisdiction, shall apply to
the WORK herein, including all addenda, modifications, amendments, or other lawful
changes thereto.
C. In case of conflict between codes, reference standards, drawings and the other
Contract Documents, the most stringent requirements shall govern. All conflicts shall be
brought to the attention of the CONSULTANT for clarification and directions prior to
ordering or providing any materials or furnishing labor. The CONTRACTOR shall bid to
the most stringent requirements.
D. The CONTRACTOR shall construct the work specified herein in accordance with the
requirements of the Contract Documents and the referenced portions of those
referenced codes, standards, and specifications listed herein.
E. Applicable Standard Specifications: References in the Contract Documents to
"Standard Specifications" or SSPWC shall mean the Standard Specifications for Public
Works Construction, 1991 Edition.
F. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part
1926, Construction Safety and Health Regulations, Code of Federal Regulations
(OSHA), including all changes and amendments thereto.
G. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational
Safety and Health Standards, Code of Federal Regulations (OSHA), including all
changes and amendments thereto.
H. Reference the section entitled "Summary of Work" for additional requirements.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
SECTION 01152 - APPLICATIONS FOR PAYMENT
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall submit Applications for Payment to the PROGRAM
MANAGER and CONSULTANT in accordance with schedule agreed to and as per the
requirements laid out in Exhibit H, General TERMS & CONDiTIONS, Article 4,
PROGRESS PAYMENTS.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. General Conditions.
B. All applicable sections of the Specifications.
1.03 FORMAT AND DATE REQUIRED
A. Submit itemized applications in a Standard AlA Form G702 and G703 as provided
in Exhibit D (FORM OF CONTRACTAPPLlCATION FOR PAYMENT and the
continuation sheet entitled SCHEDULE OF VALUES).
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 date of submittal of application.
2. Fill in summary of dollar values to agree with respective totals indicated
on continuation sheets.
3. Execute certification with signature of a responsible officer of Contract
firm.
B. Continuation Sheets:
1. Fill in total list of all scheduled component items of work, with item
number and scheduled dollar value for each item.
2. Fill in the value in each column for each scheduled line item when work
has been performed.
3. List each Change Order executed prior to date of submission, at the
end of the continuation sheets.
1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS
A. When the CONSULTANT requires substantiating data, the 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 (if applicable):
a. Item number and identification as shown on application.
b. Description of specific material.
5. Other information as may be deemed necessary_
B. Submit one copy of data and cover letter for each copy of application.
1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT
A. Fill in Application form as specified for progress payments.
B. Use continuation sheet for presenting the final statement of accounting as
specified in Exhibit H, General TERMS & CONDITIONS, Article 6, FINAL PAYMENT
1.07 SUBMITTAL PROCEDURE
A Submit Applications for Payment to PROGRAM MANAGER at the times stipulated in
Exhibit H, General TERMS & CONDITIONS, Article 4, PROGRESS PAYMENTS and
on the schedule agreed to at the Pre-Construction Meeting
B. Number: Six copies of each Application.
C. When the CONSULTANT finds Application properly completed and correct, it will be
Certified and transmitted to the County for payment to the CONTRACTOR_
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
SECTION 01200 - PROJECT MEETINGS
PART 1 - GENERAL
1.01 THE REQUIREMENTS
A. The CONSULTANT and/or the PROGRAM MANAGER shall schedule and administer
preconstruction, bi-weekly progress and specialty meetings throughout the progress of
the WORK. As a part of its duties, the PROGRAM MANAGER shall:
1. Prepare or have prepared agenda for meetings.
2. Make physical arrangements for meetings.
3. Preside at meetings.
4. Record or have recorded the minutes; include significant proceedings and
decisions.
5. Timely reproduce and distribute copies of minutes after each meeting.
a. To participants in the meeting.
b. To parties affected by decisions made at the meeting, as deemed
necessary.
B. Representative of the CONTRACTOR, subcontractor and suppliers attending
meetings shall be qualified and authorized to act on behalf of the entity each represents.
C. The CONSULTANT shall attend all meetings.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B. General Conditions.
1.03 PRE-CONSTRUCTION MEETING
A. Schedule at the CONSULTANT's and/or the PROGRAM MANAGER's direction.
B. Location: A central site, convenient for all parties, designated by the CONSULTANT
and/or the PROGRAM MANAGER.
C. Attendance:
1. The CONTRACTOR and its superintendent, major subcontractors and
suppliers.
2. The CONSULTANT and/or the PROGRAM MANAGER and its professional
consultants, as applicable.
3. Representatives of the County.
4. Others as requested by the CONTRACTOR, COUNTY, PROGRAM
MANAGER and/or the CONSULTANT
D. Suggested Agenda:
1. Distribution and discussion of:
a. List of major subcontractors and suppliers (by CONTRACTOR).
b. Projected Construction Schedules (by CONTRACTOR).
c. Shop drawings and other submittals (by CONTRACTOR).
d. Traffic maintenance plan (by CONTRACTOR).
e. Community Public Relations (by COUNTY & CONSULTANT and/or
PROGRAM MANAGER)
2. Critical work sequencing (by CONTRACTOR).
3. Procurement of major equipment and materials requiring a long lead time (by
CONTRACTOR).
4. Project Coordination (ALL PARTIES).
a. Designation of responsible personnel.
5. Procedures and processing of: (by CONSULTANT and/or PROGRAM
MANAGER)
a. Field decisions.
b. Proposal requests.
c. Submittals.
d. Change Orders.
e. Applications for Payment
6. Adequacy of distribution of Contract Documents (by CONSULTANT and/or
PROGRAM MANAGER)
7. Procedures for maintaining Record Documents (by CONSULTANT and/or
PROGRAM MANAGER)
8. Use of premises (by CONSULTANT and/or PROGRAM MANAGER):
a. Office, work and storage areas.
b. County's requirements.
9. Construction facilities, controls and construction aids (by CONTRACTOR).
10. Temporary utilities (by CONSULTANT and/or PROGRAM MANAGER)
11. Safety procedures (by CONTRACTOR).
12. Security procedures (by CONTRACTOR).
13. Housekeeping procedures (by CONSULTANT and/or PROGRAM
MANAGER)
1.03 PROGRESS MEETINGS
A. Attend regular weekly meetings on a day established by the CONSULTANT and/or
the PROGRAM MANAGER, as required.
B. Hold called meetings as required by progress of the WORK.
C. Location of the meeting: At location determined by the CONSULTANT and/or the
PROGRAM MANAGER.
D. Attendance:
1. The CONSULTANT and/or the PROGRAM MANAGER and its professional
consultants as needed.
2. The CONTRACTOR and its subcontractors and suppliers, as required.
3. Governmental representatives as appropriate.
4. Others, as requested by the CONTRACTOR, COUNTY, PROGRAM
MANAGER and/or the CONSULTANT.
E. Suggested Agenda:
1. Review, approval of minutes of previous meeting (ALL PARTIES).
2. Review of work progress since previous meeting and two week look ahead
schedule (by CONTRACTOR).
3. Field observations, problems, conflicts (ALL PARTIES)
4. Problems which impeded Construction Schedule (by CONTRACTOR,
Resident Representative).
5. Corrective measures and procedures to regain projected schedule (by
CONTRACTOR).
6. Review of off-site fabrication, delivery schedules (by CONTRACTOR).
7. Community Public Relations (ALL PARTIES)
8. Review submittal schedules; expedite as required (by CONSULTANT and/or
PROGRAM MANAGER)
9. Pending changes and substitutions (by CONSULTANT and/or PROGRAM
MANAGER, DESIGN ENGINEER)
10. Permit Status (ALL PARTIES).
11. Testing Status (by CONTRACTOR).
12. Payments to CONTRACTOR (CONSULTANT and/or PROGRAM
MANAGER)
13. Other business
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable) ~
END OF SECTION -
SECTION 01311 - SCHEDULES AND REPORTS
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall plan, schedule, execute, report and accomplish the work
under this contract using the Critical Path Method (hereinafter referred to as CPM), in
calendar days, unless otherwise specifically provided in the Contract Documents. All
schedules shall be prepared using Microsoft Project software.
B. The primary objectives of the CPM scheduling requirements are:
(1) to insure adequate planning and execution of the WORK by the
CONTRACTOR;
(2) to assist the COUNTY, CONSULTANT and/or the PROGRAM MANAGER in
evaluating progress of the WORK;
(3) to provide for optimum coordination by the CONTRACTOR of its trades,
subcontractors and Suppliers, and of its WORK with the WORK and/or services
provided by any other CONTRACTORS;
(4) to permit the timely prediction or detection of events or occurrences which
may affect the timely prosecution of the WORK; and
(5) to provide a mechanism or tool for use by the COUNTY, CONSULTANT
and/or the PROGRAM MANAGER, and the CONTRACTOR in determining and
monitoring any actions of the CONTRACTOR which may be required in order to
comply with the requirements of the Contract Documents relating to the
completion of the various portions of the WORK by the Specific Dates specified
in the Contract Documents.
C. The CONTRACTOR is responsible for determining the sequence of activities, the
time estimates of the detailed construction activities and the means, methods,
techniques and procedures to be employed. The Construction Schedule shall represent
the CONTRACTOR's best judgment of how it will prosecute the WORK in compliance
with the Contract requirements. The CONTRACTOR shall ensure that the Construction
Schedule is current and accurate and is properly and timely monitored, updated, and
revised as the Project conditions and the Contract Documents may require.
D. The CONTRACTOR shall consult with its principal subcontractors and suppliers
relating to the preparation of its construction plan and Construction Schedule. Principal
subcontractors shall receive copies of those portions of CONTRACTOR's Construction
Schedule which relate to their WORK and shall be continually advised of any updates or
revisions to the Construction Schedule as the WORK progresses. When the
CONTRACTOR submits its Construction Schedule to the CONSULTANT and/or the
PROGRAM MANAGER or makes any proposed updates or revisions to such Schedule,
it will be assumed by the COUNTY and the CONSULTANT and/or the PROGRAM
MANAGER that the CONTRACTOR has consulted with and has the concurrence of
its principal subcontractors and suppliers. The CONTRACTOR shall be solely
responsible for ensuring that all subcontractors and suppliers comply with lhe
requirements of the Construction Schedule for their portions of the WORK.
E. The CONTRACTOR shall provide the basic data relating to activities, durations and
sequences to the CONSULTANT and/or the PROGRAM MANAGER as part of the
CONTRACTOR's draft of the Construction Schedule. This data shall reflect the
CONTRACTOR's actual construction plan for the Project, and shall fully comply with all
requirements of the Contract Documents.
F. When there are other CONTRACTORS working concurrently on the Project whose
WORK must interface or be coordinated with the WORK of the CONTRACTOR, the
CONTRACTOR shall coordinate its activities with the activities of the other
CONTRACTORS and shall, prior to the submission of its Construction Schedule to the
CONSULTANT and/or the PROGRAM MANAGER, obtain written approval of its
Construction Schedule by the other CONTRACTORs. If the CONTRACTOR is unable to
obtain such written approval by the other CONTRACTORs after its best efforts to do so,
or if a conflict occurs that cannot be resolved by mutual agreement between the
CONTRACTOR and any other CONTRACTOR, the CONSULTANT and/or the
PROGRAM MANAGER shall make a determination of the schedule which shall be
binding upon the CONTRACTOR and the other CONTRACTORs.
G. It is understood and agreed that the Construction Schedule is to represent the
CONTRACTOR's best plan and estimate for the WORK; however, the CONTRACTOR
acknowledges that the Construction Schedule may have to be revised from time-to-time
as progress proceeds. The CONTRACTOR further acknowledges and agrees that the
COUNTY, the CONSULTANT and/or the PROGRAM MANAGER do not guarantee that:
(1) The CONTRACTOR can start WORK activities on the "early start" or "late
start" dates or complete WORK activities on the "early finish" or "late finish" dates
shown in the schedule, or as same may be updated or revised;
(2) The CONTRACTOR can proceed at all times in the sequence established by
the utilization of only the resources and manpower it initially plans for the
performance of the WORK;
(3) The CONTRACTOR's Schedule will not have to be modified in order to obtain
the agreement of any other CONTRACTORS to the schedule; or
(4) The CONTRACTOR's Construction Schedule will not have to be
modified or changed by direction of the CONSULTANT and/or PROGRAM
MANAGER. Any changes, modifications or adjustments made by the
CONTRACTOR to the Construction Schedule shall be in full compliance with all
requirements of the Contract Documents.
H. The CONTRACTOR acknowledges and agrees that its Construction Schedule must
be flexible to accommodate and allow for its coordination with the operations of the
COUNTY residents and/or the WORK of other CONTRACTORs relating to the
Project. The CONSULTANT and/or PROGRAM MANAGER will review the
CONTRACTOR's Construction Schedule for compatibility with the CITY operations and
the WORK of other contractors. The CONTRACTOR agrees to hold meetings with the
COUNTY, CONSULTANT and/or PROGRAM MANAGER and other CONTRACTORs
to resolve any conflicts between the CONTRACTOR's Construction Schedule and the
WORK of other CONTRACTORs. The CONTRACTOR agrees to fully cooperate with the
operations of the COUNTY or other contractors to resolve such conflicts and to revise
its Construction Schedule as reasonably required.
I. To maintain the orderly progress of the WORK performed on the Project, the
CONSULTANT and/or PROGRAM MANAGER shall have the right to determine, in its
sole discretion, the priority between the WORK performed by the CONTRACTOR and
the WORK of any other CONTRACTORS or the COUNTY's operations; this decision
shall be final and binding upon the CONTRACTOR and shall not be a cause for
extra compensation or an extension of time, except where an extension of time is
granted because of a delay for which the CONTRACTOR is otherwise entitled to an
extension under the Contract Documents. Provided, however, that this right shall not be
exercised by the CONSULTANT and/or PROGRAM MANAGER unless:
(1) the determination is necessary, in the opinion of the CONSULTANT and/or
PROGRAM MANAGER because of Project conditions; and
(2) The CONTRACTOR and any other contractors cannot otherwise agree upon
such priority of schedule construed as relieving the CONTRACTOR of its
obligation to cooperate with any other contractors on the Project.
J. If CONTRACTOR's Construction Schedule indicates that the COUNTY or any other
CONTRACTOR is to complete an activity or perform certain preceding WORK by a
particular date, or within certain duration, the COUNTY and the CONSULTANT and/or
PROGRAM MANAGER, or any other CONTRACTOR shall not be bound to said date or
duration unless COUNTY expressly and specifically agrees in writing to same. The
review and approval or acceptance by the COUNTY, CONSULTANT and/or PROGRAM
MANAGER of the Construction Schedule or any other schedule or plan of construction
of the CONTRACTOR, does not constitute an agreement by the COUNTY,
CONSULTANT and/or PROGRAM MANAGER of any start or finish date in the schedule
or specific durations or sequences for activities of the COUNTY or any other
CONTRACTOR; provided, however, that nothing herein shall be construed as modifying
or changing, or excusing the performance of the CONTRACTOR of required portions of
the WORK by the Specific Dates as set forth in the Contract Documents.
K. The Specific Dates set forth in the Contract Documents represent only the major
items of the WORK and may include interface dates with the operations of the COUNTY,
the WORK of other contractors or others. Specific Dates are Contract requirements and
are of the essence to this Contract and to the coordination of the WORK by the
CONTRACTOR. Specific Dates represent the latest allowable start or completion time
for those portions of the WORK to which each Specific Date relates. The Specific Dates
are not intended to be a complete listing of all WORK under this Contract or of all
interfaces with WORK performed by other contractors, the COUNTY or others. The
CONTRACTOR shall determine the time requirements for all such interfaces and shall
be responsible for planning, scheduling and coordinating the WORK in order to complete
in accordance with those requirements.
L. Acceptance by the COUNTY of the CONTRACTOR's Construction Schedule, or any
revisions or updates thereto, is advisory only and shall not relieve the CONTRACTOR of
the responsibility for accomplishing each portion of the WORK within each and every
applicable Specific Date. Omissions and errors in the approved or accepted
Construction Schedule, or any revisions or updates shall not excuse performance which
is not in compliance with the Contract. Acceptance by the COUNTY in no way makes the
COUNTY, CONSULTANT and/or PROGRAM MANAGER an insurer of the reliability,
accuracy or feasibility of the Construction Schedule nor liable for time or cost overruns
flowing from such omissions or errors. It is understood and agreed that the
CONTRACTOR cannot rely upon any informal or constructive acquiescence or
acceptance of the Construction Schedule by the COUNTY or CONSULTANT and/or
PROGRAM MANAGER.
M. Should the CONTRACTOR intend or plan to complete the WORK, or any portion
thereof, earlier than any applicable Specific Date or the Contract Time, the
CONTRACTOR shall give timely and reasonable notice of this fact to the CONSULTANT
and/or PROGRAM MANAGER. The COUNTY shall have the sole discretion to agree 10
or reject such early completion plan by the CONTRACTOR. The COUNTY and the
CONSULTANT shall have no duty or obligation to agree to, or to cooperate with the
CONTRACTOR regarding any early completion plan or proposal by the CONTRACTOR
and shall not be liable for any damages of the CONTRACTOR because of the rejection
by the COUNTY of said plan.
N. Unless otherwise specifically provided in the Contract Documents, the
CONTRACTOR acknowledges that the COUNTY, CONSULTANT and/or PROGRAM
MANAG ER, and the CONSULTANT have contemplated in their planning and initial
scheduling of the Project, and in their budgeting for professional services, that the
WORK will be performed on a 5- day WORK week basis, utilizing a single 8-hour shift
per day. The COUNTY and the CONSTRUCTION PROGRAM MANAGER shall have
the sole discretion of approving or rejecting a variance in the WORK week, number of
shifts, or shift length. Unless otherwise agreed by the COUNTY or the CONSTRUCTION
PROGRAM MANAGER, the CONTRACTOR shall bear the cost of, and pay the
COUNTY for additional staff and supervisory personnel, including but not limited to the
services of the CONSULTANT and/or PROGRAM MANAGER and the CONSULTANT
necessary to support any variance in the contemplated WORK week, number of shifts or
shift length
1.02 POST AWARD ACTIVITIES
A. Upon receipt by CONTRACTOR of the Notice to Proceed, and until the Construction
Schedule is approved by the CONSULTANT, the CONTRACTOR shall proceed with its
WORK in accordance with the Preliminary schedule which was presented at the Pre-
Construction Conference.
B. Pre-Construction Conference: the CONTRACTOR shall, upon notification from the
CONSUL TANT, attend the Pre-Construction conference. One agenda item at this meet
will be an orientation session relating to the Schedules and Reports requirements for this
Project. This orientation meeting is designed to review Contract milestones and
construction sequence restraints to assist the CONTRACTOR in planning its WORK and
in developing its Construction Schedule. The CONTRACTOR shall arrange for its project
manager and superintendent, major subcontractors and suppliers, and any scheduling
engineers that it may employ to attend the orientation session. Among other things, the
CONSULTANT will review: the objectives of the Schedules and Reports requirements;
the procedures and requirements for the preparation of the Construction Schedule and
Schedule of Values by the CONTRACTOR; how the requirements of the Contact
Documents will be monitored and enforced by the CONSULTANT; long-lead items and
time requirements for WORK by Subcontractors will be identified. It is understood and
agreed that the CONSULTANT has no authority to waive any requirements of the
Contract Documents at this orientation meeting, and all requirements of the Conlract
Documents remain applicable to CONTRACTOR's WORK whether or not discussed at
this session.
C. Should the CONTRACTOR fail or refuse to attend the Pre-Construction Conference,
the COUNTY shall have the right to terminate CONTRACTOR for default pursuant to
the provisions of Exhibit H, General TERMS & CONDITIONS.
1.03 DRAFT OF CONSTRUCTION SCHEDULE
A. Within fifteen (10) calendar days of the Notice of Award, (even though
CONTRACTOR may not have completed subcontractor negotiations and executed
subcontracts) the CONTRACTOR, in consultation with the PROGRAM MANAGER, shall
complete a draft of its time scaled network graphic in accordance with Exhibit H, General
Terms & Conditions, Article 3, SCHEDULE.
1. Except for procurement requirements, the CONTRACTOR shall differentiate
activities of the Schedule so that no single activity shown has a duration longer
than fourteen (14) calendar days, unless the PROGRAM MANAGER, in its sole
discretion, accepts a longer duration for certain activities.
2. The Construction Schedule shall represent the CONTRACTOR's best
judgment and intended plan for completion of the WORK in compliance with
Specific Dates listed in the Contract Documents and the Contract Time. The
Construction Schedule shall take into account all foreseeable activities to be
accomplished by any other contractors, and interface dates with utility owners,
the COUNTY's operations and others. The Construction Schedule shall
anticipate all necessary manpower and resources to accomplish the activities
within the durations set forth in the Construction Schedule.
B. The PROGRAM MANAGER shall have the right to require the CONTRACTOR to
modify any CONTRACTOR data or any portion of the CONTRACTOR's Construction
Schedule, Schedule of Values or Recovery Schedule, as herein required, with the
CONTRACTOR bearing the expense thereof, which the PROGRAM MANAGER
reasonably determines to be:
(1 )impracticable;
(2) based upon erroneous calculations or estimates;
(3) unreasonable;
(4) required to ensure proper coordination by the CONTRACTOR of the WORK
of its Subcontractors and with the WORK or services being provided by any other
Contractors;
(5) necessary to avoid undue interference with the owner's operations
or those of any utility owners or adjoining property owners;
(6) necessary to ensure completion of the WORK by the Specific Dates set forth
in the Contract Documents;
(7) required for the CONTRACTOR to comply with the requirements of the
Contract Documents or
(8) not in accordance with the CONTRACTOR's actual operations.
1.04 CONSTRUCTION SCHEDULE
A. Prior to issuance of the Notice to Proceed (NTP), the CONTRACTOR shall provide
the COUNTY and the CONSULTANT with a time-scaled graphic network of activities
and computer listing of all activities included in the Construction Schedule (Baseline
Schedule).
B. The Construction Schedule shall consist of a time-scaled, detailed network graphic
representation of all activities which are part of the CONTRACTOR's construction plan
and an accompanying computerized mathematical analysis of these activities. The
graphic network shall include, but not be limited to, the following information:
1. Project Name
2. Activities of completed WORK ready for use by next trade, the COUNTY, etc.
3. Activities relating to different areas of responsibility, such as subcontracted
work which is distinctly separate from that being done by the CONTRACTOR
directly;
4. Different categories of work as distinguished by craft or crew requirements;
5. Different categories of work as distinguished by equipment requirements;
6. Different categories of work as distinguished by materials;
7. Distinct and identifiable subdivisions of work such as structural slabs,
Conveyance Piping, Drainage Structures, etc;
8. Locations of work within the Project that necessitates different times or crews
to perform;
9. Outage schedules for existing utility services that will be interrupted during the
performance of the work;
10. Acquisition and installation of equipment and materials
11. Material to be sorted on site; and
12. Specific Dates.
C. For all major equipment and materials to be fabricated or supplied for the Project, the
Construction Schedule shall show a sequence of activities including:
1. Preparation of Shop Drawings and sample submissions;
2. A reasonable time for review of Shop Drawings and samples or such time as
specified in the Contract Documents:
3. Shop fabrication, delivery, and storage;
4. Erection or installation; and
5. Testing of equipment and materials.
D. The Construction Schedule shall include late completion dates for the WORK that is
no later than the required Specific Dates. The time-scaled graphic network shall be
drawn based upon the early start dates of activities shown on the graphic.
E. All activity durations shall be given in calendar days.
1.05 SCHEDULE OF VALUES
A. Within ten (10) days after acceptance of the Construction Schedule by the COUNTY
and CONSULTANT, the CONTRACTOR shall submit a Schedule of Values, allocating a
dollar value for the activities on the Construction Schedule. The dollar value for each
activity shall be the cost of the WORK of the activity including labor, materials, and pro
rata contribution of General Condition requirements, overhead and profit. The sum of all
activity costs shall equal the total Contract Sum. The CONTRACTOR shall revise the
Schedule of Values as necessary to gain the acceptance of the CONSTRUCTION
CONSULTANT and the COUNTY.
B. The activity cost for the Schedule of Values shall be coded with a cost code
corresponding to the trade, subcontractor or Supplier performing the WORK sO that
subtotals for each division of the WORK can be prepared.
C. The Schedule of Values shall, in the best judgment of the CONTRACTOR, represent
a fair, reasonable and equitable dollar (cost) allocation for each activity on the
Construction Schedule.
1.06 CONTRACTOR CERTIFICATION OF SCHEDULE
A. The CONTRACTOR shall include the following certification with its accepted schedule
submittals:
1. "The undersigned CONTRACTOR certifies that the Construction Schedule
which is comprised of the graphic network of activities displayed on the sheets
dated and of the computerized mathematical reports dated is the
CONTRACTOR's Construction Schedule as required by the Contract document;
and that said Schedule is a true and accurate representation of its plan of
construction for the WORK and fully complies with the requirements of the
Contract Documents. The CONTRACTOR further certifies that it will prosecute
the WORK in accordance with this Schedule, subject to any change therein
which are implemented in accordance with the Contract Documents; and the
undersigned acknowledges that this Schedule shall be the instrument by which
progress of the WORK shall be monitored, and the CONTRACTOR certifies that
it has fully complied with all of the requirements of the Contract Documents
relating to coordination of said Schedule with other Contractors."
1.07 UPDATING OF CONSTRUCTION SCHEDULE/PROGRESS REPORTS
A. On or about the dates specified but prior to the monthly Application for Payment, the
CONTRACTOR shall arrange for its project manager and superintendent to meet at
project site with the PROGRAM MANAGER to review CONTRACTOR's report of actual
progress prepared by the CONTRACTOR. Said report shall set forth up-to-date and
accurate progress data, shall be based upon the CONTRACTOR's best judgment and
shall be prepared by the CONTRACTOR in consultation with all principal subcontractors
and suppliers.
B. The progress report of the CONTRACTOR shall show the activities or portions of
activities, completed during the reporting period, the actual start and finish dates for
these activities, remaining durations and/or estimated completion dates for activities
currently in progress.
C. The CONTRACTOR shall produce a computerized update work sheet for completion
as a part of this process.
D. The CONTRACTOR shall submit a narrative report with the updated progress
analysis which shall include, but not be limited to a description of problem areas, current
and anticipated delaying factors and their impact, explanations of corrective actions
taken or planned, any newly planned activities or changes in sequence, and proposed
logic for a Recovery Schedule, if required, as further described herein. The report shall
also include:
1. A narrative describing actual WORK accomplished during the reporting period;
2. A list of major construction equipment used on the WORK during the reporting
period and any construction equipment idle during the reporting period;
3. The total number of men by craft actually engaged in the WORK during the
reporting period, with such total stated separately as to office, supervisory, and
field personnel;
4. A manpower and equipment forecast for the succeeding thirty (30) days,
stating the total number of men by craft, and separately stating such total as to
office, supervisory and field personnel;
5. A list of CONTRACTOR supplied materials and equipment, indicating current
availability and anticipated jobsite delivery dates;
6. Changes or additions to supervisory personnel since the preceding progress
report.
E. The CONTRACTOR will provide computer reports and monthly reports thereafter, in
accordance with the following:
1. Schedule Reports: Initial and subsequent Schedule Reports will contain the
following minimum information for each activity:
a. Activity number, description and estimated duration in days;
b. Early and late finish dates;
c. Percentage of each activity competed as of each report;
d. Remaining float/days behind schedule;
e. Responsibility for activity. Actual start and finish dates shall be
indicated for each activity, as appropriate. Dummies and completed
activities will be omitted from remaining Float and late Start Sorts.
F. The CONTRACTOR shall be solely responsible for expediting the delivery of all
materials and equipment to be furnished so that the progress of construction shall be
maintained according to the currently accepted Construction Schedule for the WORK.
The CONTRACTOR shall notify the PROGRAM MANAGER in writing, and in a timely
and reasonable manner, whenever the CONTRACTOR determines or anticipates that
the delivery date of any material or equipment to be furnished by the CONTRACTOR will
be later than the delivery date indicated by the Construction Schedule, or required
consistent with the completion requirements of this Contract, subject to schedule
updates as herein provided.
G. The CONTRACTOR shall ensure that the critical path runs through on-site activities
and that off-site activity do not control the critical path of the Construction Schedule.
1.08 INITIAL PROGRESS PAYMENT
A. The completed Construction Schedule, including the Schedule of Values, will be
required for each Application for Payment. However, one initial provisional progress
payment may be payable in the sole discretion of the COUNTY if it determines the
CONTRACTOR is complying with these Schedules and Reports provisions during the
development of the Construction Schedule and Schedule of Values as required herein.
However, no more than one Application for Payment will be approved until all of the
requirements of these Schedules and Reports provisions have been met.
1.09 RECOVERY SCHEDULE
A. Should the updated Construction Schedule show at any time during CONTRACTOR's
performance, in the sole opinion of the PROGRAM MANAGER, that the CONTRACTOR
is fourteen (14) or more days behind schedule for any Specific Date, the CONTRACTOR
shall prepare a Recovery Schedule at no additional cost to the COUNTY (unless the
COUNTY is solely responsible for the event or occurrence which has caused the
schedule slippage) explaining and displaying how the CONTRACTOR Intends to
reschedule its WORK to regain compliance with the Construction Schedule during the
immediate subsequent pay period.
B. If the CONTRACTOR believes that all of the time can be recovered during the
subsequent pay period the CONTRACTOR will be permitted to prepare a Recovery
Schedule as set forth below. However, if the CONTRACTOR believes it will take more
than thirty (30) days to recover all of the lost time, it shall prepare and submit a request
for revision to the Construction Schedule and comply with all of the requirements for a
Schedule Revision.
1. The CONTRACTOR shall prepare and submit to the CONSULTANT a one-
month maximum duration Recovery Schedule, incorporating best available
information from subcontractors and others which will permit return to the
Construction Schedule at the earliest possible time. The CONTRACTOR shall
prepare a Recovery Schedule to the same level of detail as the Construction
Schedule for a maximum duration of one month. This Recovery Schedule shall
be prepared in coordination with other CONTRACTORs on the Project.
2. Within two (2) days after submission of Recovery Schedule to the
PROGRAM MANAGER, the CONTRACTOR shall participate in a conference to
review and evaluate the Recovery Schedule. Within two (2) days of conference,
the CONTRACTOR shall resubmit the Schedule with revisions necessitated by
the CONSULTANT's review for its PROGRAM MANAGER review and
acceptance. The CONTRACTOR shall use the approved Recovery
Schedule as its plan for returning to the Construction Schedule.
3. The CONTRACTOR shall confer continuously with the PROGAM MANAGER
to assess the effectiveness of the Recovery Schedule. As a result of these
conferences, the PROGAM MANAGER may require the CONTRACTOR to
pertain the following:
a. If the PROGAM MANAGER determines that the CONTRACTOR is still
behind schedule, the PROGAM MANAGER may direct the
CONTRACTOR to revise the schedule and comply with all of the
requirements of a Schedule Revision as stated herein and the other
requirements of the Contract Documents; however, nothing herein shall
limit in any way the rights and remedies of the COUNTY and the
PROGAM MANAGER as provided elsewhere in the Contract
Documents.
b. If the CONSTRUCTION PROGRAM MANAGER determines that the
CONTRACTOR has successfully complied with provisions of the
Recovery Schedule, the PROGRAM MANAGER may direct the
CONTRACTOR to return to the use of the approved Construction
Schedule.
1.10 SCHEDULE REVISIONS
A. Should the CONTRACTOR desire to or otherwise be required under the Contract
Documents to make modifications or changes in its method of operation, its sequence of
WORK or the duration of the activities in the Construction Schedule, it shall do so in
accordance with the requirements of the Contract Documents. Revisions to the
approved Construction Schedule must be approved in writing by the PROGRAM
MANAGER.
B. The CONTRACTOR shall submit requests for revisions to the Construction Schedule
to the CONSTRUCTION PROGRAM MANAGER, together with written rationale for
revisions and description of logic for rescheduling WORK and maintaining the Specific
Dates listed in the Contract Documents. Proposed revisions as acceptable to the
PROGRAM MANAGER and the COUNTY will be incorporated into the next update of
the Construction Schedule. The CONTRACTOR shall pay the COUNTY for costs
incurred by the PROGRAM MANAGER for the revisions.
C. If there are other Contractors in the vicinity of the Project, prior to the submission by
the CONTRACTOR of its proposed revisions to the Schedule, it shall meet with and gain
written approval of the other Contractors to make the revisions which shall be evidenced
by the signatures of said Contractors on the proposed schedule revisions. If accepted by
the CONSTRUCTION PROGRAM MANAGER and the COUNTY the revisions shall be
binding upon the CONTRACTOR and all other Contractors on the Project.
D. In submitting any schedule revision proposal to the PROGRAM MANAGER, the
CONTRACTOR shall submit therewith the following certification:
"The undersigned CONTRACTOR certifies that the proposed schedule revision to the
Construction Schedule, which comprised of the graphic network of activities displayed
on the sheets dated and of the computerized mathematical reports dated, is proposal for
the CONTRACTOR's schedule revision to the Construction Schedule as required by the
Contract Documents; and that said schedule revision is a true and accurate
representation of its plan to complete the WORK, including all Change Orders that are in
the CONTRACTOR's possession as of the foregoing date, and fully complies with the
requirements of the Contract Documents. The CONTRACTOR further certifies that it will
prosecute the WORK in accordance with this revised schedule, subject to any change
therein which is implemented in accordance with the Contract Documents;
and the undersigned certifies that it has met and coordinated with and obtained the
approval of said schedule revision from all other CONTRACTORs, as evidenced by their
signature thereon; and the CONTRACTOR further certifies that It has met and
coordinated with and obtained the approval of said schedule revision by all other
CONTRACTORs, as evidenced by their signature thereon; and the CONTRACTOR
further certifies it has fully complied with all of the requirements of the Contract
Documents relating to coordination of said Schedule with other CONTRACTORs."
1.11 FLOAT TIME
A. Float or slack time associated with one chain of activities is defined as amount of time
between the earliest start date and the latest start date, and/or between the earliest
finish date and the latest finish date for such activities, as calculated as part of the
Construction Schedule. Float or slack time shown on the Construction Schedule is not
for exclusive use or benefit of the COUNTY. The CONTRACTOR specifically agrees that
float time is to be used by the COUNTY and/or the CONSULTANT in conjunction with
their review activities and/or to resolve for any modification of the Specific Dates and/or
an extension of the Contract Time and/or a claim for additional compensation as a result
of any Project related problem.
B. At a minimum, the CONTRACTOR's schedule shall include a minimum often percent
(10%) of the Project's calendar day duration of float time, through the critical path and
throughout the Project duration.
1.12 CONTRACTOR'S ORGANIZATION
A. The CONTRACTOR shall maintain as part of its organization, or hire a subcontractor
with, a competent staff of sufficient size who are knowledgeable in the use, application
and implementation of CPM as required by the Contract Documents. It shall be the
responsibility of this staff to prepare input information for the Construction Schedule,
monitor progress, provide input for updating and revising logic diagrams when necessary
and otherwise assist the CONTRACTOR in fulfilling its obligations hereunder.
1.13 DEFAULT
A. Failure of the CONTRACTOR to substantially comply with the requirements of this
Section shall constitute a default by the CONTRACTOR of its obligations under this
Contract and shall be sufficient cause for termination of CONTRACTOR under the
General Terms & Conditions (Exhibit H, Article 18) of this Contract.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
SECTION 01340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. This section specifies the means of all submittals. All submittals, whether their final
destination is to the OWNER, CONSULTANT, or other representatives of the OWNER,
shall be directed through the PROGRAM MANAG ER. A general summary of the types of
submittals and the number of copies required is as follows:
Copies to the CONSULTANT Type of Submittal
8 Progress Schedule
8 Schedule of Payment Items
8 Shop Drawings
2 Certificates of Compliance
2 Warranties
2* Product Samples
* Unless otherwise required in the specific section where requested.
1.02 SUBMITTAL PROCEDURES
A. Transmit each submittal with a form acceptable to the CONSULTANT and/or
PROGRAM MANAGER, clearly identifying the Project, the CONTRACTOR, the
enclosed material, and other pertinent information specified in other parts of this section.
Identify variations from the Contract Documents and Product or system limitations which
may be detrimental to successful performance of the completed Work.
B. Revise and resubmit submittals as required, identify all changes made since previous
submittals. Resubmittals shall be noted as such.
C. Distribute copies of reviewed submittals to concerned parties. Instruct parties to
promptly report any inability to comply with provisions.
1.03 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B. General Conditions.
C. Designate in the construction schedule, or in a separate coordinated schedule, the
dates for submission and the dates that reviewed Shop Drawings, Product Data and
Samples will be needed.
1.04 PRODUCT DATA
A. The CONTRACTOR shall prepare submittals as follows:
1. Identify submittal with a specific Specifications Section, where the product is
specified.
2. Clearly mark each copy to identify pertinent products or models; delete
portions not applicable to the project.
3. Show performance characteristics and capacities.
4. Show dimensions and clearances required.
5. Show wiring or piping diagrams and controls.
B. In the case where Manufacturer's standard schematic drawings and diagrams are
submitted the CONTRACTOR shall:
1. Modify drawings and diagrams to delete information which is not applicable to
the work.
2. Supplement standard information to provide information specifically applicable
to the WORK.
1.05 SAMPLES
A. Where samples are required to be submitted for review and acceptance, these shall
be of sufficient size and quantity to clearly illustrate:
1. Functional characteristics of the product with integrally related parts and
attachment devices.
2. Full range of color, texture and pattern.
1.06 CONTRACTOR RESPONSIBILITIES
A. The contractor shall inform in writing Shop Drawings, Product Data and Samples
providers about submittal procedures, so that the submittal are prepared in orderly
manners.
B. The CONTRACTOR shall Review Shop Drawings, Product Data and Samples, and
make sure that each package Is identified with a specific Specifications Section, where
the product is specified, prior to submission.
C. Determine and verify:
1. Field measurements.
2. Field construction criteria.
3. Catalog numbers and similar data.
4. Conformance with specifications.
C. Coordinate each submittal with requirements of the work and of the Contract
Documents.
D. Notify the PROGRAM MANAGER/CONSULTANT in writing, at time of submission, of
any deviations in the submittals from the requirements of the Contract Documents.
Failure to properly notify the PROGRAM MANAGER of the deviation, whether the
submittal was approved or not, is cause for the owner's rejection and demand for its
removal and replacement In conformance the Contract Documents at no additional cost
to the owner.
E. Begin no fabrication or work which requires submittals until return of submittals with
the CONSULTANT's acceptance.
1.07 SUBMISSION REQUIREMENTS
A. The CONTRACTOR shall furnish to the CONSULTANT and/or PROGRAM
MANAGER for review, eight copies of each submittal. The term "Shop Drawing" as used
herein shall be understood to include detail design calculations, shop drawings,
fabrication and installation drawings, erection drawings, lists, graphs, catalog sheets,
data sheets, and similar items.
B. Normally, a separate transmittal form shall be used for each specific item or class of
material or equipment for which a submittal is required. Transmittal of a submittal of
various items using a single transmittal form will be permitted only when the items taken
together constitute a manufacturer's "package" or are so functionally related that
expediency indicates review of the group or package as a whole. A multiple-page
submittal shall be collated into sets, and each set shall be stapled or bound, as
appropriate, prior to transmittal to the CONSULTANT and/or PROGRAM MANAGER.
C. Except as may otherwise be indicated herein, the CONSULTANT and/or PROGRAM
MANAGER will return prints of each submittal to the CONTRACTOR with its comments
noted thereon, within thirty (21) calendar days following their receipt by the
CONSULTANT and/or PROGRAM MANAGER. It is considered reasonable that the
CONTRACTOR shall make a complete and acceptable submittal to the CONSULTANT
and/or PROGRAM MANAGER by the second submission of a submittal item. The
COUNTY reserves the right to withhold monies due the CONTRACTOR to cover
additional costs of the CONSULTANT's review beyond the second submittal. The
CONSULTANT's maximum review period for each submittal, as well as all resubmlttals,
will be 21 days per submittal. In other words, for a submittal that required two
resubmittals before it is complete, the maximum review period for that submittal could be
63 calendar days.
D. If 3 copies of a submittal are returned to the CONTRACTOR marked FURNISH AS
SUBMITTED, formal revision and resubmission of said submittal will not be required.
E. If 3 copies of a submittal are returned to the CONTRACTOR marked FURNISH AS
CORRECTED, formal revision and resubmission of said submittal will not be required.
F. If a submittal is returned to the CONTRACTOR marked "REVISE AND RESUBMIT,"
the CONTRACTOR shall revise said submittal and shall resubmit the required number of
copies of said revised submittal to the CONSULTANT and/or PROGRAM MANAGER
G. Fabrication of an item shall be commenced only after the CONSULTANT has
reviewed the pertinent submittals and the returned copies to the CONTRACTOR are
marked either "FURNISH AS SUBMITTED" or "FURNISH AS CORRECTED."
Corrections indicated on submittals shall be considered as changes necessary to meet
the requirements of the Contract Documents and shall not be taken as the basis for
changes to the contract requirements. If the CONTRACTOR chooses to proceed with
fabrication and/or shipment of any item prior to receipt of requisite acceptance, it does
so at its own risk.
H. All CONTRACTOR shop drawing submittals shall be carefully reviewed by an
authorized representative of the CONTRACTOR, prior to submission to the
CONSULTANT and/or PROGRAM MANAGER Each submittal shall be dated, signed,
and certified by the CONTRACTOR, as being correct and in strict conformance with the
Contract Documents. In the case of shop drawings, each sheet shall be so dated,
signed, and certified. No consideration for review by the DESIGN ENGINEER of any
CONTRACTOR submittals will be made for any Items which have not been so certified
by the CONTRACTOR. All non-certified submittals will be returned to the
CONTRACTOR without action taken by the CONSULTANT and/or PROGRAM
MANAGER, and any delays caused thereby shall be the total responsibility of the
CONTRACTOR. The DESIGN ENGINEER's review of CONTRACTOR's shop drawing
submittals shall not relieve the CONTRACTOR of the entire responsibility for the
correctness of details and dimensions. The CONTRACTOR shall assume all
responsibility and risk for any misfits due to any errors in CONTRACTOR's submittals.
The CONTRACTOR shall be responsible for the dimensions and the design of adequate
connections and details.
I. Shop Drawing Distribution: Shop drawings shall be reviewed by the DESIGN
ENGINEER and marked either as "FURNISH AS SUBMITTED, "FURNISH AS
CORRECTED," or "REVISE AND RESUBMIT." The distribution of processed shop
drawings shall be as follows:
1. Shop drawings marked "FURNISH AS SUBMITTED" or 'FURNISH AS
CORRECTED":
a. Three (3) copies returned to CONTRACTOR
b. Two (2) copies transmitted to the COUNTY
c. Two (2) copies to remain with the CONSULTANT
d. One (1) copy for the PROGRAM MANAGER.
2. Shop drawings marked "REVISE AND RESUBMIT":
a. Two (2) copies returned to CONTRACTOR
b. Two (2) copies remain with the CONSULTANT.
c. One (1) copy for the PROGRAM MANAGER.
d. Three (3) copies to be discarded.
L. Submittals shall contain:
1. The date of submission and the dates of any previous submissions.
2. The Project title and Project number.
3. Contract identification.
4. The names of:
a. CONTRACTOR
b. Supplier
c. Manufacturer
5. Identification of the product, with the specification section number and/or
drawing.
6. Field dimensions, clearly identified as such.
7. Relation to adjacent or critical features of the work or materials.
8. Applicable standards, such as ASTM or Federal Specification numbers.
9. Identification of deviations from the Contract Documents.
10. Identification of revisions on resubmittals.
11. An 8" x 3" blank space for CONTRACTOR and CONSULTANT's review
stamps.
12. CONTRACTOR's stamp, initialed or signed, certifying to review of submittal,
verification of products, field measurements and field construction criteria, and
coordination of the information within the submittal with requirements of the work
and of the Contract Documents.
1.08 RESUBMISSION REQUIREMENTS
A. Make any corrections or changes in the submittals required by the CONSULTANT
and resubmit until approved.
B. Shop Drawings and Product Data:
1. Revise initial drawings and/or data, and resubmit as specified for the initial
submittal.
2. Indicate any changes which have been made other than those requested by
the CONSULTANT.
C. Samples: Submit new samples as required for initial submittal.
1.09 DISTRIBUTION
A. The CONTRACTOR shall distribute reproduction of Shop Drawings and copies of
Product Data which carry the CONSULTANT's stamp of approval to:
1. Job site file.
2. Record Documents file.
3. Other affected contractors.
4. Subcontractors
5. Supplier or Fabricator.
B. The CONTRACTOR shall distribute samples which carry the CONSULTANT's stamp
of approval.
1.10 CONSULTANT DUTIES
A. Receive submittals from the CONSULTANT and/or PROGRAM MANAGER.
B. Review submittals with reasonable promptness and In accord with schedule.
C. Affix stamp and initials or signature, and Indicate requirements for resubmittals, or
acceptance of submittal.
D. Return submittals to the CONSULTANT and/or PROGRAM MANAGER for forwarding
to the CONTRACTOR.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
SECTION 01380 - CONSTRUCTION PHOTOGRAPHY
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall employ a competent photographer, as approved by the
County, to take construction record aerial photographs on a monthly basis during the
cou rse of the work.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Summary of Work.
B. Project Record Documents.
1.03 PHOTOGRAPHY REQUIRED
A. Provide aerial photographs taken on cutoff date for each scheduled application for
Payment and digital photography as delineated hereinafter.
B. Provide five prints of each view.
C. Negatives.
1. Remain property of photographer.
2. Require that photographer maintain negatives for a period of two years from
Date of Substantial Completion of the entire Project.
3. Photographer shall agree to furnish additional prints to the COUNTY and the
CONSULTANT at commercial rates applicable at time of purchase.
1.04 COSTS OF PHOTOGRAPHY
A. The CONTRACTOR shall pay costs for specified aerial photography and prints, the
cost of which shall be included in the bid items of the Schedule of Price Bid. No separate
payment will be made to the CONTRACTOR for construction photography. Parties
requiring additional photography or prints will pay photographer directly.
PART 2 - PRODUCTS
2.01 PRINTS
A. Color:
1. Paper: Single weight, color print paper.
2. Finish: Smooth surface, glossy.
3. Size: 8-inch x 10-lnch.
B. Identify each print on back, listing:
1. Name of Project.
2. Specific Location.
3. Date and time of exposure.
4. Name and address of photographer.
5. Photographer's numbered identification of exposure.
PART 3 - EXECUTION
3.01 TECHNIQUE
A. Factual presentation.
B. Correct exposure and focus.
1. High resolution and sharpness, minimum of 300 pixels-per-inch (ppi).
2. Maximum depth-of-field.
3. Minimum distortion.
3.02 VIEWS REQUIRED
A. Monthly digital photograph from locations that adequately illustrate condition of
construction and state of progress.
B. Photographs shall include aerial photograph showing the entire construction area.
3.03 DELIVERY OF PRINTS
A. Delivery of prints to the CONSULTANT and/or PROGRAM MANAGER to accompany
each Application for Payment.
B. Distribution of prints, as soon as processed, is anticipated to be as follows:
1. COUNTY (one set).
2. PROGRAM MANAGER (one set)
3. CONTRACTOR (one set).
4. CONSULTANT (two sets).
3.04 MEASUREMENT AND PAYMENT
A. There shall be no special measurement or payment for the work under this section; it
shall be included in the base bid price as part of MOBILIZATION.
- END OF SECTION -
SECTION 01400 - QUALITY CONTROL
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. Specific quality control requirements for the WORK are indicated throughout the
Contract Documents. The requirements of this Section are primarily related to
performance of the WORK beyond furnishing of manufactured products. The term
"Quality Control" includes inspection, sampling and testing, and associated
requirements.
1.02 INSPECTION AT PLACE OF MANUFACTURE
A. Unless otherwise indicated, all products, materials, and equipment shall be subject to
inspection by a COUNTY Representative at the place of manufacture.
B. The presence of the COUNTY Representative at the place of manufacturer, however,
shall not relieve the CONTRACTOR of the responsibility for furnishing products,
materials, and equipment which comply with all requirements of the Contract
Documents. Compliance is a duty of the CONTRACTOR, and said duty shall not be
avoided by any act or omission on the part of the CONSULTANT.
1.03 SAMPLING AND TESTING
A. Unless otherwise indicated, all sampling and testing shall be in accordance with the
methods prescribed in the current standards of the ASTM, as applicable to the class and
nature of the article or materials considered; however, the COUNTY reserves the right to
use any generally-accepted system of sampling and testing which, in the opinion of
the CONSULTANT will insure the COUNTY that the quality of the workmanship is In full
accord with the Contract Documents.
B. Any waiver by the COUNTY of any specific testing or other quality assurance
measures, whether or not such waiver is accompanied by a guarantee of substantial
performance as a relief from the specified testing or other quality assurance
requirements as originally specified, and whether or not such guarantee is accompanied
by a performance bond to assure execution of any necessary corrective or remedial
WORK, shall not be construed as a waiver of any requirements of the Contract
Documents.
C. Notwithstanding the existence of such waiver, the CONSULTANT reserves the right
to make independent investigations and tests, and failure of any portion of the WORK to
meet any of the requirements of the Contract Documents, shall be reasonable cause for
the CONSULTANT to require the removal or correction and reconstruction of any such
work in accordance with the General Conditions.
1.04 SITE INVESTIGATION AND CONTROL
A. The CONTRACTOR shall verify all dimensions in the field and shall check field
conditions continuously during construction. The CONTRACTOR shall be solely
responsible for any inaccuracies built into the Work due to its failure to comply with this
requirement.
B. The CONTRACTOR shall inspect related and appurtenant Work and shall report in
writing to the CONSULTANT and/or PROGRAM MANAGER any conditions which will
prevent proper completion of the Work. Failure to report any such conditions shall
constitute acceptance of all site conditions, and any required removal, repair, or
replacement caused by unsuitable conditions shall be performed by the CONTRACTOR,
at its expense, within the scope of the Project.
1.05 OBSERVATION AND TESTING
A. The COUNTY will employ and pay for the services of an independent testing
laboratory for specified testing as specified by the CONSULTANT as noted in the
Section entitled "Testing Laboratory Services".
B. The work or actions of the testing laboratory shall in no way relieve the
CONTRACTOR of its obligations under the Contract. The laboratory testing work will
include such observations and testing required by the Contract Documents, existing
laws, codes, ordinances, etc. The testing laboratory will have no authority to change the
requirements of the Contract Documents, nor perform, accept or approve any of the
CONTRACTOR's Work.
C. The CONTRACTOR shall allow the CONSULTANT and/or PROGRAM MANAGER
and CONSULTANT ample time and opportunity for field observation and testing
materials and equipment to be used In the Work. The CONTRACTOR shall advise the
CONSULTANT and/or PROGRAM MANAGER promptly upon placing orders for
materials and equipment so that arrangements may be made, if desired, for observation
before shipment from the place of manufacture. The CONTRACTOR shall at all times
furnish the COUNTY and its representatives, proper time for inspecting and testing
materials, equipment, and workmanship. The CONTRACTOR must anticipate that
possible delays may occur in the execution of its work due to the necessity of materials
and equipment being inspected and accepted for use. The CONTRACTOR shall furnish,
at its own expense, all samples of materials required by the CONSULTANT for testing,
and shall make its own arrangements for providing water, electric power, or fuel for the
various observations and tests of structures, equipment, and appurtenances.
D. The COUNTY will bear the cost of all tests, observations, or investigations
undertaken by order of the CONSULTANT for the purpose of determining conformance
with the Contract Documents if such tests, observations, or investigations are not
specifically required by the Contract Documents, and if conformance is ascertained
thereby. Whenever nonconformance is determined by the COUNTY as a result of such
tests, observations, or investigations, the CONTRACTOR shall bear the full cost of any
additional tests and investigations, which are ordered by the COUNTY to ascertain
subsequent conformance with the Contract Documents.
1.06 RIGHT OF REJECTION
A. The CONSULTANT and/or PROGRAM MANAGER, acting for the COUNTY, shall
have the right, at all times and places, to reject any articles or materials to be furnished
hereunder which, in any respect, fail to meet the requirements of the Contract
Documents, regardless of whether the defects in such articles or materials are detected
at the point of manufacture or after completion of the Work at the site. If the COUNTY or
its representative, through an oversight or otherwise, has accepted materials or Work
which is defective or which is contrary to the Contract Documents, such materials, no
matter in what stage or condition of manufacture, delivery, or erection, may be
subsequently rejected by the COUNTY.
B. The CONTRACTOR shall promptly remove rejected articles or materials from the site
of the Work after notification of rejection. All costs of removal and replacement of
rejected articles or materials as specified herein shall be borne by the CONTRACTOR.
1.07 OTHER CONSTRUCTION CONSIDERATIONS
A. Cutting and Patching: The CONTRACTOR shall perform all cutting and patching of
the Work that may be required to make its several parts come together properly and fit it
to receive or be received by such other work as specified in the Section entitled "Cutting
and Patching".
B. Weather Conditions: Work that may be affected by inclement weather shall be
suspended until proper conditions prevail. In the event of impending storms, the
CONTRACTOR shall take necessary precautions to protect all work, materials and
equipment from exposure. If requested by the CONSULTANT and/or PROGRAM
MANAGER, the CONTRACTOR shall submit a preparedness plan for review and
approval by the CONSULTANT and/or PROGRAM MANAGER. The CONTRACTOR
shall include one day per month for weather conditions.
1. Contractor shall submit during the Pre-Construction Meeting a "Storm
Preparedness Plan" to the COUNTY, CONSULTANT and/or PROGRAM
MANAGER.
C. Fire Protection: The CONTRACTOR shall take all necessary precautions to prevent
fires at or adjacent to the Work, including its own buildings and trailers. Adequate fire
extinguishers and hose line stations shall be provided throughout the work area.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.01 INSTALLATION
A. Inspection: The CONTRACTOR shall inspect materials or equipment upon the arrival
on the job site and immediately prior to installation, and reject damaged and defective
items.
B. Measurements: The CONTRACTOR shall verify measurements and dimensions of
the WORK, as an integral step of starting each installation.
C. Manufacturer's Instructions: Where installations include manufactured products, the
CONTRACTOR shall comply with manufacturer's applicable instructions and
recommendations for installation, to whatever extent these are more explicit or more
stringent than applicable requirements indicated in the Contract Documents.
- END OF SECTION -
SECTION 01410 - TESTING LABORATORY SERVICES
PART 1 - GENERAL
1.01 THE REQUIREMENTS
A. The COUNTY will employ and pay for the services of an Independent Testing laboratory to
perform certain specified testing. All other required testing services under the Contract
Documents shall be provided and paid for by the CONTRACTOR.
B. The CONTRACTOR shall cooperate with the COUNTY hired laboratory to facilitate the
execution of its required services.
C. Employment of the laboratory by the COUNTY for specific testing shall In no way relieve the
CONTRACTOR from its obligations to perform the work of the Contract as specified.
D. The COUNTY shall pay only for initial testing. The cost of any retesting necessitated by
failure of materials or methods shall be deducted from the CONTRACTOR's monthly
payment request.
E. The following tests may be directed by the COUNTY, as it deems necessary. In no way shall
the County's independent testing relieve the CONTRACTOR of its responsibility to provide
and pay for any testing required by Contract.
1. Density.
2. Proctor.
3. LBR.
4. Carbonate Content.
5. Gradation.
6. Plastic Index and Liquid Limit.
7. Organic Content.
8. Concrete Compressive Strength and Slump.
9. Asphalt Extraction.
F. The CONTRACTOR shall pay for all other testing including but not limited to infiltration,
bacteriological and pressure testing.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B. General Conditions.
1.03 QUALIFICATION OF LABORATORY
A. Meet "Recommended Requirements for Independent Laboratory Qualification",
published by American Council of Independent Laboratories.
B. Meet basic requirements of ASTM E-329.
C. Authorized to operate in the State of Florida.
D. Submit copy of report of inspection of facilities made by Materials Reference Laboratory
of Natural 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 natural physical constants.
1.04 LABORATORY DUTIES
A. Cooperate with the CONSULTANT and/or PROGRAM MANAGER and the
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 the Contract Documents.
C. Promptly notify the CONSULTANT and/or PROGRAM MANAGER and the
CONTRACTOR of observed irregularities and/or deficiencies of work and/or products.
D. Promptly submit written report of each test and inspection; two copies to the
CONSULTANT and/or PROGRAM MANAGER, COUNTY and one copy to
the CONTRACTOR. Each report shall include:
1. Date issued.
2. Project title, number and Parcel 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.
7. Date of test.
8. Identification of fill 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 the Contract Documents.
12. Interpretation oftest results, when requested by the CONSULTANT and/or
PROGRAM MANAGER.
E. Perform additional tests as required by the CONSULTANT and/or PROGRAM
MANAGER.
1.05 LIMITATION OF AUTHORITY OF TESTING LABORATORY
A. Laboratory is not authorized to:
1. Release, revoke, alter or enlarge on requirements of the 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, provide access to work.
B. Secure and deliver to the laboratory adequate quantities of representational 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. Furnish copies of Products test reports as required.
E. 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 of test samples.
F. Notify laboratory sufficiently, as agreed between the CONSULTANT and/or PROGRAM
MANAGER and the CONTRACTOR, in advance of operations to allow for laboratory
assignment of personnel and scheduling of tests.
1. When tests or inspections cannot be performed after such notice, reimburse the
COUNTY for laboratory personnel and travel expenses incurred due
to CONTRACTOR's negligence.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
SECTION 01505 - MOBILIZATION, SITE PREPARATION AND DEMOBILIZATION
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The Work specified in this Section consists of all Work necessary to move in personnel
and equipment and prepare the site for construction, complete and to remove the same
personnel and equipment from the site when construction is complete.
B. Mobilization shall include the obtaining of all permits needed for construction; moving onto
the site of all equipment; temporary buildings, and other construction facilities; and
implementing security requirements; all as required for the proper performance and completion
of the WORK. Mobilization shall include the following principal items as may be required for
prosecution of the work:
1. Moving on to the site of all CONTRACTOR's equipment required for first month
operations.
2. Installing temporary construction power, wiring, and lighting facilities.
3. Developing construction water supply.
4. Providing field office trailers or other arrangements for the CONTRACTOR,
complete with all specified furnishings and utility services including telephones,
telephone appurtenances, and copying machine.
5. Providing all on-site communication facilities, including telephones, facsimile,
email, internet, and radio pagers.
6. Providing on-site sanitary facilities and potable water facilities.
7. Arranging for and erection of CONTRACTOR's work and storage yard.
8. Obtaining all required permits.
9. Having all OSHA required notices and establishment of safety programs.
10. Having the CONTRACTOR's superintendent at the job site full time.
11. Submitting initial submittals as indicated in the section entitled "Schedules and
Reports".
12. Audio-Visual preconstruction record as described in the section entitled
"Summary of Work".
1.02 PAYMENT FOR MOBILIZATION
A. The CONTRACTOR's attention is directed to the condition that no payment for
mobilization or any part thereof will be approved for payment under the Contract until all
mobilization items listed above have been completed as specified.
PART 2 - PRODUCTS
2.01 TEMPORARY UTILITIES
A. The CONTRACTOR shall provide all temporary facilities required for performing the
Work as specified in Section entitled "Temporary Utilities".
PART 3 - EXECUTION
3.01 LAYOUT
A. The CONTRACTOR shall set up construction facilities in a neat and orderly manner. It
shall accomplish all required Work in accordance with applicable portions of these
specifications and shall confine its operations to Work areas within the right-of-way, unless
it makes provisions for otherwise, at its own expense.
3.02 DEMOBILIZATION
A. At the completion of Work the CONTRACTOR shall remove its personnel, equipment,
and temporary facilities from the site in a timely manner. The CONTRACTOR shall also
be responsible for transporting all unused materials belonging to the COUNTY to a place of
storage on site designated by the CONSULTANT and/or PROGRAM MANAGER and for
removing from the site and disposing of all other materials and debris resulting from the
construction. It shall then return all areas used for its activities to, its pre-existing condition,
or as otherwise agreed to in writing with the PROGRAM MANAGER.
- END OF SECTION -
SECTION 01510 - TEMPORARY UTILITIES
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. It shall be the CONTRACTOR's responsibility to provide equipment that is adequate for
the performance of the Work under this Contract within the time specified. All equipment
shall be kept in satisfactory operating condition, shall be capable of safely and efficiently
performing the required Work, and shall be subject to review by the COUNTY's
representative at any time within the duration of the Contract. All Work hereunder shall
conform to the applicable requirements of the OSHA Standards for Construction.
B. The CONTRACTOR shall provide for utilities and services for its own operations. The
CONTRACTOR shall furnish, install, and maintain all temporary utilities during the contract
period, including removal upon completion of the Work.
1.02 POWER AND LIGHTING
A. Power: The CONTRACTOR shall provide all necessary power required for its operations
under the Contract, and shall provide and maintain all temporary power lines required to
perform the Work in a safe and satisfactory manner.
B. Lighting: All Work conducted at night or under conditions of deficient daylight shall be
suitably lighted to insure proper Work and to afford adequate facilities for inspection and
safe working conditions. Temporary lighting shall be maintained during nonworking
periods if the area is subject to access by the public or COUNTY personnel. Such temporary
lighting shall provide suitable illumination to match pre-construction conditions.
C. Electrical Connections: All temporary connections for electricity shall be subject to
review by the CONSULTANT and the power company representative, and shall be
removed in like manner at the CONTRACTOR's expense prior to final acceptance of the
Work.
D. Separation of Circuits: Unless otherwise permitted by the CONSULTANT, circuits
separate from lighting circuits shall be used for all power purposes.
E. Construction Wiring: All wiring for temporary electric light and power shall be properly
installed and maintained and shall be securely fastened in place. All electrical facilities
shall conform to the requirements of Subpart K of the OSHA Safety and Health Standards
for Construction.
1.03 WATER SUPPLY
A. General: Except as noted otherwise, the CONTRACTOR shall make arrangements for
and pay for all costs for all water used for construction, and testing. The CONTRACTOR
shall provide and maintain all meters, piping, fittings, adapters, and valving required.
B. Potable Water: All drinking water on the site during construction shall be furnished by the
CONTRACTOR and shall be bottled water or water furnished in suitable dispensers.
C. Water Connections: The CONTRACTOR shall not make connection to, or draw water
from, any fire hydrant or pipeline without first obtaining permission of the authority having
jurisdiction over the use of said fire hydrant or pipeline and from the agency owning the
affected water system. For each such connection made, the COUNTY shall first furnish
and install to the fire hydrant or pipeline a valve and a meter, if required by the said
authority, of a size and type acceptable to said authority and agency. All costs to
provide noted installation shall be the responsibility of the CONTRACTOR.
D. Removal of Water Connections: Before final acceptance of the Work on the project, all
temporary connections and piping installed by the CONTRACTOR shall be entirely
removed, and all affected improvements shall be restored to their original condition, or
better, to the satisfaction of the CONSULTANT and to the agency owning the affected
utility.
E. Fire Protection: The construction, and all other parts of the Work shall be connected with
the CONTRACTOR's water supply system and shall be adequately protected against
damage by fire. Hose connections and hose, water casks, chemical equipment, or other
sufficient means shall be provided for fighting fires in the temporary structures and other
portions of the Work, and responsible persons shall be designated and instructed in the
operation of such fire apparatus so as to prevent or minimize the hazard of fire. The
CONTRACTOR's fire protection program shall conform to the requirements of Subpart F of
the OSHA Standards for Construction and all local Fire Department Requirements.
1.04 TEMPORARY SANITARY FACILITIES
A. The CONTRACTOR shall provide and maintain adequate and clean sanitary facilities for
the construction work force and visitors. Temporary holding tank with disposal service
facilities and system maintenance shall be provided for the field offices furnished under this
Contract in accordance with all local regulatory requirements. The CONTRACTOR shall
have unit responsibility for the complete design, installation and operation of its temporary
sanitary facilities and shall secure all necessary permits for same. At the completion of the
project, the subject facilities shall be removed by the CONTRACTOR, subject to review
and acceptance by the COUNTY.
1.05 CONFINED SPACES
A. The CONTRACTOR shall provide and maintain a safe working environment in confined
spaces. The CONTRACTOR shall follow the applicable requirements of the OSHA
Standards for Construction and NIOSH Publications for working in confined spaces.
1.06 TEMPORARY VENTILATION
A. The CONTRACTOR shall provide and maintain adequate ventilation for a safe working
environment. In addition, forced air ventilation shall be provided for the curing of installed
materials, humidity control and the prevention of hazardous accumulations of dust, gases
and/or vapors.
PART 2 - PRODUCTS (Not Used)
01510-3
PART 3 - EXECUTION (Not Used)
- END OF SECTION -
SECTION 01520 - CONSTRUCTION AIDS
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall furnish, install and maintain required construction aids and
remove them upon completion of the WORK.
1.02 RELATED REQUIREMENTS
A. All applicable sections of the Specifications.
B. General Conditions.
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 CONSTRUCTION AIDS
A. The CONTRACTOR shall provide construction aids and equipment required by
personnel and to facilitate execution of the WORK; shorings, scaffolds, staging, ladders,
stairs, ramps, runways, platforms, railings, hoists, cranes, chutes and other such
facilities and equipment.
1. Refer to respective sections for particular requirements for each trade.
2. Provide protective coverings for finished surfaces.
B. Maintain facilities and equipment in first-class condition.
PART 3 - EXECUTION
3.01 PREPARATION
A. The CONTRACTOR shall review site conditions and factors which affect construction
procedures and construction aids including adjacent properties and public facilities which
may be affected by execution of the WORK.
3.02 GENERAL
A. Comply with applicable requirements at all divisions of these specifications as required.
3.03 REMOVAL
A. Completely remove temporary materials, equipment and services:
1. When construction needs can be met by use of permanent construction.
2. At completion of project.
B. Repair damage caused by installation or by use of temporary facilities.
1. Remove foundations and underground installations for construction aids.
2. Grade areas of site affected by temporary installations to required elevations and
slopes, and clean the area.
C. Restore permanent facilities used for temporary purposes to specified condition.
- END OF SECTION -
SECTION 01530 - PROTECTION OF EXISTING FACILITIES
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall protect all existing utilities and improvements not designated
for removal including, but not limited to, compliance with the requirements of Chapter
556, Florida Statutes (the Underground Facility Damage Prevention and Safety Act), as
same may be amended from time to time, 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 CONSULTANT.
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, communications, or electric transmission line; any fence;
or any other structure, nor shall the CONTRACTOR enter upon the rights-of-way involved
until having secured authority therefore 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, and/or structure and/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 of one contract may interfere with that of another, the
COUNTY shall determine the sequence and order of WORK to be performed by
different contractors. 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 COUNTY to the CONTRACTOR so
desiring, 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 suspension of the
WORK in the General Conditions.
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 surveyor 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
A. General: All paved areas including asphaltic concrete beams 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 is Installed. 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 as follows:
1. Pavement shall be restored at a minimum straight and parallel to the existing
trench line along the length of the trench, at a minimum of two feet beyond the
widest part of disturbed asphalt.
2. If final restored pavement falls within two feet of existing or proposed cuts, the
CONTRACTOR shall pave to the curb.
3. If disturbance is deemed by the CONSULTANT to be more than 75%, at
CONSULTANT's opinion, the CONTRACTOR shall resurface the entire lane,
including striping, as necessary.
D. Restoration of Sidewalks or Private Driveways: Wherever sidewalks and/or private roads
have been removed for purposes of construction, the CONTRACTOR shall place
suitable temporary sidewalks and/or roadways promptly after backfilling. CONTRACTOR
shall maintain them in satisfactory condition for the period of time fixed by the authorities
having jurisdiction over the affected portions before proceeding with the final restoration.
If no such period of times is so fixed, the CONTRACTOR shall maintain said temporary
sidewalks and/or roadways until the final restoration thereof has been made.
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 its 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. 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 remove and, without unnecessary delay, temporarily replace or
relocate such utility and/or improvement in a manner satisfactory to the CONSULTANT 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 utilities and/or improvements as nearly as possible to its former locations
and to as good or better condition than found prior to removal.
C. COUNTY's Right of Access: The right is reserved to the COUNTY and to the owners
of public utilities and franchises to enter at any time upon any public street, alley,
right-of-way, and/or easement for the purpose of making changes in their property made
necessary by the WORK of this Contract.
D. 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, at no additional cost to the
COUNTY.
E. 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 prior to excavation, a written report thereof shall be made immediately
to the CONSULTANT. If directed by the COUNTY, repairs shall be made by
the CONTRACTOR under the provisions for changes and extra work contained in
Exhibit H, General Terms & Conditions, Article 10, Changes in The Work.
F. All costs of locating, repairing damage not due to failure of the CONTRACTOR to
exercise reasonable care, and removing or relocating such utility facilities not shown in the
Contract Documents with reasonable accuracy, and for equipment on the project which
was actually working on that portion of the work which was interrupted or idled by removal
or relocation of such utility facilities, and which was necessarily idled during such work will
be paid for as extra work in accordance with the provisions of the General Conditions.
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 and/or the COUNTY
and the CONSULTANT 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 COUNTY 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 the COUNTY. 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 COUNTY. Tree trimming and replacement shall be
accomplished in accordance with the following paragraphs.
B. Trimming: Symmetry of the tree shall be preserved; no stubs or splits or torn 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.
C. Replacement: The CONTRACTOR shall immediately notify the jurisdictional agency
and/or the CITY if any tree is damaged by the CONTRACTOR's operations. If, in the
opinion of said agency or the COUNTY, 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 the COUNTY.
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
Florida One Call System or equivalent, COLLIER COUNTY and any other agency having
jurisdiction, and shall provide notice in accordance with Chapter 556, Florida Statutes.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.01 GENERAL
A Install facilities in a neat and reasonable uniform appearance, structurally adequate for
required purposes.
B. Maintain sufficient barriers to secure the work during entire construction period.
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 the WORK areas.
B. Consult with COUNTY's Representative and remove agreed-on 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. Do not dump refuse or chemically injurious materials or liquids.
4. Do not allow 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
COUNTY'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 -
SECTION 01560 - TEMPORARY CONTROLS
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall provide and maintain methods, equipment, and temporary
construction, as necessary, to provide controls over environmental conditions at the
construction site and related area under CONTRACTOR's control. In addition, the
CONTRACTOR shall remove physical evidence of temporary facilities at the completion of
WORK.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B. General conditions.
1.03 NOISE CONTROL
A. The CONTRACTOR shall provide all necessary requirements for noise control during the
construction period.
1. Noise procedures shall conform to all applicable OSHA requirements and local
codes having jurisdiction on the work
2. Noise levels during night time hours shall not exceed 55 db measured at the
property line of a residence.
1.04 DUST CONTROL
A. The CONTRACTOR shall provide positive methods and apply dust control materials to
minimize raising dust from construction operations, and provide positive means to prevent
air-borne dust from dispersing into the atmosphere. The CONTRACTOR shall be
responsible for any damage resulting from any dust originating from its operations. The
dust abatement shall be continued until the CONTRACTOR is relieved of further
responsibilities by the CONSULTANT and/or PROGRAM MANAGER. No separate
payment will be allowed for dust abatement measures and all costs thereof shall be
included in the CONTRACTOR's Bid Price(s).
1.05 WATER CONTROL
A. The CONTRACTOR shall provide methods to control surface water to prevent damage
to the project, the site, or adjoining properties. These may include: control fill, grading
and ditching to direct surface drainage away from excavations, pits, tunnels and other
construction areas; and to direct drainage to proper runoff.
B. Provide, operate and maintain hydraulic equipment of adequate capacity to protect
surface and control water.
C. Dispose of drainage water in conformance with environmental regulations and in a
manner to prevent flooding, erosion, or other damage to any portion of the site or to
adjoining areas.
D. The COUNTY has obtained the SFWMD Environmental Resource Permit Modification,
SFWMD De-Watering Permit, FDEP Watermain, Forcemain, and Reclaimed Watermain
adjustment permits. The CONTRACTOR shall be responsible for any and all other permits
associated with the work. The CONTRACTOR shall procure all other required permits and pay
for those, and submit copies of receipts/permits to the CONSULTANT and/or PROGRAM
MANAG ER prior to commencing work in the affected area.
1.06 PEST CONTROL
A. The CONTRACTOR shall provide pest control as necessary to prevent infestation of
construction or storage areas.
1. Employ methods and use materials which will not adversely affect conditions at
the site and/or on adjoin ing properties.
2. Should the use of pesticides be considered necessary, submit an informational
copy of the proposed program to the COUNTY with copies to the CONSULTANT
and/or PROGRAM MANAGER. Clearly indicate:
a. The area or areas to be treated.
b. The pesticide to be used, with a copy of the manufacturer's printed
instructions.
c. The pollution preventative measures to be employed.
B. The use of any pesticide shall be in full accordance with the manufacturer's printed
instructions and recommendations.
1.07 RODENT CONTROL
A. The CONTRACTOR shall provide rodent control as necessary to prevent infestation of
construction or storage areas.
1. Employ methods and use materials which will not adversely affect conditions at
the site or on adjoining properties.
2. Should the use of rodenticide be considered necessary, submit an informational
copy of the proposed program to the COUNTY with copies to the CONSULTANT
and/or PROGRAM MANAGER. Clearly indicate:
a. The area or areas to be treated.
b. The rodenticide to be used, with a copy of the manufacturer's printed
instructions.
c. The pollution preventative measures to be employed.
B. The use of any rodenticide shall be in full accordance with the manufacturer's printed
instructions and recommendations.
1.08 DEBRIS CONTROL
A. The CONTRACTOR shall maintain all areas under CONTRACTOR's control free of
extraneous debris.
B. Initiate and maintain a specific program to prevent accumulation of debris at construction
site, storage and parking area, and along access roads and haul routes.
1. Provide containers for deposit of debris as specified in Section 01710 entitled
"Cleaning."
2. Prohibit overloading of trucks to prevent spillage on access and haul routes.
a. Provide periodic inspection of traffic areas to enforce requirements.
b. Provide cleaning at areas as required by the COUNTY.
C. Schedule periodic collections and disposal of debris as specified in Section 01710 -
Cleaning.
1. Provide additional collections and disposal of debris whenever the periodic
schedule is inadequate to prevent accumulation.
1.09 POLLUTION CONTROL
A. The CONTRACTOR shall provide methods, means and facilities required to prevent
contamination of soil, water or atmosphere by the discharge of noxious substances from
construction operations. The CONTRACTOR shall conform to all applicable Federal,
State, and local laws, including to those promulgated by the Florida Department of
Environmental Protection.
B. Provide equipment and personnel, perform emergency measures required to contain
any spillage, and to remove contaminated soils and/or liquids.
1. Excavate and dispose of any contaminated earth off-site and replace with suitable
compacted fill and topsoil.
C. Take special measures to prevent harmful substances from entering public waters.
1. Prevent disposal of wastes, effluents, chemicals, and/or other such substances
adjacent to streams or in sanitary or storm sewers.
D. Provide systems for control of atmospheric pollutants.
1. Prevent toxic concentrations of chemicals.
2. Prevent harmful dispersal of pollutants into the atmosphere.
1.10 EROSION CONTROL
A. The CONTRACTOR shall 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.
1. Hold the areas of bare soil exposed at one time to a minimum.
2. Provide temporary control measures such as beams, dikes and drains.
3. Provide silt screens as required to prevent surface water contamination.
B. Construct fills and waste areas by selective placement to eliminate surface silts or clays
which will erode.
C. Periodically inspect earthwork to detect any evidence of the start of erosion, apply
corrective measures as required to control erosion.
1.11 PRECAUTIONS DURING ADVERSE WEATHER
A. During adverse weather, and against the possibility thereof, the CONTRACTOR shall
take all necessary precautions so that the Work may be properly done and satisfactory
in all respects. When required, protection shall be provided by use of tarpaulins, wood
and building paper shelters, or other acceptable means. The CONTRACTOR shall be
responsible for all changes caused by adverse weather and to rectify them.
B. The COUNTY may suspend construction operations at any time when, in its judgment,
the conditions are unsuitable or the proper precautions are not being taken, whatever
the weather conditions may be, in any season.
1.12 HURRICANE AND STORM WARNINGS
A. The CONTRACTOR shall take all precautions necessary to protect the job site during
hurricane and storm watches and warnings. As required by the CONSULTANT and/or
PROGRAM MANAGER; the CONTRACTOR shall submit a hurricane preparedness plan
for review.
1.13 PERIODIC CLEANUP AND BASIC SITE RESTORATION
A. During construction, the CONTRACTOR shall regularly remove from the site all
accumulated debris and surplus materials of any kind which result from its operations.
Unused equipment and tools shall be stored at the CONTRACTOR's yard or base of
operations for the project.
B. The CONTRACTOR shall perform the cleanup work on a regular basis and as frequently
as required by the CONSULTANT and/or PROGRAM MANAGER per preconstruction
meeting proceedings or otherwise instructed. Basic site restoration in a particular area
shall be accomplished immediately following the installation or completion of the required
facilities in that area. Furthermore, such work shall also be accomplished, when required
by the CONSULTANT and/or PROGRAM MANAGER, If partially completed facilities must
remain incomplete for some time period due to unforeseen circumstances.
C. Upon failure of the CONTRACTOR to perform periodic clean-up and basic restoration of
the site to the CONSULTANT's and/or PROGRAM MANAGER's satisfaction, the
CONSULTANT and/or PROGRAM MANAGER, may, upon five days prior written notice to
the CONTRACTOR, employ such labor and equipment as it deems necessary for the
purpose, and all costs resulting there from shall be charged to the CONTRACTOR and
deducted from amounts of money that may be due for payment.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
SECTION 01570 - TRAFFIC REGULATIONS
PART 1 - GENERAL
1.01 THE REQUIREMENTS
A. The CONTRACTOR shall provide, operate and maintain equipment, services and
personnel for traffic control and protective devices, as required to expedite vehicular traffic
flow on haul routes, at site entrances, on-site access roads, and parking areas.
B. The CONTRACTOR shall remove temporary equipment and facilities when no longer
required and restore grounds to their original or specified condition.
C. There shall be no separate payment for work under this heading. All costs associated with
such work shall be included in the CONTRACTOR's Bid Price(s).
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B. General Conditions of the Contract.
C. Summary of Work.
D. Temporary Environmental Controls.
1.03 TRAFFIC SIGNALS BARRIERS AND SIGNS
A. The CONTRACTOR shall provide and operate traffic control and directional signals,
furnish all barriers and/or signs as required to direct and maintain an orderly flow of traffic
in all areas under the CONTRACTOR's control, and/or affected by CONTRACTOR's
operations, as required by jurisdictional agencies.
1.04 FLAG PERSON / OFF-DUTY POLICE OFFICER OVERSIGHT
A. The CONTRACTOR shall provide a "trained" flag person in accordance with FDOT
Standard Specifications for Road and Bridges, Section 102-3.2.4 or an off-duty police
officer when construction operations encroach on traffic lanes unless otherwise specifically
authorized by the COUNTY's Transportation Department. As a minimum, the CONTRACTOR
shall assume that oversight will be required.
1.05 FLARES AND LIGHTS
A. The CONTRACTOR shall provide flares and lights during periods of low visibility (as
required):
1. To clearly delineate traffic lanes and to guide traffic.
2. For use of flag-person in directing traffic.
B. The CONTRACTOR shall provide illumination of critical traffic and parking areas (as
required).
1. Maintain free vehicular access to and through parking areas.
2. Prohibit parking on or adjacent to access roads, or in non-designated areas.
3. During periods when the operations have impacted the existing lighting systems.
1.06 MAINTENANCE AND PROTECTION OF TRAFFIC
A. The CONTRACTOR shall provide all necessary traffic control devices to redirect,
protect, warn or maintain existing vehicular and pedestrian traffic during the course of
construction.
1.07 HAUL ROUTES
A. Consult with jurisdictional authorities, establish public thoroughfares which will be used
as haul routes and site access.
B. Confine construction traffic to designated haul routes.
C. Provide traffic control at critical areas of haul routes to expedite traffic flow, to minimize
interference with normal public traffic.
1.08 MEASUREMENT AND PAYMENT
A. There shall be no special measurement and payment for work under the section, it shall
be included In the CONTRACTOR's Bid Price(s).
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
SECTION 01580 - PROJECT IDENTIFICATION SIGNS
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall furnish, Install and maintain two (2) 4' x 8' project identification
signs.
B. The CONTRACTOR shall remove sign on completion of construction.
C. The CONTRACTOR shall allow no other signs to be displayed, except as may otherwise
by required by jurisdictional agencies.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B. General conditions.
1.03 PROJECT IDENTIFICATION SIGN
A. Two painted signs, with painted graphic content to include:
1. Title of project.
2. Name of the COUNTY.
3. Names and titles of:
a. The CONSULTANT.
b. Authorities and Titles.
4. General CONTRACTOR.
5. Funding sources (as may be appropriate)
6. Project logo sample as provided by the COUNTY on disk, to be added on sign by
the CONTRACTOR.
B. Graphic design, style of lettering, and colors: As per sample in EXHIBIT 1580-1.
C. Erect on the site at a location, as approved by the CONSULTANT and/or PROGRAM
MANAGER.
1.04 QUALITY ASSURANCE
A. Sign Painter: Professional experience in type of work required.
B. Finishes, Painting: Adequate to resist weathering and fading for scheduled construction
period.
PART 2 - PRODUCTS
2.01 SIGN MATERIALS
A. Structure and Framing: May be new or used, of wood or metal, structurally in sound
condition and adequate and suitable for work and specified finish.
B. Sign Surfaces: Exterior softwood plywood with medium density overlay, standard large
sizes to minimize joints.
C. Thickness: As required by standards to span framing members, to provide even, smooth
surface without waves and/or buckles.
D. Rough Hardware: Galvanized
E. Paint: Exterior quality.
1. Colors for structure, framing, sign surfaces and graphics: As per sample in EXHIBIT
PART 3 - EXECUTION
3.01 PROJECT IDENTIFICATION SIGN
A. Paint exposed surfaces of supports, framing and surface material; one coat of primer
and one coat of exterior paint.
B. Paint graphics in styles, sizes and colors selected.
3.02 MAINTENANCE
A. Maintain signs and supports in a neat, clean condition; repair damages to structure,
framing or sign immediately.
3.03 REMOVAL
A. Remove signs, framing, supports and foundations at completion of project.
3.04 MEASUREMENT AND PAYMENT
A. There shall be no special measurement or payment for the work under this section, it
shall be included in the base bid price.
- END OF SECTION -
SECTION 01590 -CONTRACTOR'S FIELD OFFICE
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall furnish, install and maintain temporary field offices for both the
CONTRACTOR and the CONSULTANT during the entire construction period at a site secured by the
CONTRACTOR. All field offices shall be located within 0.5 miles of the work boundaries or the
Project, unless otherwise occupied by the CONSULTANT and/or PROGRAM MANAGER.
B. The CONTRACTOR shall furnish, install and maintain storage and work sheds needed for
construction.
C. At completion of WORK, remove field offices, sheds and contents.
1.02 RELATED REQUIREMENTS
A. All applicable sections of the Specifications.
B. General conditions.
1.03 OTHER REQUIREMENTS
A. Prior to installation of offices and sheds, contact jurisdictional agencies for permitting and
installation requirements.
1.04 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with requirements of applicable Federal, State, and Local codes and regulations.
1.05 REQUIREMENTS FOR FACILITIES
A. Construction:
1. Structurally sound, weathertight, with floors raised above ground as required to avoid flooding.
2. Temperature transmission resistance: Compatible with occupancy and storage requirements.
3. At CONTRACTOR's option, portable or mobile buildings may be used.
A. Mobile homes, when used, shall be modified for office use.
B. CONTRACTOR's Office and RPR Facilities:
1. Size: As required for general use and to provide space for project meetings.
2. Lighting and temperature control.
3. Telephone, Fax and Internet Services: Separate lines, as required.
4. Furnishings in meeting area.
a. Conference table and chairs for at least eight persons.
b. Racks and files for project Record Documents in or adjacent to the meeting area.
5. Other furnishings: CONTRACTOR's option.
6. One ten inch outdoor-type thermometer.
1.06 USE OF EXISTING FACILITIES
A. Existing facilities at the site shall not be used for field offices or for storage.
1.07 USE OF PERMANENT FACILITIES
A. Permanent facilities shall not be used for field offices or for storage.
PART 2 - PRODUCTS
2.01 MATERIALS, EQUIPMENT, FURNISHINGS
A. May be new or used, but must be serviceable, adequate for required purpose, and must comply
with applicable codes or regulations.
PART 3 - EXECUTION
3.01 PREPARATION
A. Fill and grade sites for temporary structures to provide surface drainage.
3.02 INSTALLATION
A. Construct temporary field office on proper foundations, provide connections for utility services.
1. Secure portable or mobile buildings In accordance with applicable State of Florida, City and/or
County Building Department requirements.
2. Provide steps and landings at entrance doors.
3. Provide at least one entrance and other facilities handicapped accessible.
B. Mount thermometer at convenient outside location, not in direct sunlight.
3.03 MAINTENANCE AND CLEANING
A. Provide periodic maintenance and cleaning for temporary structures, furnishings, equipment and
services.
3.04 REMOVAL
A. Remove temporary field offices, contents and services at a time no longer needed; in any case
prior to FINAL INSPECTION of the project.
B. Remove foundations and debris; grade site to required elevations and clean the areas; and
otherwise restore site to pre-existing condition or as indicated in the Contract Documents.
3.05 MEASUREMENT AND PAYMENT
A. There shall be no special measurement or payment for the work under this section; it shall be
included under the Base Bid Item for mobilization.
- END OF SECTION -
SECTION 01600 - MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall ensure that all material and equipment incorporated into the
work:
1. Conform to applicable specifications and standards.
2. Comply with size, make, type, quantity and quality specified, or as specifically
approved in writing by the CONSULTANT.
3. Manufactured and fabricated products:
a. Design, fabricate and assemble in accord with the best engineering and
shop practices.
b. Manufacture like parts of duplicate units to standard sizes and gauges to
be interchangeable.
c. Two or more items of the same kind shall be identical, by the same
manufacturer.
d. Products shall be suitable for service conditions.
e. Equipment capacities, sizes and dimensions shown or specified shall be
adhered to unless variations are specifically approved in writing.
4. Do not use material or equipment for any purpose other than that for which it is
designed or is specified.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. General conditions of the Contract.
B. All applicable sections of the Specifications.
1.03 MANUFACTURER'S INSTRUCTIONS
A. When Contract Documents require that installation of work shall comply with
manufacturer's printed instructions, the CONTRACTOR shall obtain and distribute copies
of such instructions to parties involved in the installation, including two copies to the
PROGRAM MANAGER. In addition, the CONTRACTOR shall maintain one set of
complete instructions at the job site during installation and until completion.
B. Handle, install, connect, clean, condition and adjust products in strict accordance with
such instructions and in conformity with specified requirements.
1. Should job conditions or specified requirements conflict with manufacturer's
instructions, consult with the CONSULTANT for further instructions.
2. Do not proceed with work without clear instructions.
C. Perform work in accord with manufacturer's instructions. Do not omit any preparatory
step or installation procedure unless specifically modified or exempted by the Contract
Documents.
1.04 TRANSPORTATION AND HANDLING
A. The CONTRACTOR shall arrange deliveries of products in accordance with construction
schedules, coordinate to avoid conflict with work and conditions at the site. Products shall
be delivered to the job site on "as needed" basis.
1. Deliver products in undamaged condition, in manufacturer's original containers or
packaging, with identifying labels intact with legible markings.
2. Immediately upon delivery, inspect shipments to assure compliance with
requirements of the Contract Documents and approved submittals, and that
products are properly protected and undamaged.
3. Pipe and materials shall not be strung out along installation routes for longer than
forty-eight (48) hours prior to installation. However, the CONTRACTOR is to
make sure that driveways to the NEIGHBORING residential and/or commercial
properties cannot be obstructed.
B. Provide equipment and personnel to handle products by methods to prevent soiling
and/or damage to products as well as packaging when applies.
C. Coordinate deliveries to avoid conflict with Work and conditions at site:
1. Work of other contractors, and/or the COUNTY.
2. Limitations of storage space.
3. Availability of equipment and personnel for handling products.
4. COUNTY's use of premises.
D. Deliver products in undamaged condition in original containers or packaging, with
identifying labels intact and legible.
E. Partial deliveries of component parts of equipment shall be clearly marked to identify the
equipment, to permit easy accumulation of parts and to facilitate orderly assembly.
F. Immediately on delivery, inspect shipment to assure:
1. Product complies with requirements of the Contract Documents and reviewed
submittals.
2. Quantities are correct.
3. Containers and packages are intact and labels are legibie.
4. Products are properly protected and undamaged.
G. Provide equipment and personnel necessary to handle products, including those
provided by the COUNTY, by methods to prevent soiling and/or damage to products as
well as packaging when applies.
H. Provide additional protection during handling as necessary to prevent scraping, marring
or otherwise damaging products or surrounding surfaces.
I. Handle products by methods to prevent bending or overstressing.
J. Lift heavy components only at designated lifting points.
1.05 STORAGE
A. The CONTRACTOR shall store products in accord with manufacturer's instructions, with
seals and labels intact and legible.
1. Store products subject to damage by the elements in weathertight enclosures.
2. Maintain temperature and humidity within the ranges required by manufacturer's
instructions.
3. Store unpacked products on shelves, in bins or in neat piles, accessible for
inspection.
B. Exterior Storage:
1. Provide substantial platforms, blocking or skids to support fabricated products
above ground, prevent soiling or staining. Cover products, subject to discoloration
and/or deterioration from exposure to the elements, with impervious sheet
coverings. Provide adequate ventilation to avoid condensation.
2. Store loose granular materials on solid surface such as paved areas, or provide
plywood or sheet materials to prevent mixing with foreign matter.
a. Provide surface drainage to prevent flow or ponding of rainwater.
b. Prevent mixing of refuse or chemically injurious materials or liquids.
C. Stored Products shall be periodically inspected on a scheduled basis. The
CONTRACTOR shall maintain a log of inspections and shall make said log available to
the PROGRAM MANAGER on request.
D. The CONTRACTOR shall verify that storage facilities comply with supplier's product
storage requirements, subject to CONSULTANT's review and acceptance.
E. The CONTRACTOR shall verify that Supplier required environmental conditions are
maintained continually.
1.06 MAINTENANCE OF STORAGE
A. The CONTRACTOR shall maintain periodic system of inspection of stored products on
scheduled basis to assure that:
1. State of storage facilities is adequate to provide required conditions.
2. Required environmental conditions are maintained on continuing basis.
3. Surfaces of products exposed to elements are not adversely affected. Any
weathering of products, coatings and finishes is not acceptable under requirements
of the Contract Documents.
B. Mechanical and electrical equipment which requires servicing during long term storage
shall have complete manufacturer's instructions for servicing accompanying each item,
with notice of enclosed instructions shown on exterior of package.
1.07 PROTECTiON
A. The CONTRACTOR shall provide protection of installed products to prevent damage
from subsequent operations. Remove when no longer needed, prior to completion of work.
B. Control traffic to prevent damage to equipment and surfaces.
C. Provide coverings to protect finished surfaces from damage.
1. Protect finished floors and stairs from dirt and damage.
a. Cover wall and floor surfaces in the vicinity of construction personnel
activities and all finished surfaces used by construction personnel.
D. Conduct demolition operations to prevent injury to people and damage to adjacent
buildings and facilities to remain. Ensure safe passage of people around demolition area.
E. Erect temporary protection, such as walks, fences, barriers, railings, canopies, and
covered passageways, where required by AUTHORITIES HAVING JURISDICTION.
F. Buildings and improvements to remain on site shall be cleaned of dust, dirt, and debris
caused by demolition operations. Return adjacent areas to condition existing before
start of demolition.
G. Protect existing site improvements, appurtenances, and landscaping to remain.
H. Lawns and landscaping: The CONTRACTOR shall prohibit traffic of any kind across
planted lawn and landscaped areas.
I. Arrange storage in a manner to provide easy access for inspection. Make periodic
inspections of stored products to assure that products are maintained under specified
conditions, and free from damage or deterioration.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
SECTION 01660 -EQUIPMENT TESTING AND STARTUP
PART 1 - GENERAL
1.01 THE REQUiREMENT
A. Where required, the CONTRACTOR shall perform equipment testing and startup. Note
that this requirement is requisite to the satisfactory completion of the contract and,
therefore, shall be completed within the contract time.
1.02 EQUIPMENT TESTING
A. The CONTRACTOR shall provide the services of an experienced and authorized
representative of the manufacturer of each item of equipment requiring startup who shall
visit the site of the WORK and inspect, check, adjust if necessary, and approve the
equipment installation. In each case, the CONTRACTOR shall arrange to have the
manufacturer's representative revisit the job site as often as necessary until any and all
trouble is corrected and the equipment installation and operation are satisfactory to the
CONSULTANT.
B. The CONTRACTOR shall require that each manufacturer's representative furnish to the
ENGINEER a written report addressed to the CONSULTANT and/or PROGRAM
MANAGER certifying that the equipment has been properly installed and lubricated, is in
accurate alignment, is free from any undue stress imposed by connecting piping or anchor
bolts, and has been operated satisfactorily under full-load conditions.
C. The CONTRACTOR shall be responsible for scheduling all Startup testing. The
CONTRACTOR is advised that the CONSULTANT and the COUNTY's operating personnel
will likely witness operations testing and that the manufacturer's representative shall
be required to instruct the operating personnel in correct operation and
maintenance procedures. Such instruction shall be scheduled at a time arranged with the
CONSULTANT and/or PROGRAM MANAGER at least 2 weeks in advance and shall be
provided while the respective manufacturer's equipment is fully operational. On-site
instruction shall be given by qualified persons who have been made familiar in advance
with the equipment. Prior to scheduling any operations testing, the CONTRACTOR shall
have previously furnished the Operations Manuals specified elsewhere.
D. The CONTRACTOR shall notify the CONSULTANT and/or the PROGRAM MANAGER
at least three (3) days in advance of each equipment test.
E. The CONTRACTOR shall furnish all personnel required to conduct the testing and
startu p.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
SECTION 01700 - CONTRACT CLOSEOUT
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall comply with all requirements as stated in Exhibit H, General
Terms & Conditions, Article 20, Completion and any other requirements specified in the
Technical or Administrative Specification.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B. General Conditions
1.03 SUBSTANTIAL COMPLETION
A. When the CONTRACTOR considers a portion of the work is substantially complete, it
shall submit to the CONSULTANT and/or the PROGRAM MANAGER:
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 PROGRAM MANAGER, COUNTY
and CONSULTANT will make an inspection to determine the status of completion.
C. Should the CONSULTANT, with input from the PROGRAM MANAGER and orthe
COUNTY, determine that the work is not substantially complete:
1. The CONSULTANT, through the PROGRAM MANAGER will promptly notify the
CONTRACTOR in writing, giving the reasons therefore.
2. The CONTRACTOR shall remedy the deficiencies in the work and send a
second written notice of substantial completion to the CONSULTANT and/or the
PROGRAM MANAGER.
3. The CONSULTANT and/or the PROGRAM MANAGER and the COUNTY will
reinspect the work.
D. When the CONSULTANT and/or the PROGRAM MANAGER and the COUNTY concur that
the work is substantially complete, the CONSULTANT will:
1. Prepare a "Certificate of Substantial Completion" for execution by the
CONSULTANT and the COUNTY accompanied by a list of items to be completed or
corrected.
2. Submit the Certificate to the CONTRACTOR for its written acceptance of the
responsibilities assigned therein.
1.04 FINAL INSPECTION
A. When the CONTRACTOR considers the work is complete, it shall submit written
certification that:
1. The Contract Documents have been reviewed.
2. The Work has been inspected for compliance with the Contract Documents.
3. The Work has been completed in accordance with the Contract Documents.
4. Equipment and systems have been tested in the presence of the
COUNTY Representative and are operational.
5. The Work is completed and ready for final inspection.
B. The CONSULTANT and/or the PROGRAM MANAGER and the COUNTY will make
an inspection to verify the status of completion with reasonable promptness after receipt
of such certification.
C. Should the CONSULTANT and/or the PROGRAM MANAGER and the COUNTY
consider that the work is incomplete and defective:
1. The COUNTY Representative will promptly notify the CONTRACTOR, in writing,
listing the incomplete or defective work.
2. The CONTRACTOR shall take immediate steps to remedy the stated deficiencies,
and send a second written certification to COUNTY Representative that the work
is complete.
3. The COUNTY Representative and the CONSULTANT will reinspect the work.
D. When the CONSULTANT and/or the PROGRAM MANAGER and the COUNTY find that the
work is acceptable under the Contract Documents, it shall request the CONTRACTOR to
make closeout submittals.
1.05 REINSPECTION FEES
A. Should the COUNTY Representative perform reinspections due to failure of the work to
comply with the claims of status of completion made by the CONTRACTOR:
1. The COUNTY will compensate its Representative and the CONSULTANT for such
additional services.
2. The COUNTY will deduct the amount of such compensation from the final
payment to the CONTRACTOR.
1.06 CONTRACTOR'S CLOSEOUT SUBMITTALS TO COUNTY'S REPRESENTATIVE
A. Evidence of compliance with requirements of governing authorities.
1. Certificates of Inspection.
a. From agencies having jurisdiction or as may be required.
B. Project Record Documents: To requirements of the Section entitled "Project Record
Documents".
C. Operating and Maintenance Data, Instructions to COUNTY's Personnel: To requirements
of the Section entitled, "Operating and Maintenance Data."
D. Guarantees and Bonds: To requirements of the section entitled ,"Guarantees and
Bonds."
E. Evidence of Payment and Release of Liens: To requirements of General and
Supplementary General Conditions.
F. Certificate of Insurance for Products and Completed Operations.
1.07 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to the CONSULTANT and/or the PROGRAM
MANAGER.
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. Penalties and Bonuses.
f. Deductions for liquidated damages.
g. Deductions for reinspection payments.
h. Other adjustments.
3. Total Contract Sum, as required.
4. Previous payments.
5. Sum remaining due.
C. The COUNTY/PROGRAM MANAGER will prepare a final Change Order, reflecting
approved adjustments to the Contract Sum which were not previously made by Change
Orders, to be executed by the CONSULTANT and/or the COUNTY/PROGRAM
MANAGER and CONTRACTOR.
1.08 FINAL APPLICATION FOR PAYMENT
A. The CONTRACTOR shall submit the Final Application for Payment in accordance with
procedures and requirements stated in Exhibit H, General Terms & Conditions, Article 6,
Final Payment.
B. The CONSULTANT will prepare a "Final Certificate of Payment" to be executed by the
CONSULTANT and/or the PROGRAM MANAGER and the COUNTY.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
SECTION 01710 - CLEANING
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall execute cleaning, during progress of the Work, and at
completion of the Work, as required by the General Conditions and these specifications.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B. General Conditions.
1.03 DISPOSAL REQUIREMENTS
A. The CONTRACTOR shall conduct its cleaning and disposal operations to comply with all
applicable codes, ordinances, regulations, and anti-pollution laws.
PART 2 - PRODUCTS
2.01 MATERIALS
A. The CONTRACTOR shall use only those cleaning materials which will not create
hazards to health or property and which will not damage surfaces.
PART 3 - EXECUTION
3.01 DURING CONSTRUCTION
A. The Contractor shall execute periodic cleaning to keep the WORK, the site and adjacent
properties free from accumulation of waste material, rubbish and windblown debris,
resulting from the Construction Work.
B. The Contractor shall provide on-site containers for the collection of waste materials,
debris and rubbish.
C. The Contractor shall remove waste materials, debris and rubbish from the site
periodically and dispose of at legal disposal areas away from the site.
3.02 FINAL CLEANING
A. The Contractor shall employ skilled workers for final cleaning.
B. The Contractor shall remove grease, mastic, adhesives, dust, dirt, stains, fingerprints,
labels, and other foreign materials from sight-exposed surfaces.
C. The Contractor shall broom clean exterior paved surfaces; rake clean other surfaces of
the grounds.
D. Prior to final completion, the CONTRACTOR shall conduct an inspection of sight exposed
surfaces, and all WORK areas, to verify the entire WORK is clean.
E. All storage and staging areas shall be cleaned and returned to prior conditions or better
as per requirements of this section.
- END OF SECTION -
SECTION 01720 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. Unless waived in writing and in accordance with Exhibit H, General Terms & Conditions,
Article 8, Daily Reports, As-builts, and Meetings - the CONTRACTOR shall at all times
maintain at the site of the project a record copy of:
1. Drawings
2. Specifications
3. Addenda
4. Change Orders and other modifications to the Contract.
5. Approved Shop Drawings, Product Data and Samples.
6. Field Test Records.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B. General conditions.
1.03 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. Store documents and samples in CONTRACTOR's 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 CSI format.
C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
D. Make documents and samples available at all times for inspection by the COUNTY's
Representatives.
1.04 MARKING DEVICES
A. Provide felt tip marking pens for recording information in the following color code
designation:
1. Red - Corrections
2. Yellow- Deletions
3. Green - Comments
Changes to the color code designation must be approved by the CONSULTANT and/or
PROGRAM MANAGER.
1.05 RECORDING
A. The CONTRACTOR shall label each document, "PROJECT RECORD" in neat large printed
letters, or by rubber stamp.
B. Record information concurrently with construction progress. Do not conceal any work until
required information is recorded.
C. Drawings: Legibly mark to record actual construction:
1. Horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements.
2. Field changes of dimension and detail.
3. Changes made by Field Order or by Change Order.
4. Details not on original Contract Drawings.
5. The Record Drawing set shall show benchmark positions and their vertical values.
Benchmarks are optional for Plan Views, but required for Profile Views.
D. 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.
1.06 RECORD DRAWINGS
A. The CONTRACTOR shall maintain full size (22"X34") field drawings to reflect the "record"
items of work as the work progresses. Upon completion of the work, the CONTRACTOR shall
prepare a record set of drawings on full-size, reproducible material and an electronic
file in .DWG format (AutoCAD, Version 2000 or newer). Electronic file of the design
drawings on compact disk will be furnished to the CONTRACTOR by the CONSULTANT for
this purpose.
B. At a minimum the record drawings shall be reviewed on the 20th working day of every third
month, or more often, as deemed necessary by the CONSULTANT and/or the PROGRAM
MANAGER, after the month in which the final Notice-to-Proceed is given as well as on
completion of the WORK. Failure to maintain the record drawings up-to-date shall be grounds
for withholding monthly progress payments until such time as the record drawings are brought
up-to-date.
C. Record drawings shall be accessible to the COUNTY at all times during construction period.
D. The cost of maintaining record changes, and preparation of the Record Drawings shall be
included in the unit prices bid for the affected items. Upon completion of the WORK, the
CONTRACTOR shall furnish the CONSULTANT and/or the PROGRAM MANAGER the
reproducible recent Drawings and electronic files. Pay request quantities must match as-builts.
The completed Record Drawings shall be delivered to the CONSULTANT and/or the
PROGRAM MANAGER at least 48 hours prior to final inspection of the work. The Final
Inspection will not be conducted unless the Record Drawings are in the possession of
the CONSULTANT and/or the PROGRAM MANAGER.
E. The completed (or final) Record Drawings shall be certified by a Professional Land
Surveyor registered in the State of Florida retained by the CONTRACTOR. This certification
shall consist of the surveyor's embossed seal bearing the surveyor's registration number,
signature and date on each sheet of the drawing set. In addition, the key sheet, cover sheet or
first sheet of the plans set shall list the business address and telephone number of the
surveyor.
F. As applicable, representative items of work that must be shown on the record drawings as
verified, changed or added are shown below:
1. Plans:
a. Structure types, location with grade of rim and flow-line elevations.
b. Sewer type, length, size and elevations.
c. Utility type, length, size and elevation in conflict structures.
d. All maintenance access structures, valves and hydrants within right-of-way.
e. Grade elevations.
f. Sewer laterals shall be stationed between maintenance access structures.
2. Pavement Marking and Signing Plans: Sign location where installed if different from
plans.
3. Water and Sewer Plans: Location (horizontal and vertical) of all pipe lines,
structures, fittings, valves and appurtenances.
a. Every valve, tee, bend, fire hydrant, beginning and ending of deflections,
maintenance access structure, wet well, etc. shall be located, both horizontally
and vertically, from the nearest surface landmark (i.e., centerline of intersection,
seawall corner, maintenance access structure, face of a building extended or
some other similar landmark that is unlikely to "move" or be buried).
b. Every maintenance access structure, valve, tee, bend, fire hydrant, beginning
and ending of deflections, etc. locations shall be indicated by state plane
coordinates, in the Florida East Zone/NAD 83-90 State Plane Coordinate
System. Coordinates shall be indicated to the nearest 0.1 foot. The coordinate
northings/eastings may be presented in a table format, providing it is readily
decipherable what each coordinate refers to. For instance, the Consultant may
"number" every tee, valve, maintenance access structure, etc. in the plan view
and provide a separate plan sheet for the coordinate table.
c. In addition to dimensioning and state plane coordinates for appurtenances,
the elevation along the top of pipe every 200 feet will also be required.
4. As-builts of water lines shall include the following information:
a. Top of pipe elevations and horizontal location every 100 If.
b. Locations and elevations of all fittings including bends, tees, gate valves,
double detector check valves, fire hydrants, etc.
c. All tie-ins to existing lines shall be as-built.
d. The ends of all water services at the buildings or homes shall be as-built or
where the water service terminates.
e. Water services with meter boxes and sanitary sewer laterals with cleanouts
at the property line shall be located with a dimension to the nearest landmark.
Services/laterals may also be located from each other provided a minimum of
five (5) services/laterals are tied together (e.g., a water service meter box is
located from a maintenance access structure at the intersection of a street. The
next 4 meter boxes can be dimensioned from each other, provided they are all
in the same horizontai alignment).
f. If there are water services that do not have meter boxes and/or sanitary
sewer laterals that do not have cleanouts at the property line (or are not readily
visible/accessible), they shall be located by the state plane coordinate system.
5. As-builts of all gravity sanitary sewer lines shall include the following information:
a. Rims, inverts and length of piping between structures as well as slopes.
b. The stub ends of all sewer laterals shall be located and if there are any
c1eanouts installed on the sewer laterals then the invert elevation of these
c1eanouts need to be obtained.
6. Profile Views - The following are minimum Record Drawing data that is to be
annotated on the Profile Plans:
a. Every valve, tee, bend, fire hydrant, beginning and ending of deflections,
maintenance access structure, wet well, etc. shall be located, both horizontally
and vertically, from the nearest landmark (i.e., centerline of intersection, seawall
corner, maintenance access structure or some other similar landmark that is
unlikely to "move" or be buried). b. In addition to dimensioning for
appurtenances, the elevation along the top of pipe every 200 feet will also be
required.
7. As-builts of all drainage lines shall include the following information:
a. Rims, inverts and length of piping between structures and weir elevations if
applicable.
b. The size of the piping shall be verified by the survey crew at the time of as-
built.
8. All rock as-builts for parking lot, roadways and swales areas shall consist of the
following:
a. Rock elevations at all high and low points, and at enough intermediate points
to confirm slope consistency and every 50' for roadways.
b. Rock as-builts shall be taken at all locations where there is a finish grade
elevation shown on the design plans.
c. All catch basin and manhole rim elevations shall be shown.
d. Elevations around island areas will also be required.
e. As-builts shall be taken on all paved and unpaved swales prior to placement
of asphalt and/or topsoil/sod, at enough intermediate points to confirm slope
consistency and conformance to the plan details.
10. If a change is made via field order or deviation to any structure, pipeline, etc., a
new location shall be noted on the as-builts. The CONSULTANT and/or the
PROGRAM MANAGER may request additional as-built information to verify
horizontal or vertical locations.
11. Every utility (gas, telephone, power, water, forcemain, etc.) encountered and/or
crossing drainage, water or sanitary sewer facilities (whether it is a conflict or
has sufficient clearances) shall be located, both horizontally and vertically. The
clearance between the facilities horizontal and vertical, shall be noted. For
instance, if a 2-inch gas main crosses over the top of a 6-inch potable water
main, the bottom elevation of the gas main shall be noted and the top of the
watermain shall be noted. The difference between the two utilities will be the
clearance between the two utilities. Parallel mains shall note the clearance
between the outside of the mains. It shall be the CONTRACTOR's responsibility
to note these crossings on a daily basis and insure that this information is
reflected on the Record Drawing plan set. Crossings will not require state plane
coordinates.
12. Pipelines that are "dead" or have been abandoned shall be located during
construction and shall be annotated on the Record Drawing Plans.
13. As-built survey drawings shall meet applicable minimum technical standards for
land surveys as outlined in Section 61G17 of the Florida Administrative Code.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)-
END OF SECTION -
SECTION 01730 - OPERATIONS AND MAINTENANCE DATA
PART 1 - GENERAL
1.01 THE REQUIREMENTS
A. The CONTRACTOR shall compile product data and related information appropriate for
COUNTY's maintenance and operation of products furnished under this Contract, as
applicable.
B. The CONTRACTOR shall instruct COUNTY personnel in maintenance of products and in
operation of equipment and systems, as applicable.
1.02 RELATED WORK SPECIFiED ELSEWHERE
A. All applicable sections of the Specifications.
B. General Conditions.
1.03 QUALITY ASSURANCE
A. The CONTRACTOR shall ensure that data shall be prepared by personnel (retained by the
Contractor):
1. Trained and experienced in maintenance and operation of described products.
2. Familiar with requirements of this Section.
3. Skilled as technical writer to the extent required to communicate essential data.
4. Skilled as draftsman/technician competent to prepare required drawings.
1.04 FORM OF SUBMITTALS
A. Prepare data in the form of an instructional manual for use by COUNTY's personnel.
B. Format:
1. Size: 8-1/2 in. x 11 in.
2. Paper: Manufacturer's original printed data, or neatly typewritten.
3. Drawings: 22-inch to 34-inch prints
a. Provide reinforced punched binder tabs, bind in with text.
b. Fold larger drawings to size of text pages.
4. Provide fly-leaf for each separate product, or each piece of operating equipment.
a. Provide typed description of product, and major component parts of
equipment.
b. Provide indexed tabs.
5. Cover: Identifying each volume with typed or printed title: "OPERATING AND
MAINTENANCE INSTRUCTIONS." List:
a. Title of the Project.
b. Identification of separate structure as applicable.
c. Identification of general subject matter covered in the manual.
C. Binders:
1. Commercial quality three-ring binders with durable and cleanable plastic covers.
2. Maximum ring size: 1 inch.
3. When multiple binders are used, correlate the data into related consistent groupings.
1.05 CONTENT OF MANUAL
A. Neatly typewritten table of contents for each volume, arranged in systematic order.
1. CONTRACTOR, name of responsible principal, address and telephone number.
2. A list of each product required to be included, indexed to content of the volume.
3. List, with each product, name, address and telephone number of:
a. SUBCONTRACTOR or installer.
b. Maintenance CONTRACTOR, as appropriate.
c. Identify 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
the 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 specific product or part installed.
b. Clearly identify data applicable to installation.
c. Delete references to inapplicable information.
C. Drawings:
1. Supplement product data with drawings as necessary to clearly illustrate:
a. Relations of component parts of equipment and systems.
b. Control and flow diagrams.
2. Coordinate drawings with information in Product Record Documents to assure
correct illustration of completed installation.
a. 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 consistent format under separate heading for different procedures.
2. Provide logical sequence of instructions for each procedure.
E. Copy of each guarantee, bond and service contract issued.
1. Provide information sheet for COUNTY's personnel, give:
a. Proper procedures in event of failure.
b. Instances which might affect validity of guarantee or bonds.
1.06 MANUAL FOR MATERIALS AND FINISHES
A. Submit two copies of complete manual in final form.
B. Content, for architectural products, applied materials and finishes:
1. Manufacturers' data, giving full information on products.
a. Catalog number, size and composition.
b. Color and texture designations.
c. Information required for re-ordering special manufactured products.
2. Instructions for care and maintenance.
a. Manufacturer's recommendations for types of cleaning agents and methods.
b. Cautions against cleaning agents and methods which are detrimental to
product.
c. Recommended schedule for cleaning and maintenance.
C. Content, for moisture-protection and weather-exposed products:
1. Manufacturer's data, giving full information on products.
a. Applicable standards.
b. Chemical composition.
c. Details of installation.
2. Instructions for inspection, maintenance, and repair.
D. Additional requirements for maintenance data: Respective sections of Specifications.
1.07 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Submit three copies of complete 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 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.
d. Special operating instructions.
3. Maintenance Procedures:
a. Routine operations.
b. Guide to "Trouble-shooting."
c. Disassembly, repair and reassembly.
d. Alignment, adjusting and checking.
4. Servicing and lubrication schedule.
a. List of lubricants required.
5. Manufacturer's printed operating and maintenance instructions.
6. Description of sequence of operation by control manufacturer.
7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams
required for maintenance.
8. As-installed control diagrams by controls manufacturer.
9. Each CONTRACTOR's coordination drawings. a. As-installed color coded piping
diagrams.
10. Charts of valve tag numbers, with location and function of each valve.
11. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage.
12. Other data as required under pertinent sections of Specifications.
C. Content, for each electric and electronic system, as appropriate:
1. Description of system 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 replaceable part.
2. Circuit directories of panelboards.
a. Electrical service.
b. Controls.
3. As-installed color coded wiring diagrams.
4. Operating procedures:
a. Routine and normal operating instructions.
b. Sequences required.
c. Special operating instructions.
5. Maintenance procedures:
a. Routine operations.
b. Guide to "Trouble-Shooting".
c. Disassembly, repair, and reassembly.
d. Adjustment and checking.
6. Manufacturer's printed operating and maintenance instructions.
7. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage.
8. Other data as required under pertinent sections of Specifications.
D. Prepare and include additional data when the need for such data becomes apparent during
instruction of COUNTY's personnel.
E. Additional requirements for operating and maintenance data: Respective section of
Specifications.
1.08 SUBMITTAL SCHEDULE
A. Submit two copies of preliminary draft of proposed formats and outlines of contents prior to
start of work.
1. The CONSULTANT will review draft and return one copy with comments.
B. 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.
C. Submit specified number of copies of approved data in final form 10 days after the above
said copy with comments is received.
1,09 INSTRUCTION OF OWNER'S PERSONNEL
A. Prior to final inspection or acceptance, fully instruct COUNTY's designated operation and
maintenance personnel in operation, adjustment and maintenance of 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 Applicable)
PART 3 - EXECUTION (Not Applicable)-
END OF SECTION -
SECTION 01740 - GUARANTEES AND BONDS
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The Contractor shall:
1. Compile specified guarantees and bonds.
2. Compile specified services and maintenance contracts.
3. Review submittals to verify compiiance with the Contract Documents.
4. Submit to the CONSULTANT and/or the PROGRAM MANAGER Representative for
CONSULTANT review and transmittal to COUNTY.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. All applicable sections of the Specifications.
B, General Conditions.
1.03 SUBMITTAL REQUIREMENTS
A. Assemble guarantees, bonds and service and maintenance contracts, executed by each of
the respective manufacturers, suppliers, and Subcontractors.
B. Number of original signed copies required: Three each.
C. 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.
4. Date of beginning warranty, bond or service and maintenance contract.
5. Duration of warranty, bond or service maintenance contract.
6. Provide information for COUNTY personnel:
a. Proper procedure in case of failure.
b. Instances which might affect the validity of warranty or bond.
7. CONTRACTOR, name of responsible principal, address and telephone number.
1.04 FORM OF SUBMITTALS
A. Prepare in triplicate packets.
B. Format:
1. Size 8-1/2 in. x 11 in., punch sheets for standard 3-ring binder. Fold larger sheets to
fit into binders.
2. Cover: Identify each packet with typed or printed title "GUARANTEES AND
BONDS". List:
a. Title of Project.
b. Name of CONTRACTOR.
C. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers.
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 Date of Substantial
Completion, provide updated submittal within ten days after acceptance, listing date of
acceptance as start of guarantee period.
1.06 SUBMITTALS REQUIRED
A. Submit guarantees, bonds, service and maintenance contracts for periods other than one
year as specified in respective specific sections of the Specifications, (if applicable).
B. The General CONTRACTOR shall submit on the entire Project the one year guarantee in
accordance with the requirements set forth in Exhibit H, Terms & Conditions, Article21,
WARRANTY, (except for certain portions of the work, where longer periods of time are
specified in the specific applicable sections of the Specifications).
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
- END OF SECTION -
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EXHIBIT N
CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT
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