#11-5628 (OAC Action Construction Corporation)
Co~ County
~. ..-
Admini5lralive Servires DMsion
Purchasing
Tigertail Beach Restroom and Boardwalk Improvements
COLLIER COUNTY BID NO. 11-5628
COLLIER COUNTY, FLORIDA
Design Professional:
Victor Latavish
(i)
^"-
Pur.::hasing Oaparlm:!nl' 3327 TElmiami Trail East- Naples, Florida 34112-490~ . WWIN.colliergov.lle!!purcnasing
TABLE OF CONTENTS
A. PUBLIC NOTICE/LEGAL ADVERTISEMENT (PAGE 1 ONLY)
B. INSTRUCTIONS TO BIDDERS
C. BID, BID SCHEDULE AND OTHER DOCUMENTS
D. AGREEMENT
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 Victor Latavish
and identified as follows: Tigertail Beach Restroom & Boardwalk
Improvements
as shown on Plan Sheets 1 through 36.
EXHIBIT N: Contractor's List of Key Personnel
Co~~
- -
AdI'Tlinislrative Servires DMsion
Purchasing
PUBLIC NOTICE
INVITATION TO BID
Tigertail Beach Restroom & Boardwalk Improvements
COUNTY BID NO. 11-5628
Separate sealed bids for the construction of Tigertail Beach Restroom & Boardwalk
Improvements, addressed to Mr. Steve Carnell, Purchasing Director, will be received at
the Collier County Government, Purchasing Department, 3327 Tamiami Trl E, Naples,
FL 34112, until 2:30 P.M. LOCAL TIME, on the 22nd day of December, 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, at 10:00 a.m. LOCAL TIME on the 1st day of December, 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, Tigertail Beach Restroom & Boardwalk Improvements Bid
No. 11-5628 and Bid Date of December 22,2010". 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 GC-P-15) 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
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
GC-PN-1
(Construction Services Agreement_Revised July 2009)
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 Two
Hundred Seventy (270) calendar days from and after the Commencement Date
specified in the Notice to Proceed.
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 23rd day of November, 2010.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY: Isl Stephen Y. Carnell, C.P.M.
Purchasing and General Services Director
GC-PN-2
(Construction Services Agreement_Revised July 2009)
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 andlor 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 hislher 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 Purchasing Department, 3327 Tamiami Trl E, Naples, FL
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 location
GC-IB-1
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.
GC-IB-2
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.
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
GC-IB-3
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.
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.
GC-IB-4
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
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.
11.2 Alternate Bid Pricing: In the event that alternate pricing is requested, it is an
expressed requirement of the bid invitation to provide pricing for all alternates as listed.
The omission of a response or a no-bid or lack of a submitted price may be the basis for
the rejection of the submitted bid response. All bids responses received without pricing
for all alternates as listed will be considered technically non-responsive and will not be
considered for award.
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.
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
GC-IB-5
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
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
GC-IB-6
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 Authority to Conduct Business in the State of Florida
(Florida Statute 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.
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 permiUfee 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
GC-IB-7
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."
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
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, andlor any
employee of the firm from contact with County staff for a specified period of time; b.
Prohibition by the individual andlor firm from doing business with the County for a
specified period of time, including but not limited to: submitting bids, RFP, andlor
quotes; and, c. immediate termination of any contract held by the individual andlor 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
GC-IB-8
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."
GC-IB-9
eott. County
~.-
Admini5lralive Services Division
Purchasing
Email: ScottJohnson@colliergov.net
Telephone: (239) 252-8995
FAX: (239) 252-6588
ADDENDUM 5
Memorandum
Date:
December 21, 2010
From:
Scott Johnson
To:
I nterested Bidders
Subject:
Addendum # 5
Solicitation # and Title 11-5628 Tigertail Beach Restroom & Boardwalk
Improvements
The following clarifications are issued as an addendum identifying the following change (s)
for the referenced solicitation:
. See attached for deleted scope of work
If you require additional information please post a question on the Online Bidding site or
contact me using the above contact information.
c: Clint Perryman
Please sign below and return a copy of this Addendum with your submittal for the above referenced
solicitation.
(Signature)
Date
(Name of Firm)
AddendumTemplate
Revised: 4/15/10
1
ADDENDUM #5
TIGERTAIL BEACH RESTROOM & BOARDWALKS
This Addendum contains mandatory modifications to the Contract Documents and
shall be made part thereof.
DRAWINGS
1. The following Drawings are modified to indicate the restroom, utilities, electrical,
and related work is "Not in Contract (NIC)": A-0.1, A-0.2, A01.0, G-1, G-2, G-3,
C-2, C-4, C-6.
2. The following Drawings are deleted from the Contract Documents: A-1.1, A-2.1,
A-3.1, S1.1, S1.2, P1.1, C-1, C-3, C-5, C-7, C-8, C-9, C-10, E-1, E2.
3. Sheet AO.2, Section 01631, is modified as follows: The contractors markup for
overhead and profit may not exceed 5% of the subcontractors invoice.
SPECIFICATIONS
1. Section 01110 is modified to indicate the restroom, utilities, electrical, and
related work is "Not in Contract (NIC)"
2. The following Specifications sections are deleted from the Contract Documents:
00900,01000,02151,02201,02221,02223,02360, and 02535.
3. The following Specifications divisions are deleted from the Contract
Documents: Divisions 3, 4, 5, 7, 8, 9, 10, 11, 15, and 16.
CLARIFICATIONS
1. Other references to the restroom facility, utilities, electrical, and related work
listed elsewhere in the Contract Documents are modified to indicate the
"restroom, utilities, electrical, and related work is Not in Contract".
2. Boardwalk #1 through #5 material specifications are indicated on drawing
sheets S-1 through S-3 prepared by American Engineering, Inc.
3. Boardwalk #6 material specifications are indicated on drawings prepared by
Taylor Engineering and in specifications section 06065.
4. Handicap parking spaces, parking signs, and related work remains in the
contract as part of Boardwalk #6.
END OF ADDENDUM
Colter County
~ .~
AdminiSlmtive Services Division
Purchasing
Email: ScottJohnson@colliergov.net
Telephone: (239) 252-8995
FAX (239) 252-6588
ADDENDUM 4
Memorandum
Date:
December 17, 2010
From:
Scott Johnson
To:
Interested Bidders
Subject:
Addendum # 4
Solicitation # and Title 11-5628 Tigertail Beach Restroom & Boardwalk
Improvements
The following clarifications are issued as an addendum identifying the following change (s)
for the referenced solicitation:
. New Bid Opening date January 12, 2011 @ 2:30 pm
. Question and Answer period extended
If you require additional information please post a question on the Online Bidding site or
contact me using the above contact information.
c: Clint Perryman
Please sign below and return a copy of this Addendum with your submittal for the above referenced
solicitation.
(Signature)
Date
(Name of Firm)
AddendumTemplate
Revised: 4/15/10
1
eottr County
~ .~
Admini5lralive Servires !:lvision
Pufd1asing
Email: ScottJohnson@colliergov.net
Telephone: (239) 252-8995
FAX (239) 252-6588
ADDENDUM 3
Memorandum
Date:
December 16, 2010
From:
Scott Johnson
To:
I nterested Bidders
Subject:
Addendum # 3
Solicitation # and Title 11-5628 Tigertail Beach Restroom & Boardwalk
Improvements
The following clarifications are issued as an addendum identifying the following change (s)
for the referenced solicitation:
. Questions and Answers from the web site
If you require additional information please post a question on the Online Bidding site or
contact me using the above contact information.
c: Clint Perryman
Please sign below and return a copy of this Addendum with your submittal for the above referenced
solicitation.
(Signature)
Date
(Name of Firm)
Addendum T empJate
Revised: 4/15/10
1
<ll
.r:
-
.....
.2
<ll
.0
Cll
-
0.
<ll
o
o
Cll
<ll
.....
Cll
Ul
-
c
<ll
E
:J
o
o
"tl
<ll
.r:
-
c
o
"tl
<ll"tl
Cti2
o Cll
'0 .~
C"tl
.- C
Ul .-
"tl Ul
Cll C
o 0
L..-:';:::;
<ll C Cll
~ .~.~
Ul Ul 0.
C <ll 0.
<:(OCll
Ul
E
.....
~
.!!l
0.
015
CIl
>-
Cll
~
-'"
Cll
~
Cll
c
o
::;::l
III
Gl
::l
o
.....
o
....
CIl
"tl
Cll
o
-.l
(I)
>
:.J ('-.
LL
C(/)
gCl...
CIlO
c3<O
(I) (I)
.r:.o
-"tl
CIl-
(I) :J
00
O~
-
(I)
(I)
.r:
CIl
C
o
"tl
E 2
~ .~
- "tl
Cll ...:. C
.r: .;:;
(f) '(3 g'
E Cll .-
og~
~ (,) c.
CIl C (I)
(l)o.r:
0::;;--
co ~ ~
CIl"tl .....
.~ ,g; 5-
o.g~
(1)(1)-
-..... 0
(I) (I)
t5 Q) '--'
c ~ e
og.o.
o 0 <ll
--.r:
CIl<ll_
Cll > .....
0(1)0
(I)"tl ....
.....
0. 0 C
- 0
o ~.-
~ c'1O .
x 0 :2':::
0- .- I
~o::;=;U
L{)
C"')
E
:J
E
C
....
o
<ll
"tl
'w
(I)
.r:
-
o
-
"tl
(I)
C
(I)
-
CIl
Cll
....
.....
(I)
.0
E
(I) ...:
E <ll
......0
(I) E
00 (I)
'w E
- .....
:J (I)
o OJ
C C
:J'e
-
(I) CIl
.~ I-
CIl '(lj
, -
:J CIl
.... "tl
<ll (I)
c.r:
0.8
(I) 0
"tl C
'S ..c
o 0
..... Cll
CI... (I)
>-
(I)
.....
OJ
E
:J
"tl
(I)
E
"tl
.....
Cll
"tl
C
Cll
-
CIl
CIl
.....
<ll
.....
:J
-
o
Cll
....
:J
C
Cll
E
(I)
.0
Cll
.r:
CIl
.....
o
o
U
CIl
C
o
:;::;
Cll
o
""
'u
(I)
0.
Ul
(I)
CIl
(I)
.r:
-
.....
.2
L{)
<0
o
<0
o
C
o
:;::;
o
(I)
Ul
o
-
.....
~
(I)
a::
<0
'l:I:
-'"
Cll
Ul ~
<D..c"E
'o..-!:: rn
~ 0
:; _-Ill
Cll
-'" CIl .
Cll:JO
~03~
"tl ..... CIl
..... 0 :J
Cll_ C
o C .-
Ill<llE
. >....
(l) 'C 0
.o"tlc
Cll"tl 0
U C'-
==coro
0. >
o."tl (1)--'
Cll (1)- Cll
-..:t::Q)w
O(l)o.:J
C '--..- "'-
- (I)
Cf.l Q.) 0 l....
.-..0........ 0
0)= c +-'
C Cll
.- ~ 0 C
I.... ....... ._ Q)
C'O(/)ro>
Q.) (/J I.... .-
.00)0)-(;
"tl=c(I)
C 0.(1).0
(I) L{) 0.
E'l:I: E Cll
:J ..c ::;..c:
Eg'EUl
.- .- Ul
C 0 C <ll
._ 1.....__
::;=;:5 E '0.
('-. -'"
CIl 5 ~ C ~ I'
lll._ 0 _ 0..... CIl
=~"tl Cll~O" III 0. ,
0.'0 E ~(I)__ lll~ .r: 0 I
Q) "'0 0. l.... "'C .- ..0 .:::: ..8 +-' 0:
ID S .8 -5 g c ~ ~ ~ 0 .~ . c
t5 .E '+- ro Q) "'C W .- ..c ..c .-
C z- ('-. III ~ E ~ g' 15 D.. .~ al ::;=;
o:!::c..c +-IE _:5..0 "05 2-g
;::'(3 C'C co ::; 0 C (f) -0 Q) > <(
Ul Cll 0. = 0 0 .- III C C ~ Cll
Cll .... .- III ~ ~.r: Cll ~ 'E- ~ (I) ('-.
oEco~ .0 ~- >.r:
In :: I.... 0)0.00 .............
~o:.;:::;-6 ol-rnrnc"'C::;CO 1::~
o.OClllll -Olll.r:E~CIlIll .....
o l:; .91 en ~ Z ..c +-' U Q.) Q) "0 tJ) ~
(/J :!:: 0 ctl:: CI) "'0 -0 '- ..c ._ "'0 +-'
~lllEo. CIlClllllc~_.o 2(/)
>< ~ ..c e ('-. ~.- Q.) "'0 _ co 0 (/) ><
O~ ,.... u C. "'?""O Q).~ c 0- "'O..c...... en Q)
....... ...., e>..c..c Q) C en +-'
T""";:::: ~.~ ~ C +-' = E z co l.... 5; co LL
~ 0 II ~ .~ :s "tl- ~ E:C ~ 0 3: ~ .s
-1iiCllCll(j)Ul8C1l8.-.=08(1) .o::;=;
~o.lll~""'~~~lll~~Cll~ ~~~
(f)(f).~"'OQ)- (f)D::Q)..c -~
..cctl::;l......o_~ctl .~crnO ~m~,
...... o-m-ctl '-COo..cO .....
C)"'OQ)o~..c~Q)Ol.... -C'-.~.~E~
C Q.) L....o en +-' ...c.- 0.. en ,,-
Q)(J)='+-c(f)'~Ern_"'OmC'-'Q)~.8~
(l)g~~.!!l~:5:JB~;~~'~-CIllll
~e(f)o~..c(J)uc.ctl-~Oc~~.~
r; Cll._ C CIl Cll._ 0. III .- (I) ~ ~ CIl
~ ....... ~ 1:5 0 0) ~ 1;) co.~ u a3 t5 ~ Q) en
ctl~ctl~~cm~=~m~~~,~.__c~
ro ....... "- ro.- 0... m ...... -;:::; (/) "- .............. ~
ro mtJ~3:C> ......0,)...... tJ........CI...-~E
..c: ....... ..c: C:P' ro.~ >. 'T.:J () "'0 "l"""" C CIJ 'V
> ro > 0'- "- ~ c c ro c lOCO ~ ..c: 0
>:5>OEOCllCllCllo.Cll(/)ollleof-U
III C
..... .-
Cll E
"tl Cll
C III
Cll >
C Cll
E.r:
:t::o
~-
_ "tl
C III
III III
E C
Cll CIl
it=..Q2
CIl '0.
CIl III
Cll.r:
OJ-
.........
(I) 0
,9>-
LL C
III Cll
> CIl
Cll III
.r: 0
.r:"tl
o -
.-w
.r:0
~ ::;=; ('-.
CIl ~ OJ
(I) C
= L{)._
CLNro
, C"') III
OCl(l).o
oes:S-o
_ _ C
<OClllll
C
OCl...
OJW
cO
Ul.L
Cll III CIl
_.r: CIl
~ f- ~
'u:!:d ~
(I) E III
0......0.
CIl III E
_0.
C III 0
Cll.r: 0
~.......~
Q.)-f;'c
> .- III
'w ~ >
Cll III 0
>0-
cc-
.- Cll Cll
lll"tl >
.r: ..... 0
-oE
III 0 III
> 0 .....
OCll"tl
E.~ 2
~......- 0,)
Cllo.
Cll.r: E
.r: (I) 0
CIl.o 0
o ~CIJ Q.)
-lll.r:
Olll-
Cll~-
~._ u
C E (I)
0.....0.
UlllCll
~.~
~lll=
f-:5~
.....
o
III -
.r: 0
_ Cll
..... .....
10 .~ C
..c:......=o
-oOU
CIl_ U",
III Cll ~
.......>cn..c:
room+-'
00 E "tl.~
(J)Q.)Q),,-
L()"-t)o
0Cl OJ= CIl
, C CIl'-
O .- .r:
"'C.- +-'
U:J(I)o
:!::u$"'C
E C ~ 0
,,-'- E.......
(l)c.....~
CI... 0 III c'
:;:::; ~.-
CI...~lll~
W O.r:::::'
OLLtJr-.+::'
III . C
...... "- CIJ ~
o lll.~ 0
C"')coU
c::JQ)1.-.
o"tl g..~
:;:::;= -
.- co ....... 0
"tl.r:cu
c CIl Cll
8 (I) o.E!
_llllll...:.
ro::t::>...::::::;
'u'E'w c
Q) "- co :}
0.1ll>0
(/) o..~ U
>- 0...
Gl_ LlJ(J)
....... 0....... I.... 0 c:
.~ ....... c::: Q) LL ct:l
ala5~ ~-oo..
EE13 .>::GlGl
Gle ""ffi6~~
.~ > 0
.~ g 8 ~ ~ E CD
.>:: ~ .!!l ci. C ro :;: Qi
OE:groE6~~:5
3:0:;::; .......c""o
-0 U :;.~ ~.~ ~ ~
$cr.i:J~c"'Ol.... _
C'O~"'Cg.\+-Q)8CJ)
GlEGl-oO-ouC
l....l-roOc:Jro~ ........E-
-oGl_OOUco.
c c.. Q) '+- :;::; C .- Gl ~
ro ~ A' ro'- Gl
C'l.......""""'-_,,.,Ol..c c.
c ...., 00::::: - ..,~ c .......
W._ c~ C'O m.- c ro
~ ""0 co W en ..c '0.'- I..-
eu '5 E LL .~ .B 1...."'0 . 0
$:.oo"'C Cl'lQ.)Q):!::'+-
"EGlOGl~~Q)-gE
ro ..c I.... CI) .... _ I-
o ....... en 'S: I.... Q) E u 9l
..0- Gl Gl_o..c co c u
o I- .- .-
Gl O::~(J) -oGlGl
.t:: Gl Gl Q) .- >.::: I.... ~
........u.......c.......-corn
'+- c........ ....... .- c 0
oco.......'+-EoQ)w....
Gl:JOOI.... ..cOle
_ (J) Gl 9( ~ -;: .~ ::;
ro '" C '" ~- ;:> :;:
-0 .- 0 ro 0... .>:: 0 2
t::.9t5(l)Ll.Jro.1::~~
$t52~[2~::~gl....
CJ) Q) en C I.... E CJ) I.... .~
GlEcQGlroo~Gl80
..c::JOU..c a.>..c
I- '" U :J I- CO 0.1-.~ U
C'.
.!!l
.t::
-
C'.
Gl
-
ro
-0
t
ro
-
'"
-0
Gl
-
U
Gl
"0
~
0.
ro
Gl
~
Gl
.t::
-
,
v..ccO
....... ~ g CJ)
ro ..c"'I Q) .~
..c.......roCf}('-...c
..... "- ::::I..............
'" Gl '" .--
Gl - Gl 0 E .-
.....Cl:J1.... 1....>
ro cD'- 1:5 Q.) >
-~:Jro'"
Cl)OlO"l....lo..L~
O)GlGl-co...~
L() I.... Wo
OO..o",OON
I.....C()
OOroGlLLC")
UCo..t::Gl~
:t:::rocv=-E..c
E.t::.t::-_ 2
I....cn::cr.iocoC'-.
o...GlGlOGlc::2;Gl
~ - 0
0... .3 '? '0. +:; VJ-6
LlJ U CfJ U.!!! [!! Gl
:J ......:;::; 0 .- ..c
o .;:. Q) en.- a. u
LL"'Glro>~",
'+-1......c"Q.c..--c
o Gl CfJ .- v,
> -0 Gl L() .Q
v 0 _' cD.n co.....
c ~ -en ~ Gl ' U
0-.....- 02
._ co rn O..c U ~
:!::s;oc- on
"'0 0..._ == :!:: C
15 ~.~ [!! ~ E 8
....... 1 (/) .n I.-
UI..."\twCi)Q)Q.)
C'C ..E >. co 0 0.:5
T;(J)Gl..o~co...LlJ1:5
Gl .t::Gl.t:: Gl
0.= U..o UO~
if) :c....~ L;: .~ lL ro
o
-0
o
-
-0
Gl
-
U
g;
x
Gl
'"
C
o
'w
C
Gl
-
x
Gl
>- en (])
co::::l_ en
:;: E 2 ~
~0(J)0
(0......>.1-
,,-- Ol
;> C C C
GlOOro
:5 ~ --= E
I....oco>-
0.- > C
~~oEro
- ~ E
CO Q) ~._
0.- ~
OC-
CD ..... 0 0
""CIc:;::;.....
.;; Gl ro-o
"E-Gl
o Gl ~:;:
~()Q)O
-oro>=
Gl o....t:: ro
.- ....... CJ)
~ en ';: ';:
~.~ ~ GlE
(J) U '"
C :J E
Gl ~ 0 .-
:5.......Q.)~
.......==cQ)
:J (/) co >
u O':l~ 0
C :J ~
c._ E Ol
ro-
U ro'- c
_ '" ro
~"'Gl::2;
o c U
1:5 .- "'C
o .!!! Gl
~ ..... Co en
come
0.-.>:: Gl
U a. $ .~
-0
.!11
0.
0.
ro
'"
ro
.t::
>-
-
C
:J
o
U
o
-
.!!l 0 C'.
>-~ Ol
ro -0 .~
:;: Gl U
~~a5
roU-
:;: ~::::
Gl (J) '"
.t::GlOl
....... .c.~
~......=
Q)"52
.t:: U '"
:;: ~ c
o .-
ro ~ 0
GlU-
Co co '-
~.Q
Gl c ~
.t::oo.
- U >-
C ro
.- Gl :;:
-".t::~
()+-':::
.- e co
=:; rn s:
>-U Gl
Gl ..t::
> -0 ~
(J) Gl ~
.- -U 0
C -
o2.c
.- +-' +-'
- '" ro
2ec..
Gl 0 Gl
OlU
GlGl:2
>..o~
-
c
Gl
E
:J
Qi U
.t:: 0
_-0
o 0
= -
ro-o
-0 [!!
c .-
ro :J
0"
OlGl
C ~
:~ .~
ro ~
~ 0
-;0
c ~
.- -
-oc
So>-
euc
0. . :J
~ Gl 0
oUu
_ C
Gl .~ 0
.0 c..::::
.- E'-
~ 0 E
Ou.o
0. :J
en :t:: en
GlE-o
~ ~ c
.!!l ~ ro
~ - Ol
.Boe
() 00'-
~_c
'" U.-
.::. Q) ~
c 0.-
0",=
Uroro
~
ro Gl '"
.t:: .t::OGl
+-' ........+-'()
:g ~ al .~
ro~UQ)Q)
+-' 0 . e en
(J)(J)o>-ro
"t5'::'Q)+-'
~Q.)c..ccGl
0.0-
15 '" U 0 E
o...roc-oc
=0'-0
C- rn:;:: 0.::
:J - >
OC=enc
n=oQ)O)
GlGlo.>-
+-,ccnO)C'O
2 e c en a
0... 5l 'is EGl 'w
-'-:::J en
roGlLi.t::Gl
C o.c+-'<.t-
Q) .~ .- g> e
E.t:: c._ 0.
C c .Q.~ rn
o .- 0 ~ <.t-
.!::: ~ <D +-' 0
E:~o<D(/)
w== '-"'0 lD
:;: o.S g
o'-rne2:
~o+-'o.<D
<;t-c
~()<Dlo-cn
o~E.8Gl;::
ccc()f;C
.Q uO e ~ :t:: ~
1:5 .:; c .~ E
GlGlcooo
CfJ:5GlU(J)U
~
Gl
>
o
.>::
ro
:;: e!
:;: Gl
Gl ~
c-"
Gl ro
:5 :;:
0-
_ c
'" Gl
C E
ro Gl
t U
Gl ro
0.0.
- Gl
C ~
Gl Gl
E:5
20
ro-
~ >-
'" 0.
'" 0.
.t:: ro
-
-
- 0
ro c
.t::
- '"
Gl Gl
- 0
0-0
C
Gl-o
'" c
ro ro
Gl>-
0...<:
. 0
U
<;::
'0
Gl
0.
CfJ
~
o
o
,
N
t-
CO
0)
t-
N
o~
,0
~~
~-
o
Ot-
Z-o
:!:::::c
E ro
Qico
0... (J)
o...~
LlJ ro
00...
LL~
00)
- .
~ 0
GlZ
-
Gl c
~ 0
(1):';:;
cn:C
ro c
Gl 0
o...u
Gl
~
:J
0"_
[!! ro
c~
o 0
.- -
- :J
g U
~ Gl
"'..0
c_
O (J)
U :J
>.';;
ro Gl
:;: Gl
.>:: ~
--
ro
:;:
c
ro
~ U
.2 ~
010
C '"
0.
.oE
.0 :J
:J_
a,(J)
-oGl
c [!!
ro-
-
Ol 0 .
.~ ro Gl
co > >
Gl 0 Gl
LiE-o
(J) Gl c
Gl ~ :J
o Gl 0
o E en
- ~
E 3:o~en C
~ .occ~ w ~
~Q)w_ooo ~ ~ w Co
E a. \U .- -+-' ..c 0
~E=roro~ ~w 0 -+-' ~ a.
~~~ro-w~ -ID ~ a U ID
Ero-+-'..c~roc co- c W w~
~www'co a.m ~ c ~ ._
co -0 a g>.~ $ u ~ 0, ~ Co :2 15 ~ ~
.8 ~ CIl'~ 1! ECIl 1! 3: Q) <;::: a. .!!! C ~ 3:
a.W>W_ -+-' ~..c ~ w co 0 0
~gow~cw ~-+-' W ..c W ~ ~-+-'
~oEU.8gS CIlo 0 -E C CIl OCll~
~'~ID ,_-co 0- ID
roa.~IDcOa. ~w ~ 0 ID ~ ~~
wID~um2'D wm m ~ ~ en ID~
w..c~cE-'-..c ..c ~ C..c~ .
w_ co 00- -~ -+-' ~ C -+-'-0
U ........"....c..CC ....... -oQ)
m~c~.-oro ~ID ~ co ~ ID '0-
C Q.):;J:Ju-+-, ro~ .0 c. ID ~ 5'Q)
en~E~iQ)~ E.!!! ~ en ..0 C ~3:~
roID~~w..c~ ~~ > E..c()c '5 ID~E
~ E .- - - Q) -" 0 0 - Q) Q) 0 0
....... ::S:=I....,+-o.. Q) :Jro..c -0
caC"'o.goQ) '+=rn Ci ua.>-- ..c I-t)u
o~~wu~..c~-o> c.. -0.0-0 -0 ~~.~
roCll()~~Q)~3:~o CIl -Q)~ 3 .r;::cc
Q)Q)<;:::-E~E .00E Q) ~~~ ~ ()og
-.r;::~ 0 ~->Q) ..0 >en> > CIl()-()
u-m'~u~ro~~1.... -0 '~-ol.... ~ IDWW
~g~'~~OE~~2~ ~'_~S()~~ n ~~w
.......0....... I- u-- >C'C C'C (/)-..c
(/)rog~'+-IDro~~rn ~roroOI.- I.... . 0"'0 U
en :Jo.coo_c .cc~-c c~EIDro
Ol....~(/)O_-'O>c.~ -mc~o om ~ID
_CIlCll.r;::c-o-o>O-~CIlenOcu u..oQ)-en
()a..r;::enQ)cQ)~()Eca.Q)()~ . E.r;::a.CIl
~w~I....EroWQ)ID'~2IDI....IDI....ID~m -E_
- ~ E 0 Q) - 0 .c.- x..c o....c 0 ..c - ..c Q) U') 0 +-'
c.~~n>ena.()~EQ)~~~3:~~~E<()o
03: Q) ~ o.~ 2 a3
u~a._Ea.a.~~ N ~ ~ ~ ~
(]), Q)6Q)Q)Q)0"
..co..c ..c..c..cCV
J-"'"J-U+-,__-+-,rJ'J
>.
c
CIl
E
.;::
-
o
-
-0
Q)
3:
o
CIl
en
~
Q)
E
E
.;::
-
Q)
>
o
~
~
c
CIl
:2;
-0
Q)
en
c
Q)
()
en
Q) Q)
- >
20
en ~
>.~
_ c
c CIl
OE
Q) -0 Q)
()Q) -
c .:: ...... co
ctl :J CD t-
:.:: 0" <D (j)
a.Q)Ec1!
EI...._o.....
o .!!! Q) E .r;::
U I.... C Q) :=:
-oc-03:
CIl- 0
+-,uw'"OQ)
C ctl I.... :J U
Q).l:JCDoc
E c a..r;:: CIl
cO=cn"'C
oucol-O
.!::: . '+-0 0 ()
> Q) ..... (,)
C (,) rJ) ~ ro
Q) C C r.-
c>.~.Q C .~
.~ c.. ro 0 0>
:Q E () u .~
>o!t .0
2urorJ)~
c..~ ~ C C
~EO"Q)O
.8Qj=EE
Q)a.CIlQ)Q)
- ........~.!::..c
,eOE~-
rJ) rJ)..c 0- 0
c.....~~........
o () en
c.. Q) ~ rJ)
en~~E6
Q) "" "" r.- ._
r.- 'u 'u Q) .....
.~ Q) C o...~
of;Q)ro~
noE-oell
C'C-~c:J
i-(OuccCJ
- 0 ~
c-o-oenQ)
o c .-
uro.9E:5
u ~
~ 0
't""" -gt>
COt CIl~
ncc~rJ)-c
. 0... ..... c> 0
,.... cu
_ -0 Q).-
i- c.!:: 1: Q)
CIl CIl ~~.r;::
CL _ 0"._ _
~ Q) en
c- 0 l............ ~
QarCilou
..... l.... Q) rJ)
() Q)
2 ~..c.;:: rJ)
OCll(J)CIl~
O:E~Ea5
ECIlE-o
CIl ~ E ::l .-
~(J)Een~
Q) - ~ ui'-
E ~ (J) ~ ell
C .- - 0 C
2~2:: CI)
.:; ~ a5'E E
c 0 E..o c
LU-l ~o
0- C rJ).!::::
~22oE
v C'S; ..... Q)
~CI)cr.-
oELU.8~
C C U ~ rJ)
,Q 2 Q) ~ t
t) ,- '-' C 0
Q)E:2og-
(J)Q)CLU~
:=::
E
~
Ol
0..
co ~ '
.J::.(f)iD
rJl co
COWO
._ Ol co
a:;..cO
-rJlC
CIl 0> 0
Ec:;::;
.- ()
iD~Ol
'l:I: al rJl
.J::. C C
0>'- .-
:::J 0>-0
o C Ol
l..... W'-
..c ~
_ C ()
.....CIlOl
~.g ~
->::OlrJl
CIl E CIl
i!; <( Ol
"EC.o
CIlO=
o rJl CIl
c:JC.J::.
.0 rJl
C:.;:::; CO
:2 ~ 'C
Cf'J i..j:: (])
Q.) .- -
:::J () CIl
o-~E
>-rJlCO
t..c~
co:-:=~
(3i!;CIl
Ol >- i!;
rJl 0..-0
CIl E ro
Ol 0 0
CL()c:J
rJl
CIl .J::.
.J::. UJ ()
() CL Ol
Jii7l 0 2Ji
__ Q.)I=l.....-
_C 'O<DCO~..oOl
'u 19 0 "'0 ~ .-
0:; f-CIlrJlO-o
WCf'J l.....CO>.-
o C ci.O>Ol>-c 6
_0 Ocll CIli!;
t) l..... l..... ..c <D
~co 0...:::I::<D..c
<D -- ..c U co w,~
ca3 o:::l..c-..c
>-E Ol.;:,i!;gi!;
Ol """ rJl rJl -
..c C .:::: CO'- 0 (/)
-0 <DwCf'J"O<D
o ,::: ..c .- :.c - :::I ('..
"0> -w- -CO<D
l.....a5 :s::.c"O"t>.o
o O-C~WO
en co ...c en co 0 0...-
Ol C rJl C _0 "
> ,Q w co c "I'"'" CD U
0,) en OCD(])Cf;1-
rJlrJl OlEEi:rJl(f)
EOl('-.o.. ~-~::5
_.- en..c ~ ,- ~u
Ol 0 rJl ().- i!;.J::.
..c l......;::;., "I'"'" - '+- CL
- CL,,:::!J 1 ~ m (])C6
OlCIl.2(f)i!;rJl..o.J::.O
WI+- 0 0> ~co o-w
Q) 0:0 cW 0>- W-J
:5 rJl Ol .~ 0 (jj rJl.91 U
"" Ol ~ cIl 2 ..0 .~ t >-
E .~ -0 ~:.:: <0::: ~ Ol U
.".=-0 ~Olo..
..o'-i!; iD~roOUJ
i7l~CIlO~~EO::~
.J::.CO
:-:==*1:
i!;->::
>-cIl
o..i!;
EE
o cIl
() 0
=C:J
cIl
.J::. .....
rJl '
_(f) .
CIl_iD
'C <D <0
OlOlo
-.J::.co
cIlrJlo
E 0> C
iDCo
=*I: 'C ,-
..c<Du
o>OlOl
:::I ,~ W
o 0> C
l..... C'-
.J::.UJ-O
- Ol
"\'"'"Ci..j::
'l:I: cIl'-
() ()
->:: .- Ol
-~o..
cIl Ol rJl
i!; E rJl
E<(CIl
cIl C Ol
00..0
c:JrJl=
~ C cIl
J20...c
:.;:::; w
.!!lcll_
cIl () cIl
'C i.+= 'C
Ol'U Ol
-Ol-
cIl 0.. cIl
2rJlE
~
o
Z
<(~
" cIl
U-o
f- Ol
(f).!:
::5ID
CL-o
rJl
0:-
UJ-
....JU
Uf-
>-(f)
U<(
UJ....J
n::CL
~O
>-UJ
;U
~n::
><0
OlLL
roZ
.J::.-
:;;UJ
n::
6(f)
>-(f)
'1:::5
CIl(9
()n::
-oUJ
Olc:J
Ol-
ZLL
rJl
Ol
N
'(ii
cIl
C
E
o
C
.J::.
()
-
cIl
E
cIl
.J::.
rJl
rJl
cIl
'C
Ol
-
cIl
E
<(
->::
()
.J::.
-
iD
.....-0
,~ ~
->:: cIl
() .~
Ol-O
o .!:
.J::.
()
cIl
Ol
C
rJl
-
o
..0
Ol
Ol
-
rJl C
o
~:.;:::;
j! al
C rJl
cIl >-
- cIl
rJl i!;
Q;~
- cIl
~ i!;
cIl-
._ cIl
-0 .~
_ 0..
co>-
- -
"? Ol
N:5
rci .~
.J::.-o
co Ol
'l:I:=
->::El
<ii~
i!; rJl
E cIl
2l Ol
c:J'i5..
Ol
.J::.
-
C
-0
Ol
-
cIl
()
o
Ol
..0
cIl
-
Ol
.J::.
-0
c.....
.- ,
-oU
Ol Ol
roO>
() cIl
o 0..
-;;;Ol
.- .J::.
cIl-
-.....
cIl 0
o C
-o.Q
Ol-
~ ()
.- Ol
:::J rJl
0--0
Ol C
n::CIl
c.J::.
0-
.- .....
- Ol
cIl-
- ~
(f)Ol
q:: i!;
.- 0
....J_
.J::.
()
cIl
Ol
C
0..
-
o
-0
C
cIl
-0
C
o
..0
rJl
C
o
:E
-0
C
o
()
cIl
~
Ol
C
Ol
0>
.....
o
C
o
t
o
0..
Ol
.J::.
-E
Ol Ol
-0_
:::J .-
- Ol
() C
E==
'(ii
0..
o Ol
I'- :5
o >-
- ..0
rJl -0
0.. Ol
o cIl
N 1il
E 2 C
e~ "0
'+- ,- <D C
rJl E - cIl
Q) l..... :::I "0
0> Ol.!: Ol
~o..E.J::.
l..... en l..... w
E 6 ~ 'E
Ol - ~ :::J
-co en'+-
rJlo>COl
iiJ I'- 0 ..0
OlCO $!1..8
:50 ,-" <D
l..... W ('I') l.....
0'- . cIl
......"...;t
:> rJl rJl
~ 0.- E
:::J..... i!; Ol
m>'o:-:=
~ 'ffi;:;:: C
o."O~:2
Ol cIl cIl
C 0>"0 - ,
0> co enl.....
,- l..... ~ 0
en <D en CL_
OOl>~E~
en I...L :::I l.....
Q)Q)(])CLc
.J::..J::..J::.<(o
f-f-f- '-'
Ol
.J::.
-
Q) ..cL!( ~
+-' "OO>,,\,"," COQ.)
cIl c:::J 'l:I: C rJl.J::.
E ene~o CDS
Q.) c~co~('-,~' :-:=
== .!QrJli!;>COCllE E
co CL.:!::::"O Q)~ .0
~ - B Co Q) ~ :-:= 'ffi ~
+-' ~ 0 moQ3 CD
~ ch&,c:J-gi!;,";"o i!;
.E Q3;:Ocen"Eu=:::Io
"0 Q)_OcCO......coo"o
Ol .J::...;t=CIlOOlro>-
l..... en--i9 CLCO CDO~ ~
1:::1 1Q)Q)_C..c CQ)
i c- O>..c "'0 ('I') 0 en -0 co ..c
!Q) c- I en<D..c'>
I ~ 'C i!; Ol rJl -0 = .0:: f- :>
II '-o>rJl Ol 0.J::. -Ol Q) en:J 'Ol- ('-.
Q) - ,::: - c- :
C-S:rJlOl2.~Ol ::::JO
I ~ '0,': cIl ~ ~ ~ n:: 'm as cCl
'-' C021l.....Qc-..c0...
'Ol WCCO>H"'_-OOl"
-of"' l..... en Q) c~ CO:.;:::; "'0 (;)"'0
UJ "I'"'" 0 Q.)...a 'C 0 - en co C
l.....>,o CD.Den--~CO
CL 0 cIl -0 .~ Ol Ol 0.. (f) -i!5 ..0 -0
- - f- ~ o...!: rJl E q:: Ol C
m = -- en 0> CD :::I:.:J,~ c 0
rJl~coi!;OlC.J::. 0..' .J::.=c:J
Q)LO:;!::Q):5UJ- -c
C .- rJl 0 -0 0 CL
t5=-==: > 'CO C ~ c; C <D~
i:iD~6Olrl<(CIl()<o:::.J::.CL
_ "I'"'" > ,_ - ,_ . CL C Q) _ _
'CO ('-. "E co;g. CD j Q) ~ :s: 0)-0
~ ~ ~ ~ :6 ~.~ ~ ~ ~ ~ 8
C
Ol
(9
Ol
-
:::J
.!:
E
~
Ol
0..
rJl
C
o
cIl
0>
-0
C
cIl
rJl
-
C
Ol
E
Ol
.0::
:::J
0-('-'
Ol C
~ 0
Q):';:::;
~ cIl
:::J-
rJl rJl
rJlq::
Ol=
~ Ol
0...J::.
Ol-
.J::. ~
- 0
Ol.....
~-o
cIl Ol
- ~
cIl :::J
.J::.o-
S ~
-0
Ol
cIl
-
rJl
-0 C
C .-
cIl-o
~ C
Ol cIl
el;'
--0
6 Ol
'-' .-
-o~
Ol :::J
ro rJl
~ Ol
Ol..o
.~ 0
>-
~ rJl
Ol.-
rJl.J::.
-
:5 rJl
.~ -:
c{j
0:-:=
:;::; i!;
El rJl
rJl ~
q::.2!
.- rJl
i!; C
o ~
.J::.-
rJl-
cIl
rJl :::J
C C
CIl cIl
CL E
~
o
U
LlJ
>-..,:
..0.;:::
""C 'c
(I).!!1
o
.!!1 (I)
00 00
c ro
"0 (I)
cCl...
ro C'-.
00 00
~ ~
(I) (I)
.<:.<:
~ ~
o 0
~.fi
"0"0
.!!1 (I)
c.ro
c.~
:::J ~
00 .-
~"O
o C
U ro
LlJ"O
(I)
(1)=
~g
..0 00
"0
c
ro
~ (I)
(I) .<:
~
= c/J __
o Q.) __.-
U.= aJ E
~ :J ....,..... 0:;
....... cr 0 '""'
C Q) I.... 10.."-
::11-0..0)
o I.... Q) c
U o,<:,c
1:5-0)
- CO ....... ..........
Q.) L... 0 CO
<1>-........ :>
:j::: co>
.- 0 (I) (I)
EUC."Oui
~:= ~ ~.~
~. .- 0
(I) ~ ~.;:; a3
:5croEO)
'+-cc......."Oco
0= 0 :::J
'+- 0.. c: en .$
ro E 0 ~ ro
..c o:;:;.E 'C
(I) o.!!1 (I) g.
..o:!:::ro:Cl-
c E ~ .- c.
01.... (/) en c..
0) (I).!: 5 ro
cc.(I)c.(I)
:;:;1.....,Cw.c
u.E......<D+-'
co: I.... I.... 0
cn~.E(/).......
'-.0 .- (/)
1....'- C> I.... C
o 00 coo
....... C._ _._
uoL...o.......
roc.(I)roro
.;:. (fJ ro .;:; .2
C(l)3:cc.
o I.... Q) 0 c..
U.OO"O U ro
00 C'-.
(I) 0)0
1O:!:: C ~
....... E 'C
CJ)I.... I.... Q)$
('f)Q)Q)~L.l..
c. = '" (j)
~ - 3:
c(jj8(1)(I)
.Q ro "0 E
:g3:~roo
c(])-o:!::......
o"O(I)Ec
U ro (j)..o.<:2
-c~:Jro
~'ffi rJ) en.S2
Q.) -+-,'- 0-
c..o Q)....... a.
(1)0 (1)"0 g-
(9o~~+-,
~ E '-.-
~"OI....g.E
o~Q}C1)ID
0._ c.. I.... ,....
':::J ~
NcrQ.)oCJ)
~Q)..c.........c::
<0 I.... I- () ._
"'cn .co:v
r---..- 0.;:;.......
~ =(1) ~ 5 ro
~2sU~
~:!::L.1..(l)""O
::::ECf.>f;co
E (I) (I) 00 0
I....CL..c__
Cl) = +-' '"'0
Cl...(I)'<:~C
0... E g'c res
w....... 0 ::J C
o ro ~ 0 ro
LLEEu a.
(I) "0 (I)
0(1) ~
c.:..... ctl
Ctl :J CD I....
== c-a>Ci)
C.(I)Ecj!!
E~_o~
o .!!l (I) E .<:
u I.... C Q) ::::
ro.815"03:
.....uCl)""OCl,)
c co I.... ::l {)
Q)~Q)oc
E c c..<: ro
CO-oo"O
00 co I.... 0
I.... . '+- 0 u
'S: Q) 0 ....... u
c u (/) u cti
CO c c ~
O).~ .Q C'~
.~ CL ro 0 C)
"0 E 0 U .!:
'S; 0 ~ 0
eurou:i::::
c..:!:: :J C C
~Ec-(I)O
.E(jj=EE
(I) c. ro (I) (I)
-.......:t:::.!::::..c
;-QoE:J::
00 00 ..0 c- 0
5t5:J~'+-
CLWc/J:!::CIl
OOC."OE15
Q) (/) C I.... ._
I.... co co Q).......
cnl...........CL~
.- (I) C _'_
oEQ)ro~
~oE ro
U :J""O:J.
ro=uCrr:!::
.;:; C'O 0 co I.... E
c "'0 ""0 en '(jj I....
OCoi:.<:(I)
UC'C__............CL
c
o
"0
(I)
~
ro
.~
"0
c
.!!l
00
(I)
c.
Co
~
.E
c
o
:;::;
ro
~
~ .
(l)C'")
c '
(I)(j)
c.~
E 3l
:::J'<:
E 00
.- 0)
.~ c
E 'C
(I)
"0 (I)
C C
ro '0,
c c
OLlJ
:;::;c
ro ro
> 0
(I) ._
- ~
(I) (I)
.9- E
1-<(
00
"0
~ c
15 CO I....
- (l)U ~ - (I)
eel.... \U <0 .....0)
1000"........ en WCf)
C"?:;::;:;::;..c""O<DO cIDEro
tOO (j) (I) .<: 00 '-.<: ro (I)
co 2 2 0 "'0 +-' Q) en ...... .- -
O"'O......+-'(I)ccnu :J,-"'Oo...
I.... (/) (1) .- en .E =co c'
c:-a.. c.$c 0 2: :>
O 0 0._ ~ (I) > = ~ 0
mc.>C'C '-' o Cts\U:.;::;
:.;::; Q.) c...~ l.... (/) ..c +-' ~ co
aJ'u fr E (I) 0 ro 00 (I) 0 >
....... Q.) Q.) .- c.> Q.) c ~ ~ ..c Q.)
00.. .......CellO -'"(/)(1)
l.... (/) ~ c ro 0 ._ -: 'V
Cl... 0 (I) = C. 0000 3: .~ 00 C.
""0....... >.- l.... ""0 o..~:.;::;
rnQ.)= ())Q.):::s~ Cii.2"Ctsco
~~~0l....2:c..0 0(1)>'-
C Q.) c..::l l.... ::-
Q.) C') t5 0 (/) .~ CL ..c ..c"E 0
E c ro~_.<: (I) 3:1- ro.<:
cCts~cDO"""'..c Q) '0,&
o"Oc C 0 - ~ ~ C'-. c Cl..o c ~
l.... ocQ.)~.............. C '-'
.;;; LlJ U ro > (I):s:2.!!l (I) 0 g' (I) ~
c ,.,..., = cD en _ ."- ..c _. ,,_ "" .:::;;
W \"1 Q)'- - O~' ....... ...... ........ \U ...J
cv)..c Q) ......:t:: (/) 0 l.... Q).~ Q) c-
o ~~roro 002><>(1)
"I"""" C (/) ::J ..c ...... 0 .- '+- Q)'_ l....
-0(1) >en......"O_"I"""" C')en
;.. :.;::; l.... ell > f/) ""0 CD 'co C"? Q.) ...... (I)
u .- l.... - Q) '+- +-' ..c 0
o ID ::l Q} =' (; Q):"= Q) (jJ ...... C '0..
C(j) C-"O en..... c"'O""O ID......
o (l)c"Oo =-=000(1)
.- - l.... ::l'!:::: co ol.... ~ co c.. C') Q) ..c
..... C "I"""" ..c l.... c.> l.... ""0 ........
~ 0 . (/) Cts c t5 ""0 '0.. Q) .~ 0 E
.- :.;::; l1:l.~ Q.) 0 co.~ >.........(1)"0 ~
~::l .....(j) l....'+- ;:_!::::
u () co 'S: () ...... :..= ...... E::l . i.t-
Q)Q)l....:';::;""OQ)ccoQ)co..oIDC
c. >< ro 0 c .<: 0 ;;..<:._ (I) = 0
(j)LlJCl...roCll~U_I-"O~c.o
eolter County
~.-
Admini5lralive Services Ovision
Purchasing
Email: ScottJohnson@colliergov.net
Telephone: (239) 252-8995
FAX (239) 252-6588
ADDENDUM 2
Memorandum
Date:
December 14, 2010
From:
Scott Johnson
To:
I nterested Bidders
Subject:
Addendum # 2
Solicitation # and Title 11-5628 Tigertail Beach Restroom & Boardwalk
Improvements
The following clarifications are issued as an addendum identifying the following change (s)
for the referenced solicitation:
. See 199 page attachment
If you require additional information please post a question on the Online Bidding site or
contact me using the above contact information
c: Clint Perryman
Please sign below and return a copy of this Addendum with your submittal for the above referenced
solicitation.
(Signature)
Date
(Name of Firm)
AddendumTemplate
Revised: 4/15/10
1
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:YERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
COLLIER COUNTY DEPARTMENT OF FACILITIES MANAGEMENT
VERTICAL STANDARDS
FOR
COLLIER COUNTY GOVERNMENT BUILDINGS
SEPTEMBER 28, 2006
Revised 11/13/07
Revised 3/1/10
Revised 11/2/2010
Table of Contents
DIVISION 1 - GENERAL REQUIREMENTS ..............................................................................4
010000 - GENERAL PROVISIONS.. ........................ ................................................ .......... ......4
010020 - SPECIAL DESIGN REQUIREMENTS .....................................................................5
014200 - REFERENCED CODES ANTI STANDARDS...........................................................8
017700 - CLOSEOUT DOCUMENTS ......................................................................................8
017839 - PROJECT RECORD DOCUMENTS .........................................................................9
017823 - OPERATION ANTI MAINTENANCE DA TA.........................................................9
DIVISION 2 - EXISTING CONDITIONS...................................................................................1 0
022600 - HAZARDOUS MATERIAL ASSESSMENT ..........................................................10
023200 - GEOTECHNICAL REPORTS .................................................................................10
024200 - SALVAGE.......... ....... .......... ............................... .... ................. ...... ....................... .....1 0
DIVISION 3 - CONCRETE .........................................................................................................10
030000 - GENERAL........ ....... ................ ... ............. ...... .............. .... .................. ...... ..................10
030010 - DESIGN REQUIREMENTS .............................. ..... ..................................................1 0
033000 - CAST-IN-PLACE CONCRETE ...............................................................................11
033010 - CONCRETE WALKWAYS .....................................................................................11
DIVISION 4 - MASONRY ..........................................................................................................12
040000 - GENERAL. ......... ......... ......... ............................... ....... ................ ............. .................. 12
042000 - UNIT MASONRy................ ...... ................................... ......................... ............... ....12
DIVISION 5 - METALS... ... ...... ................................ ..... ................... ...................... .... ......... ...... .12
050000 - GENERAL........ ............. ..................... .......... ................... .... ................. ..... ....... ....... ..12
DIVISION 6 - WOOD AND PLASTICS .....................................................................................13
061000 - ROUGH CARPENTRY ...........................................................................................13
062023 - FINISH CARPENTRY............................ ............ .......... ........ ..... ... ........ ......... ......... ..14
064023 - CASEWORK................. ...... ........................ ........... ..................... ............................ ..14
DIVISION 7 - THERMAL AND MOISTURE PROTECTION ..................................................15
070000 - GENERAL....... ..................... ... ........................... ...... .... ........................... ..................15
072100 - INSULATION .......................... .................................................................................16
072419 - EXTERIOR INSULATION FINISH SYSTEMS - EIFS .........................................16
075100 - BUILT UP ROOFING...................... .........................................................................16
075216 - SBS MODIFIED BITUMEN ROOFING..................................................................16
075323 - EPDM ROOFING .......................... ...........................................................................17
076100 - METAL ROOFING ...................................................................................................17
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 1
Shared:Project Files:_Project 451 to 475;469 Tigertail Beach Boardwalk:Addendum:VERTICAL $TDS rev 1210201O.docMay Revision Mark~Up COMMENTS 12/10/:
076200 - METAL FLASHING AND ACCESSORIES ...........................................................18
077200 - ROOF ACCESSORIES .............................................................................................18
079200 - JOINT SEALANTS.......................... ................................ .... ........ ............. ............... .19
DIVISION 8 - DOORS AND WINDOWS .................................................................................19
080000 - GENERAL.. .................... ......................................................................... ....... .......... .19
081113 - STEEL DOORS AND FRAMES ..............................................................................19
081416 - PLASTIC LAMINATED FLUSH WOOD DOORS.................................................20
083113 - ACCESS DOORS......................................................................................................20
081116 - ALUMINUM DOORS AND FRAMES....................................................................21
083323 - OVERHEAD COILING DOORS .............................................................................21
085113 - ALUMINUM WINDOWS ........................................................................................21
086200 - ROOF SKYLIGHTS .................................................................................................22
087100 - DOOR HARDWARE...................... ..........................................................................22
088000 - GLAZING .................................. ..... ..................... ............ .......... ........................ .... ...23
089000 - LOUVERS AND VENTS .........................................................................................23
DIVISION 9 - FINISHES..... ..................... ............. ................... ....... ................. ....................... ....24
090000 - GENERAL.. .... ..................................... .... ........... ........... ......... ... ........... ............. .... ....24
092400 - PORTLAND CEMENT PLASTER ..........................................................................24
092900 - GYPSUM BOARD ASSEMBLIES ..........................................................................25
093013 - CERAMIC TILING............................. .............................................. ..... ...... .......... ...25
095123 - ACOUSTICAL TILE CEILINGS .............................................................................26
096500 - RESILIENT TILE FLOORING ................................................................................27
096513 - RESILIENT WALL BASE AND ACCESSORIES ..................................................27
096812 - TILE CARPETING .... ...... ............................. ........... .......... ..... ............. ............ .........27
096816 - SHEET CARPET ......................................................................................................27
097200 - WALL COVERINGS................................................... ........ ........ ............................ .29
099100 - PAINTING.................... .......................... ................. ..... ......... ...... ......... ..... ....... ...... ..29
DNISION 10 - SPECIALTIES.......................... .... .......................................... ............. ...............30
100000 - GENERAL............ ..... ........................... .................................................. .................. .30
101400 - SIGNS................. ......... ................................................ ................. ........... ................ ..30
102113 - TOILET COMPARTMENTS ...................................................................................31
102800 - TOILET ACCESSORIES. ... .............................................. ................ ........................31
102810 - MIRRORS.. ...... .................. ........................ ........... ............. ..... ................ ..................32
104300 - EMERGENCY AID SPECIALTIES.........................................................................32
104400 - FIRE EXTINGUISHERS AND CABINETS............................................................33
107100 - STORM PANELS .....................................................................................................34
DIVISION 11 - EQUIPMENT .....................................................................................................34
110000 - GENERAL............. ....... .................... ..................... ........ ................ ....... ................... ..34
112423 - WINDOW WASHING EQUIPMENT......................................................................34
DNISION 12 - FURNISHINGS...................................................................... ............... ............ .34
120000 - GENERAL......... .................................. .... ............. .... ..... ................ ....... ........... ........ ..34
120010 - OFFICE FURNITURE ..... ..................... ....................................................................34
124800 - RECESSED FOOT GRILLES ..................................................................................35
DIVISION 13 - SPECIAL CONSTRUCTION ............................................................................36
130000 - GENERAL........ .................. .................... ..................... .................. ........ ..... ... .......... ..36
133419 - METAL BUILDING SYSTEMS .............................................................................36
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 2
Sbared:Project Files:]roject 451 to 475:469 TigcrtaiJ Beach Boardwalk:Addendum:VERTICAL STOS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/]0/:
DIVISION 14 - CONVEYING SySTEMS..................................................................................36
140000 - GENERAL.. ... ............. ......... ....... .................. ...... ................. ............... ..... ............. ....36
142000 - ELEVATORS ............................................................................ .............. ............. .....36
144000 - WHEELCHAIR LIFTS..... ............. ..................... ............. ......... ................ ............. ...3 8
DNISION 21 - FIRE SUPPRESSION.........................................................................................38
211100 - FIRE SUPPRESSION SPRINKLER SYSTEM........................................................38
DNISION 22 - PLUMBING ............................... ................. .............. .............. .............. ..... .........38
220000 - GENERAL DESIGN REQUIREMENTS .................................................................38
221000 - WATER DISTRlBUTI0N PIPING ..........................................................................40
224000 - PLUMBING FIXTURES...................... .................. .......... .......... .................... ........ ..40
224010 - WATER HEATERS ............................................................................................. .....41
DNISION 23 - HV AC .......................................... ................ ................................ .......................42
230000 - GENERAL........................................ ... .......... ........ ............. ............ ......................... ..42
230010 - MECHANICAL SYSTEM DESIGN REQUIREMENTS ........................................42
230020 - AS-BUILT DRAWINGS ..........................................................................................43
230021 - FINAL CLEANING AND ACCEPTANCE .............................................................43
230548 - VIBRATION AND NOISE CONTROL...................................................................44
230553 _ MECHANICAL IDENTIFICATION................. .......................................................44
230563 _ ANTI-MICROBIAL TREATMENT..................... ................. ............... ................ .... 44
230593 - TESTING, ADruSTING, AND BALANCING .......................................................44
230713 - DUCT INSTALLATION ..... ..................................................... ............................ ....45
232300 - REFRlGERANT PIPING.... .......................................... ............................. .......... .....45
233113 - METAL DUCTWORK .............................................................................................45
233116 - FIBROUS-GLASS DUCTWORK ............................................................................45
233233 - PLENUM RETURN SYSTEMS ........ .......................................................................46
233346 - FLEXIBLE DUCTS........ ....... ................ ....................................... ............................46
234000 - AIR FIL TERS..................................... ......... ........................ .......... ........................ .... 46
236400 - CHILLER EQUIPMENT AND PIPING...................................................................46
236500 - COOLING TOWERS.......................... ..................... ... ........................... ................. ..48
237300 - SPLIT - SYSTEM HV AC UNITS............................................................................48
237400 - ROOFTOP UNITS .............. ................................ .... ............... ................ ................... 49
238400 - DEHUMIDIFICATION EQUIPMENT ....................................................................49
DIVISION 25 - INTEGRATED AUTOMATION .......................................................................50
255000 - HV AC CONTROLS ..... ................ ......... ............. ....................... ................ ......... ... .... 50
DNISION 26 - ELECTRlCAL ................................................................................................ ....51
260000 - GENERAL.......................... ................................. ..... ... ................... .............. .............51
260010 - AS-BUILT DRAWINGS ................. .........................................................................52
260020 - RENOVATION AND RETROFIT WORK..............................................................52
260030 - SPECIAL EQUIPMENT ROOM REQUIREMENTS ..............................................52
260040 - IDENTIFICATION.......... ...... ....................................................... ............................52
260500 - CONDUCTORS AND CABLES ..............................................................................52
260526 - GROUNDING.................................... ........... ............ ......... ........... .............. .......... .... 53
260536 - CABLE TRAYS ........................................................................................................53
260620.16 - DISCONNECT SWITCHES AND CIRCUIT BREAKERS ...............................54
260620.26 - DEVICES ........... .................. ............... .......................... ......... ............. ............. .... 54
262200 - TRANSFORJvlERS ..... ............. .......... ....... ....................... ........... ................... ...........54
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 3
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12110/:
264100 - LIGHTNING PROTECTION ...................................................................................54
264300 - TRANSIENT VOLTAGE SUPPRESSION..............................................................54
265100 - INTERIOR LIGHTING ....................................................................................... .....55
265200 - EMERGENCY LIGHTING...... ...... .............................. ........... ...... .... ........... ....... .....55
265300 - EXIT SIGNS.... ................ ...... ...... ............... ........ .................. .... ............. ... .................55
265600 - EXTERIOR LIGHTING........... .................... ....... ......................................... ........ ... .56
DIVISION 27 - COMMUN1CATIONS .......................................................................................56
272000 - INFORMATION TECHNOLOGY (IT) ..................................................................56
272010 - FIBER OPTIC LINES ........................................................................................ .....56
273000 - TELEPHONE SySTEMS..................... ..... .... ................................. ..........................57
274000 - CABLE TV SySTEMS............................................ ..... ................. ...........................57
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY .....................................................57
281000 - SECURITY ALi\RM ................................................................................................57
282300 - CCTV VIDEO SURVEILLANCE ............................................................................58
283100 - FIRE ALARM ....................... ....................................................................................58
DIVISION 31 - EARTHWORK ...................................................................................................59
310000 - GENERAL.... ........................ .................................... ..... ........ .................. ..................59
312000 - GRADING..... ..... .......... .......... ...... ................................. ..... ..................... ........... .......59
DIVISION 32 - EXTERIOR IMPROVEMENTS .......................................................................59
329300 - LANDSCAPING ...................................... .... ........................ ..... .................. ....... .......60
PROJECT CHECKLIST................ ................................ ............................... ........... ............ ......... 60
PROJECT DATA FORM ..............................................................................................................60
1998 SPACE ALLOCATION AND UTILIZATION PLAN........................................................60
DIVISION 1 - GENERAL REQUIREMENTS
010000 - GENERAL PROVISIONS
A. The Department of Facilities Management is assigned the responsibility of
publishing building standards that are to be followed by all Departments and
design teams. Any exceptions to these standards must be approved in writing by
the Facilities Management Department. All construction design drawings are to
be approved by the Facilities Management Department prior to commencement of
the project. The Department responsible for the construction of the project will
invite the Facilities Management Department to visit the site during the
construction phase to insure that the County Standards are being followed.
B. These guidelines shall be considered minimum standards which do not relieve the
Design Professional or Contractor from mandatory code compliance or
coordination with specific project requirements. These standards may be used
only as the basis for specifications written for specific County projects. No
portion of this document may be copied and used as the sole specification for any
project.
COLLIER COUNTY VERTICAL STANDARDS PAGE 4
NOVEMBER 2, 2010
Shared:Project Files:_Project 451 to 475:469 Tigcrtail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
C. Green Design: The Design Professional shall incorporate sustainable design
features into all new proiects and maior renovations. These design features must
include: Bicycle racks, bus shelters when appropriate, operable windows when
appropriate, energy efficient appliances and equipment, placement of trees to
reduce solar heat gain, orientation of structures to reduce solar heat gain,
structural shading whenever practicaL and other similar energv saving features.
D. Design Professional will desigH to a "GreCH StlHldard", miHimally to a "eertified
grecH" level. Design Professional shall deliver contract documents including
design and specifications for LEED certified proiects( s) when required bv the
RFO. preliminary design program. or contracts. LEED target level (gold.
platinum. etc) and specific recommended LEED points shall be reviewed with and
approved by Facilities prior to completion ofrequired written design program.
010020 - SPECIAL DESIGN REQUIREMENTS
A. The Design Professional shall complete a Project Data Form for each project. The
Project Data Form shall include the following information:
I. Name of Project
2. Address or Location of Project
3. Enclosed S.F. Area Tabulation listing all floors and total
4. Project Budget
5. Summary of Program Requirements
6. Project Checklist
The Project Checklist must be reviewed with the Facilities Management Project
Manager. A copy of a sample Project Data Form and Checklist is attached to the
end of the Vertical Standards Document, and may be expanded as needed to suit
the project. The Project Data Form must be submitted to the Facilities
Management Department with a written Program for each project. The form shall
be updated at the completion of Schematic Plans, Design Development Plans,
Construction Documents, and Closeout Documents.
B. All new public safety facilities (EMS, Fire, Sheriff, Designated Shelters, Public
Utilities, Emergency Management, etc.) shall be designed to meet the following
minimum standards:
I. All public safety building structures shall be designed to withstand wind
pressures resulting from not less than 140 mph winds (fastest mile), or
160 mph 3-second gust.
2. Components, cladding, doors, windows, and opening protection coverings
used at new public safety buildings shall be designed to withstand wind
pressures resulting from not less than 140 mph winds (fastest mile). All
openings shall be protected to withstand impacts from wind-borne debris
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 5
Sbared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL sms rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
in accordance with FBC section 1606.1.4 except test or design velocities
shall be increased 25%.
3. The finish floor elevation of all public service buildings, including vehicle
bay areas, shall be not less than 12" above the base flood elevation
established by FEMA unless specifically approved otherwise bv Facilities.
4. The first floor elevation of all enclosed portions of public service
buildings used for offices, habitable areas, or essential equipment and
maintenance areas shall be raised or flood-proofed to a height not less than
36" above the base flood elevation established by FEMA.
5. The Contractor shall furnish the County a signed and sealed Flood
Elevation Certificate certifying the fmished floor elevations for all new
construction and leased property.
C. Johnson Controls is the County approved sole source provider for seemity and
building automation control systems.
D. Building Automation MetaGYs System
I. Johnson Controls Metasys shall be provided in all new buildings, subject
to a case by case review considering building size and location
2. It is the responsibility of the controls contractor to install and set the alann
set Points under the direction of Facilities Management.
3. At proiects with lift stationls), emergencv generators. computer room AIC
and large UPS systems arc installed and where a building automation
svstem is provided, the critical alarms for each piece of equipment shall be
monitored remotelv.
E. Card Access
I. Card access shall be installed on new buildings constructed as directed by
FM staff. All components of the system shall be backed up with a
"building" UPS if available or, if not, a single UPS dedicated to the
security and BAS systems, and by the generator if a generator is available.
Provide proximal readers with keypads if required. Contractor is
responsible for programming back to the operations center. Contractor
shall provide at least 2 HID cards for person in the projected staffing of
the building.
2. Doors controlled by card access will use County approved subscription
service Cylinders supplying two (2) keys per door.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 6
Shared:Project Files:_Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL $TD$ rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
3. Anv door controlled by card access during a construction or remodel
proiect shall have a subscription kev on the lock according to the CC
Standard Kev System, with a c01;JV inventoried electronically at the
operations center.
4. Card readers shall generallv be HID ProxPro 5355. Specialty readers of
biometric units mav be required on some facilities. Installation shall be
compatible with and integrated into the existing lCI Pegasys system at
Collier County Building W.
F. FD Lock Box
I. A Fire Dept. approved lock box shall be installed in close proximity to the
front door.
G. Emergency Call Boxes
I. Provide "Code Blue" assistance box where designated by FM Security
Staff. The assistance box SHALL be furnished with a standard blue
exterior for easy, visual identification.
H. CCTV
I. Each building will have appropriate CCTV coverage as directed by
Facilities Management.
1. Uninterrupted Power Supply CUPS) systems, when required on a project, shall be
monitored with existing software in the Facilities Management Operations Center
in Building W. Monitoring shall be compatible with the Eaton Cellwatch System.
1. Commercial recycling is mandatory in Collier County. To that end, any area that
would generate recyclable materials should have sufficient space to place a
suitable container to handle the type and quantity of waste generated. Typical
examples would be large trashcan near copiers and a metal/glass I paper
separator in break or lunch rooms, etc. Design Professional shall consider
locations of trash receptacles, recycle bins, and dumpsters to facilitate ease of use.
K. Design Group shall provide a color rendering for building projects of$I,OOO,OOO
or larger, unless directed otherwise by FM staff. Rendering shall be matted and
framed to match existing projects.
1. Frame size: 24" x 36"
2. Frame finish: Chrome, polished face, brushed sides
3. Matt color: Match existing, unless directed otherwise by FM staff
4. Provide digital copy of rendering, 600 dpi, in TIF, BIM, and CAD format.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 20 I 0
PAGE 7
Shared:Project Files:~Project 451 to 475:469 Tigertail Beacb Boardwalk:Addendum:VERTlCAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/l0/:
5. Deliver rendering and digital copy to Facilities Management prior to
completion of Construction drawings.
014200 - REFERENCED CODES AND ST~"IDARDS
A. All buildings must be designed to meet all ADA standards as they apply to
government buildings.
1. FM policy encourages user-friendly design with accessibility features
above the minimum level of standards established by the ADA.
a. Provide automatic door openers at main entrances of new and
renovated public buildings, ie. Tax Collector, Elections, etc.
b. Provide areas of refuge at each stairs.
B. All work installed is to comply with the latest Florida Building Code and all
Federal, State, and Collier County Ordinances and Codes legally adopted by the
authorities having jurisdiction, including applicable appendices and editions. In
case of differences between these Codes, the most stringent shall govern.
C. All work shall comply with applicable portions of the Referenced Standards listed
in the FBC including but not limited to AAMA, ACI, AISC, ANSI, ASCE,
ASHRAE, ASTM, FM, GA, OSHA, SJI, LEED, USGBC, ADA, IES, and UL
standards.
D. All work shall comply with the latest edition of all adopted Collier County
Ordinances and Land Development Codes.
E. It is the responsibility of the Design Professional to contact the appropriate
Authority having Jurisdiction (AHJ) to confIrm adopted rules, codes, editions,
and subsequent amendments, revisions and/or additional codes and ordinances.
F. Provide all documents required for permit applications including but not limited
to:
I. Fire ProtectioB Plan SuBmittal, required by Collier COlfflly Fire OffIcial.
2. Building permit application checklist.
017700 - CLOSEOUT DOCUMENTS
A. Contractor shall provide 2 copies of Closeout Documents at the time of [mal
completion for review at least fIvc (5) days prior to application for fInal payment.
Closeout Documents include all warranties, users manual, written maintenance
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 8
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/10/:
instructions for all materials and equipment, and Record Documents. All materials
except as-built plans shall be organized by specification section number and
bound in 3-ring binders.
017839 - PROJECT RECORD DOCUMENTS
A. Record Documents include as-built plans, supplemental drawings and diagrams,
as-built specifications, approved submittals, and records of all changes, including
but not limited to Addenda and Change Orders.
B. Upon submittal for permitting, Design Professional shall provide (I) CD-Format
Disk containing Floor Plan drawing(s) in AutoCAD format (DWG Files) to
Facilities Management.
C. The Contractor shall maintain and regularly update 'as-built' drawings and shop
drawinglsubmittal file indicating exact locations, material, equipment, etc., as
installed. Include locations of buried sleeves, hidden piping and conduits, sizes,
etc. not specifically shown on the Drawings.
D. Keep one set of record documents at the site for the duration of construction. Do
not use record documents for daily construction use. Clearly identify, date, and
initial all changes with a red pencil on the plans, specifications, and submittals.
Transfer all changes to the final as-built documents at the completion of
construction.
E. Contractor shall provide two (2) sets of fmal as-built drawings and two (2) CD-
Format Disks containing a set of final as-built drawings in PDF format upon
completion of work. Deliver as-built drafting and CD disks to FMS Design
Professional prior to application for fmal Payment.
F. Upon approval of Record Documents received from Contractor, the Design
Professional shall update the Reor Plan(s) to include as-built information.
Provide one (1) CD with AutoCAD file of revised Fleer Plan(s) to FM prior to
close-out of contract.
017823 - OPERA nON AND MAINTENANCE DATA
A. Prior to Contractors application for final pavment. Contractor shall provide
manufacturers operation and maintenance manuals for all equipment, fixtures, and
all materials requiring maintenance as part of the Closeout Documents. Provide
one (1) set in 3-ring binder(s) and two (2) CD copies in PDF format.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 9
Shared:Project Files:]roJect 451 to 475:469 Tigertail Beacb Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/l0/:
DIVISION 2 - EXISTING CONDITIONS
022600 - HAZARDOUS MATERIAL ASSESSMENT
A. Unless indicated otherwise for renovation projects, a hazardous material report
may be provided by an independent firm currently under a continuing services
contract with the County.
023200 - GEOTECHNICAL REPORTS
A. Geotechnical report may be provided for the Contractors use, but is not a
guarantee or warranty of subsurface conditions.
024200 - SALVAGE
A. Unless indicated otherwise as salvage material, items indicated or scheduled for
demolition shall become property of the Contractor and shall be removed from the
jobsite.
DIVISION 3 - CONCRETE
030000 - GENERAL
A. ACI, CRSI, WRI, FBC and Division I requirements apply to all concrete work.
B. Testing: Unless specificallv indicated otherwise in the contract documents, the
Contractor shall provide an adequate allowance for the services of a licensed
materials testing laboratory to measure slump and test compressive strength of
concrete used in footings, slabs, and beams. Provide tests daily for each batch
mix and as required by Code, Building Official, and Contract Documents.
Concrete not meeting specified strength requirements shall be removed and
replaced.
030010 - DESIGN REQUIREMENTS
A. Floor slabs shall be designed not less than 8" above [mish grade.
I. All floor slabs shall be designed for not less than 125 psflive load.
2. IT room floors shall be designed for not less than 200 psf live load.
B. Delegated Engineering; Structural components such as precast panels shall be
designed and sealed by a Structural Engineer licensed in the State of Florida. All
shop drawings shall be reviewed and approved by the Design Professional of
Record prior to fabrication.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 10
Sbared:Project FiJes:_Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
033000 - CAST-IN-PLACE CONCRETE
A. Comply with ACI 318 standards. Ready-mix concrete is to comply with ASTM
C94.
I. Do not place concrete more than 90 minutes after batch mix at the plant,
and do not place concrete more than 60 minutes after batch mix when the
temperature exceeds 90d F.
2. Do not use concrete mix containing fly-ash in floor slabs or walkways.
3. Do not add water to concrete on-site. Field modifications to concrete mix
are not allowed. Concrete watered-down on-site shall be removed.
B. All slabs shall be finished to a tolerance of not over 1/4" depressions in 10'-0" in
any direction when checked with a 10' straightedge. Interior slab control joints
may be sawcut or tooled.
C. Provide diagonal reinforcing in floor slabs at all reentrant comers. Cure all poured
concrete to minimize cracking.
033010 - EXTERIOR CONCRETE SLABS AND W ALKW A YS
A. All exterior concrete slabs and walkways shall receive a heavy broom finish
texture to provide a slip resistant surface. Broom texture shall be perpendicular to
the direction of travel. There shall be no steps in the accessible route from
accessible parking stalls to the main building entrance.
B. Reinforce slabs and walkways with 6x6 WWF.
C. Provide expansion joints at not more than 20'-0" o.c., at each change of direction,
and between exterior slabs and adjacent walls. Provide control joints at not more
than 6'-0" o.c. Exterior slab edges, expansion joints, and control joints shall be
neatly tooled.
D. Exterior walkways shall not be painted.
E. Provide concrete stoop at each exterior door.
F. No steps are allowed at doors.
G. Provide the tactile warning surfaces at all pedestrian sidewalk crossings per ADA
requirements.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE II
Shared:Project Files:~Project 451 to 475:469 Tigertail Beach Boardwalk:Addendurn:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
DIVISION 4 - MASONRY
040000 - GENERAL
A. FBC, NCMA, ACI, and Division I requirements apply to work of this section.
042000 - UNIT MASONRY
A. Where CMU construction is used, provide standard 'Neight, /\STM C90, Grade 1'1
I units. CMU exterior load heariBg walls are to be reinforced vertically and
horizontally. All reinforced cells shall be grouted solid full-height. Provide
inspection holes at bottom of all vertically reinforced block cells. Provide mortar
and grout installed in strict compliance with provisions of the codes. Bottom
course shall be laid in a full bed of mortar. Lay up walls plumb and true and with
courses level, accurately spaced and coordinated with other work. Do not use
chipped or broken units. Do not wet units or lay block in the rain. Properly
dispose of excess mortar and materials off-site; do not bury materials on-site.
Remove all loose mortar and repoint as needed prior to application of finishes.
Masonry walls shall be straight, true, and plumb to within 1/4" in 8'-0" when
checked with a straightedge in any direction.
B. Brick veneer or decorative masonry may be used with appropriate waterproofmg
materials, subject to compliance with Collier County Ordinances and FMS
approval.
DIVISION 5 - METALS
050000 - GENERAL
A. FBC, AlSC, A WS, and Division I requirements apply to work ofthis section.
1. All exposed metal components shall be stainless steel, galvalume, hot-
dipped galvanized steel, copper, zinc, bronze, anodized aluminum,
painted aluminum, or similar non-corroding metal.
2. Plain or painted steel shall not be used in exterior locations.
B. All steel construction shall comply with AISC Specifications for Structural Steel
Buildings and Code of Standard Practice. Steel plates to comply with ASTM
A36, anchor bolts to comply with ASTM A307, all fasteners to be s.s. or
galvanized. Shop and touch-up primer to be "10-99 Tnemec Primer" or
Rustoleum 5769 or equal.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 12
Shared:Project Files:_Project 451 to 475:469 Tigertail Beach Boardwa1k:Addendum:VERTICAL STDS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/IOi':
C. Structural steel construction shall be designed by a Structural Engineer licensed in
the State of Florida. Delegated Engineering for structural components shall be the
responsibility of the manufacturers Structural Engineer licensed in the State of
Florida. All shop drawings shall be reviewed and approved by the Design
Professional of Record prior to fabrication.
D. Aluminum construction shall comply with the Aluminum Association
Specifications for Aluminum Structures, Aluminum Design Manual, Part 1 and
the FBC.
DIVISION 6 - WOOD AND PLASTICS
060000 - GENERAL
A. FBC, AITC, APA, AWI,AF&PA, NDS, TPI, NFOPA, and Division 1
requirements apply to work of this section.
B. Delegated Engineering; Prefabricated structural components shall be designed and
sealed by the manufacturers Structural Engineer licensed in the State of Florida.
All shop drawings shall be reviewed and approved by the Design Professional of
Record prior to fabrication.
C. When pre-engineered wood trusses are used, the Contractor shall provide truss
shop drawings and sealed truss engineering within 14 days of notice to proceed.
Failure to do so will not be accepted as a reason for an extension of the contract
time.
061000 - ROUGH CARPENTRY
A. Provide pressure treated wood where sills, nailers, and/or furring are in contact
with concrete or masonry. Produce joints that are tight, true, well nailed, with
members assembled and fastened in accordance with the drawings and with
pertinent codes and regulations. Provide solid wood blocking and/or shims for
finish materials as required to maintain a tolerance ofmax. 1/4" deviation in 10'-
0" when measured with a 10'-0" straightedge, plumb and true, for all substrate
framing where finish materials will be exposed to view. Do not use warped
members.
B. Stud framing and furring shall be not more than 16" O.c.
C. Provide blocking for all accessories, grab bars, wall mounted door stops, etc.
Provide all necessary hardware such as nails, bolts, anchors, ties, etc., required for
a complete and proper installation. Bolts, washers, nuts, etc., shall be
noncorrosive material. Isolate dissimilar metals.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 13
Shared:Project Files:]roject 451 to 475:469 Tigcrtail Beach Boardwalk:Addendum:VERTICAL STDS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/1 Or.
D. Interior Door Frame Blocking:
I. Metal Stud Partitions: Provide cont. 2 x 4 blocking fastened to 20gauge
stud at the jambs of all interior door frames. Blocking shall be fIre-treated
where required by Code.
2. Wood Stud Partitions: Provide double 2 x 4 studs at the jambs of all
interior door frames.
3. Vertical blocking at door jambs shall be full-height of partition, securely
braced to the structure above.
4. Provide horizontal 2 x 4 cont. blocking at the head of all door frames
5. Increase size of blocking to 2 x 6 or larger as required to match size of
partition studs.
062023 - FINISH CARPENTRY
A. WWP A recommendations apply. Select material for straightness and do not use
warped members. Finished woodwork is to be properly framed, closely fitted,
and accurately set to the required lines and levels and rigidly secured in place.
Miters or other fitted joints shall be planed or sanded .Use only hot-dipped
galvanized or 5.S. fasteners . Countersink all finish nail fasteners. Staple fasteners
will not be accepted. Provide solid wood blocking and/or shims for fmish
materials as required to maintain a straightness tolerance ofmax. 1/4" deviation in
10'-0" when measured with a 10'-0" straightedge.
064023 - CASEWORK
A. Comply with A WI standards for custom work.
1. Cabinet material: not less than 5/8" plywood.
2. Cabinet base: Preservative-treated (PT) wood.
3. Countertop material: ';." plywood.
4. Plastic laminate all exposed casework surfaces.
5. Solid surface or solid plastic countertops shall be used in high abuse areas.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 14
Shared:Project Files:_Project451 to 475:469 Tigertail Beach BoardwalkAddendum:VERTICAL STDS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/10/:
6. Cabinets are to be true European-style full-overlay construction, with 118"
joint between doorsldrawers, without vel1ical styles between paired doors.
Use concealed heavy duty l70-degree hinges, with white melamine liner
inside cabinets and drawers. Use heavy duty drawer guides, and provide
pull at each door/drawer.
7. Securely fasten all casework to blocking or solid substrates. Adjust and
clean all casework prior to acceptance.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
070000 - GENERAL
A. NRCA Roofing and Waterproofing Manual, SMACNA Architectural Sheet Metal
Manual, and Division I requirements apply to work of this section.
B. Roof design shall comply with referenced standards and Documents shall include
all details required for a complete, proper, and watertight roof assembly.
I. All new roof surfaces shall be sloped at not less than 114" per ft. to insure
proper drainage.
2. Roof designs shall not rely primarily on internal roof drains for drainage
unless approved by Facilities Management.
3. Penetrations through roof surfaces shall be minimized wherever possible,
ie. collect plumbing vent lines in attic to minimize vents through roof, use
soffits vents or wall louvers under overhangs where possible, and use
curbed penetration details for multiple conduits and pipes wherever
practical. Do not use pitch pans except where approved by FMS. Use
NRCA and SMACNA details with curbs and hoods to protect roof
penetrations from leaks.
4. Roof drains, scuppers, gutters, and downspouts shall be oversized. Provide
piped underground collection system tied into the site storm water
management system.
5. Reroofing of dead-flat roof structures shall include installation of
appropriate tapered rigid insulation or sloped light-weight concrete fill, ie.
Zonolite or equal, sloped at not less than 114" per ft. to insure proper
drainage.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE IS
Shared:Project Files:_Project 451 to 475;469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/l0,,:
072100 - INSULATION
A. Comply with Florida Energy Code requirements. Provide required insulation at
the building envelope of all conditioned areas.
I. Provide insulation at roof deck over all conditioned areas. Insulation at
the ceiling or bottom of framing is not allowed.
072419 - EXTERIOR INSULATION FINISH SYSTEMS - EIFS
A. EIFS shall not be used as the primary exterior wall finish or as trim material.
075100 - BillLT UP ROOFING
A. Where applicaBle low-slone roofs are approved for use bv facilities, provide
premium 20-year 4-ply built-up roofing with premium APP or SBS modified
bitumen granular, highly reflective cap sheet. Comply with NRCA and
SMACNA standards to insure a complete and proper roofing system.
I. Roofing system shall be designed to withstand wind pressures indicated in
the FBC for each specific building, location, and substrate. Provide
manufacturers certificate and engineering data indicating that system is
designed to meet all applicable code requirements.
B. Warranty shall be 20-vr. NDL. Provide copies of roofing system specifications
and manufacturer's warranty to FMS for review prior to issuing bid documents.
075216 - SBS MODIFIED BITUMEN ROOFING
A. Premium 20-year APP or SBS single-ply roof materials may be used for repairs
and/or new buildings with limited flat roof areas when approved in advance by
FMS.
I. Roofing system shall be designed to withstand wind pressures indicated in
the FBC for each specific building, location, and substrate. Provide
manufacturers certificate and engineering data indicating that system is
designed to meet all applicable code requirements.
B. Provide copies ofroofmg system specifications and manufacturers warranty
to FMS for review prior to issuing bid documents.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 16
Shared:ProjecI Files:_Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
075323 - EPDM ROOFING
A. EPDM, PVC, rubber roof systems, ballasted systems, and similar single-ply roof
systems shall not be used.
076100 - METAL ROOFING
A. Standards: All work shall comply with SMACNA and NRCA recommendations.
1. Metal roofing shall not be used with less than 1/12 slope.
2. V -crimp metal roofing shall not be used except to patch or repair small
sections of existing v-crimp roofing. Metal re-roofing materials must be
installed as a standing-seam system specified below.
B. Where metal roofs are used, provide standing seam metal roof with ridge trim,
edge flashing, wall flashing, counter-flashing, fasteners, clips, and all related
components required for a complete and watertight assembly.
1. Roofing system shall be dcsigned to withstand wind pressures indicated in
the FBC for each specific building, location, and substrate. Provide
manufacturers certificate and engineering data indicating that system is
designed to meet all applicable code requirements.
2. Metal roofmg material shall be not thinner than 24 gauge Galvalume.
Panels shall be not more than 16" wide unless approved otherwise by FM
staff. Panels shall be either 12" or 16" '.';ide. Standing seam shall be not
less than 1" high. Standing seam may be 180d folded seam, or covered
with continuous clip. Fastener clips shall be completely concealed, spaced
at not more than 12" oc. Pro'/ide aot less tRan 3 coacealed fasleaers
through melal roofing at top ead of panels, faslelliag ]"laaels to solid
blodciag. Cover seams at top end with ridge cap flashing or wall flashing.
All metal roofing is to be smooth and straight without bends or kinks,
properly flashed and counter-flashed with compatible materials.
3. Approved manufacturers include but are not limited to Englert and
Berridge.
4. Installation is to be neat and straight; level and true to required lines. Hem
all exposed flashing edges and use concealed fasteners wherever possible.
5. Use premolded rubber-boot flashing at vent stacks. Cover top of vent
stack with insect screen, neatly fastened to stack with a galvanized metal
draw band. Where flashing occurs at roof-to-walllocations, provide
counter flashing that will allow replacement of either the roofmg or wall
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 17
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
finish without the damage or removal of the other material. Flashing is to
be set in sealant.
076200 - METAL FLASHING AND ACCESSORIES
A. Comply with SMACNA and NRCA standards. Provide all details required to
illustrate industry-standard assemblies suitable for intended use and capable of
providing a complete, proper, durable weather proof, and water proof installation.
1. Use stainless steel, hot-dipped galvanized metal, galvalume, or suitably
protected aluminum materials. Do not use plain or painted steel or mill
finish aluminum.
2. Do not use details that rely solely on sealant or paint to prevent the
intrusion of water into the building.
3. Provide sill flashing and a full bed of sealant at all window sills.
4. Isolate dissimilar metals to prevent galvanic deterioration of materials. All
materials shall be non-corrosive.
5. Roof expansion joints shall be constructed with metal fabricated in
accordance with referenced standards. A void prefabricated Expando- Flash
details.
6. Provide details of terminations and corners of parapets, expansion joints,
compression bars, and similar non-typical conditions.
B. Flashing assemblies shall be counterflashed and constructed in a manner which
will allow re-roofing without damage to adjacent finishes.
C. Quality Assurance: the Contractor shall provide a five (5) year warranty for all
flashing work including all materials and costs required to correct defective
flashing work.
077200 - ROOF ACCESSORIES
A. Provide anchor points and safety tie-off hardware for ladders at each side of
building, and not more than 50' o.C.
B. Provide guardrails at roof hatches.
C. Provide fixed ladders for access to upper roof areas; ie elevator penthouse roof,
stair roof, etc. Fixed ladders shall be constructed from non-corroding materials,
ie. G-90 galvanized steel.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 18
Shared:Project Files:]roject 45] to 475:469 Tigertai] Beach BoardwalkAddendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10;:
079200 - JOINT SEALANTS
A. Provide and install one or two-part exterior polyurethane elastomeric sealant at all
window and door jambs, sills, heads, surface joints, flashing edges, and wherever
else required to provide a weather-tight building envelope and a neat and trim
installation. All sealants shall be paintable premium grade fr 20-year or better
products manufactured by Dow, GE, Tremco, Vulkem, or equal. Manufactures
Sealant primer shall be applied to all ioints before sealant is applied.
1. Provide all infiltration seals as required by the FBC and as stated in
Energy Calculations.
B. Provide non-yellowing premium polyurethane grade caulking at all countertop
and cabinet edges, trim edges, and at other interior conditions where required to
provide a neat and trim installation.
C. Provide tested penetration system sealants and materials at all pipes, conduits, and
misc. penetrations through rated walls and ceilings.
DIVISION 8 - DOORS AND WINDOWS
080000 - GENERAL
A. FBC, SOl, and requirements of Division I apply to work of this section.
B. Exterior Doors shall be impact rated in accordance with FBC Ch. 16.
C. The Facilities Management Department may require higher design standards for
wind loads and storm protection than that required by the FBC SeetioB 1626. As
part of the design process, Facilities Management must be consulted to establish
the design criteria.
081113 - STEEL DOORS AND FRAMES
A. Comply with SOl standards. Use of steel doors and frames are limited to fire-
rated applications and service areas only.
1. Provide corrosion resistant coatings:
a. Steel doors and frames shall be G60 galvanized or A60 galvaneal
material and factory primed.
b. Wipe coat and WCGS products may not be used.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 19
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/10/:
2. Doors and frames shall be not less than 16 gauge thick.
3. Frames in masonry construction shall be fully grouted. Provide not less
than 3 anchors at each jamb.
4. Frames in stud construction shall be spot grouted at each anchor, min 3 per
jamb.
5. All steel frames are to be fully welded for new construction. KD frames
may be used only for retrofit installations.
6. Provide fire rated units where required to maintain integrity of rated
assemblies.
7. All metal door frames shall have holes and accessible wire ways to permit
electrification of hinges and door or frame mounted hardware.
081416 - PLASTIC LAMINATED FLUSH WOOD DOORS
A. Typical interior doors for Offices, Restrooms, Meeting Rooms, etc., shall be
hinged, flush, solid core units with plastic laminate faces and edges.
1. Doors shall not be less than 36" wide.
2. Frame material shall be fully welded galv. steel or aluminum.
B. Wood veneer doors may be used only where approved by FM staff.
083113 - ACCESS DOORS
A. Provide access panels in floors, walls, ceilings, and/or soffits where required for
maintenance access to all concealed valves, fixtures, and equipment.
I. All panels components and fasteners shall be constructed of non-corroding
material limited to stainless steel, painted or anodized aluminum, or
factory primed galvanized steel.
2. Unless required otherwise by program, all access panels shall be
commercial grade units with a fulllengtb hinge, operable with standard
tools and/or equipped with lockable, flush mounted latch.
3. Roof access hatches and doors shall be lockable from the inside and
equipped with card access locking mechanisms and position switches
connected to Operations Center whenever feasible.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 20
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendurn:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/;
081116 - ALUMINUM DOORS AND FRAMES
A. Exterior doors and frames shall be Aluminum except as noted below.
I. A60 or G60 galv. steel doors may be used where fire rating is required.
2. FRP doors may be used as exterior doors in utility and high-abuse areas.
B. Approved Manufacturers include but are not limited to Kawneer and Cline.
083323 - OVERHEAD COILING DOORS
A. Provide overhead coiling doors where required by program.
I. Lock mechanism shall be accessible from the exterior side.
2. All door components including fasteners, slats, guides, and housing shall
be constructed of non-corroding material limited to stainless steel, painted
or anodized aluminum, or factory primed galvanized steel.
B. Provide submittal indicating the units and attachment fasteners meet or exceed
current FBC requirements.
085113 - ALUMINUM WINDOWS
A. All windows shall be fixed storefront, curtain wall, or commercial grade operable
units.
I. All exterior components shall be extruded aluminum.
2. Finish shall be anodized or factory applied finish such as Kynar 500. Mill
finish aluminum, residential units, or units with wood components
exposed to the exterior may not be used.
3. To maintain proper indoor air quality, windows shall be fixed unless
operable units are required otherwise by Code or design program approved
by Facilities Management.
B. Provide submittal indicating the units, glazing, and attachment fasteners meet or
exceed FBC requirements.
I. All openings shall be protected to withstand impacts from wind-borne
debris in accordance with FBC sections 1606.1.4 and 1626.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 21
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTlCAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
2. Special requirements apply to public safety buildings. Opening protection
in accordance with FBC section 1606.1.4 test or design velocities shall be
increased 25% in an public safety facilities.
086200 - ROOF SKYLIGHTS
A. Roof skylights are not allowed.
087100 - DOOR HARDWARE
A. Provide all hardware needed for a complete and proper installation including but
not limited to locks, levers, pulls, exit devices, closers, butts, weatherstripping,
astragals, coordinators, door holders, kick plates, push plates, and silencers.
1. Minimum hardware standards:
a. Provide Grade I hardware
b. Materials: All door hardware shall be non-ferrous; plain or painted
steel hardware may not be used.
c. All hardware shall be ADA compliant.
2. Approved manufacturers are Schlage, LCN, Von Duprin, Desco, Hager,
Ives, Rockwood, and Pemko.
a. Locks shall be Schlage interchangeable core cvlinders. #20-740
"Primus" Hi~h-Securitv Cores, no substitutions B Series 6 IliR
cyliRder 'liith E keyway only. Keyed to match County keying
system. C keyway may :aot \3e used. Standard keyway shall be "6-
pin Everest" Cl45 for new master key systems and Cl23 for stock
keys.
b. Standard locksets and lever-sets shall be Schlage D-series. Use L-
Series where required for security or other program requirements.
c. Standard pulls sflall he Roelcwood Barrier Free series or Cmmty
approved equal.
~ Standard closers shall be LCN model 4041 Super Smoothie series,
no substitutions. Adjust to meet ADA and FAC requirements.
d. Exit Devices shall be Von Duprin, model 99 unless approved
otherwise by FM staff.
COLLIER COUNTY VERTICAL STA.NDARDS
NOVEMBER 2,2010
PAGE 22
Sbared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
e. Exterior threshold shall be Pemko 2005 with raised vinyl seal, or
exact equal. Do not use flush or saddle-type threshold at exterior
locations.
3. All keys shall be brass. Stamp keys "DO NOT DUPLICATE". Discard
construction keys and re-key entrance lock after final acceptance.
4. Provide grand-master, master, entrance, and office keys as directed by FM
staff.
5. Adjust hardware for proper operation, including adjustment oflevers and
closers to comply with ADA and Florida Accessibility Code requirements.
6. Check adjustments after 90 days use and readjust as needed.
088000 - GLAZING
A. Glazing shall comply with referenced codes including FBC requirements for
hazardous locations.
B. Exterior glazing shall be either tinted or reflective.
C. Exterior glazing shall be impact resistant laminated glass complying with FBC
Ch.16.
I. Shuttered applications may be used only with prior approval by County.
D. Small windows and narrow windows shall be avoided except where required by
the building users design program. In general, windows shall be curtain wall or
storefront glazing, generously sized in all offices, lobbies, work areas, etc.
Windows shall be architecturally proportioned in a manner that is appropriate to
the building design without the use of small or narrow windows. One example of
an acceptable ribbon-window arrangement is the Development Services Center on
Horseshoe Drive.
E. Provide energy efficient glazing features in widow design, ie low-e glazing.
089000 - LOUVERS AND VENTS
A. All louvers shall be storm resistant extruded aluminum with anodized or
appropriate protective coating. Mill finish units or stamped metal louvers are not
allowed. Acceptable products include but are not limited to the following:
I. Ruskin "Extruded Wind Driven Rain Resistant Louvers"
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 23
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STOS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/l0r.
2. Ruskin "Hurricane Louvers"
B. Locate louvers to minimize water intrusion. Provide sill flashing, gutters, and
curbs as needed to prevent rain water damage.
DIVISION 9 - FINISHES
090000 - GENERAL
A. Comply with codes and referenced standards listed in Division I, including but
not limited to FBC requirements.
I. Workmanship shall be proper and neat in appearance conforming to
nationally recognized standards and specified tolerances.
2. Work that is not in compliance with referenced codes and standards shall
be removed and replaced at no extra cost to the County.
092400 - PORTLA-. "'D CEMENT PLASTER
A. Standards: Comply with PCA 'Portland Cement Plaster Manual' and applicable
ASTMlUSG requirements and recommendations.
B. Use PYC accessories throughout, including comer beads, casing beads, expansion
joints, and perforated vent strips. Metal trim shall not be used.
I. Provide bonding agent at concrete substrates.
2. Use galv. self-furring lath with 15# felt underlayment where over a framed
substrate.
3. Fasteners shall be stainless steel.
4. Provide expansion joints as recommended in referenced standards, where
abutting dissimilar materials, and as needed to prevent cracking. Lath
shall be discontinuous at expansion joints and control joints.
C. Install all trim straight, plumb, and level. Install stucco finishes with a tolerance
not to exceed 1/4" in 10'-0" or 1/8" in 4'-0" in any direction when measured with a
10'-0" straightedge.
I. Panels with visible rough textures or scaffold lines will not be accepted.
D. Thickness shall be not less than 5/8" thick (2-coat) on emu and concrete, and not
less than 7/8" thick (3-coat) on galv. metal lath
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 20 I 0
PAGE 24
Shared:ProJect Files:]roject 451 to 475:469 Tigertail Beach BoardwalkAddendum:VERTICAL STDS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/10/:
E. Styrofoam and/or EIFS trim may not be used on County buildings.
I. Exterior decorative moldings, if any, shall be cast stone or cement plaster.
092900 - GYPSUM BOARD ASSEMBLIES
A. Comply with FBC, Gypsum Association, USG, and UL requirements and
recommendations, the requirements of Division I, and manufacturers specific
instructi ons.
B. Materials:
I. Provide 5/8" type- X gypsum board at fire rated locations
2. Provide 5/8" or 1/2" gypsum board at typical interior locations.
3. Provide 1/2" cement board at all ceramic tile and wet locations.
4. Do not use green board.
5. Do not use gypsum board products at exterior locations.
6. All gvpsum board materials shall be domesticallv produced.
C. Provide a smooth [mish suitable for painting on all exposed surfaces. Visible tape
or sanding marks in work will not be accepted. Contractor may provide smooth
hardcoat in lieu of smooth drywall finish.
I. Use screw fasteners throughout.
2. Trim drywall at external comers with plastic comer beads.
093013 - CERAMIC TILING
A. Comply with Tile Council of America (TCA) standards and details.
I. Tile joints are to be aligned and straight, plumb, level, and true, with
equally spaced cut units at ends.
2. Provide tile movement joints at the following locations:
a. Perimeter of each room
b. Risers, ramps, changes of and planes
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 25
Shared:Project Files:_Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
c. Corridor comers and intersections
d. Spacing as determined by Design Professional
B. Provide tile fInishes at the following locations:
I. Tile floors are required in all Restrooms and Janitors Closets.
2. Provide tile wainscot not less than 60" high in Restrooms, at mop sinks,
and at drinking fountains.
3. Extend wainscot not less than 18" to each side of mop sinks and drinking
fountains.
C. Floor tile shall be porcelain ceramic tile. All grout shall be sealed.
D. Provide product certifIcate indicating the coefficient of friction complies with
ADA requirements for both wet and dry conditions.
E. Tile base and all comers shall be sanitary cove style.
F. Floors must slope towards drains.
G. Wall tile substrate shall be CMU, concrete, or cement board.
I. Do not use gypsum board as tile substrate.
H. Use aluminum or bronze edge strips where abutting carpet floor fInishes.
095123 - ACOUSTICAL TILE CEILINGS
A. Standard acoustical tile shall be Armstrong World Industries #770 (flat tile) or
#704A (reveal edge), white color, size 24" x 24".
B. Suspended grid shall be white color, Armstrong World Industries manufacturer
system same as acoustic tile.
I. Installation shall comply with ASTM C635 and C636.
C. Alternate acoustical tile manufacturers and styles may be considered for special
rooms with limited areas such as a Lobby, subject to FM approval and 15% extra
stock tile material supplied to the FM in unopened boxes at the completion of
construction.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 26
Sbared:Project Files:_Project 451 to 475:469 Tigcrtail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
096500 - RESILIENT TILE FLOORING
A. Standard 12" x 12" x 1/8" Vinyl Composition Tile shall be used in service areas.
1. Tile material and adhesives shall not contain asbestos materials of any
kind.
B. Clean, wax, and polish tiles prior to [mal acceptance. Provide 5% extra stock
material.
096513 - RESILIENT WALL BASE AND ACCESSORIES
A. Provide 4" vinyl base where scheduled. Use premolded comer pieces at all
outside comers. Provide 5% extra stock material.
B. Provide matching transition strips where vcr floors abut tile or carpet floors.
C. Outside comers in all corridors and public spaces shall be fitted with paintable,
vinyl or aluminum comer protectors from the top of the cove base extending to a
height of 42".
096812 - TILE CARPETING
A. Provide Carpet Tile unless directed otherwise by FM staff:
1. Product: Mohawk Stati- Tuft III Modular
2. Construction: TuftedlUltra Performance System
3. Fiber: 100% Dupont Antron Legacy with Static Control and soil resistant
4. Yam Weight: 28.3 oz./sq. yd.
5. Gauge: 1/8
6. Size: 17 5/8 x 17 5/8
7. Density: 7,898
8. Weight Density: 223,504
9. Stitches per inch: 8.4
10. Pile Thickness: 0.129"
II. Warranties: Mohawk Modular 20 yr warranty 20 yr. wear, 20 yr. no edge
ravel, 20 yr. no delamination, Cushion Resiliency 20 yr., and Lifetime
static.
096816 - SHEET CARPET
A. Where approved by FM Staff, provide one of the following broadloom carpet
products:
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 27
Sbared:Project Files:_Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:YERTICAL STD$ rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
1. Mohawk Commercial Carpet "Stati- Tuft" UPS 16706
a. Construction: Tufted Loop Pile
b. Gauge: 1/8
c. Fiber: 100% Dupont Antron Legacy B.C.F. and soil resistant
d. Flammability: Class 1- Exceeds .45 watts per square CM
e. Total thickness: .234 in.
f. Yarn Weight: 28.30 oz. square yard
g. Backing Materials: Warp, stuffer, filling all synthetic
h. Total Weight: 61. 8 oz. square yard
1. Density: 7,898
J. Weight Density: 223,504
k. Pitch: 216
1. Stitches Per Inch: 8.4
m. Pile Thickness: 0.129"
n. Stock width: 12"
o. Smoke density: NBS Smoke Density Chamber (NFPA-258): Less
than 450
p. Static propensity: 70/20 AATCC- 134: Under 3.5 KV
q. Warranties: UPS Warranty Guaranteed 20 lb. tuft binds, Moisture
resistant, Dimensionally stable, Guaranteed for 20 yrs., no
delamination for 20 yrs., and Lifetime static
2. Mohawk Commercial Carpet "Regents Row"- 30663
a. Construction: Woven Cut and Loop
b. Pitch: 216 Equivalent
c. Pile Thickness: .192"
d. Rows per inch: 8.0
e. Fiber: 100% Dupont Antron Legacy BCF Nylon with Static
control and soil resistant
f. Yarn Weight: 34.5 oz/ sq. yd.
g. Total Weight: 68.16 oz/ sq. yd.
h Total Thickness: .312 in.
1. Backing Materials: Synthetic
J. Density: 6,468
k. Weight Density: 223,146
1. Stock Width: 12'
m. Flammability: Class 1- Exceeds.45 watts per sq. CM
n. Smoke Density: NBS Smoke Density Chamber (NFP A-258) Less
than 450
o. Static propensity: 70/20 AATCC-134: Under 3.5 KV
p. Warranties: Lifetime Limited Woven Wear, and Lifetime Static
COLLIER COlJNTY VERTICAL STANDARDS PAGE 28
NOVEMBER 2, 2010
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTlCAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 121]0/:
097200 - WALL COVERINGS
A. Wall coverings are not allowed in County buildings.
099100 - PAINTING
A. Provide Sherwin-Williams "Superpaint", S- W Industrial Enamel, and related
premium S- W products throughout.
1. All color selections shall be standard SW colors.
2. Provide a typed Paint and Color schedule for each building. This record
shall include the job name, job location, date contractors name, the
material manufacturer's name, product name, color name and number, and
color formula. A copy of this record shall be delivered to the Facilities
Management Contract Manager at tbe end oftbe work. A duplicate copy
shall be bound into the Closeout Documents.
B. Backprime all exposed wood materials scheduled for paint finish prior to
installation.
C. Provide primer plus two finish coats on all wood, gypsum board, concrete and
stucco finishes.
D. Provide two coats of rust inhibitive primer on all surfaces of metal doors and
frames and prior to installation, then 2 finish coats of S- W industrial enamel on
exposed metal surfaces.
E. Topcoat shall be either S- W eggshell, semi-gloss, or full-gloss. Restroom walls
shall be either semi-gloss or full-gloss. Do not use flat paint as top coat at any
wall location. Ceilings and soffits may have flat paint.
F. Deliver materials to site in unopened containers with manufacturers labels.
Protect adjacent finishes and materials, prepare surfaces, and apply materials in
strict accordance with manufacturers recommendations and instructions. VerifY
material compatibility with substrates. Do not apply paint to wet or damp
materials. Do not paint exterior surfaces in the rain. All coats shall be thoroughly
dry before applying succeeding coats.
I. Provide temporary barricades, 'WET PAINT' signs, and protect all work
until dry. Remove masking when finished. Carefully remove paint from
materials not intended for paint finish. Clean and touch-up as required.
2. All paint finishes must be evenly spread, free of runs, sags, or other
defects.
COLLiER COUNTY VERTiCAL STANDARDS
NOVEMBER 2,2010
PAGE 29
Shared:Project Files:_Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/10/:
G. Provide and install medium grey penetrating concrete sealer/stain on all
Mechanical and Electrical Equipment Room floors.
DIVISION 10 - SPECIALTIES
100000 - GENERAL
A. FBC, ADA, and requirements of Division I apply to work of this section.
101400 - SIGNS
A. Interior Signs
I. Graphics Manufacturer shall be Images Graphics Specialties, Fort M vers, 1-
800-321-3718. or 239-561-6406 ext.l03, approved equal mfr. complying
with Collier County signage standards.
2. Frames shall be extruded aluminum "Portrait Series, VLetter" frames. with
clear anodized finish, size 8.5" x 8.5". bv "Vista Systems", Sarasota, 1-800-
468-4782. or approved equal mfr. complying with Collier County signage
standards.
3. Typical Interior Sign Schedule:
Door
CopylRemarks
Room NameIBlack Face
White Letters
Room Name/Black Face
White Letters
3 inch Graphic/Men, Woman
Black Face White Letters
Room
Office Doors
Vista Systems Font/Size
WFP22U Helvetica/.625
inch
WFP22U Helvetica/.625
inch
WFP25U Helvetica/.625
inch
Mounting
Door
Service
Rooms
Rest Rooms
Door
B. Required signage at Parking Garage Decks.
I. Directional signage required pointing to the locations of all Assistance
nBlue" Boxes.
2. "Notice" posted that the parking deck is under Closed Circuit Television
surveillance.
3. Low clearance warning signs utilizing tubular plastic materials, not metal.
4. Speed limit signs at each entrance and each deck; "5 MPH" and/or "Slow"
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 30
Sbared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERT1CAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
C. Bronze Plaques.
1. All new buildings shall have a bronze plaque installed showing the
dedication of the building. Typical content will show the year opened,
contractors firm name, architects firm name, Commissioners at time of
conception I approval (alphabetical), County Manager, etc. May include
Constitutional Officer if they are the prime occupant. See Facilities
Management for plaque layout and content during the initial building
design process. See end of standards for sample.
2. Locate dedication plaques in Lobby or secure area whenever possible.
3. Where exterior dedication plaques are used, locate plaques in area
supervised by CCTV camera, i.e. near main entrance, or monitor plaque
with security system contact switch.
102113 - TOILET COMPARTMENTS
A. Provide solid plastic I" thick toilet compartments manufactured by Santana,
Capitol Partitions, or approved equal.
1. Unless approved otherwise by FM staff, restroom stall partitions shall be
ceiling and wall hung toilet partitions, not floor mounted systems.
2. All fasteners and hardware shall be stainless steel, aluminum, or chrome
plated brass. Plastic accessories, hinges, latches, or similar components
are not acceptable.
3. Provide latch, hinges, door stop, and coat hook for each door. Coat hook
shall not project more than 2" from face of door.
4. In-swing doors shall remain slightly open when not latched. Accessible
stall doors shall be self-closing.
5. Brace all compartments at the face of partitions and doors. Size bracing
components as needed to avoid perpendicular braces.
102800 - TOILET ACCESSORIES
A. Comply with ADA requirements and minimum County standards established
herein.
B. All accessories shall be commercial grade, brushed stainless steel, formed and
welded with all exposed edges hemmed and ,,'round smooth, with no sharp edges
and no sharp comers.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 31
Shared:Project Files:]roject 451 to 475:469 TigertaiJ Beach Boardwalk:Addendum:YERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
C. Provide all accessories needed for a complete and proper installation including
but not limited to grab bars, hand-dryers toilet paper holders, sanitary napkin
receptacles, wall mounted soap dispensers, and coat hooks.
1. Hand Dryers shall be Excel Dryer, Inc. Model XL-W (automatic, white,
110/120V) with ADA compliant S.S. recess kit. Unit may protrude not
more than 4" from face of wall. Separate 20A circuit required for each
unit.
2. Unless approved otherwise by FM staff, paper towel dispensers shall not
be used in restrooms.
3. Coat hooks shall be low-profile, projecting not more than 2" from face of
wall or door, and located to prevent "reach-over" theft.
4. Approved manufacturers are Bobrick, Bradley, and Excel Dryer, Inc.
D. Coordinate with the work of other trades. Securely install accessories plumb and
square, fastening units to solid wood blocking, studs, compartment partitions, or
emu walls. Do not use toggle bolts or expansion shields.
1. All accessories and grab bars shall safely support 250 lbs. L.L
2. All accessories shall be located and mounted to comply with ADA
clearances.
102810 - MIRRORS
A. Comply with ADA requirements and minimum County standards established
herein.
B. Standard mirrors shall be tempered glass with stainless steel frames. Provide
tilted mirror at accessible stalls only. Use only stainless steel vandal resistant
hardware and fasteners, concealed wherever possible. Provide polished stainless
steel or unbreakable units where required by program and at all unsupervised
public facilities.
104300 - EMERGENCY AID SPECIALTIES
A. All new construction and major remodeling projects shall have Automated
External Defibrillator (AED) equipment and cabinets installed. Sole source is
Medtronic Pkysio Control Corp. Cardiac Science. See Collier County Facilities
Management Department for location and quantity-tyre of cabinets. Generally,
the "Guidelines for Public Access Defibrillation Programs in Federal Facilities"
will be followed.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 32
Shared:Project Files:_Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/]0/:
1. Provide Power Heart Model AED G3 with AED cabinet from Cardiac
Science with built-in alarm, wall mounted model CB-2EAED. Units shall
be located adjacent to the fire extinguisher cabinets.
2. Provide oxygen cabinet and first aid station at each AED location in a
single cabinet.
3. Fire extinguisher, AED, and First Aid cabinets shall be grouped together
at one convenient safety station.
a. Provide alarm system contacts to indicate when any of three
cabinets are opened, monitored in the Facilities Management
control room located in Building W using the Pegasys alarm
system. Local alarms should also be included.
b. Digital closed circuit television camera is required to monitor the 4
cabinet safety station, monitored at Facilities Management.
c. All equipment, wiring, controls, etc. shall be compatible with the
existing Johnson Controls system.
4. Emergencv evacuation devices - "Stryker Chairs" shall be orovided at
every other stair landing in buildings having more than two stories.
104400 - FIRE EXTINCillSHERS AND CABINETS
A. Comply with ADA requirements. Provide extinguishers of the types and sizes
where required by NFPA 10 and local AHJ, but not less than one 2A:20B:C unit
near each required egress door.
1. Use either semi-recessed or fully-recessed cabinets for all units located in
occupied interior rooms. Interior cabinets shall have unlocked hinged
door with tempered glass view panel.
2. Provide standard bracket-mounted extinguishers without cabinet at
enclosed unoccupied utility rooms, mechanical rooms, storage rooms, and
similar service areas.
3. Where required at exterior locations, use aluminum or heavy-duty all-
plastic cabinets with clear safety-type break-plastic fronts. Steel cabinets
shall not be used at exterior locations.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 33
Shared:Project Files:]roject 451 to 475:469 Tigenail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS ]2/10/:
107100 - STORM PANELS
A. New Construction and Additions: Provide impact rated doors and windows, not
shutters.
B. Renovations and Alterations: Provide impact rated doors and windows, or,
provide low-maintenance, user-friendly impact rated shutters as follows:
I. Coiling overhead shutter
2. Accordian-style shutter
3. Fixed or hinged impact rated s.s. screens
C. Removable hurricane panels or fabric screens are not allowed.
D. Hurricane shutters, tracks, accessories, and fasteners shall be fabricated from
corrosive resistant materials, rated to withstand pressures developed by 140 mph
wind speeds.
DIVISION 11 - EQUIPMENT
110000 - GENERAL
A. Comply with the requirements of Division 1.
B. All equipment shall be commercial grade.
112423 - WINDOW WASHING EQUIPMENT
A. All buildings over three stories in height shall have hangers anchored on the roof
structure to facilitate exterior window washing equipment.
DIVISION 12 - FURNISHINGS
120000 - GENERAL
A. ADA, NFP A, OSHA, and the requirements of Division I apply to work of this
section.
120010 - OFFICE FURNITURE
A. Contact FMS for current furnishing contract requirements.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 34
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
124800 - RECESSED FOOT GRILLES
A. Provide recessed foot grilles at all interior building entrances. Provide "Pedigrid"
entrance mats by Construction Specialties, Inc.; Muncv, P A or equivalent
products by one of the following approved equal manufacturers:
I. Balco, Inc.; Wichita, KS
2. Reese Enterprises, Inc.; Rosemont, MN
3. Arden Architectural Specialties, Inc.
4. Kadee Industries, Inc.; Bedford, OH.
5. Pawling /\.rchitectural Products, Inc.
B. Provide one single unitized mat in each recessed frame. with heaVY-duty camet
strips, Class A or B fire rating, color to be selected bv the design team.
C. Entrance Mat Frames: Provide manufacturer's standard design, of size and style to
mate with insert type and adjacent finish floor or wall construction, for permanent
recessed installation in sub-floor; complete with comer pins or reinforcing, and
installation anchorages.
1. Provide frames of extruded 6063- T5 alloy aluminum. Coat surface of
frame which will contact cementitious material with zinc chromate paint
or manufacturer's standard protective coating.
2. Provide frame members in single lengths or, where frame dimensions
exceed available lengths, provide minimum number of pieces possible,
with hairline joints equally spaced, and with pieces spliced together by
means of straight connecting pins.
D. Rigid-Type Foot Grilles: Provide manufacturer's standard extruded aluminum
floor grid of top surfaced tread rails and spacer cross bars, 6063-T5 or 6061-T6
alloy and mill finish, 1-5/16" wide continuous treads spaced 1-1/2" O.c. (3/16"
openings), top surfaces as iadicated with heavy-duty carpet strips. ~
ffilmimum o'icrall thiclmcss of grid system.
I. Top Surface: Fusion bonded ]eyel cut pile nylon carpet insert; DuPnnt
"/\.ntron III" filament, 1/1" high, 28 oz. ller sq. yd.
E. Level Bed Applications: Provide manufacturcr's standard vinyl cushion support
system.
F. "Pedimat" or similar loose-lay matts in recessed frames shall not be considered
equal to approved "Pedigrid" recessed foot grilles
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 35
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/10/:
G. Matts and frames shall utilize rigid connections to prevent movement or noises
generated by foot !pilles during use.
DIVISION 13 - SPECIAL CONSTRUCTION
130000 - GENERAL
A. FBC, MBMA, and the requirements of Division I apply to work of this section.
133419 - METAL BUILDING SYSTEMS
A. Pre-engineered metal buildings may be used for storage and maintenance
buildings, and where approved by FM staff.
B. Delegated Engineering; Prefabricated structures shall be designed and sealed by
the manufacturers Structural Engineer licensed in the State of Florida. All shop
drawings shall be reviewed and approved by the Design Professional of Record
prior to fabrication.
C. Contractor shall coordinate the design and installation of anchor bolts.
D. Provide rigid steel channel or framing at each door and window opening. Do not
use door frame to support wall girt framing.
E. Provide concrete curb and flashing at bottom of metal siding, raised not less than
8" above Concrete floor slab.
DIVISION 14 - CONVEYING SYSTEMS
140000 - GENERAL
A. FBC, NFP A, OSHA, and the requirements of Division I apply to work of this
section.
142000 - ELEVATORS
A. Comply with ANSI/ASME Al7.1 and Addenda, CABO/ANSI All7.I, and all
State of Florida codes and regulations for Elevators.
B. All elevators specified shall be of generic manufacture with no proprietary items
included within the installation. The elevator shall have the capabilities of being
served by any elevator manufacture or without the assistance of any
manufacturers diagnostic tools.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 20 I 0
PAGE 36
Shared:Projec! Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/;
C. Elevator Emergency Telephones shall be Code Blue Corporation's model # CB
3100 FPI standard speakerphone with single red "Push for Help" button and
flush mounted.
1. All emergency elevator telephones, whether new or replacement, will be
programmed to dial extension 7721 (Facilities Management Building
Operations Center) automatically upon lifting ofreceiver.
2. All emergency elevator telephone replacements or installations will be
coordinated with the Building Automation Coordinator of the Facilities
Management Department (239-252-8380) as well as the
Telecommunications Manager of the Information Technology Department
(239-252-8888).
3. All emergency elevator telephones will be programmed via the
Telecommunications Manager of the Information Technology Department
to include the following caller ID information:
3.1. Identifying Building Lettcr/ Name
3.2. Identifying Elevator Number
3.3. Identifying Phone Extension/Number (for phone in elevator)
Example: Bldg F, Elevator 1, 7548
4. All emergency telephones will be tested and information correctly verified
before contractor leaves worksite.
5. Contractor to provide written documentation to the Facilities Management
Building Automation Coordinator that the above steps were followed and
verified.
6. Code Blue speaker phone must be programmed to the Code Blue test
computer in the Building "W" operations center.
D. Card Readers
I. Exterior Elevators: Provide card reader at each elevators door location at
each floor.
2. Interior Elevators: Provide card reader in each elevator cab unless directed
otherwise.
E. Provide CCTV camera with a fish-eye lens in each elevator cab.
F. All 3-phase equipment shall have phase-loss protection.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 37
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/]0/:
144000 - WHEELCHAIR LIFTS
A. Wheel Chair Lift may not be used except with prior written approval from FMS
and the Building Official.
DIVISION 21 - FIRE SUPPRESSION
211100 - FIRE SUPPRESSION SPRINKLER SYSTEM
A. Provide a complete automatic fire sprinkler system where required by Code or
Ordinance. Refer to Division 1 for General Requirements, Codes, and Standards.
B. Comply with NFPA 13 and Collier County Ordinance 98-74 Fire Prevention and
Protection Code for the design and installation of all Fire Suppression System
work. The system shall be designed by a Professional Engineer licensed in the
State of Florida. When the Contractors PE is responsible for the system design,
the Engineer of Record for thc building shall review and approve the installers
shop drawings prior to permit application.
C. Sprinkler heads shall be recessed or semi-recessed in all occupied rooms, centered
in acoustic ceiling tiles.
1. Maintain centerline alignment with adjacent fixtures in a neat, orderly, and
workmanlike appearance.
D. Maintain accurate as-built plans of the work.
E. All computer rooms, hub rooms, and electrical rooms shall be protected by a gas
fire suppression system, no wet sprinklers are allowed in these areas.
F. Pumps: 3-phase equipment, if any, shall have phase-loss protection.
DIVISION 22 - PLUMBING
220000 - GENERAL DESIGN REQUIREMENTS
A. Provide plumbing fixtures and restroom facilities as required by the Code, plus
additional requirements as follows:
1. Exterior Requirements; Each building will have at least one (1) hose bib
per exterior wall, spaccd at not more than 100'-0" o.c. Hose bibs shall have
removable metal T -handles, not plastic handles. All hose bibs shall have a
vacuum breaker and shall be firmly secured to the building. Provide
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 38
Shared:Project Files:_Project 451 to 475:469 Tigertail Beach BoardwalkAddendum:VERTICAL $TD$ rev 1210201O.docMay Revision Mark-Up COMMENTS 12/10/:
recessed unit where installed in exterior walls directly abutting exterior
walkways. Isolate copper materials from cementitious materials to prevent
deterioration.
2. HV AC Equipment Rooms; Provide at least one (1) hose bib and one (1)
floor drain in each HV AC Equipment Room. Provide trap primer at FD
unless FD is used as condensate drain.
3. All Mechanical Rooms shall be fitted with sufficient floor drains to allow
for drainage of any leaks, condensation, or spillage.
4. Janitorial Closets; Each floor of each building shall have one (1) janitorial
closet for every 10,000 sq. ft. and located at each set of restrooms. The
Janitors Closet will contain a water heater, floor mop sink, shelves, floor
drain, a hose bibb, at least one (1) clectrical outlet, and sufficient lighting
to illuminate room.
5. Restroom Floor Drains; All restrooms, public and private, are to be fitted
with floor drains, number and location of which will be determined by size
and layout of restroom. Floor drains may be omitted in private restrooms
only when located at the first floor.
6. Restroom lavatories and sinks in public areas shal1 be supplied with cold-
water only.
7. Provide flush valve fixtures where adequate water pressure is available.
Provide pressure-assist tank type water closets where low water pressure
occurs.
8. Provide at least one (1) hose bibb at each deck level in parking garages,
not more than 100'--0" oc.
9. Lavatory faucets in restrooms shall be hands-free automatic faucets.
10. Flush valves shall be hands-free automatic units.
11. Unless approved otherwise by FM staff, automatic faucets and automatic
flush valves shall be hard wired, not battery operated units. Conceal all
wiring inside walls or removable covers. Provide access panel for all units
located inside walls.
12. Provide waterless urinals where directed by FM staff. Where waterless
urinals are installed, provide water line inside wall for future connection to
flush valve.
13. Pumps: All 3-phase equipment shall have phase-loss protection.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 39
Sbared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/]0/:
14. Water closets with a max of 1.6 gallons/flush, shower heads - 2.5 gpm,
and faucets with a 0.5 gpm.
15. Wherever temperature mixing valves are required, they shall be
Symmons valves ONLY.
221000 - WATER DISTRIBUTION PIPING
A. All pipes shall have appropriate shutoff valves located near fixtures to allow for
shutoff without shutting down entire systems. Locate valve at fixture, at access
panel, or above readily accessible ceiling tile.
B. All pipes and fixtures shall have immediate and sufficient access through walls
and obstructions to facilitate maintenance and repair.
C. All pipes shall have sufficient cleanouts installed to expedite maintenance. Back
to back cross-tee assemblies shall have cleanouts above or below cross-tee.
D. Insulate all hot water lines. Exposed insulation shall be white color; concealed
insulation shall be black or white color.
E. Exposed pipes and valves in public restrooms shall be chrome plated. Insulate all
ex"osed pipes and fittings, etc. under lavatories and sinks.
F. Wrap and protect all buried lines to inhibit corrosion where in contact with
concrete.
G. All main valves shall be brass full-ported ball valves.
H. All valves shall be numbered and tagged. Provide typewritten chart indicating
each valve number and location, laminated in clear plastic cover and posted in
Equipment Room.
1. Provide recirculating pump and return lines for hot water lines over 75' developed
length.
224000 - PLUMBING FIXTURES
A. Acceptable Product Manufacturers:
1. Lavatories, Service Sinks, Water Closets, Urinals, Bath Tubs:
a. American Standard.
b. Crane Co.
c. Eljer Plumbingware Div.
d. Kohler Co.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 40
Sbared:Project Files:_Project451 to 475:469 Tigertail Beacb Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
2. Stainless Steel Sinks:
a. American Standard.
b. Elkay Mfg. Co.
c. Dayton.
3. Faucets:
a. Chicago Faucet Co.
b. Kohler Co.
c. Sloan.
d. T & S Brass
4. Flush Valves:
a. Sloan Valve Co. (Royal, no substitutions)
5. Water Closet Seats: open front;
a. Bemis Mfg. Co.
b. Beneke Corp.
c. Forbes-Wright Industries, Inc.; Church Products.
d. Olsonite Corp.; Olsonite Seats.
6. Urinals:
a. Kohler Waterless Urinals Only - NO SUBSTITUTIONS.
7. Fixture Supports:
a. Josam Mfg. Co.
b. Kohler Co.
c. Tyler Pipe.
d. Zurn Industries, Inc.; Hydomechanics Div.
B. All plumbing fixtures shall be white color.
C. Faucets and trim shall be chrome-plated brass
224010 - WATER HEATERS
A. Provide commercial grade water heaters using only industry standard components
and sizes, limited to 110, 208, and 240-volt units manufactured by State or
Lochinvar ONLY. Units requiring 480-volt service or special heating elements
may not be used without prior written approval by FMS. Temperatures to be pre-
set to 120oF.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 41
Shared:Project Files:_Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STns rev 12102010.docMay Revision Mark-Up COMMENTS 12/]0/:
DIVISION 23 - BV AC
230000 - GENERAL
A. Requirements of Division 1, Standard Plumbing and Mechanical Codes, NEC,
NFPA, AMSE, State Board of Health Sanitary Code, OSHA, ASHRAE, AMCA,
SMACNA, UL, Florida Energy Code, and Collier County Government Vertical
Construction Standards apply to work of this section.
B. All materials and equipment provided shall be assembled, erected, and installed in
such a manner as to insure proper operation of the system of which they are a
part, including air-handlers, direct-expansion units, temperature controls, chillers,
cooling towers, condenser pumps, brine pumps, the chilled water primary and
secondary pumping systems, the EMS control system, and the electrical services.
Equipment, devices, and accessories, not covered by Codes and/ or Standards
governing their installation shall be installed in strict accordance with the
manufacturers' printed instructions.
C. All design concepts and drawings, shop drawings submittals, equipment listings,
etc. will be reviewed by Facility Management for their approval.
D. After the installation is complete, Facilities Management shall review the
contractor's commissioning plan and testing and balancing results. After tests and
commissioning work is approved the equipment shall be officially accepted by
Collier County, warranty and guarantee periods shall begin, and the equipment
shall be turned over to Collier County in operating condition.
230010 - MECHANICAL SYSTEM DESIGN REQUIREMENTS
A. The HV AC system shall be designed in accordance with the above referenced codes
and standards and the requirements and specifications of the building.
B. The system shall be designed to operate at and maintain interior humidity levels at
45% to 50% relative humidity.
C. The system shall be designed to provide hearing sufficient to maintain room/space
temperatures of72'F when thc outside air temperature is 35'F.
D. Indoor Air Quality; All buildings shall be designed in accordance with the latest issue
of ASHRAE Standard 62, Ventilation for Acceptable Air Quality for building outdoor
air. Where the requirements of the Vertical Standards are more stringent than the
referenced ASHRAE standards, the Vertical Standards shall be used.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 42
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwa1k:Addendum:VERTICAL STDS rev 121020 lO.docMay Revision Mark-Up COMMENTS 12/1 0/:
E. The system shall be capable of scaling back CFM and outside air when maximum
quantities are not required for maintaining acceptable Indoor Air Quality Standards.
F. Air conditioning system must provide a positive pressure throughout the building.
G. Coordinate with the work of other trades to insure access panels are provided at all
required locations and that the access panels are unobstructed by other equipment.
H. All mechanical rooms are to be air-conditioned.
1. All outside air intakes shall have Huricane WindIW ater shedding louvers installed on
the exterior and have duct drains installed immediately on the interior adjacent to the
louvers with duct work designed to direct any water entering tbm the louvers to the
drains. The drains shall be piped directly to floor drains.
J. Electrical equipment rooms shall be air conditioned to maintain 70d F, with not less
than 125% excess capacity to cool equipment.
K. Exhaust fans in vehicle areas shall be controlled with manual switch and CO detector.
a. CO detector overrides manual switch.
L. All 3-phase equipment shall have phase-loss protection.
M. The overall system shall be designed to operate at maximum electrical energy
efficiency while maintaining Indoor Air Quality Standards and Collier County Air
Quality Standards under all load conditions.
230020 - AS-BUlL T DRAWINGS
A. Contractor must provide accurate and updated as-built drawings detailing all
mechanical installations accurately as they are installed.
230021- FINAL CLEA."IING A."ID ACCEPT A.~CE
A. Special care should be taken during construction as to not let any foreign particles
into the occupied area air stream.
1. The Contractor shall clean all AHU coils and replace all filters prior to final
acceptance.
2. The Contractor shall maintain filter media on all open ducts during the entire
construction period until the system is in normal operation.
B. The Owner, Engineer, and Contractor shall meet on-site and review the As-built
Plans, Test and Balance Report, the Manufacturers Operation manuals, and the
Maintenance manuals and instructions prior to acceptance.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 43
Shared:Project Files:]roject 451 to 475:469 Tigerrail Beach Boardwalk;Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/;
230548 - VIBRATION AND NOISE CONTROL
A. All units shall be equipped with proper vibration control springs and/or pads
specified by manufacturer to minimize vibration and noise.
B. Mechanical rooms adjacent to offices must be quiet operating and sound levels
shall be abated and subducd with insulation and silencers so that the pressure
levels within three feet from any surface on the chiller and within the mechanical
room do not exceed 90DB.
C. Coordinate with the work of other trades as required to insure adequate sound
attenuation of all equipment. Provide full height partitions and sound batt
insulation at all mechanical room walls. Seal all wall penetrations, and provide
continuous seal at top, bottom, ends and all edges of mechanical room walls.
230553 - MECHANICAL IDENTIFICATION
A. All supply and return grilles shall be marked with vinyl letters to identify the
grille and corresponding air handling units and as directed by Facilities
Management Staff. All grilles will be assigned a number by the Senior HV AC
technician and included on the master ventilation plan. These numbers will
coincide with MET ASYS identification numbers for ease of identification for
remote use.
B. All condensers, air handler units, fans, and other major components of the
mechanical system shall be identified with thc same designation used on the
drawings and supplemental numbers as designated by FMS. Use either neatly
stenciled signs painted directly on equipment, or plastic signs with I" high
engraved letters permanently fastened to the lmits.
230563 - ANTI-MICROBIAL TREATMENT
A. Not Required.
230593 - TESTING, ADJUSTING, A.l'IID BALANCING
A. All air handlers shall be properly balanced at designed static pressure of the unit
manufacturer prior to occupancy. Each air handler shall be balanced at: I
Maximun Cooling Conditions, 2 Minimum Cooling (satisfied) Conditions, and 3
Maximum Heating Conditions. Each zone should be properly balanced, each
diffuser should have proper amount ofCFM making up the total for each
individual VA V box. The total CFM of all V A V boxes should equal the CFM
output of their air handler to be properly balanced. This must be achieved for
acceptance of the air testing and balancing report.
COLLIER COUNTY VERTICAL STANDARDS PAGE 44
NOVEMBER 2, 2010
Shared:Project Files:]roject 451 to 475:469 TigertaiJ Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
I. Provide written qualifications of all personnel used to perform any testing,
adjusting, or balancing on site. Provide written certification to the County
that work was done on site.
2. Install clean filters at AHU and at all RJ A grilles prior to testing and
balancing.
3. All ceilings shall be installed and all doors and windows shall be closed
during test and balance work.
B. Test and balance services shall be included in the contract for construction excent
for building projects exceeding $200,000.00 in construction cost or mechanical
equipment contracts exceeding $25,000.00, where the client will provide the
services of an indepcndent, certified test and balance firm.
230713 - DUCT INST ALLA nON
A. All ducts shall be externally insulated. There shall be no fiberglass material in the
air stream.
232300 - REFRIGERANT PIPING
A. All piping shall be type "K" or type "L" copper piping. All elbow piping shall be
of long radius to increase flow and prevent restrictions. Provide 45d elbows in
lieiu 0 90d elbows wherever possible. All taps, tees, joints, oil-traps, and other
connections shall be made only with appropriate fittings designed and selected for
the use of the piping system. All connections shall have brazed joints.
233113 - METAL DUCTWORK
A. All supply and return ductwork shall be externally insulated galvanized sheet
metal with no fiberglass insulation in the air-stream. All exhaust fan ducts and
outdoor air ducts shall be aluminum with external insulation.
B. Ductwork Accessories; All materials needed such as anchors, hangers, screws,
canvas connectors, "S" and "Drive" cleats, duct sealant shall be properly installed
as to insure proper safe operation of system.
233116 - FIBROUS-GLASS DUCTWORK
A. Fiberglass duct systems are not allowed in new building or renovations.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 45
Shared:Project Files:_Project 451 to 475:469 Tigertaj] Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
233233 - PLENUM RETUR.l'\I SYSTEMS
A. Plenum return systems are not allowed in new buildings.
233346 - FLEXIBLE DUCTS
A. Maximum length 6'-0".
234000 - AIR FILTERS
A. All air handling units should have clean pleated filters, min 2" thick, 40% MER V
8 efficient per ASHRAE 52.
B. Install filter grilles at all returns serving occupied spaces.
236400 - CHILLER EQUIPMENT AND PIPING
A. Chiller shall be an electric motor driven centrifugal or rotary screw liquid type,
equipped with flooded evaporator, water cooled condenser, oil supply system for
both lubrication and hydraulic capacity control, electrical disconnect, motor
starter, and microcomputer control panel, and all related inter-connecting piping
and electrical connections. Chillcr shall be a factory assembled and packaged unit
complete with full operating charge of oil and refrigerant. Refrigerant shall be
R22, HCFC 123, or HFC 134A.
I. Chiller shall be manufactured by the Trane Company unless approved
otherwise by FM Director.
B. Variable Frequency Drives for pumps and fans shall be manufactured by ABB.
No substituitions
C. Chiller Room Safety Equipment; The contractors' chiller manufacturer shall
furnish all necessary safety equipment as required to bring the existing or new
chiller mechanical room up to the current ANSI! ASHRAE Standard No. 15-1992
requirements and in accordance with the furnished per Standard No. 32-1994. The
requirement includes signage identifying the type, quantity, pressure, and installer
of the refrigerant, oxygen deprivation and refrigerant sensors, monitoring panels,
occupancy sensors for automatic activation ofthc ventilation systems, plus one
normal use and one backup use approved self contained breathing apparatuses
with storage cabinets. Proper mechanical room ventilation should be sized for
heat dissipation.
D. Alarms; All chiller rooms shall be equiped with a carbon monoxide sensor and
alarm.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 46
Shared:Project Files:_Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/10/:
E. Pipes and Pipe- Fittings for Chilled Water Systems; Pipe shall be Schedule 40
black carbon steel type BCS-150 meeting requirements of ASTM AI20 and A53
for chilled water, cooling tower water, brine water, and vent system usages. All
piping shall utilize screw fittings for sizes 2" and smaller and butt welded joints
and flange fittings for sizes 2 l/2" and larger as required to join associated valves
and equipment flanges.
I. No PVC piping on any chilled water, cooling tower water, brine water and
vent system usages.
F. Valves for Chilled Water Systems; Valves for isolation and shut-off services shall
be gate type with dual supported rising stems for 125PSI working pressure service
with bronze valve bodies and screw fittings for pipe sizes up to and thru 2-inches
and with iron bodies and either flange or grooved fittings for all larger pipe sizes.
I. Balancing valves for fixing water flow rates shall be ball and/or globe type
with calibrated orifices, indicating operating handles and flow rate gauge
fittings as required for setting flow rates.
2. Variable water flow system control valves shall be globe and/or butterfly
single- and two-way types with manual and motorized operators as
required to operate within the BAS system. All valves shall be eapable of
providing smooth proportioning flow control. Spring returns shall be
provided on all two position and/or reversible modulating valves where
required for fail-safe operation.
G. Piping Specialties for Chilled Water Systems; All required piping accessories
shall be provided and shall include, but not be limited to, air vents, pressure relief
valves, dielectric connectors, gauge piping, strainers, flexible connectors,
temperature sensors and wells, pressure gauges and ports, gaskets, and wall and
floor sleeves, expansion joints, pipe supports, and anchors and all other devices
necessary for a complete and operable installation.
H. Thermal Pipe Insulation for use indoors on all chilled water piping and surfaces
shall be minimum I 112-inch thick fibrous glass insulation with vapor barrier. Use
2" foam glass insulation between chiller and ice tanks.
1. All chilled water piping shall be color coded with label and arrows identifying
direction and contents of flow. Provide aluminum jacket over all insulated piping
where exposed to view and/or exterior to building above grade.
1. Each building shall have both supply and return chilled water line shutoffs at the
entrance to the building and at each floor of the building.
COLLIER COUNTY VERTICAL STAcl\fDARDS
NOVEMBER 2,2010
PAGE 47
Shared:Project Files:_Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
236500 - COOLING TOWERS
A. Cooling tower shall be an induced draft, cross flow, factory assembled. It shall
consist of heavy gauge steel frame workcells housing bottom cold water basins,
central water spillways, and top hot water basins, fans and speed reducing decks,
fan cylinders, electric drive motors, etc. The tower shall include all accessories as
required for safe and reliable operation. Structural framing, casing covers, basin,
sump, and all fasteners shall be stainless steel.
1. Cooling Tower shall be manufactured by the Marley Company, Baltimore
Aircoil, or a County approved equal.
2. Cooling Tower shall be cn certified.
B. Pumps shall be centrifugal types of two mounting arrangements, in-line pipe
mounted for secondary chilled water loop pumps and base mounted for all other
applications.
1. Pumps shall be manufactured by Bell & Gossett, Armstrong, Aurora,
EV APCO, Peerless, or an approved equal.
2. Limit pump motors to nominal 1800 RPM wherever possible
3. All pumps shall be Horizontal models unless specifically approved by
Facilities Management.
C. The base mounted pumps shall be installed on housekeeping pads which are
installed in such a manner to insure accessibility to remove pump motors. The
pumps should be located near accessible doors allowing a portable hoist into and
accessing the pumps without any obstructions.
1. Locate motor out of airstream.
237300 - SPLIT - SYSTEM HV AC U~ITS
A. Split-system HVAC units shall be matched units provided by the same
manufacturer. Approved manufacturers are Carrier, Trane, and York.
B. Air Cooled Condensers
1. All air cooled condensers shall be concealed from view from the front or
sides of the building. Condensers shall be located in a dry, dust-free
environment separated from landscaping and maintained lawns and not
confined in an enclosed area. Provide "Bronzeglow" factory applied
protective finish (or approved equal) where units are located within one
mile of the coast. Do not locate exterior units directly under the edge of a
roof overhang or roof valley.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 48
Shared:Project Files:_Project 451 to 475:469 TigertaiJ Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
2. Provide sufficient clear area around the unit to for maintenance and free
air circulation without recirculation. Confirm the manufacturers minimum
recommended clearances between units and walls prior to design. In no
cases shall units be placed closer than two (2) feet from an adjacent wall
nor closer than three (3) feet between units. Provide additional clear areas
for servicing as reconnnended by the manufacturer, but not less than (5)
feet on service side, plus a minimum five (5) foot by five (5) foot clear
work area. The work area must be a hard surface such as on a concrete pad
or pavement. Coil grill guards shall be installed on all air cooled
condensing units 5 ton and larger.
C. Air Handling Units
I. All air handling units shall have not less than two (2) feet of clearance
around the entire unit, plus not less than five (5) feet clear on the service
side(s) of the equipment. Provide at least one five (5) foot by five (5) foot
clear floor area in the equipment room for servicing and maintenance of
the equipment. The clearances specified herein are minimum sizes and
may need to be increased as necessary to acconnnodate the equipment
used. The size and maintenance requirements of the unit shall be used to
determine the required room size.
2. Air handlers shall not be located in attic space, but in mechanical rooms
with duct leading into the ceiling. (Exception only if an existing system is
installed in an attic space.
3. Provide double-wall Air Handler Units with sloped drain pans.
237400 - ROOFTOP UNITS
A. Avoid rooftop units whenever possible. When located on roof, units shall not be
visible from the ground. Approved manufacturers are Carrier, Trane, York, and
Weatherking. Provide "Bronze glow" or equivalent, factory applied protective
finish where units are located within one mile of the coast.
B. Comply with SMACNA and NRCA standards for flashing at all roof penetrations.
Coordinate work with other trades. Provide prefabricated roof curbs under all
roof mounted equipment. Pitch pans are not allowed. Provide walk boards at
rooftop locations.
238400 - DEHUMIDIFICATION EQUIPMENT
A. Dehumidification equipment must be correctly sized to maintain 50% (or lower)
relative humidity level. Manufacturer shall be Scorpion or DFM approved equal.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 49
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addcndum:VERTICAL STD$ rev 121020IO.docMay Revision Mark-Up COMMENTS 12/10/:
B. Coordinate design requirements with other trades as required to meet this
specification. Vestibules are recommended at all high-traffic entrances to the
building.
DIVISION 25 - INTEGRATED AUTOMATION
255000 - HV AC CONTROLS
A. "BAS" Control systems
I. All buildings will be evaluated for application of Building Automation
Systems, but in general, all buildings over 4,000 square feet will include a
Building Automation System. The system will be Johnson Control's Metasys
System. Included within the package will be all items currently being utilized
by the Facilities Management Department including but not limited to remote
monitoring at the main office.
2. Temperature sensors and controls to be located in each private office, zone
and/or open area as specified by engineer.
3. Zone and room temperatures to be controlled only by Facility
Management Department BAS, not by room occupant. NON - adjustable
sensors are to be used in all areas except when specifically exempted in
writing by Facilities Management staff.
4. Temperature, C02 and humidity sensors shall be located in space which
is being controlled. The sensors shall be mounted on a wall 5 feet above
the floor. An additional humidity sensor shall be located in the R/ A ducts,
and all RH sensors shall be connected to the BAS system. All humidity
sensors installed in County facilities need to be installed in the space that
it is monitoring (not in duct). The sensor needs to be installed per
manufacturers requirements. This is usuallv at the 4-1/2 to 5 foot level. It
must be clear of all furniture and other obstructions so as to properlv read
the space RH%. The sensor must be installed on an inside wall of the
space being monitored to avoid adverse readings from possible outside
wall drafts. Sensors installed in return ducts can be easilv forgotten about
and be difficult to repair. Again, vou mav not get accurate readings from
return air locations due to dust collecting as an insulator and location of
the return near an outside doorwav. Anv deviation from the standard of
room sensors needs to be explained and approved bv the Director of
Facilities Management.
5 Individual DDC controller for each major piece of mechanical equipment
to insure operation in case of failure to our "BAS" system.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 50
Shared:Project Files:~Project 451 to 475:469 Tigcrtail Beach Boardwalk:Addendum:VERTICAL sms rev 1210201O.docMay Revision Mark-Up COMMENTS 12/l0J:
6. As part of the project, the system shall communicate (through the server
located on the 5th floor of Building F) with the work station in the
Operations Center at the Facilities Management Headquarters. All
equipment will be included in the project.
7. All computer and electrical rooms will have temperature sensors with
alarmed ranges monitored and pageable.
B. "BAS" Network Design
I. System shall be designed to a fault tolerant distributed system with
intelligence at each major piece of mechanical equipment.
2. Communication to all DDC controllers shall be by Network Automated
Engine; (NAE) in the building.
3. Communication from NAEINTE (Network Integrate Engine) to Operator
Workstation in Building W via Fiber optic Cabling, if building is on
campus, or via modem if building is off campus. System shall allow
automatic beeper notification of critical alarms as defined by FM
department prior to software generation by utilizing the existing automatic
dialer if the building is on campus or a new automatic dialer if building is
off campus.
DIVISION 26 - ELECTRICAL
260000 - GENERAL
A. Standards; Requirements of Division I, the National Electric Code, NFPA,
NEMA, and UL apply to work of this section.
B. All automated lighting control systems shall be monitored and controlled through
Metasys, unless otherwise approved by the Department of Facilities Management.
C. All 3-phase equipment shall have phase-loss protection.
D. All light fixtures must accept G.E. replacement lamps.
E. Lighting should be designed to recommended candle power readings of
Illumination Engineering Society.
F. Wherever practical, high efficiency, LED lamps or Energy Star rated products
should be used.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 20 I 0
PAGE 51
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/]0/:
G. All private offices, bathrooms, breakrooms, and other areas with intermittent
occupancy during the normal work day, shall be equipped with occupancy/motion
sensor light switches.
260010 - AS-BUILT DRAWINGS
A. The Contractor shall provide accurate and updated as-built drawings detailing all
electrical installations, to include outlets, shown as they are actually installed.
260020 - RENOVATION AND RETROFIT WORK
A. For all renovation, retrofit, and building additions projects, the Design
Professional and/or Contractor must consult with County maintenance personnel
for tie- in to existing equipment.
260030 - SPECIAL EQUIPMENT ROOM REQUIREMENTS
A. All mechanical rooms and exterior equipment areas shall be fitted with at least
two (2) 013.8 (1) 20 amp duplex electrical outlets, liS volt single phase.
B. All mechanical rooms shall be filted with sufficient lighting to properly
illuminate all areas of the room taking into account light obstruction due to
equipment, provide approximately 100 Foot Candles of illumination.
C. Provide 2 separate electrical rooms; one for building power and one for low
voltage applications such as computer networks, phone etc. The intent is to
physically separate functions while maintaning close proximity to each other.
D. Ifbuilding is equipped with card access hardware, provide card reader at each
equipment room.
260040 - IDENTIFICATION
A. Provide neatly typed panel schedules identifying all circuits in all new and
renovated work.
B. All panels and switchgear shall be identified with engraved plastic signs
indicating same designation shown on the as-built plans.
260500 - CONDUCTORS AND CABLES
A. Only T.H.H.N. or equivalent, insulated copper wire shall be used in all electrical
wmng
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 52
Shared:Project Files:_Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/l0/;
B. Engineer shall design wiring with respect to the harmonic loads of the building.
C. Neutrals shall be installed using one of two approved methods:
I. Install separate neutrals with circuits.
2. Install oversized neutrals.
D. Raceways and Raceway Fittings shall be thin wall EMT type steel conduits for
indoor use, and PVC for exposed outdoor use. All raceways shall be complete
with fittings specifically designed for use with the associated raceways. Flexible
metallic and PVC are acceptable.
E. Junction, Outlet, and Pull Boxes Shall be constructed of code gauge sheet steel,
galvanized or sheradized or otherwise rust proofed, and sized in accordance with
the NEC per number of devices and wires within the boxes or the number and
sizes of conduits entering the boxes. Outlet boxes shall have suitable cover plates
or devices mounting plates as required for its associated device and/or accessory.
Junction and pull boxes shall have blank steel covers bolted to the boxes.
F. Sleeves for pipe and conduit penetrations through concrete or masonry walls shall
be minimum No. 22 gauge sheet steel.
260526 - GROUND~G
A. Pull ground wire with all circuits.
B. Grounds shall be cadwelded to steel frame structures.
C. Ground rods shall be a minimum of twenty (20) feet long
D. Step down transformers for lighting and receptacle loads shall have grounded
electrodes to each transformer.
260536 - CABLE TRAYS
A. Provide cable trays or hooks above corridor ceilings where required by Owners
building design program.
C. Communication Cabling: . The insulation or outer jacket of all wiring shall be
color coded by function according to the National Electric Code Standard.
CAT -6 Patch Cords
Connection Type
Ethernet
Critical Care
Cross-Over
liPS
Color
Yellow
Red
\Vbite
Green
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 53
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 121020l0.docMay Revision Mark-Up COMMENTS 12/10/:
Server
Department Owned Hardware
PoE Connections (Wireless)
V oice Connectivity
Fiber Patch Cords
Connection Type
MM Fiber (62.5 micron)
MM Fiber (62.5 micron)
MM Fiber (50 micron)
SM Fiber
Blue
Black
Orange
Gray
Color
Orange
\\Thite
Aqua
Yellow
260620.16 - DISCONNECT SWITCHES AND CIRCUIT BREAKERS
A. All circuit breakers shall be either Square 0 or ITE type breakers.
B. Wafer style breakers shall not be used in new construction.
260620.26 - DEVICES
A. All receptacles shall twenty (20) amp combination devices.
B. Except as noted below, the color of all switches, cover plates, fixtures, devices,
exit lights, emergency lights, etc. shall be either White or as scheduled by Design
Professional. Trim shall be white color, aluminum, brushed aluminum, or
chrome.
I. Computer/UPS outlets shall be orange color.
2. Emergency generator outlets shall be red color, unless entire facility is
powered by emergency generator.
262200 - TRANSFORMERS
A. Provide non-linear load transformers where required.
264100 - LIGHTNING PROTECTION
A. \Vhere required by building design program, provide a complete UL listed
lightning protection system. Shop drawings shall be reviewed and approved by
the Design Professional prior to installation. Minimize roof penetrations and
coordinate the work with other trades as needed for a complete and proper leak-
proof installation. Exposed pitch pans are not allowed.
264300 - TRANSIENT VOLTAGE SUPPRESSION
A. Provide appropriate surge suppression device for all buildings.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 54
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum;VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10,';
265100 - INTERIOR LIGHTING
A. Fixtures types shall be limited to listed standard fixtures to facilitate maintenance.
1. Basic interior lighting fixtures shall be 2' x 4' fluorescent lighting fixtures.
2. All lighting fixtures shall have electronic ballasts with T -5 fluorescent
lamps with safety fuse, or LED equivalents
3. Recessed lamps shall use only standard PL 5, 7, 9, or 13 lamps. Do not use
quad or non-standard lamps.
4. Special fixtures must be approved by the County prior to completion of
design.
5. Tandem ballasts are not allowed.
6. Provide at least one non-switched fluorescent night light in Foyer, Lobby,
Corridors, and large Open Office areas
7. Lighting must be energy efficient and designed to the recommended
candle power readings of the Illumination Engineering Society.
265200 - EMERGENCY LIGHTING
A. Emergency lights shall be low-profile surface mounted dual head units, white
color.
1. Provide Chloride Fusion 2, Sureligbt CD-I, Beghelli Deco 6, or approved
equal.
2. Do not use EM backup units for recessed fixtures.
265300 - EXIT SIGNS
A. Provide LED exit signs with battery back-up for emergency egress requirements.
B. Exit signs shall not use fluorescent lamps and nor any radioactive materials.
C. Exit signs sball have brushed aluminum faces. Stencils shall be green.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 55
Shared:Project Fjles:~Project 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMuy Revision Mark~Up COMMENTS 12/10/:
265600 - EXTERIOR LIGHTING
A. Exterior fixtures shall utilize metal halide lamps with standard mogul bases.
Acceptable sizes are limited to 150, 250, and 400 watt lamps.
B. Light poles shall be individually fused and numbered sequentially in order to
confirm exact pole location for bulb maintenance. Call Facilities Management
prior to installing numbers for approved number material, colors, and location on
pole.
C. Exterior fixtures shall be all aluminum or heavy duty vandal resistant plastic
construction with vandal resistant glass lenses.
D. Well or buried fixtures are not allowed
E. Flag pole lights: lOOW MIL
F. Sign lights: LED equivalent to 70W MH unless approved otherwise.
G. Exterior wraparound fixtures: not allowed (use vapor proof fixtures in exterior
environments).
DIVISION 27 - COMMUNICATIONS
All communication wiring and cabling shall be run in wire ways, troughs, or other
approved supporting means according to NEC 70E
272000 - INFOR.MATION TECHNOLOGY (IT)
A. Use Category 6 wire for all data lines in new construction and renovations.
B. All offices and conference rooms shall have two IT Duplex Boxes on opposite
walls. Each box to have two Cat 6 Lines, temlinated and certified. OjJen space
areas to have two Cat 6 lines for each cubicle shown on the svstems furniture
lavout
272010 - FIBER OPTIC LINES
A. All fiber optic lines must be traceable. Acceptable tracing techniques are as
follows:
1. Install pull wires with each line.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 56
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12I02010.docMay Revision Mark-Up COMMENTS 12/10/:
2. Encase under ground lines in a steel jacket conduit with Metro Tracer
Ribbon for underground locator service compatibilitv.
273000 - TELEPHONE SYSTEMS
A. Refer to the Collier County Government Information Technology (IT) Standards
Manual.
B. Conceal all cables in walls, partitions, and ceiling spaces wherever possible. Run
lines in conduit from telephone board to telephone company connection. Do not
install unprotected lines or equipment on exterior walls of the building.
274000 - CABLE TV SYSTEMS
A. Pre-wire for standard cable TV service to all Conference Rooms, Training
Rooms, Meeting Rooms, Lobbies, Executive Offices and where identified in the
Owners building design program. Refer to the Collier County Government IT
Standards Manual.
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
281000 - SECURITY AND INTRUSION ALARMS
A. F or new buildings or renovations where the security system is being removed, a
new integrated system shall be installed. In existing buildings where the security
system is not being replaced, the Facility Management System shall monitor the
security system as noted below.
281001 - ACCESS CONTROL SYSTEMS (CARD ACCESS)
A. System shall perform as a stand-alone security system including all required
control sequences per occupant's requirements including necessary keypads, card
readers, motion detectors, door contacts, etc.
B. Security system shall communicate to the central station on contract ~ to
indicatc at a minimum, zone by zone status.
'h FM& shall act as a secoRdary rej30rtiRg stati OR aRd sliall ROt be tlie primary
rCI'ElrtiRg statioR.
C. All external hardware shall have tamper proof screws.
D. All roof hatches shall be monitored by the security system.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 57
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/]0/:
282300 - CCTV VIDEO SURVEILLANCE
A. Ouantity and locations shall be specified at job design meeting bv Building
Automation Supervisor.
B. Fixed Cameras shall be Pelco, Digital Color Cameras.
C. Pan / Tilt I Zoom Cameras shall be Pelco Dome Systems.
D. CCTV DVR's recording devices shall be Dedicated Micros 1.2 Terabyte.
E. CCTV images shall be transmitted to FM Operations Center via multimode, fiber
optics on campus
F. Two (2) WP electrical outlets shall be installed in locked panel on poles used for
CCTV panel.
H. DVR's off site need to be in lockable secure cabinet in an air-conditioned secure
(preferably card-accessed) area.
283100 - FIRE ALARM
A. Provide a complete Fire Alarm system where required by Code or Ordinance.
Refer to Division One for General Requirements, Codes, and Standards, including
FBC and NFPA codes.
1. Fire Alarm systems shall be provided by Johnson Controls, GE-EST,
Siemens, Simplex, or approved equal as directed by FM staff.
2. Fire Alarm software shall be compatible with existing LF.I software
utilized at the Facilities Management operations center.
B. Comply with the requirements ofNFP A 72, National Fire Alarm Code for all
work related to the design and installation of the system. The Engineer of Record
shall review and approve the installers shop drawings prior to permit application.
C. The fire control panel shall be an addressable fire panel that is ULFM listed. A
dual dialer with 2 phone lines coming from the fire panel is required; two (2)
lines per fire code to the primary monitoring company, and a third NIC card &
ethemet connection back to the Building "w" Operations Center for ancillary
monitoring. For new buildings or renovations where the existing fire alarm system
is being removed, a new integrated system shall be installed. In existing buildings
where the fire alarm system is not being replaced, the Facility Management
System shall monitor the fire alarm system as noted below.
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 58
Shared:Project Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL SillS rev 1210201O.docMay Revision Mark-Up COMMENTS 12/10/:
I. System shall perform as a stand-alone fire alarm system including all
required control sequences including Fire Department notification.
2. Fire Alarm system shall communicate to (FMS) to indicate at a minimum,
zone by zone status.
3. FMS shall act as an ancillary secondary reporting station and shall not be
the primary reporting station.
D. Maintain accurate as-built plans of all work.
I. Provide neatly typed zone schedule at the fire alarm panel.
2. Provide CAD discs of any new or revised alarm system.
E. Provide a lockable exterior "fire fighter key box" located near the main entry of
each new building and containing the building's master key or card access card
for use during fire emergencies. Approval of the box type and final location shall
be determined solely by the Fire Department and / or Fire Marshall for each fire
district.
F. Provide a "Stopper II w/Horn Casing" (model # STI-I130 or equivalent) for all
Lobby and Entrance area Fire Pull Stations.
G. All warning devices (Horn/Strobes etc.) shall be ceiling mounted and not located
on the wall unless required by code. Center the device within individual ceiling
tiles when possible. All warning devices shall be equipped with internal battery
Back-up
DIVISION 31 - EARTHWORK
310000 - GENERAL
A. Comply with the Collier County Land Development Code, FBC, and
requirements of Division 1.
312000 - GRADING
A. Enclosed building floor slabs shall be at least 8" above exterior [mish grade. Do
not slope grades towards buildings. Final grading around the building is to be
sloped evenly away from structures and slabs to insure positive drainage.
DIVISION 32 - EXTERIOR IMPROVEMENTS
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2, 2010
PAGE 59
Shared:ProJcct Files:]roject 451 to 475:469 Tigertail Beach Boardwalk:Addendum:VERTICAL STDS rev 12102010.docMay Revision Mark-Up COMMENTS 12/10/:
329300 - LANDSCAPING
A. Except for grass, all landscaping must be at least three (3) feet away from any
exterior wall. Plants and other foliage must have a three (3) foot clearance
between outer limbs and each wall.
B. Trees are to be planted at least Fifteen (15) feet from any exterior wall. No Trees
to be planted in pavers
C. Landscaping may not be planted within Four (4) feet ofHV AC units, fire
protection assemblies, mechanical or electrical equipment. Increase distance as
needed to provide required clearance for anticipated full-grown size of
landscaping.
D. Install not less than 10" wide border of gravel at the perimeter of exterior walls
around each building. Gravel shall be not less than 4" thick, installed over weed
block fabric, with a suitable continuous edge trim. Top of gravel shall be at least
8" below the finish floor slab.
I. Completely remove all compacted base and sub base material from all areas
intended for landscaping and trees. Add top soil to all areas prior to installation of
plant material.
J. Facility Manager to approve all plant material prior to installation.
K. Irrigation svetem shall tie into existing system or follow standards. Provide
connection to reclaimed water system if possible.
L. Grading and landscaping shall be sloped awav from building, walkwavs,
pavement. equipment, etc, and water runoff shall drain into site drainage svstem
without standing water.
END OF VERTICAL STA.c~DARDS DOCUMENT
COLLIER COUNTY VERTICAL STANDARDS
NOVEMBER 2,2010
PAGE 60
TIGERTAIL BEACH RESTROOM AND BOARDWALKS
MARCO ISLAND, FLORIDA
SECTION 00005 - TABLE OF CONTENTS
CONTRACTDOCUMENTREQUffiEMENTS
00005 1-4
00800 1-2
00900 I-I
SPECIFICATIONS
TABLE OF CONTENTS
SUPPLEMENT AR Y CONDITIONS
SUBCONTRACTOR LISTING
DIVISION I - GENERAL REQUffiEMENTS
01000 I-I
010301-2
010401-3
01045 1-4
010501-3
011101-3
012001-3
013001-7
013701-2
014101-14
014201-3
014501-8
015001-5
015401-5
016001-4
017001-5
017201-6
COLOR AND MATERIAL SCHEDULE
ALTERNATES
COORDINATION
CUTTING AND PATCHING
FIELD ENGINEERlNG
SUMMARY OF WORK
PROJECT MEETINGS
SUBMITTALS
SCHEDULE OF VALVES
ENVIRONMENTAL PROTECTION
REFERENCES
CONTRACTOR QUALITY CONTROL
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
SITE SAFETY COMPLIANCE PROGRAM
SUBSTITUTIONS
CONTRACT CLOSEOUT
PROJECT RECORD DOCUMENTS
DIVISION 2 - SITE CONSTRUCTION
02010 I-I
02070 1-4
02151 1-2
02201 1-7
02221 1-7
02223 I-I
02230 1-2
02276 1-2
023601-2
TABLE OF CONTENTS
SUB SURF ACE INVESTIGATION
SELECTIVE DEMOLITION
SHORING AND BRACING OF EXCAVATIONS
EARTHWORK FOR UTILITY STRUCTURES
TRENCHING, BEDDING, AND BACKFILL FOR PIPE
EXCA VA TION BELOW NORMAL GRADE AND GRAVEL REFILL
SITE CLEARlNG
TEMPORARY EROSION AND SEDIMENTATION CONTROL
TERMITE CONTROL
00005-1
TIGERTAIL BEACH RESTROOM AND BOARDWALKS
MARCO ISLAND, FLORIDA
024001-3 PILINGS
02535 1-12 FORCE MAIN TRANSMISSION SYSTEMS
DIVISION 3 - CONCRETE
03200 1-5
03300 1-20
03480 1-4
CONCRETERE~ORCEMENT
CAST-IN-PLACE CONCRETE
PRECAST CONCRETE SPECIALTIES
DMSION 4 - MASONRY
042001-10 UNIT MASONRY
DIVISION 5 - METALS
051201-10 STRUCTURAL STEEL
055001-4 METAL FABRICATIONS
DMSION 6 - WOOD AND PLASTICS
060651-5 OUTDOOR STRUCTURAL GRADE PLASTIC LUMBER WITH
FffiERGLASS FILAMENT RE~ORCING
061001-4 CARPENTRY
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07100 1-4
07552 1-10
076201-6
079201-7
WATERPROOFING, DAMPPROOFING, AND CAULKING
SBS-MODIFIED BITUMINOUS MEMBRANE ROOFING
SHEET METAL FLASHING AND TRIM
SEALANTS
DIVISION 8 - DOORS AND WINDOWS
084101-9
087121-6
08715 1-1
089001-5
ALUMINUM ENTRANCES AND STOREFRONTS
DOOR HARDWARE
DOOR HARDWARE SCHEDULE
LOUVERS AND VENTS
DIVISION 9 - FINISHES
09220 1-7
098201-5
09912 1-10
09960 1-6
TABLE OF CONTENTS
PORTLAND CEMENT PLASTER
CEMENTATIONS COATINGS
PAINTING
EPOXY COATINGS
00005-2
TIGERTAIL BEACH RESTROOM AND BOARDWALKS
MARCO ISLAND, FLORIDA
DIVISION 10 - SPECIALTIES
104251-4
105201-3
10801 1-4
SIGNS
FIRE-PROTECTION SPECIAL TIES
TOILET ACCESSORIES
DIVISION 11 - EQUIPMENT
113111-11 SUBMERSIBLE WASTEWATER PUMPS
DIVISION 12 - NOT USED
DIVISION 13 - NOT USED
DIVISION 14 - NOT USED
DIVISION 15 - MECHANICAL
15000 1-12
15050 1-5
15064 1-3
15100 1-5
15105 1-2
15109 1-2
15140 1-4
15150 1-4
15410 1-6
PIPING, GENERAL
BASIC MECHANICAL MATERIALS AND METHODS
POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS
V ALVES, GENERAL
CHECK V ALVES
PLUG V ALVES
DOMESTIC WATER PIPING
SANITARY WASTE, STORM DRAINAGE AND VENT PIPING
PLUMBING FIXTURES
DIVISION 16 - ELECTRICAL
16000 1-7
16050 1-6
16051 1-1
16110 1-4
16120 1-3
16131 1-3
16140 1-2
16452 1-1
16470 1-3
16515 1-1
16601 1-1
16900 1-3
TABLE OF CONTENTS
ELECTRICAL GENERAL REQUIREMENTS
BASIC MATERIALS, METHODS AND REQUIREMENTS
TEMPORARY POWER LIGHTING
RACEWAYS
WIRES AND CABLES
OUTLET, PULL, AND JUNCTION BOXES
WIRING DEVICES
GROUNDING
P ANELBOARDS
LIGHTING FIXTURES
CONNECTION OF MECHANICAL EQUIPMENT
SUBMERSIBLE PUMP LEVEL CONTROL PANEL
00005-3
TIGERTAIL BEACH RESTROOM AND BOARDWALKS
MARCO ISLAND, FLORIDA
APPENDICES
APPENDIX A 1-23
APPENDIX B 1-20
APPENDIX C 1-9
ATTACHMENT A 1-9
ATTACHMENT B 1-4
APPENDIX D 1-60
FDEP NOTICE TO PROCEED
FDEP ENVIRONMENTAL RESOURCE PERMIT
USACE PERMIT
PROJECT DRAWINGS
WATER QUALITY CERTIFICATION
VERTICAL STANDARDS
NOTICE: BIDDERS INCLUDING GENERAL CONTRACTORS, SUBCONTRACTORS,
AND SUPPLIERS SHM,L OBTAIN AND REVIEW A COMPLETE SET OF CONTRACT
DOCUMENTS INCLUDING PROJECT MANUAL, SPECIFICATIONS, DRAWINGS, AND
ADDENDA PRIOR TO SUBMITTING BIDS.
END OF SECTION 00005
TABLE OF CONTENTS
00005-4
SECTION 02151
SHORING AND BRACING OF EXCAVATIONS
PART 1-
GENERAL
1.01 WORK INCLUDED
A. Work included: Provide shoring at excavations and else where as required to protect
workmen, materials, other properties, and the public.
1.02 RELATED WORK
A. Documents affecting work of this Section include, but are not necessarily limited to,
General Conditions, Supplementary Conditions, and Sections in Division 1 of these
Specifications.
B. As established in the General Conditions of the Contract, the Contractor is solely
responsible for means and methods of construction and for the sequences and
procedures to be used.
1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are familiar with the specified
requirements and the methods required for proper performance of the work of this
Section.
B. Employ a Professional Engineer registered in the State of Florida, who is qualified to
design the shoring system and to inspect and report on the quality of its
construction. All drawings must bear the signature and seal of this engineer.
C. Comply with pertinent requirements of governmental agencies having jurisdiction,
specifically the Florida Trench Safety Act.
D. The shoring design and construction shall take into consideration all the information
regarding the following:
1. Soil investigation report prepared for this Work.
2. Existing Utilities.
1.04 SUBMITTALS
A. Comply with pertinent provisions of Section 01340 "Submittals and Substitutions".
B. Submit shoring design for approval by Owner.
1. Should changes in the shoring design be required coordinate all such
changes with the Engineer and secure the Owner.
02151-1
PART 2 - PRODUCTS
2.01 MATERIALS, GENERAL
A. Provide list of materials as required for the shoring system.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of the
Work. Do not proceed until unsatisfactory conditions are corrected.
3.02 DESIGN
A. Design a shoring system which will safely and adequately prevent collapse of
adjacent materials and which will permit construction of the Work to the
arrangement shown on the Drawings.
B. Secure approval from Owner.
3.03 INSTAllATION
A. Construct and install the shoring system in accordance with the design as approved
by the Owner.
END OF SECTION
02151-2
SECTION 02201
EARTHWORK FOR UTILITY STRUCTURES
PART 1-
GENERAL
1.01 WORK INCLUDED
A. Work included: Excavation, backfilling and compaction for the installation of utility
structures and related construction.
1 .02 RELATED WORK
A. Documents affecting work of this Section include, but are not necessarily limited to,
General Conditions, Supplementary Conditions, and Sections in Division 1 of these
Specifications.
1.03 QUALITY ASSURANCE
A. Codes and Standards: Perform excavation work in compliance with applicable
requirements of authorities having jurisdiction.
B. Testing and Inspection Services: Contractor shall employ and pay for a qualified
independent geotechnical testing laboratory to perform soil testing and provide
Inspection services during earthwork operations.
C. Testing Laboratory Qualifications: To qualify for acceptance, the geotechnical
testing laboratory must demonstrate to the Engineers satisfaction, based on
evaluation of laboratory-submitted criteria conforming to ASTM E 699, that it has the
experience and capability to conduct required field and laboratory geotechnical
testing without delaying the progress of the Work.
1.04 SUBMITTALS
A. Test Report: Submit the following reports directly to the Engineer from the testing
services, with a copy to the Contractor:
1. Verification of suitability of subgrade material, for each footing, in
accordance with all specified the requirements.
2. Field reports of in-place soil density tests.
3. Report of actual unconfined compressive strength and/or results of bearing
tests of each strata tested.
1.05 PROJECT CONDITIONS
A. Site Information: Data contained in the subsurface investigation reports was used
as a basis for the Engineering design and are available to the Contractor for
information only. Conditions are not intended as representations or warranties of
accuracy or continuity between soil borings. The Owner will not be responsible for
interpretations or conclusions drawn from this data by the Contractor.
1. Additional test borings and other exploratory operations may be performed
by Contractor, at the Contractor's option; however, no change in the
02201-1
Contract Sum will be authorized for such additional exploration.
B. Existing Utilities: Locate existing underground utilities in areas of excavation work. If
utilities are indicated to remain in place, provide adequate means of support and
protection during earthwork operations.
1. Should uncharted, or incorrectly charted, piping or other utilities be
encountered during excavation, consult Engineer immediately for directions
prior to proceeding with excavation work. Cooperate with Owner and utility
companies in keeping respective utility services and facilities in operation.
Repair any damaged utilities to the satisfaction of utility owner.
2. Do not interrupt existing utilities serving facilities occupied by Owner or
others, during occupied hours, except when permitted in writing by the
Architect and Engineer; and then only after acceptable temporary utility
services have been provided.
3. Provide a minimum of 48-hour notice to the Engineer, and receive written
notice from the Engineer to proceed before interrupting any utility service.
C. Use of Explosives: Use of explosives is not permitted.
O. Protection of Persons and Property: Barricade open excavations occurring as part
of this work and post with warning lights.
1. Operate warning lights as recommended by authorities having jurisdiction.
2. Protect building structures, utilities, sidewalks, pavements, and other
facilities from damage caused by settlement, lateral movement,
undermining, washout, and other hazards created by earthwork operations.
3. Perform excavation by hand within dripline of large trees to remain. Protect
root systems from damage or dry-out to the greatest extent possible.
Maintain moist conditions for root system and cover exposed roots with
moistened burlap.
PART 2 - PRODUCTS
2.01 SOIL MATERIALS
A. Satisfactory soil materials are defined as those cDmplying with ASTM 02487 sDil
classificatiDn groups GW, GP, GM, SM, SW, and SP.
B. Unsatisfactory DII materials are defined as those cDmplying with ASTM 03487 soil
classification groups GC, SC, ML, MH, CL, CH, OL, OH, and PT.
C. Sub-base Material: Naturally Dr artificially graded mixture of natural Dr crushed
gravel, crushed stDne, crushed slag, crushed Iimerock and natural Dr crushed sand.
O. Backfill and Fill Materials: Satisfactory SDil materials free Df clay, rock or gravel
larger than 2 inches in any dimension, debris, waste, frozen materials, vegetatiDn
and other deleterious matter.
02201-2
PART 3 -
EXECUTION
3.01 EXCAVATION
A. Excavation Classifications: Excavation includes excavation to subgrade elevations
indicated on the Construction Drawings. The following classifications of excavation
will be made:
1. Earth Excavation includes excavation of pavements and other obstructions
visible on surface: underground structures, utilities, and other items indicated
to be demolished and removed; together with earth and other materials
encountered that are not classified as Rock or Unauthorized Excavation.
2. Rock Excavation for trenches and pits includes removal and disposal of
materiais and obstructions encountered that cannot be excavated with a
track mounted power excavator, equivalent to Caterpillar Model No.
215CLC, and rated at not less than 115-HP flywheel power and 32,000-
pound drawbar pull and equipped with a short stick and a 42-inch wide, short
tip radius rock bucket rated at a heaped capacity of 0.81 cubic yards.
Trenches in excess of 10 feet in width and pits in excess of 30 feet in either
length or width are classified as Open Excavation.
3. Rock excavation in open excavations includes removal and disposal of
materials and obstructions encountered that cannot be dislodged and
excavated with modern, track-mounted, heavy-duty excavating equipment is
defined as Caterpillar Model No. 973 or equivalent track-mounted loader,
rated not less than 210-HP fiywheel power and developing minimum
breakout force of 45,000-pound (measured in accordance with SAE J732).
a. Typical of materials classified as rock are (boulders 1/2 cubic yard or
more in volume), solid rock, rock in ledges, and rockhard
cementitious aggregate deposits.
b. Intermittent drilling, or ripping performed to increase production and
not necessary to permit excavation of material encountered will be
classified as Earth Excavation.
B. All other excavation is classified as Unauthorized Excavation. The Contractor shall
receive written approval from the Owner and Engineer prior to proceeding with any
Unauthorized Excavation.
3.02 STABILITY OF EXCAVATIONS
A. General: Comply with local codes, ordinances, and requirements of agencies having
jurisdiction.
B. Slope sides of excavations to comply with local codes, ordinances, and
requirements of agencies having jurisdiction. Shore and brace where sloping is not
possible because of space restrictions or stability of material excavated. Maintain
sides and slopes of excavations in safe condition until completion of backfilling.
C. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet
piling, uprights, stringers, and shoring and bracing in excavations regardiess oftime
period excavations will be open. Extend shoring and bracing as excavation
progresses.
02201-3
3.03 DEWATERING
A. Prevent surface water and subsurface or groundwater from flowing into excavations,
and from flooding project site and surrounding area.
1. Do not allow water to accumulate in excavations. Remove water to prevent
softening of foundation bottoms, undercutting structure bases, and soil
changes detrimental to stability of subgrades and foundations. Provide and
maintain pumps, well points, sumps, suction and discharge lines, and other
dewatering system components necessary to convey water away from
excavations.
2. Establish and maintain temporary drainage ditches and other diversions
outside excavation limits to convey stormwater runoff and water removed
from excavations into collection areas or to direct stormwater runoff in the
historical flow direction. Do not use trench excavations as temporary
drainage ditches. Maintain proper erosion and sedimentation control
measures to avoid siltation of existing stormwater management systems.
3. Contractor to obtain all permits for dewatering and present to owner prior to
any dewatering operations.
3.04 STORAGE OF EXCAVATED MATERIALS
A. Stockpile excavated materials acceptable for backfill and fill where directed. Place,
grade, and shape stockpiles for proper drainage.
B. Dispose of excess excavated soil material and materials not acceptable for use as
backfill or fill off-site and at no additional cost to the Owner.
3.05 EXCAVATION FOR STRUCTURES
A. Conform to elevations and dimensions shown within a tolerance of plus or minus
0.10 foot, and extending a sufficient distance from footings and foundations to
permit placing and removal of concrete formwork, installation of services, and other
construction and for inspection.
1. Excavations for footings and foundations: Do not disturb bottom of
excavation. Excavate by hand to final grade just before concrete
reinforcement is placed. Trim bottoms of required lines and grades to leave
solid base to receive other work.
3.06 BACKFILL AND FILL
A. General: Place soil material in layers to the required subgrade elevations, for each
area classification listed below, using materials specified in Part 2 of this Section.
B. Backfill excavations as promptly as work permits, but not until completion of the
following:
1. Acceptance of construction below finish grade including where applicable,
damp proofing, waterproofing, and perimeter insulation.
2. Removal of concrete formwork.
3. Removal of shoring and bracing, and backfilling of voids with satisfactory
materials. Cut off temporary sheet piling driven below bottom of structures
and remove in a manner to prevent settlement of the structure or utilities, or
02201-4
leave in place if required.
4. Removal of trash and debris from excavation.
5. Permanent or temporary horizontal bracing is in place on horizontally
supported walls.
3.07 PLACEMENT AND COMPACTION
A. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil
materials, obstructions, and deleterious materials from ground surface prior to
placement offill material(s). Plow, strip, or break up sloped surfaces steeper than 1
vertical to 4 horizontal so that fill material will bond with existing surface.
1. When existing ground surface has a density less than that specified in the
Drawings, break up the ground surface, pulverize, moisture-condition to
optimum moisture content, and compact to the required depth and
percentage of maximum density.
B. Place backfill and fill materials in layers not more than 6 inches in loose depth for
material compacted by heavy compaction equipment, and not more than 4 inches in
loose depth for material compacted by hand-operated tampers.
C. Before compaction, moisten or aerate each layer as necessary to provide optimum
moisture content. Compact each layer to the required percentage of maximum dry
density or relative dry density for each area classification as per the Construction
Drawings and Article 3.7.E below. Do not place backfill or fill material on surfaces
that are muddy.
D. Place backfill and fill materials evenly adjacent to structures, piping, or conduit to the
required elevations. Prevent wedging action of backfill against structures or
displacement of piping or conduit by carrying material uniformly around structure,
piping, or conduit to approximately same elevation in each lift.
E. Control soil and fill compaction, providing a minimum percentage of dry density as
specified for each area classification indicated below. Correct improperly
compacted areas or lifts as directed by the Engineer if soil density tests indicate
inadequate compaction.
1. Percentage of Maximum Dry Density Requirements: Compact soil to not less
than the following percentages of maximum dry density, in accordance with
ASTM D 1557:
a. Under structures and pavements, compact top 12 inches of
subgrade and each layer of backfill or fill material to a minimum of 95
percent of the maximum dry density.
2. Moisture Control: Where subgrade or a layer of soil material must be
moisture conditioned before compaction, uniformly apply water to surface of
the subgrade or layer of soil material. Apply water in minimum quantities as
necessary to prevent free water from appearing on the surface during or
subsequent to compaction operations.
a. Remove and replace, or scarify and air dry, soil material that is too
wet to permit compaction to specified density.
b. Stockpile or spread soil material that has been removed because it is
too wet to permit compaction. Assist drying by harrowing, or
pulverizing until moisture content is reduced to a satisfactory value.
02201-5
3.08 GRADING
A. Uniformly grade areas within the limits of grading specified in the Drawings and
under this Section. Smooth finished surface within specified tolerances, compact
with uniform levels or slopes between points where elevations are indicated, or
between such points and existing grades.
B. Grade areas adjacent to building lines to drain away from structures and to prevent
ponding. Finish surfaces free from irregular surface changes. Shape surface of
areas under pavement to line, grade, and cross-section, with the finished surface
not more than 1/2 inch above or below the required subgrade elevation.
C. Grading surface of fill under building slabs: Grade smooth and even, free of voids,
compacted as specified, and to the required elevation. Provide final grades within a
tolerance of 1/2 inch when tested with a 10-foot long straight edge.
D. Compaction: After grading, compact subgrade surfaces to the depth and indicated
percentage of maximum or relative density for each area classification.
3.09 FIELD QUALITY CONTROL
A. Quality Control Testing During Construction: Allow testing service to inspect and
approve each subgrade and fill layer before further backfill or construction work is
performed.
1. Perform field density tests in accordance with ASTM D 1556 (sand cone
method) or ASTM D 2167 (rubber balloon method), as applicable.
a. Field density tests may also be performed by the nuclear method in
accordance with ASTM D 2922, providing that calibration curves are
periodically checked and adjusted to correlate to tests performed
using ASTM 0 1556. In conjunction with each density calibration
check, check the calibration curves furnished with the moisture
gages in accordance with ASTM D 3017.
b. If field tests are performed using nuclear methods, make calibration
checks of both density and moisture gages at the beginning of the
testing work, on each different type of material encountered, and at
intervals as directed by the Engineer.
2. Foundation Subgrade: For each strata of soil on which footings will be
placed, perform at least one test to verify the required design bearing
capacities. Subsequent verification and approval of each foundation
subgrade may be based on a visual comparison of each subgrade with
related tested strata only when acceptable to the Engineer.
3. Paved Areas: In each compacted fill layer, perform one field density test for
every 2,00 sq. ft. of overlaying building slab or paved area, but in no case
perform fewer than three tests.
4. Foundation Wall Backfill: Perform at least two field density tests at locations
and elevations as directed.
5. If in the opinion of the Engineer, based on the testing service reports and
inspections, the subgrade or fill that has been placed is below the specified
density, perform additional compaction and testing until the specified density
02201-6
--"'~-,'-"- . ,~~_-..-_~,-"
is obtained.
3.10 EROSION CONTROL:
A. Provide erosion control methods in accordance with requirements of authorities
having jurisdiction.
3.11 MAINTENANCE
A. Protection of Graded Areas: Protect newly graded areas from traffic and erosion.
Keep free of trash and debris.
B. Repair and reestablish grades in settled, eroded, and rutted areas to specified
tolerances.
C. Reconditioning Compacted Areas: Where completed compacted areas are
disturbed by subsequent construction operations or adverse weather, scarify
surface, reshape, and compact to the required density prior to further construction.
D. Settling: Where settling is measurable or observable at excavated areas during the
general project warranty period, remove surface (pavement, lawn, or other finish),
add backfill material, compact, and replace surface treatment. Restore appearance,
quality, and condition of surface or finish to match adjacent work, and eliminate
evidence of restoration to the greatest extent possible.
3.12 DISPOSAL OF EXCESS AND WASTE MATERIAL
A. Removal to Designated Areas on Owner's Property: Transport acceptable excess
excavated material to soil storage areas designated by the Owner on Owner's
property. Stockpile soil or spread as directed by the Engineer.
B. Removal from Owner's Property: Remove waste materials, including unacceptable
excavated material, trash, and debris, and dispose of it off Owner's property.
C. Disposal of excess and waste material shall be at no additional cost to the Owner in
excess of that stipulated on the Contract.
END OF SECTION
02201-7
SECTION 02221
TRENCHING, BEDDING, AND BACKFILL FOR PIPE
PART 1-
GENERAL
1.01 WORK INCLUDED
A. Work included: The Contractor shall furnish all labor, equipment, and incidentals
necessary to perform all excavation, backfill, fill, grading and slope protection
required to complete the piping work shown on the Drawings and specified herein.
The work shall include, but not necessarily be limited to: manholes, vaults, duct
conduit, pipe, roadways and paving: all backfilling, fill and required borrow: grading;
disposal of surplus and unsuitable materials; and all related work such as sheeting,
bracing, and water handling.
1.02 RELATED WORK
A. Documents affecting work of this Section include, but are not necessarily limited to,
General Conditions, Supplementary Conditions, and Sections in Division 1 of these
Specifications.
B. Related Sections:
1. Section 02151: "Shoring and Bracing of Excavations"
2. Section 02201: "Earthwork for Utility Structures"
3. Section 02535: "Force Main Transmission Systems"
1.03 QUALITY ASSURANCE
A. Codes and Standards: perform excavation work in compliance with applicable
requirements of authorities having jurisdiction.
B. Testing and Inspection Services: Contractor shall employ and pay for a qualified
independent geotechnical testing laboratory to perform soil testing and provide
inspection services during earthwork operations.
C. Testing Laboratory Qualifications: To qualify for acceptance, the geotechnical
testing laboratory must demonstrate to the Engineers satisfaction, based on
evaluation of laboratory-submitted criteria conforming to ASTM E 699, that it has the
experience and capability to conduct required field and laboratory geotechnical
testing without delaying the progress of the work.
1.04 JOB CONDITIONS
A. The maximum allowable continuous length of trench to be opened at one time
without providing temporary or permanent pavement is 1,000 feet.
B. The Contractor shall examine the site and review the available soil borings
information or undertake his own soil borings prior to submitting his bid, taking into
consideration all conditions that may affect his work. The Owner and Engineer will
not assume responsibility for variations of sub-soil quality or conditions at locations
02221-1
other than places shown and at the time the soil investigation was made. Boring log
data and soil samples are available, upon request, for examination after signing a
release at the office of the Engineer.
C. Existing Utilities: Locate existing underground utilities in the areas of work. If
utilities are to remain in place, provide adequate means of protection during
earthwork operations.
1. Should uncharted, or incorrectly charted, piping or other utilities be
encountered during excavation, consult the Engineer and the owner of such
piping or utility immediately for directions.
2. Cooperate with Owner and utility companies in keeping respective services
and facilities in operation. Repair damaged utilities to satisfaction of utility
owner.
D. Protection of Persons and Property: Barricade open excavations occurring as part
of this work and post with warning lights. Operate warning lights as recommended
by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements,
and other facilities from damage caused by settlement, lateral movement,
undermining, washout and other hazards created by earthwork operations.
1.05 SUBMITTALS
A. The Contractor shall furnish the Engineer, for approval, a representative sample,
weighing approximately 50 pounds, of fill material obtained from on-site sources, at
least ten calendar days prior to the date of the anticipated use of such material.
B. For each material obtained from other than on-site sources, the Contractor shali
notify the Engineer of the source of the material and shall furnish the Engineer, for
approval, a representative sample weighing approximately 50 pounds, at least ten
calendar days prior to the date of anticipated use of such material.
1.06 TRENCH PROTECTION
A. Contractor shall construct and maintain sheeting and bracing as required to support
the sides of excavations, to prevent any movement which could in any way diminish
the width of the excavation below that necessary for proper construction; and to
protect adjacent structures, existing piping and/or foundation material from
disturbance, undermining, or other damage. Care shall be taken to prevent voids
outside of the sheeting, and if voids are formed, they shall be immediately filled and
rammed.
B. For pipe trench sheeting, no sheeting is to be withdrawn if driven below mid-
diameter of any pipe, and no wood sheeting shall be cut off at a level lower than 1
foot above the top of any pipe unless otherwise directed by the Engineer. If during
the progress of the work the Engineer decides that additional wood sheeting should
be left in place, he may direct the Contractor in writing. If steel sheeting is used for
trench sheeting, removal shall be as specified above unless written approval is
given by the Engineer for an alternate method of removal.
C. Ali sheeting and bracing not specified to be left in place shall be carefully removed in
such a manner as not to endanger the construction or other structures, utilities,
02221-2
existing piping, or property. All voids left or caused by withdrawal of sheeting shall
be immediately refilled with sand by ramming with tools especially adapted to that
purpose, by watering, or otherwise as may be directed.
D. The right of the Engineer to order sheeting and bracing to be left in place shall not
be construed as creating any obligation on his part to issue such orders, and his
failure to exercise his right to do so shall not relieve the Contractor from liability for
damages to persons or property, occurring from or upon the work, occasioned by
negligence or otherwise, growing out of a failure on the part of the Contractor to
leave in place sufficient sheeting and bracing to prevent any caving or moving of the
ground.
PART 2 - PRODUCTS
2.01 MATERIALS
PART 3 -
A.
General:
1. Materials for use as base, fill and backfill shall be as described below:
a. Satisfactory soil materials are defined as those complying with
American Association of State Highway and Transportation Officials
(AASHTO) M-145, soil classification Groups A-1, A-2-4. A-2-5, and
A-3.
b. Unsatisfactory soil materials are those defined in ASSHTO M-145
soil classification Groups A-2-6, A-2-7, A-6, and A-7 along with peat
and other highly organic soils.
B.
Structural Fill: Structural fill material shall be satisfactory soil material consisting of a
minimum of 60 percent clean medium to fine grain sized quartz sand, free of
organic, deleterious and/or compressible material. Rock in excess of 2-1 /2 inches in
diameter shall not be used in the fill material. Structural fill shall not contain
hardpan, stones, rocks, cobbles or other similar materials.
C
Common Fill:
1. Common fill material shall be satisfactory soil material containing no more
than 20 percent by weight finer than No. 200 mesh sieve. The material shall
be free from organic matter, much, marl, and rock exceeding 2-1/2 inches in
diameter. Common fill shall not contain broken concrete, masonry, rubble or
other similar materials.
2. Material falling within the above specification, encountered during the
excavation, may be stored in segregated stockpile(s) for reuse. All material
which, in the opinion of the Engineer, is not suitable for reuse shall be
spoiled as specified herein for disposal of unsuitable materials.
D.
Rock bedding shall be 3/8-inch to 3/4-inch washed and graded limerock. This rock
shall be graded so that 99 percent will pass a 3/4-inch screen and 80 percent will be
retained on a NO.8 screen.
EXECUTION
02221-3
3.01 GENERAL
A. All excavation, backfill and grading necessary to complete the Work shall be made
by the Contractor and the cost thereof shall be included in the contract price.
B. Material may be obtained on-site with the approval of the Owner, or shall be
furnished as required from off site sources and hauled to the site.
C. The Contractor shall take all the necessary precautions to maintain the work area in
a safe and workable condition.
D. The Contractor shall protect his work at all times by flagging, marking, lighting and
barricading. It shall also be the Contractor's responsibility to preserve and protect all
above and underground structures, pipe lines, conduits, cables, drains or utilities
which are existing at the time he encounters them. Failure of the Drawings to show
the existence of these obstructions shall not relieve the Contractor from this
responsibility. The cost of repair of any damage which occurs to these obstructions
during or as a result of construction shall be borne by the Contractor without
additional cost to the Owner.
3.02 TRENCH EXCAVATION
A. Excavation for all trenches required for the installation of pipes and electrical ducts
shall be made to the depths indicated on the Drawings. Excavate trench to provide
a minimum of 36-inch clear cover over the pipe bell unless otherwise noted on the
Drawings, and to sufficient depth to provide the bedding depth indicated on the
Drawings. Excavate in such manner and to such widths as will give suitable room
for laying the pipe. The trench width at the top of the pipe shall not exceed the
allowable as determined by the depth of cut and these specifications.
B. Rock shall be removed to provide a minimum clearance of 8-inches around the
bottom and sides of all the pipe or ducts being laid.
C. Where pipe or ducts are to specified be laid in limerock bedding or encased in
concrete, the trench may be excavated by machinery to or just below the designated
subgrade, provided that the material remaining in the bottom of the trench is no
more than slightly disturbed.
D. Where the pipes or ducts are specified to be laid directly on the trench bottom, the
lower parts of the trenches shall not be excavated to the trench bottom by
machinery. The last of the material being excavated shall be done manually in such
a manner that will give a fiat bottom true to grade so that pipe or duct can be evenly
and uniformly supported along its entire length on undisturbed material or bedding
rock. Bell holes shall be made as required manually so that there is no bearing
surface on the bells and pipes are supported along the barrel only.
3.03 PIPE INTERFERENCE AND ENCASEMENT
A. The Contractor shall abide by the following schedule of criteria concerning
interference with other facilities.
1. In no case shall there be less than 6 inches of vertical separation between
02221-4
any two pipelines, or 12 inches of separation between pipelines and
structures.
2. Where the above conditions cannot be met, or unless otherwise specified on
the Drawings, the Contractor shall consult with the Engineer.
B. The Engineer shall have full authority to direct the placement of the various pipes
and structures in order to facilitate construction, expedite completion and to avoid
conflicts.
3.04 BACKFILLING
A. Backfilling over pipes shall begin as soon as practicable after the pipe has been laid,
jointed, and inspected, and the trench filled with suitable compacted material to the
mid-diameter of the pipe.
B. Backfilling over ducts shall begin not less than three days after placing concrete
encasement.
C. All backfilling shall be performed expeditiously and as detailed on the Drawings.
D. Any space remaining between the pipe and sides of the trench shall be packed full
by hand shovel with selected earth, free from stones having a diameter greater than
2 inches and thoroughly compacted with a tamper as fast as fill is placed, up to a
level of one foot above the top of the pipe. Compact to 95 percent of maximum dry
density in layers not to exceed 4 inches in depth up to the centerline of the pipe from
the trench bottom and in layers not to exceed 6 inches from the pipe centerline to 12
inches above the pipe.
E. The backfill shall be carried up evenly on both sides with at least one man tamping
for each man shoveling material into the trench.
F. The remainder of the trench above the compacted backfill, as just described above,
shall be filled and thoroughly compacted with common fill by rolling, or ramming, as
the Engineer may direct. Compact common fill in 6-inch layers to 95 percent of
maximum dry density.
G. When the finish surface above the trench is fiexible pavement, backfill and compact
as indicated to 12 inches below the surface of the subgrade as shown on the
Drawings.
H. The bedding rock shall consist of at least 6 inches of washed and graded limerock
placed in the trench to the proposed elevation of the centerline of the pipe prior to
laying the piping. The bedding shall not be used under any circumstances as a
drain for groundwater. The Contractor shall take all precautions necessary to
maintain the bedding in a compacted state and to prevent washing, erosion or
loosening of this bed.
I. In location where pipes pass through building walls, the Contractor shall take the
following precautions to consolidate the backfill up to an elevation of at least 1 foot
above the bottom of the pipes:
1. Place structural fill in such areas for a distance of not less than 3 feet on
02221-5
either side of the center line of the pipe in level layers not exceeding 6
inches in depth.
2. Wet each layer to the extent directed and thoroughly compact each layer
with a power tamper to the satisfaction of the Engineer.
3.05 GRADING
A. Grading shall be performed at such places as are indicated on the Drawings, to the
lines, grades, and elevations shown or as directed by the Engineer and shall be
made in such a manner that the requirements for formation of embankments can be
followed. All unacceptable material encountered, of whatever nature within the
limits indicated, shall be removed and disposed of as directed. During the process
of excavation, the grade shall be maintained in such condition that it will be well
drained at all times. When directed, temporary drains and drainage ditches shall be
installed to intercept or divert surface water which may affect the performance or
condition of the work.
B. If at the time of excavation it is not possible to place all available material in its
proper section of the permanent structure, the excess material shall be stockpiled in
approved areas for later use. Stockpiling or double handling of excavation material
shall not bear any additional cost to the Owner.
C. The Owner, through his Engineer, reserves the right to make adjustments or
revisions in lines or grades, if found necessary as the Work progresses, due to
discrepancies on the Drawings, adverse field conditions, or in order to obtain
satisfactory construction.
D. Stones or rock fragments larger than 2-1/2 inches in their greatest dimensions will
not be permitted in the top 6 inches below the subgrade line of all dikes, fills or
embankments.
E. All fill slopes shall be uniformly dressed to the slope, cross-section and alignment
shown on the Drawings, or as directed by the Engineer.
F. In cuts, all loose or protruding rocks on the side slopes shall be barred loose or
otherwise removed to line or finished grade of slope. All cut slopes shall be
uniformly graded to the slope, cross-section and alignment shown on the Drawings
or as directed by the Engineers.
G. No grading is to be done in areas where existing pipe lines that may be uncovered
or damaged until such lines which must be maintained are projected or relocated;
or, where lines are to be abandoned, all required valves are closed and drains
plugged at manholes.
H. The Contractor shall replace all pavement cut or otherwise damaged during the
progress of the Work as specified elsewhere herein.
3.06 DISPOSAL OF UNSUITABLE AND SUPPLY MATERIAL
A. All surplus and/or unsuitable excavated material shall be disposed of in one of the
following ways as directed by the Engineer.
02221-6
1. Transport to designated soil storage area on Owner's property and stockpile
or spread as directed by the Engineer.
2. Transport from Owner's property and legally dispose of off-site. Any permit
required for the hauling and disposing of this material beyond Owner's
property shall be obtained prior to commencing hauling operations.
S. Suitable excavated material may be used for fill if it meets the specifications for
common fill and is approved by the Engineer. Excavated material so approved may
be neatly stockpiled at the site where designated by the Owner/Engineer provided
there is an area available where it will not interfere with the operation of the facility
nor inconvenience traffic or adjoining property owners.
END OF SECTION
02221-7
PART 1-
SECTION 02223
EXCAVATION BELOW NORMAL GRADE AND GRAVEL REFILL
GENERAL
1.01 DESCRIPTION
A. If in the opinion of the Engineer, the material at or below the normal grade of the bottom
of the trench (9 inches below the invert of the pipe) is unsuitable for foundation, it shall
be removed to the depth directed by the Engineer and replaced by drain rock.
1.02 RELATED WORK
PART 2 -
A.
Documents affecting work of this section include, but are not necessarily limited to
General Conditions, Supplementary Conditions, and Sections in Division 1 of these
Specifications.
B.
Related Sections:
1. Section 02221; "Trenching, Bedding and Backfill for Pipe"
PRODUCTS
2.01 MATERIALS:
PART 3 -
3.01
3.02
A.
Drain rock shall be 3/B-inch to 3/4-inch washed and graded Iimerock. The rock shall be
graded so that 99 percent will pass a 3/4-inch screen and 80 percent will be retained on
a No. B screen.
EXECUTION
EXCAVATION AND DRAINAGE:
A.
Whatever the nature of unstable material encountered or the groundwater conditions,
trench drainage shall be complete and effective.
B.
If the Contractor excavates below grade through error or for his own convenience, or
fails to properly dewater the trench, or disturbs the subgrade before dewatering is
sufficiently complete, he may be directed by the Engineer to excavate below grade as
set forth in the preceding paragraph, in which case the work of excavating below grade
and finishing and placing the refill shall be performed at the Contractors own expense.
REFILL
A.
If the material at the level of trench bottom consists of fine sand, sand and silt Dr soft
earth which may penetrate into the drain rock matrix, the subgrade material shall be
removed to the extent directed and the excavation refilled with coarse sand, or a
mixture graded from coarse sand to fine peastone, to form a filter layer preserving the
voids in the gravel bed of the pipe. The composition and gradation of gravel shall be
approved by the Engineer prior to placement. Refill shall be placed in 6-inch layers
thoroughly compacted. If directed by the Engineer, drain rock shall be used for refill of
excavation below grade.
END OF SECTION
02223-1
PART 1 GENERAL
1.01 WORK INCLUDED
SECTION 02535
FORCE MAIN TRANSMISSION SYSTEMS
A. General: The Contractor shall furnish and install the sanitary sewer force main system,
complete with all piping and appurtenances, all in accordance with the Contract
Documents,
1 ,02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
1.03 RELATED WORK
A. Related Sections include the following:
1. Section 02201 - "Earthwork for Utility Structures".
2. Section 02221 - "Trenching, Bedding, and Backfill for Pipe",
3. Section 02223 - "Excavation Below Normal Grade and Gravel Refill".
4. Section 02230 - "Site Clearing",
1,04 REFERENCES
A. ASTM D1248:
B. ASTM D1785:
C, ASTM D2466;
D. ASTM D2744:
E. ASTM D2855:
F, ASTM D3139:
G. AWWA C105:
H. AWWA C11 0:
I. AWWA C111:
J, AWWAC151:
Polyethylene Plastics Molding and Extrusion Materials.
Polyvinyl Chloride (PVC) Plastic Pipe, schedules 40, 80, and
120.
Polyvinyl Chloride (PVC) Plastic Pipe Fillings, schedule 40.
Underground Installation of Thermoplastic Pressure Piping.
Practice for Making Solvent-Cemented Joints with Polyvinyl
Chloride (PVC) Pipe and Fittings.
Joints for Plastic Pressure Pipes using Flexible Elastomeric
Seals.
Polyethylene Encasement for Ductile Iron Pipe Systems.
Ductile Iron and Gray Iron Fittings, 3 In. Through 48 In., for
Water and Other Liquids,
Rubber-Gasket Joints for Ductile Iron Pressure Pipe and
Fittings
Ductile Iron Pipe, Centrifugally Cast, for Water.
02535-1
K. AWWA C500:
L, AWWA C504:
M, AWWA C507:
N. AWWA C508:
0, AWWA C512:
P. AWWA C550:
Q. AWWA C600:
R. AWWA C651:
S. AWWA C900:
1.05 DEFINITIONS
A. 01: Ductile Iron,
Metal-Seated Gate Valves for Water Supply Service.
Rubber-Seated Butterfly Valves,
Ball Valves, 6 In, Through 48 In.
Swing-Check Valves for Waterworks Service, 2 In. Through,
24 In. NPS.
Air release, air/vacuum and combination air valves for water
works service,
Protective epoxy interior coatings for valves and hydrants.
Installation of Ductile I ron Water Mains and Their
Appurtenances.
Disinfecting Water Mains,
Polyvinyl Chloride (PVC) Pressure Pipe, 4 inch Through 12
inch, for water,
B. PE: Polyethylene plastic,
C. Bedding: Fill placed under, beside, and directly over pipe, prior to subsequent backfill
operations,
1.06 PERFORMANCE REQUIREMENTS
A. Force Main Pressure Ratings: All pipe and fittings shall have a pressure class rating of
at least 150 psi. or meet local utility company criteria, whichever is greater.
1,07 SUBMITTALS
A. Product Data for the following:
1. Piping materials.
2. Fittings and appurtenances.
B. Manufacturer's Installation Instructions: Indicate special procedures required to install
products specified,
C. Design Mix Reports and Calculations: For each class of cast-in-place concrete.
D. Field Test Reports; Indicate and interpret test results for compliance with performance
requirements.
02535-2
E. Project Record Documents: Record location and alignment of pipe runs, location of all
valves, location of connections to existing system(s), and invert elevations.
1,08 DELIVERY, STORAGE, AND HANDLING
A. Protect pipe, pipe fittings, and seals from dirt and damage, and when feasible, from
exposure to ultraviolet radiation,
B. Deliver to the work site, store, and handle all materials according to the manufacturer's
written instructions,
1.09 PROJECT CONDITIONS
A. Site Information: Perform site survey, research public utility records, and verify all
existing utility locations in all construction areas. Contact Sunshine State One-Call of
Florida, Inc, (1-800-432-4770).
B. Locate existing structures and force main piping to be closed and abandoned,
C, Provide temporary by-pass of the force main piping system to be abandoned as shown
in the Drawings in order to maintain service to the Owner and others during
construction of the new force main.
D. Existing Utilities:
1. Any damages to existing utilities as a result of the project construction are the
sole responsibility of the Contractor, The Contractor shall be held responsible for
repair costs associated with repairing and restoring utility services interrupted as
a result of negligence or carelessness during construction.
2, 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:
a) Notify the appropriate utility provider not less than two days (48 hours) in
advance of proposed utility interruptions.
b) Do not proceed with utility interruptions without the written permission of the
appropriate utility provider.
PART 2 - PRODUCTS AND MATERIALS
2,01 PIPING
A. Plastic (PVC) Pipe according to the following:
1. Pressure Pipe, 2 inch; ASTM D1785, schedule 40, for solvent-cemented or
gasketed joints.
2. Pressure Pipe, 4 inches greater: AWWA C900 for solvent-cemented or gasketed
joints.
3. Gaskets: ASTM F477, elastomeric seals (gaskets),
B. Ductile Iron Pipe according to the following:
1, Ductile Iron Pipe: AWWA C151 pressure for push-on joints, AWWA C115 for
flanged joints,
02535-3
2. Linings for Pipe: factory-applied PE lining according to ASTM D 1248 extending
from the spigot end to the gasket seat in the bell end of the pipe, heat-fused to
the interior of the pipe to form a tightly bonded lining with a minimum thickness of
30 mils and compounded with carbon black to resist exposure to ultraviolet
radiation during storage in open air,
3. Pipe Encasement: AWWA C105 for PE film encasement.
4. Gaskets: AWWA C111, rubber,
C.
Pressure class ratings of Ductile
following sizes:
Inside Diameter
6 inches
8 inches
10 - 24 inches
Iron Pipe shall conform to AWWA C151 for the
Pressure Class
300
300
200 or as specified
2,02 FITTINGS
A. Polyvinyl Chloride (PVC) fittings for 2 inch plastic (PVC) pipe according to ASTM
D2466.
B. Ductile Iron fittings for force mains greater than 4 inches, according to the following:
1, Standard-Pattern, Ductile Iron Fittings: AWWA C110, ductile for all joints.
2. Linings: factory-applied PE lining according to ASTM D 1248, heat-fused to the
interior of the fitting to form a tightly bonded lining with a minimum thickness of
30 mils, and compounded with carbon black to resist exposure to ultraviolet
radiation during storage in open air,
3, Encasement: AWWA C105 for PE film encasement.
4, Gaskets: AWWA C111, rubber,
C, Restraints: Restrained fittings shall be utilized where indicated on the Drawings,
Retainer shall be EBAA Iron Series 800 "Coverall" for push-on pipe and fitting bells as
manufactured by EBAA Iron Sales Inc., PO Box 857, Eastland, Texas, 76448 (254-
629-1731), or approved equivalent.
2.03 GATE VALVES
A. General: Contractor shall furnish and install mechanical joint (with accessories) gate
valves of the same manufacturer and of the size indicated in the Drawings. Gate
valves shall be installed in the locations and manner shown in the Drawing and
described herein, and per the manufacturers written instructions, All gate valves shall
be provided by the same manufacturer, and shall conform to AWWA C500
manufacturing and testing standards and as specified herein. The gate valves shall be
factory tested, and the Contractor shall furnish written certification from the
manufacturer indicating that the valves meet the AWWA testing standards,
B. Gate valves conforming to the following:
1. Materials: Gate valves shall be of Cast Iron body and bronze-mounted. Gate
valves shall have protective epoxy interior coatings conforming to AWWA C550.
2, Type: Gate valves shall be double-disk type with parallel seats, and the disc
spreading devices shall be of bronze.
02535-4
3. Gate valves shall have non-rising stems with 2-inch square operating nuts. The
stems shall have "0" ring seals, and the valve design shall permit replacement of
the seals without causing leakage,
4, Gate valves shall be designed for 1S0 psig working pressure and 300 psig test
pressure, minimum.
5. All gate valves shall be provided with valve boxes as specified herein, unless
otherwise shown in the Drawings.
2,04 PLUG VALVES
A. General: Contractor shall furnish and install mechanical joint (with accessories) plug
valves of the same manufacturer and of the size indicated in the Drawings, Plug
valves shall be installed in the locations and manner shown in the Drawings and
described herein, and per the manufacturer's written instructions. All plug valves shall
conform to manufacturing and testing standards as set forth in AWWA CS07 and
AWWA CS04 as specified herein, All plug valves shall be factory tested, and the
Contractor shall furnish written certification from the manufacturer indicating that the
valves meet the AWWA testing standards.
B. Plug valves conforming to the following:
1, Materials: All plug valves shall be of cast iron body and shall have resilient faced
plugs, The valves shall have an overlay of high nickel content on all surfaces
(seats) contacting the plug face. Plug valves (including plugs) shall have
protective epoxy interior coatings conforming to AWWA C550.
2. Type: Plug valves shall be non-lubricated, eccentric and of the bolted-bonnet
type, and shall have a minimum port area of BO% of the full pipe area.
3, Plug valves shall have manual, totally enclosed gear actuators mounted on
permanently lubricated bearings and capable of accepting the input torque as set
forth in AWWA CS04. The actuator stem shall be designed for connection to an
extension stem also designed by the valve manufacturer, and which includes a 2-
inch square operating nut. Stem seals shall be adjustable and of the type that
can be replaced without disassembling the valve.
4. Plug valves shall be equipped with an external indicator showing the position of
the plug and an externally adjustable stop which allows the valve to be closed
and reopened to the same position.
5, Plug valves shall be designed for 175 psig working pressure and 3S0 psig test
pressure, minimum.
6. All plug valves shall be provided with valve boxes as specified herein, unless
otherwise shown in the Drawings.
2.0S SWING-CHECK VALVES
A. General: Contractor shall furnish and install mechanical joint swing-check valves of the
same manufacturer and of the size indicated in the Drawings. Swing-check valves
shall be installed in the locations and manner shown in the Drawings and described
herein, and per the manufacturer's written instructions. All check valves shall conform
to AWWA C508 manufacturing and testing standards and as specified herein, All
check valves shall be factory tested, and the Contractor shall furnish written
certification from the manufacturer indicating that the valves meet the AWWA testing
standards.
02535-5
B, Swing-check valves conforming to the following:
1. Materials: Check valves shall be of Cast Iron body with bronze seats, for push-
on joints. Check valves shall have protective epoxy interior coatings conforming
to AWWA C550.
2. Type: Check calves shall be lever and spring operated valves with "0" ring seals
for plugs and bushings.
3, All check valves shall be designed for 175 psig working pressure and 350 psig
test pressure, minimum,
2.06 SEWAGE AIR RELEASE VALVES
A. Air release valves set below ground shall be furnished and installed by the Contractor
at such locations as directed by the Engineer in the field. These locations will normally
be high points in the main as determined by the contractor's as-builts. The bid price
for air release valves shall include all costs for furnishing, delivering and installing the
air release valves and accessories complete, including tapping the main, backwash
assemblies, the tapping saddle, plug valve, steel nipples, yoke, the air release valve,
the enclosure or manhole and foundation and all necessary piping and appurtenances,
as shown on the Drawings and specified herein.
B, Sewer air release valves shall be specially designed for use on sewage force mains.
The valves shall be threaded connection with a cast iron body and internal stainless
steel trim parts. All working parts shall be located in the upper portion of the internal
chamber. The lower chamber shall contain a ball float which shall activate the valve
mechanism. Valve bodies shall be suitable for 150 psi working pressure, The orifice
size shall be as indicated on the Drawings. The combination sewage air valves shall
consist of two separate valve bodies, an air release sewage valve and a sewage air
and vacuum valve. Valves shall be piped into a compact assembly and shall include
provisions to back flush the valves, The sewage air release valve shall function
automatically to release constrained air to the atmosphere, The sewage air and
vacuum valve shall exhaust large quantities of air during the filling of the system and
allow air to reenter the main during drainage or when a vacuum occurs. Once air is
exhausted, the valve shall seat tightly to prevent sewage leakage,
C, Air valves shall be as manufactured by APCO, GA Industries, Val-Matic, or Crispin,
D, The connection to the main at the saddle shall be by a stainless steel spool piece.
PVC and galvanized steel pipe shall not be allowed,
E, Air valve enclosure (manholes) shall have the inside and outside surfaces of the walls
coated with two coats of a heavy duty coal tar epoxy coating containing not less than
72.9% by volume nonvolatile solids. The concrete surface shall be relatively dry. If
necessary, the Contractor shall utilize blowers to achieve the necessary drying. The
first coat shall be thinned approximately 15% with a thinner recommended and
furnished by the manufacturer. The total dry film thickness of this finished coating
shall not be less than 10 mils. The coating shall be bituminous epoxy by Tnemec, or
equal, applied in accordance with the manufacturer's recommendations. The
Contractor shall take all necessary precautions to protect the workmen against toxic or
harmful fumes during the painting operations.
02535-6
2.07 TAPPING SLEEVES & TAPPING VALVES
A. General: Contractor shall furnish and install mechanical tapping sleeves and tapping
valves provided by the same manufacturer and of the size indicated in the Drawings.
Tapping sleeves and valves shall be installed in the locations and manner shown in
the Drawings and described herein, and per the manufacturer's written instructions,
All tapping sleeves and valves shall be factory tested, and the Contractor shall furnish
written certification from the manufacturer indicating that the sleeves and valves meet
the applicable testing standards,
B. Tapping sleeves conforming to the following:
1. Materials: Tapping sleeves shall be cast iron.
2, Type: Tapping sleeves shall be of the mechanical joint type, with a connecting
fiange outlet to fit the tapping valve. The connecting flange shall include a recess
or groove for positive alignment of the tapping valve,
3. Tapping sleeves shall be designed for 150 psig working pressure, minimum.
C. Tapping valves: Tapping valves shall be gate valves as specified herein, except:
Tapping valves shall include a connecting flange joint to fit the tapping sleeve,
2.0B VALVE BOXES
A. General: Contractor shall furnish and install valve boxes for all buried valves as
specified herein,
B. Valves boxes conforming to the following:
1. Materials: Valve boxes shall be cast iron.
2. Type: Valve boxes shall be three-piece valve boxes, The barrel shall be two-
piece slip type with an 18- to 24-inch adjustable 5 )I.i" shaft.
3, Valve box covers shall include lettering "SEWER" cast into the top.
2.09 THRUST BLOCKS
A. General: Concrete thrust blocks shall be constructed at all reaction points along the
force main as indicated on the Drawings, at all valve locations and at all points of
connection between two or more systems.
B. Portland cement design mix, 3000 psi minimum compressive strength, with 0.45
maximum water-cementitious materials ratio and 4-inch slump (r1 inch) shall be
utilized.
2.10 GAUGES
A. Each pump shall be equipped with a glycerin-filled pressure gauge to monitor
discharge pressures. Gauges shall be a minimum of 4 inches in diameter, and shall
be graduated in feet of water column and pounds per square inch gauge (psig), Rated
accuracy shall be 1 percent (1 '!o) of full scale reading. Pressure gauges shall be
graduated 0 to 140 feet water column minimum.
02535-7
B, Gauges shall be mounted firmly and secured to pumps or piping as shown, Gauge
installation shall be complete with fittings, a shutoff valve, snubber, and diaphragm
seals.
PART 3 - EXECUTION
3.01 EARTHWORK
A. Earthwork activities are specified in Section 02151 - "Shoring and Bracing of
Excavations, Section 02201 - "Excavation for Utility Structures", Section 02221 -
"Trenching, Bedding, and Backfill for Pipe", and Section 02223 - "Excavation Below
Normal Grade and Gravel Refill.
3.02 IDENTIFICATION
A. Arrange for installing green warning tapes directly over piping and at outside edges of
underground structures,
1. Use warning tape or detectable warning tape over ductile iron piping,
2. Use detectable warning tape over edges of underground structures.
3.03 INSTALLATION, GENERAL
A. General: Drawing plans and details indicate general location and arrangement of force
main piping and components taking design considerations into account. Install piping
to the line and grade indicated on the Drawings. Consult the Engineer prior to
implementing any changes to the required piping line and grade or to any component
of the piping system as specified herein.
B. Establish line and grade of the piping system on the field. Line and grade consists of
establishing all points of bends, valves, tapping locations, etc. along the proposed
centerline of the piping system.
C, Install piping as indicated on the Drawings, true to line and grade indicated with
unbroken continuity of invert. Depth of cover as shown on the Drawings shall be
maintained. The Contractor shall control the line and grade of the line utilizing a laser
device manufactured for this purpose,
D. All work with or within the pipe and fittings shall be performed with care to prevent
damage to the lining of the pipe and fittings.
E. Install ductile iron piping according to AWWA C600 and Section 02221 - "Trenching,
Bedding, and Backfill for Pipe",
F. Install plastic (PVC) piping according to ASTM D2774 and Section 02221 - "Trenching,
Bedding, and Backfill for Pipe".
G, Install all valves and other force main components according to manufacturer's written
instructions, and as specified on the Drawings and herein.
H. All bolts, gaskets, and other jointing materials shall be protected. Gaskets shall be
properly stored to keep them away from dirt, heat, light and petroleum products.
02535-8
I. All bends, valves, and tapping sleeves shall be backed with concrete thrust blocks,
3,04 PIPE INSTALLATION
A. General: Proper implements, tools, and facilities satisfactory to the Engineer shall be
utilized by the Contractor for the safe and efficient execution of the work. Under no
circumstances shall the pipe or fittings be dropped or dumped into the trench.
B, Pipe and fittings shall be inspected for defects prior to lowering into trench, Defective
or damaged materials shall not be utilized, and shall be replaced with sound materials.
C. Pipe and fittings shall be kept clean during using practical means that will not damage
the pipe or fittings.
D. The trench shall be prepared to the proper grade per Section 02221. Pipe shall be laid
in the prepared trench so that it rests entirely on its barrel and with the pipe bell facing
upstream,
E. Install gaskets, seals, sleeves, and couplings according to manufacturer's written
instructions for using lubricants, gaskets, and other installation requirements. Exercise
caution to prevent damage to the gasket or seals, or to prevent the collection of sand
or dirt.
F. Bolts and nuts in mechanical joints and restraints shall be tightened in accordance to
the manufacturer's specifications.
G, During suspension of the work for any reason, the end(s) of the pipe shall be plugged
to prevent foreign material from entering the pipe.
H. Pipes shall be cleaned following installation utilizing cleaning methods approved by the
Engineer. Cleaning methods shall be sufficient to remove any debris accumulated
inside the pipe during installation.
3.05 PIPE JOINT CONSTRUCTION
A. Join and install pipe and fittings according to installation methods indicated:
1. The sealing surface of the pipe, the bell to be joined, and the gasket shall be
cleaned immediately before assembly. Assembly shall follow the manufacturer's
recommendations.
2, The gasket shall be inserted in the annular groove of the bell in accordance with
the manufacturer's recommendations.
3, All pipe ends shall be cut square and beveled in accordance to the
manufacturer's recommendations and without damaging the pipe lining. Areas of
loose or damaged polyethylene lining shall be repaired, if approved by the
Engineer, according to the manufacturer's recommendations.
B. Make joints using system manufacturer's couplings, unless otherwise indicated.
C. Join Ductile Iron Pipe with Ductile or Cast Iron fittings according to AWWA C600 and
as directed herein, and according to the manufacturer's written instructions.
02535-9
1. Install PE film, pipe encasement over ductile-iron sewer pipe and ductile-iron
fittings according to AWWA C105,
D, Join Plastic (PVC) Pipe with Ductile or Cast Iron fittings according to AWWA C600, and
ASTM D3139, and according tot he manufacturer's written instructions.
E, Join Plastic (PVC) Pipe with PVC fittings when indicated in the Drawings, according to
ASTM 2855,
F, Joint deflection shall only be allowed once the joint is constructed, The allowable
deflection at each joint shall be no greater than 50% of the maximum allowable
deflection specified by the piping manufacturer,
3,06 VALVE INSTALLATION
A, Adhere to the following:
1, All valves shall be inspected upon delivery in the field to insure proper working
order before installation, Any valve that does not operate properly shall be
removed from the site and replaced.
2, Valves shall be installed in a vertical position and true to alignment.
3, Valves shall be set and jointed to the pipe in the manner indicated by the
manufacturer,
4. Valves shall be installed with valve boxes and covers unless otherwise indicated
on the Drawings, Valve boxes and covers shall be installed as indicated,
5. Construct concrete thrust blocks at all valve locations as indicated.
B, Installation of plug valves shall also adhere to the following:
1, Inspect each valve while fuHy open and tightly closed. Test all valve mechanisms
for proper operation and all nuts and bolts for tightness prior to installation.
2, Install valves with the seat on the downstream side of the line,
3, The valve shaH be installed with the extension stem utilizing the manufacturer's
coupling(s).
C. Installation of air release valves shall also adhere to the following:
1. The service saddle shaH be installed according to the manufacturer's
recommendation.
2. After the service saddle has been installed, the inside of the pipe around the
saddle tap and the outside of the pipe shall be coated with bituminous coating.
3, Connect the corporation stop to the service saddle according to the
manufacturer's recommendations,
4, Connect the air release valve to the corporation stop. The valve ancillary
equipment shall then be connected to the valve following the manufacturer's
recommendation,
0, Install valve boxes according to the following:
1. The valve box shall be vertically centered over the valve operating nut.
2, The valve box shall be adjusted as needed for the cover to match the pavement
surface or to 3 inches above finish grade elsewhere.
3, The valve box shall be set in concrete to maintain proper alignment.
02535-10
3,07 THRUST BLOCK CONSTRUCTION
A. General: Construct thrust blocks in all locations indicated and of the materials
specified in the Drawings and herein, Do not cast thrust blocks where restrained
fittings are utilized. Thrust blocks shall fill all space between the outside face of the
fitting/valve and the undisturbed trench walls and bottom,
B, Excavation for thrust blocks shall be made in a manner so that when cast, it will
against a firm trench wall of undisturbed material. Where the trench wall has been
disturbed, excavate loose material and extend the thrust block to undisturbed material.
C. On bends and tees, extend the thrust block the full length of the fitting, On valves and
other components, cast thrust block to avoid enciosing the couplings, nuts and bolts.
D. Back fill with suitable material and compact as indicated.
3,08 CLOSING ABANDONED SANITARY SEWERAGE SYSTEMS
A. Abandoned Piping: Close open ends of abandoned underground piping indicated to
remain in place, Include closures strong enough to withstand hydrostatic and earth
pressures that may result after ends of abandoned piping have been closed. Use
either procedure below:
1. Close open ends of piping with at least 8-inch thick, brick masonry bulkheads.
2. Close open ends of piping with threaded metal caps, plastic plugs, or other
acceptable methods suitable for size and type of material being closed, Do not
use wood plugs.
B, Abandoned Structures: Excavate around structure as required and use one procedure
below:
1. Remove structure and close open ends of remaining piping, Backfill to grade as
needed.
2. Remove top of structure down to at least 36 inches below final grade, Fill to
within 12 inches of top with stone, rubble, gravel, or compacted dirt. Backfill to
grade as needed,
3, Backfill to grade according to Section 02201 - "Earthwork for Utility Structures".
3.09 FIELD QUALITY CONTROL
A. Clear interior of piping and structures of dirt and superfluous material as work
progresses. Maintain swab or drag in piping, and pull past each joint as it is
completed,
1. Place plug in end of incomplete piping at end of day and when work stops.
2. Flush piping to remove collected debris, and as required by authorities having
jurisdiction,
B, Inspect interior of piping to determine whether line displacement or other damage has
occurred. Inspect after approximately 24 inches of backfill is in place, and again at
completion of work,
1. Submit separate reports for each system inspection to the Engineer.
2. Defects requiring correction include the following:
02535-11
a) Alignment: Less than full diameter of inside of pipe is visible between
joints.
b) Infiltration: Water leakage into piping.
c) Exfiltration: Water leakage from or around piping.
3. Replace defective piping using new materials, and repeat inspections until
defects are within allowances specified.
4, Re-inspect and repeat procedure until results are satisfactory.
C. Test new piping systems for leaks and defects.
1. Do not enclose, cover, or put into service before inspection and approval by the
Engineer and the proper authorities having jurisdiction.
2. Test completed piping systems according to authorities having jurisdiction,
3. Schedule tests and inspections by authorities having jurisdiction with at least 24
hours' advance notice.
4. Submit separate reports for each test.
5. Perform hydrostatic piping tests according to AWWA C 600, Section "Hydrostatic
Testing" or as instructed by proper authorities. The test pressure shall be
equivalent to the system working pressure as furnished by the Engineer, but not
less than 150 psig.
6. Leaks and loss in test pressure constitute defects that must be repaired,
7. Replace leaking piping using new materials, and repeat testing until leakage is
within allowances specified.
D, Water Piping systems shall be fiushed as indicated in the Drawings, and shall be
disinfected according to AWWA C651 and as required by local authorities having
jurisdiction.
END OF SECTION
02535-12
SECTION 03200
CONCRETE REINFORCEMENT
PART 1-
GENERAL
1,01 WORK INCLUDED
A, Provide concrete reinforcement where shown on the Drawings, as specified herein,
and as needed for a complete and proper installation.
1.02 RELATED WORK
A. Documents affecting work of this Section include, but are not necessarily limited to,
General Conditions, Supplementary Conditions, and Sections in Division 1 of these
Specifications,
B. Related Sections:
1. Section 03300 - "Cast-in-Place Concrete".
1 ,03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the work
of this Section,
B, Comply with pertinent provisions of the following, except as may be modified herein.
1. ACI318-05: Building Code Requirements for Reinforced Concrete
2. ACI315-99: Manual of Standard Practice for Detailing Reinforced
Concrete Structures
3, ASTM A615-09b: Standard Specifications for Deformed and Plan Billet-Steel
Bars for Concrete Reinforcement.
4, ASTM A82-07: Standard Specifications for Steel Wire fabric for concrete
reinforcement.
5, ASTM A185-07: Standard Specifications for Welded Steel wire fabric for
concrete feinforcement
6. CRSI "Manual of Standard Practice", 2009 edition.
1,04 SUBMITTALS
A, Comply with pertinent provisions of Section 01340,
S, Product data: Within 30 calendar days after the Contractor has received the
Owner's Notice to Proceed, submit:
1, Itemized list of materials proposed to be provided under this Section.
2. Manufacturer's specifications and other data needed to prove compliance
with the specified requirements.
3. Shop Drawings showing details of bars, anchors, and other items, if any,
provided under this Section,
03200-1
1.05 DELIVERY, STORAGE AND HANDLING
A. Comply with pertinent provisions of Section 01640,
B, Delivery and Storage:
1, Use necessary precautions to maintain identification after bundles are
broken.
2. Store in a manner to prevent excessive rusting and fouling with dirt, grease,
and other bond-breaking coatings.
PART 2 - PRODUCTS
2.01 REINFORCEMENT MATERIALS AND ACCESSORIES
A,
Bars:
1,
Provide deformed billet steel bars complying with ASTM A615, using grades
shown on the Drawings,
Where steel grades are not shown on the Drawings, use grade 60.
2.
B, Steel Wire:
1, Comply with ASTM A82.
2. For tie wire, comply with Fed Spec QQ-W-461, annealed steel, black, 16
gauge minimum,
C. Welded Wire Fabric:
1. Provide welded steel, complying with ASTM A 185.
D, Welding Electrodes;
1, Comply with AWS A5.1, low hydrogen, E70 series,
E. Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening
reinforcement in place:
1. Use wire bar type supports complying with CRSI recommendations, unless
otherwise shown on the Drawings,
2. Do not use wood, brick, or other non-complying material.
3. For slabs on grade, use supports with sand plates or horizontal runners
where base material will not support chair legs,
4, For exposed-to-view concrete surfaces, where legs of supports are in
contact with forms, provide supports with either hot-dip galvanized or plastic-
protected legs,
2.02 FABRICATION
A. General:
1, Fabricate reinforcing bars to conform to the required shapes and
dimensions, with fabrication tolerances complying with the CRSI Manual.
2, In case of fabricating errors, do not straighten or rebend reinforcement in a
manner that will weaken or injure the material.
3. Reinforcement with any of the following defects will not be acceptabie.
a, Bar lengths, depths, and/or bends exceeding the specified
03200-2
fabrication tolerances.
b, Bends or kinks not shown on the Drawings.
c. Bars with reduced cross-section due to excessive rusting or other
cause.
PART 3 -
EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be
performed, Correct conditions detrimental to timely and proper completion of the
work. Do not proceed until unsatisfactory conditions are corrected.
3.02 INSTALLATION
A. General:
1, Comply with the specified standards for detail and method of placing
reinforcement and supports, except as may be modified herein.
2, Clean reinforcement to remove loose rust and mill scale, earth, and other
materials that reduce or destroy bond with concrete.
3. Position, support, and secure reinforcement against displacement by
formwork, construction, and concrete placing operations.
4. Locate and support reinforcement by metal chairs, runners, bolsters,
spacers and hangers, as required.
5. Place reinforcement to obtain minimum coverage for concrete protection.
6. Arrange, space, and securely tie bars and bar supports together with the
specified tie wire.
7. Set wire ties so twisted ends are directed away from exposed concrete
surfaces,
B Install welded wire fabric in as long lengths as practicable, lapping adjoining pieces
at least one full mesh, plus two inches, 12 inches, or as noted on the Drawings.
C. Provide sufficient numbers of supports, and of strength sufficient to carry the
reinforcement specified.
D. Do not place reinforcing bars more than 2 inches beyond last leg of any continuous
bar support.
E. The minimum clear distance between parallel bars, except in columns, shall be
equal to the nominal diameter of the bars. In no case shall the clear distance
between bars be less than one inch, nor less than one and one-third times the
maximum size of the coarse aggregate.
F. Do not use supports as bases for runways for concrete conveying equipment and
similar construction loads,
G. Interior and exterior horizontal lapped corner bars shall be provided at all corners to
match the size, type, and spacing of horizontal footing, or wall reinforcement.
03200-3
H. Concrete Protection for Reinforcement: The following minimum concrete cover shall
be provided for reinforcement:
1. Concrete cast against and permanently exposed to earth3 inches
2. Concrete exposed to earth or weather:
#6 through #11 bars2 inches
#5 bar, W31 or D31 wire, and smaller1-1/2 inches
3. Concrete not exposed to weather or in contact with ground:
Slabs, walls, joists:
#11 and smaller1 inch
4, The above protective coverings are minimum standards, however protective
coverings shall not be less than required for fire-resistive ratings.
5. The Contractor shall provide the necessary bolsters, chairs, concrete blocks,
and miscellaneous reinforcement for the support of reinforcing. Steel wire bar
supports used in slabs, beams, and columns shall be Class B, plastic-
protected.
3.03 SPLICES
A, Lap Splices;
1, Tie securely with the specified wire to prevent displacement of splices during
placement of concrete.
B. Splice Devices:
1, Obtain the Engineer's approval prior to using splice devices.
2, Install in accordance with manufacturer's written instructions.
3, Splice in a manner developing at least 125% of the yielding strength of the bar.
C. Welding:
1. Perform in accordance with AWS D1.4-79.
D, Do not splice bars except at locations shown on the Drawings, except as otherwise
specifically approved by the Engineer,
E. In slabs, beams, and girders, splices in reinforcement at points of maximum stress
shall be avoided wherever possible. Such splices where used shall be welded,
lapped, or otherwise fully developed, but, in any case shall transfer the entire stress
from bar to bar without exceeding the allowable bond and shear stresses. The
minimum overlap for a lapped splice shall be 24 bar diameters, but not less than 12
inches, The clear distance between bars shall also apply to the clear distance from a
contact splice and adjacent splices or bars.
F, Splices in slabs or walls not shown in the plans shall be Class B contact lap splices,
3,04 TESTING
A. Samples:
1, Samples for physical tests of reinforcement will consist of at least two
pieces, each 18 inches long, of each size of reinforcement steel, selected by
the testing agency from material at the building site or at the fabricator's or
supplier's yard.
2, Material to be sampled at the building site shall have been delivered thereto
03200-4
B,
Test:
1,
2.
at least 72 hours before it is needed.
Where samples are taken from bundles as delivered from the mill, with the
bundles identified as to heat number, and provided mill analyses accompany
the report, then one tensile test and one bend test will be made from a
specimen of each ten tons or fraction thereof of each size of reinforcement
steel.
Where positive identification of the heat number cannot be made, or where
random samples are taken, then one series of tests will be made from each
2-1/2 tons or fraction thereof of each size of reinforcement steel.
END OF SECTION
03200-5
SECTION 03480
PRECAST CONCRETE SPECIALTIES
PART 1-
GENERAL
1,01 WORK INCLUDED
A. General: The Contractor shall furnish all materials, labor and equipment and
construct manholes, wet-wells, meter pits or/and other utility structure as shown on
the Drawings and as specified herein.
1.02 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to,
General Conditions, Supplementary Conditions, and Sections in Division 1 of these
Specifications.
1, Section 02201 - "Earthwork for Utilities Structures".
2, Section 02221 - "Trenching, Bedding, and Backfill for Pipe",
3. Section 03200 - "Concrete Reinforcement".
1.03 REQUIREMENTS, GENERAL
A. Manholes shall have an invert channel shaped to correspond with the lower half of
the pipe, The top of the shelf shall be at the elevation indicated and shall be sloped
to drain toward the flowing-through channel. Every effort shall be made by the
Contractor to construct watertight structures,
8, The forms, dimensions, concrete, and construction methods shall be approved by
the Engineer in advance of construction,
1.04 QUALITY ASSURANCE
A, Quality Assurance: Use a precasting plant which has been certified by the precast
concrete institute and has been engaged for more than five (5) years in the
manufacturing of precast utility structures.
1,05 SUBMITTALS
A, Comply with pertinent provisions of Section 01340 - "Submittals and Substitutions".
B. Product Data: Within 21 calendar days after award of the Contract, submit the
following:
1, Materials list of items proposed to be provided under this Section.
2, Manufacturer's specifications, catalog cuts, and other data needed to prove
compliance with the specified requirements.
3. Manufacturer's recommend installation procedures which, when approved by
the Engineer, will become the basis for accepting or rejecting actual
installation procedure used on the work,
4. Shop Drawings showing complete details and reinforcement schedules for
fabrication, assembly and installation,
03480-1
1,06 DELIVERY, STORAGE AND HANDLING
A. Comply with pertinent provisions of Section 01640 - "Product Handling".
B. The quality of all materials, the process of manufacture, and the finished sections
shall be subject to inspection and approval by the Engineer, or other representatives
of the Owner. Such inspection may be made at the places, and the sections shall
be subject to rejection at any time on account of failure to meet any of the
Specification requirements; even though sample sections may have been accepted
as satisfactory at the place of manufacture. Sections rejected after delivery to the
job shall be marked for identification and shall be removed from the job at once. All
sections which have been damaged after delivery will be rejected, and if already
installed, shall be acceptably repaired, if permitted, or removed and replaced,
entirely at the Contractor's expense.
C. At the time of inspection, the section will be carefully examined for compliance with
the ASTM designation specified below and these Specifications, and with the
approved manufacturer's drawings. All sections shall be inspected for general
appearance, dimensions, "scratch-strength", blisters, cracks, roughness, soundness,
etc, The surface shall be dense and close-textured.
D, Imperfections may be repaired, subject to the approval of the Engineer, after
demonstration by the manufacturer that strong and permanent repairs result.
Repairs shall be carefully inspected before final approval. Cement mortar used for
repairs shall have a minimum compressive strength of 4,000 psi at the end of 7 days
and 5,000 psi at the end of 28 days, when tested in 3-inch by 6-inch cylinder stored
in the standard manner. Epoxy mortar may be utilized for repairs subject to the
approval of the Engineer,
E, Each section of the utility structure must be inspected and stamped at the casting
yard by an accredited testing laboratory.
PART 2 - PRODUCTS
2.01 PRECAST CONCRETE MANHOLE SECTIONS AND LIFT STATIONS
A. Precast concrete manhole and 11ft station barrel sections and eccentric top sections
shall conform to Specifications for Precast Reinforced Concrete Manhole Sections,
ASTM C478, except as otherwise specified below. The method of constructions
shall conform to the detailed Drawings appended to these specifications and the
following additional requirements:
1. The minimum wall thickness for the various size barrel sections shall be 6
inches, unless otherwise specified herein and approved by the Engineer,
2, Barrel sections shall have tongue and groove joints, Joints shall have round
rubber gaskets performed and set in specially provided indentations. The
round rubber gasket shall conform to ASTM C443 standard specifications, or
Federal Specification SS-S-0021 0 (GSA-FSS), "Ram-Nek" as manufactured
by the KT Snyder Co., Houston, Texas, or approved equal.
3, Concrete shall conform to ASTM C94, Type II cement, with a minimum
compressive strength of4,000 psi, unless otherwise specified herein. Mortar
03480-2
shall be composed of one part cement to two parts sand.
4, The date of manufacture and the name or trademark of the manufacturer
shall be clearly marked on the inside of each precast section. Each precast
section of the structure must be inspected and stamped by an accredited
testing laboratory.
5. Sections shall be cured by an approved method for at least 28 days prior to
painting, and shall not be shipped until at least 2 days after having been
painted,
6. Top sections shall be eccentric cone type unless otherwise specified.
7, Precast concrete slab tops, where required, shall be capable of supporting
the overburden plus a live ioad equivalent to AASHTO H-20 loading.
8, The tops of base sections shall be suitable shaped to mate with the precast
barrel sections.
9, For sanitary sewer wet wells: Reinforcement bars and steel shall be as a
minimum what is shown on the Drawings for precast pump wet well sections.
10. For sanitary sewer structures: The exterior of the structure shall be coated
with heavy duty coal tar epoxy coating containing not less than 72,9% by
volume non-volatile solids, equal to Koppers 300-N,
B.
Precast electrical handholes and covers shall be as specified and as shown on the
Drawings.
C.
Precast leveling rings for setting cast iron frames over manholes shall be 2-inch
thick and have one No.2 continuous reinforcing steel bar.
0,
Where pipes enter or exit sanitary sewer structures, a "Kor-N-Seal" molded
neoprene boot with stainless steel internal and external bonds as manufactured by
the National pollution Control Systems, Inc" Nashua, New Hampshire, or an
approved equal shall be provided, unless otherwise specified.
PART 3 -
EXECUTION
3.01 INSTALLATION
A, Manholes and other precast structures shall be constructed to the dimensions as
shown on the Drawings and as specified in these Specifications.
B, The base section shall be cast-in-place concrete, as specified in Section 03300,
placed on a thoroughly compacted gravel subbase. The tops of the cast-in-place
base section shall be shaped to mate with the precast barrel section, and shall be
adjusted in grade so that the top of the section is at the approximately correct
elevation. Precast concrete structure sections shall be set so as to be vertical and
with section in true alignment, with a maximum allowed tolerance of Yo inch, unless
otherwise specified. The Contractor shall install the precast sections in a manner
that will result in a watertight joint.
C, Precast base sections, conforming to all requirements of ASTM C478 and above
listed requirements for precast sections may be used.
D. The outside and inside joint shall be filled with mortar and finished fiush with the
adjoining surfaces, Allow joints to set for 24 hours before painting, While setting
03480-3
concrete for manholes or while plastering manholes, great care shall be taken not to
allow mortar or other materials to get into the sewer lines. The Contractor shall
provide two plumbers test plugs of each size sewer pipe on the job to plug the lines
during the work of this section.
E. After the manholes are completed, the inside and outside surfaces of the walls shall
be located with two coats of a heavy duty coal tar epoxy coating. The masonry
surface may be damp but not wet. If necessary, the contractor shall utilize blowers
to achieve the necessary drying, The first coat shall be thinned approximately 15%
with a thinner and furnished by the manufacturer, The total dry film thickness of the
finished coating shall not be less than 10 mils, The Contractor shall take all
necessary precautions to protect the workmen against toxic or harmful fumes during
the painting operations,
F. Backfilling shall be done in a careful manner, bringing the fill up evenly on all sides.
If leaks appear in the structures, the inside joints shall be caulked to the satisfaction
of the Engineer.
G, Where holes must be cut in the precast sections to accommodate pipes, cutting
shall be done prior to setting them in place to prevent any subsequent jarring which
may loosen the mortar joints. All cutting is to be performed only by power driven
abrasive wheels or saws.
H. Cast iron frames specified shall be placed over precast concrete leveling rings,
shimmed and set in portland cement mortar to the required grade, No more than
three courses of leveling rings shall be used.
I. Brick may be used for leveling only upon the approval of the Engineer.
J. New pipe connections to new and existing manholes are to be caulked watertight
with non-shrinking grout in accordance with the details shown on the Drawings.
END OF SECTION
03480-4
SECTION 05120
STRUCTURAL STEEL
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to this Section,
1.2 SUMMARY
A. This Section includes structural steel.
B. This Section includes structural steel and architecturally exposed structural steel.
1,3 PERFORMANCE REQUIREMENTS
A. Structural Performance: Engineer structural steel connections required by the Contract
Documents to be selected or completed by the fabricator to withstand design loadings
indicated.
B. Engineering Responsibility: Engage a fabricator who utilizes a qualified professional
engineer to prepare calculations, Shop Drawings, and other structural data for
structural steel connections,
1.4 SUBMITTALS
A. General: Submit each item in this Article according to the Conditions of the Contract.
B. Product Data for each type of product specified.
C. Shop Drawings detailing fabrication of structural steel components,
1. Include details of cuts, connections, splices, camber, holes, and other pertinent
data,
2. Indicate welds by standard AWS symbols, distinguishing between shop and field
welds, and show size, length, and type of each weld.
3. Indicate type, size, and length of bolts, distinguishing between shop and field
bolts. Identify high-strength bolted slip-critical, direct-tension, or tensioned
shear/bearing connections.
4. Include Shop Drawings signed and sealed by a qualified professional engineer
responsible for their preparation.
D. Qualification data for firms and persons specified in the "Quality Assurance" Article to
demonstrate their capabilities and experience. Include lists of completed projects with
05120-1
project names and addresses, names and addresses of architects and owners, and
other information specified,
E. Mill test reports signed by manufacturers certifying that their products, including the
following, comply with requirements.
1, Structural steel, including chemical and physical properties.
2. Bolts, nuts, and washers, including mechanical properties and chemical analysis.
3. Direct-tension indicators.
4. Shear stud connectors,
5. Shop primers,
6. Nonshrink grout.
1,5 QUALITY ASSURANCE
A. Installer Qualifications; Engage an experienced Installer who has completed structural
steel work similar in material, design, and extent to that indicated for this Project and
with a record of successful in-service performance.
B, Fabricator Qualifications; Engage a firm experienced in fabricating structural steel
similar to that indicated for this Project and with a record of successful in-service
performance, as well as sufficient production capacity to fabricate structural steel
without delaying the Work.
1. Fabricator must participate in the AISC Quality Certification Program and be
designated an AISC-Certified Plant as follows:
C. Comply with applicable provisions of the following specifications and documents:
1. AISC's "Specification for Structural Steel Buildings--Allowable Stress Design and
Plastic Design,"
2. AISC's "Load and Resistance Factor Design (LFRD) Specification for Structural
Steel Buildings,"
3, AISC's "Specification for Allowable Stress Design of Single-Angle Members."
4, AISC's "Specification for Load and Resistance Factor Design of Single-Angle
Members,"
5. AISC's "Seismic Provisions for Structural Steel Buildings."
6. ASTM A 6 (ASTM A 6M) "Specification for General Requirements for Rolled
Steel Plates, Shapes, Sheet Piling, and Bars for Structural Use,"
7. Research Council on Structural Connections' (RCSC) "Specification for Structural
Joints Using ASTM A 325 or A 490 Bolts."
8, Research Council on Structural Connections' (RCSC) "Load and Resistance
Factor Design Specification for Structural Joints Using ASTM A 325 or A 490
Bolts,"
D. Professional Engineer Qualifications; A professional engineer who is legally authorized
to practice in the jurisdiction where Project is located and who is experienced in
providing engineering services of the kind indicated. Engineering services are defined
as those performed for projects with structural steel framing that are similar to that
indicated for this Project in material, design, and extent.
E, Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural
Welding Code--Steel."
05120-2
1, Present evidence that each welder has satisfactorily passed AWS qualification
tests for welding processes involved and, if pertinent, has undergone
recertification.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver structural steel to Project site in such quantities and at such times to ensure
continuity of installation,
B, Store materials to permit easy access for inspection and identification, Keep steel
members off ground by using pallets, platforms, or other supports. Protect steel
members and packaged materials from erosion and deterioration,
1. Store fasteners in a protected place. Clean and relubricate bolts and nuts that
become dry or rusty before use.
2. Do not store materials on structure in a manner that might cause distortion or
damage to members or supporting structures. Repair or replace damaged
materials or structures as directed.
1.7 SEQUENCING
A. Supply anchorage items to be embedded in or attached to other construction without
delaying the Work, Provide setting diagrams, templates, instructions, and directions,
as required, for installation.
PART 2 - PRODUCTS
2,1 MATERIALS
A. Structural Steel Shapes, Plates, and Bars: As follows:
1. Carbon Steel: ASTM A 36 (ASTM A 36M),
B, Cold-Formed Structural Steel Tubing; ASTM A 500, Grade B,
C, Shear Connectors; ASTM A 10B, Grade 1015 through 1020, headed-stud type, cold-
finished carbon steel, AWS D1.1, Type B,
D, Anchor Rods, Bolts, Nuts, and Washers: As follows:
1. Headed Bolts: ASTM A 325 (ASTM A 325M), Type 1, heavy hex steel structural
bolts and heavy hex carbon-steel nuts,
2. Headed Bolts: ASTM A 490 (ASTM A 490M), Type 1, heavy hex steel structural
bolts and heavy hex carbon-steel nuts,
3. Washers: ASTM A 36 (ASTM A 36M),
E. High-Strength Bolts, Nuts, and Washers: ASTM A 325 (ASTM A 325M), Type 1, heavy
hex steel structural bolts, heavy hex carbon-steel nuts, and hardened carbon-steel
washers,
1, Finish: Hot-dip zinc-coating, ASTM A 153, Class C.
05120-3
F. High-Strength Bolts, Nuts, and Washers: ASTM A 490 (ASTM A 490M), Type 1, heavy
hex steel structural bolts, heavy hex carbon-steel nuts, and hardened carbon-steel
washers, uncoated.
G, Welding Electrodes: Comply with AWS requirements,
2.2 PRIMER
A. Primer: SSPC-Paint 25; red iron oxide, zinc oxide, raw linseed oil and alkyd primer.
2.3 GROUT
A. Nonmetallic, Shrinkage-Resistant Grout: Premixed, nonmetallic, noncorrosive,
nonstaining grout containing selected silica sands, portland cement, shrinkage
compensating agents, plasticizing and water-reducing agents, complying with
ASTM C 1107, of consistency suitable for application, and a 30-minute working time,
2.4 FABRICATION
A. Fabricate and assemble structural steel in shop to greatest extent possible, Fabricate
structural steel according to AISC specifications referenced in this Section and in Shop
Drawings.
1, Camber structural steel members where indicated,
2, Identify high-strength structural steel according to ASTM A 6 (ASTM A 6M) and
maintain markings until steel has been erected.
3. Mark and match-mark materials for field assembly.
4. Fabricate for delivery a sequence that will expedite erection and minimize field
handling of structural steel.
5. Complete structural steel assemblies, including welding of units, before starting
shop-priming operations.
6. Comply with fabrication tolerance limits of AISC's "Code of Standard Practice for
Steel Buildings and Bridges" for structural steel.
B. Fabricate architecturally exposed structural steel with exposed surfaces smooth,
square, and free of surface blemishes, including pitting, rust and scale seam marks,
roller marks, rolled trade names, and roughness.
1. Remove blemishes by filling, grinding, or by welding and grinding, prior to
cleaning, treating, and shop priming.
2, Comply with fabrication requirements, including tolerance limits, of AISC's "Code
of Standard Practice for Steel Buildings and Bridges" for architecturally exposed
structural steel.
C. Thermal Cutting: Perform thermal cutting by machine to greatest extent possible,
1. Plane thermally cut edges to be welded,
D, Finishing: Accurately mill ends of columns and other members transmitting loads in
bearing.
05120-4
E. Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shear
connectors. Use automatic end welding of headed-stud shear connectors according to
AWS D1 ,1 and manufacturer's printed instructions.
F, Steel Wall Framing; Select true and straight members for fabricating steel wall framing
to be attached to structural steel framing. Straighten as required to provide uniform,
square, and true members in completed wall framing,
G. Welded Door Frames: Build up welded door frames attached to structural steel
framing. Weld exposed joints continuously and grind smooth, Plug-weld fixed steel
bar stops to frames. Secure removable stops to frames with countersunk, cross-
recessed head machine screws, uniformly spaced not more than 10 inches (250 mm)
o.c., unless otherwise indicated,
H. Holes: Provide holes required for securing other work to structural steel framing and
for passage of other work through steel framing members, as shown on Shop
Drawings.
1. Cut, drill, or punch holes perpendicular to metal surfaces. Do not fiame-cut holes
or enlarge holes by burning. Drill holes in bearing plates,
2, Weld threaded nuts to framing and other specialty items as indicated to receive
other work,
2.5 SHOP CONNECTIONS
A. Shop install and tighten nonhigh-strength bolts, except where high-strength bolts are
indicated,
B. Shop install and tighten high-strength bolts according to RCSC's "Specification for
Structural Joints Using ASTM A 325 or A 490 Bolts."
C, Shop install and tighten high-strength bolts according to RCSC's "Load and Resistance
Factor Design Specification for Structural Joints Using ASTM A 325 or A 490 Bolts,"
1. Bolts: ASTM A 325 (ASTM A 325M) high-strength bolts, unless otherwise
indicated,
2. Connection Type: Slip-critical, direct-tension, or tensioned shear/bearing
connections as indicated,
D, Weld Connections: Comply with AWS D1 ,1 for procedures, appearance and quality of
welds, and methods used in correcting welding work.
1. Assemble and weld built-up sections by methods that will maintain true alignment
of axes without warp,
2. Verify that weld sizes, fabrication sequence, and equipment used for
architecturally exposed structural steel will limit distortions to allowable
tolerances. Prevent surface bleeding of back-side welding on exposed steel
surfaces. Grind smooth exposed fillet welds 1/2 inch (13 mm) and larger. Grind
flush butt welds. Dress exposed welds.
05120-5
2.6 SHOP PRIMING
A. Shop prime steel surfaces, except the following:
1. Surfaces embedded in concrete or mortar, Extend priming of partially embedded
members to a depth of 2 inches (50 mm),
2. Surfaces to be field welded.
3. Surfaces to be high-strength bolted with slip-critical connections.
4, Surfaces to receive sprayed-on fireproofing.
5. Galvanized surfaces.
B. Surface Preparation: Clean surfaces to be painted, Remove loose rust, loose mill
scale, and spatter, slag, or flux deposits, Prepare surfaces according to SSPC
specifications as follows:
1, SSPC-SP 2 "Hand Tool Cleaning."
2. SSPC-SP 3 "Power Tool Cleaning."
3. SSPC-SP 5 "White Metal Blast Cleaning."
4. SSPC-SP 6 "Commercial Blast Cleaning."
5. SSPC-SP 7 "Brush-Off Blast Cleaning."
6. SSPC-SP 8 "Pickling,"
7, SSPC-SP 10 "Near-White Blast Cleaning."
8. SSPC-SP 11 "Power Tool Cleaning to Bare Metal."
C. Priming: Immediately after surface preparation, apply primer according to
manufacturer's instructions and at rate recommended by SSPC to provide a dry film
thickness of not less than 1.5 mils (0,038 mm). Use priming methods that result in full
coverage of joints, corners, edges, and exposed surfaces,
1, Stripe paint corners, crevices, bolts, welds, and sharp edges.
2. Apply 2 coats of shop paint to inaccessible surfaces after assembly or erection.
Change color of second coat to distinguish it from first.
2,7 GALVANIZING
A. Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steel
indicated for galvanizing according to ASTM A 123,
2.8 SOURCE QUALITY CONTROL
A, Owner will engage an independent testing and inspecting agency to perform shop
inspections and tests and to prepare test reports.
1, Testing agency will conduct and interpret tests and state in each report whether
test specimens comply with or deviate from requirements.
2. Provide testing agency with access to places where structural steel Work is being
fabricated or produced so required inspection and testing can be accomplished,
B, Correct deficiencies in or remove and replace structural steel that inspections and test
reports indicate do not comply with specified requirements.
C, Additional testing, at Contractor's expense, will be performed to determine compliance
of corrected Work with specified requirements.
05120-6
D, Shop-bolted connections will be tested and inspected according to RCSC's
"Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."
E. Shop-bolted connections will be tested and inspected according to RCSC's "Load and
Resistance Factor Design Specification for Structural Joints Using ASTM A 325 or
A 490 Bolts."
1. Direct-tension indicator gaps will be verified to comply with ASTM F 959, Table 2.
F. In addition to visual inspection, shop-welded connections will be inspected and tested
according to AWS D1.1 and the inspection procedures listed below, at testing agency's
option.
1. Liquid Penetrant Inspection: ASTM E 165,
2. Magnetic Particle Inspection: ASTM E 709; performed on root pass and on
finished weld, Cracks or zones of incomplete fusion or penetration will not be
accepted,
3. Radiographic Inspection: ASTM E 94 and ASTM E 142; minimum quality level
"2-2T,"
4. Ultrasonic Inspection: ASTM E 164,
G. In addition to visual inspection, shop-welded shear connectors will be inspected and
tested according to requirements of AWS D1.1 for stud welding and as follows;
1. Bend tests will be performed when visual inspections reveal either less than a
continuous 360-degree flash or welding repairs to any shear connector,
2. Tests will be conducted on additional shear connectors when weld fracture
occurs on shear connectors already tested, according to requirements of
AWS 011,
PART 3 - EXECUTION
3.1 EXAMINATION
A. Before erection proceeds, and with the steel erector present, verify elevations of
concrete and masonry bearing surfaces and locations of anchorages for compliance
with requirements.
B. Do not proceed with erection until unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Provide temporary shores, guys, braces, and other supports during erection to keep
structural steel secure, plumb, and in alignment against temporary construction loads
and loads equal in intensity to design loads. Remove temporary supports when
permanent structural steel, connections, and bracing are in place, unless otherwise
indicated.
1, Do not remove temporary shoring supporting composite deck construction until
cast-in-place concrete has attained its design compressive strength.
05120-7
3.3 ERECTION
A. Set structural steel accurately in locations and to elevations indicated and according to
AISC specifications referenced in this Section.
B, Base and Bearing Plates: Clean concrete and masonry bearing surfaces of bond-
reducing materials and roughen surfaces prior to setting base and bearing plates,
Clean bottom surface of base and bearing plates,
1, Set base and bearing plates for structural members on wedges, shims, or setting
nuts as required,
2. Tighten anchor bolts after supported members have been positioned and
plumbed. Do not remove wedges or shims but, if protruding, cut off fiush with
edge of base or bearing plate prior to packing with grout.
3. Pack grout solidly between bearing surfaces and plates so no voids remain,
Finish exposed surfaces, protect installed materials, and allow curing.
a, Comply with manufacturer's instructions for proprietary grout materials.
C. Maintain erection tolerances of structural steel within AISC's "Code of Standard
Practice for Steel Buildings and Bridges,"
1. Maintain erection tolerances of architecturally exposed structural steel within
AISC's "Code of Standard Practice for Steel Buildings and Bridges."
D, Align and adjust various members forming part of complete frame or structure before
permanently fastening. Before assembly, clean bearing surfaces and other surfaces
that will be in permanent contact. Perform necessary adjustments to compensate for
discrepancies in elevations and alignment.
1. Level and plumb individual members of structure.
2. Establish required leveling and plumbing measurements on mean operating
temperature of structure. Make allowances for difference between temperature
at time of erection and mean temperature at which structure will be when
completed and in service,
E. Splice members only where indicated.
F. Remove erection bolts on welded, architecturally exposed structural steel; fill holes with
plug welds; and grind smooth at exposed surfaces,
G. Do not use thermal cutting during erection.
H, Finish sections thermally cut during erection equal to a sheared appearance.
I. Do not enlarge unfair holes in members by burning or by using drift pins. Ream holes
that must be enlarged to admit bolts.
3.4 FIELD CONNECTIONS
A. Install and tighten nonhigh-strength bolts, except where high-strength bolts are
indicated.
05120-8
B, Install and tighten high-strength bolts according to RCSC's "Specification for Structural
Joints Using ASTM A 325 or A 490 Bolts."
C, install and tighten high-strength bolts according to RCSC's "Load and Resistance
Factor Design Specification for Structural Joints Using ASTM A 325 or A 490 Bolts,"
1, Bolts: ASTM A 325 (ASTM A 325M) high-strength bolts, unless otherwise
indicated.
2. Bolts: ASTM A 490 (ASTM A 490M) high-strength bolts, unless otherwise
indicated.
3, Connection Type: Slip-critical, direct-tension, or tensioned shear/bearing
connections as indicated.
D. Weld Connections: Comply with AWS D1.1 for procedures, appearance and quality of
welds, and methods used in correcting welding work.
1. Comply with AISC specifications referenced in this Section for bearing, adequacy
of temporary connections, alignment, and removal of paint on surfaces adjacent
to field welds,
2. Assemble and weld built-up sections by methods that will maintain true alignment
of axes without warp.
3. Verify that weld sizes, fabrication sequence, and equipment used for
architecturally exposed structural steel will limit distortions to allowable
tolerances. Prevent surface bleeding of back-side welding on exposed steel
surfaces. Grind smooth exposed fillet welds 1/2 inch (13 mm) and larger. Grind
flush butt welds, Dress exposed welds.
3,5 PREFABRICATED BUILDING COLUMNS
A. Install prefabricated building columns to comply with AISC specifications referenced in
this Section, manufacturer's recommendations, and requirements of the testing and
inspecting agency that apply to the fire-resistance rating indicated.
3.6 FIELD QUALITY CONTROL
A. Owner will engage an independent testing and inspecting agency to perform field
inspections and tests and to prepare test reports,
1. Testing agency will conduct and interpret tests and state in each report whether
tested Work complies with or deviates from requirements.
B. Correct deficiencies in or remove and replace structural steel that inspections and test
reports indicate do not comply with specified requirements.
C, Additional testing, at Contractor's expense, will be performed to determine compliance
of corrected Work with specified requirements,
D, Field-bolted connections will be tested and inspected according to RCSC's
"Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."
05120-9
E, Field-bolted connections will be tested and inspected according to RCSC's "Load and
Resistance Factor Design Specification for Structural Joints Using ASTM A 325 or
A 490 Bolts,"
1. Direct-tension indicator gaps will be verified to comply with ASTM F 959, Table 2,
F, In addition to visual inspection, field-welded connections will be inspected and tested
according to AWS D1.1 and the inspection procedures listed below, at testing agency's
option,
1. Liquid Penetrant Inspection: ASTM E 165.
2. Magnetic Particle Inspection: ASTM E 709; performed on root pass and on
finished weld. Cracks or zones of incomplete fusion or penetration will not be
accepted.
3, Radiographic Inspection: ASTM E 94 and ASTM E 142; minimum quality level
"2-2T."
4, Ultrasonic Inspection: ASTM E 164,
G. In addition to visual inspection, field-welded shear connectors will be inspected and
tested according to requirements of AWS D1.1 for stud welding and as follows:
1. Bend tests will be performed when visual inspections reveal either less than a
continuous 360-degree flash or welding repairs to any shear connector,
2. Tests will be conducted on additional shear connectors when weld fracture
occurs on shear connectors already tested, according to requirements of
AWS 01.1,
3.7 CLEANING
A. Touchup Painting: Immediately after erection, clean field welds, bolted connections,
and abraded areas of shop paint. Apply paint to exposed areas using same material
as used for shop painting.
1. Apply by brush or spray to provide a minimum dry film thickness of 1.5 mils
(0,038 mm).
B. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections,
and abraded areas of shop paint on structural steel are included in Division 9 Section
"Painting."
C. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and
apply galvanizing repair paint according to ASTM A 780.
END OF SECTION
05120-10
SECTION 05500
METAL FABRICATIONS
PART1 GENERAL
1,01 WORK INCLUDED
A. The Contractor shall furnish, fabricate, and install miscellaneous metalwork and
appurtenances, complete, all in accordance with the requirements of the Contract
Documents,
1 ,02 RELATED WORK
A. Painting and protective coating of metalwork and fabricated items shall, unless
otherwise specified herein, be performed in accordance with the requirements of
Section 09900 - "Painting."
1.03 REFERENCES
A, Without limiting the generality of other requirements of these Specifications, all
work specified herein shall conform to, or exceed, the requirements of the
Building Code and the applicable requirements of the following documents to the
extent that the provisions of such documents are not in conflict with the
requirements of this Section:
1. American Society for Testing and Materials (ASTM), specifications as
referred to herein.
2. American Welding Society (AWS) "Structural Welding Code-Steel" (AWS
D1.1) which includes qualification procedures for welders.
3, American Institute of Steel Construction (AISC) "Specifications for the
Design, Fabrication, and Erection of Structural Steel for Buildings" and
"Commentary on the AISC Specification,"
4, American Iron and Steel institute (AISI) "Specifications for the Design of
Cold-Formed Steel Structural Members" and "Commentary on the AISI
Specification, "
5. Occupational Safety and Health Administration (OSHA) Regulations.
6. Aluminum Association "Specifications for Aluminum Structures" and
"Engineering Data for Aluminum Structures,"
7. National Association of Architectural Metal Manufacturers "Metal Stairs
Manual."
B. References herein to "Building Code" or SBC shall mean the South Fiorida Code,
Dade County Latest Edition.
1.04 SUBMITTALS
A. Shop drawings of all miscellaneous metalwork shall be submitted to the Engineer
for review in accordance with Section 01340 - "Submittals and Substitutions."
B. Safe working load capacity in tension and shear for each size and type of
concrete anchor used shall be submitted to the Engineer for review.
05500-1
PART 2 PRODUCTS
2,01 MATERIALS
A, All structural steel shapes, plates, bars, and their products shall conform to the
requirements of ASTM A 36 - "Specifications for Structural Steel."
B. Unless otherwise shown, miscellaneous "steel" metalwork of fabricated steel,
which will be used in a corrosive environment and/or will be submerged in
water/wastewater shall be coated in accordance with Section 09850 - "Painting"
and shall not be galvanized prior to coating. All other miscellaneous steel
metalwork shall be hot-dip galvanized after fabrication as specified herein.
C. Unless otherwise shown, aluminum metalwork shall be of Alloy 6601-T6.
Aluminum in contact with concrete, masonry, wood, porous materials, or
dissimilar metals shall have contact surfaces coated in accordance with Section
09850 - "Painting". Aluminum design shall be in accordance with the Aluminum
Association standards. Aluminum shall be fastened with 316 stainless steel
bolts.
0, Unless otherwise shown, iron castings shall conform to the requirements of
ASTM A 48 - "Specifications for Gray Iron Castings", Class 30B or better.
E, Fasteners shall meet all design requirements for intended application, Fasteners
not manufactured in the United States shall be tested and certification provided
with respect to specified and required quality and strength standards.
Certifications of origin shall be submitted for all U,S. fasteners supplied on the
project.
2,02 BOLTS AND CONCRETE ANCHORS
A. For all conditions, all bolts, concrete anchors, anchor bolts, and nuts shall be
Type 316 stainless steel. Threads shall be Coarse Thread Series conforming to
the requirements of the American Standard for Screw Threads for all bolts and
nuts.
B, Galvanized bolts, anchor bolts, nuts and similar threaded fasteners shall conform
to ASTM A307, After being properly cleaned, when called for to be galvanized,
shall be galvanized in accordance with the requirements of ASTM A 153
"Specifications for Zinc Coating (Hot-Dip) on Iron and Steel Hardware." Field
repairs to galvanizing shall be made using "Galvinox," "Galvo-Weld," or approved
equal.
C, Concrete Anchors: Where concrete anchors are called for on the Drawings, one
of the types listed below shall be used, except, where one of the types listed
below is specifically called for on the Drawings, only that specific type shall be
used. The determination of anchors equivalent to those listed below shall be on
the basis of ultimate tensile and shear capacities from test data published by the
manufacturer.
05500-2
1. Shell-Type anchors: Shell-type anchors shall be self-drilling or non-
drilling Red Head anchors as manufactured by the Phillips Drili Company,
or equal.
2, Wedge anchors: Wedge anchors shall be Red Head wedge-type anchors
as manufactured by the Phillips Drill Company, Parabolt anchors as
manufactured by the Molly Division of Emhart Corporation, or equal.
3. Adhesive anchors: Adhesive anchors shall be capsule-type Redi-Chem
anchors as manufactured by the Phillips Drill Company, Para bond
Capsule anchors manufactured by the Molly Division of Emhart
Corporation, or equal. Anchors which use a pour-in or injection system
for the epoxy resin placement may be used, provided that test data are
submitted substantiating the equivalence of tensile and shear capacities
to the capsule-type anchors specified herein.
PART 3 EXECUTION
3.01 EXECUTION
A. Verify that field conditions are acceptable and ready to receive work.
B. Beginning of installation means erector accepts existing conditions,
3.02 PREPARATION
A. Clean and strip primed steel items to bare metals where site welding is required,
B. Supply items required to be cast into concrete with setting templates, and in
appropriate sections.
3.03 INSTALLATION
A. Install items plumb and level, accurately fitted, and free from distortion or defects.
B, Allow for erection loads, and for sufficient temporary bracing to maintain true
alignment until completion of erection and installation of permanent attachments,
C. Field weld components indicated on Drawings.
D. Obtain Engineer approval prior to site cutting or making unscheduled
adjustments.
E, Fabrication and Erection: Except as otherwise shown, the fabrication and
erection of structural steel shall conform to the requirements of the American
Institute of Steel Construction "Manual of Steel Construction,"
3.04 WELDING
A, All welding shall be by the metal-arc method or gas-shielded arc method as
described in the American Welding Society's "Welding Handbook" as
05500-3
supplemented by other pertinent standards of the AWS. Qualification of welders
hall be in accordance with the AWS Standards governing same.
B. In assembly and during welding, the component parts shall be adequately
clamped, supported and restrained to minimize distortion and for control of
dimensions. Weld reinforcement shall be as specified by the AWS Code, Upon
completion of welding, all weld splatter, flux, slag, and burrs left by attachments
shall be removed. Welds shall be repaired to produce a workmanlike
appearance, with uniform weld contours and dimensions, All sharp corners of
material that is to be painted or coated shall be ground to a minimum of 1/32 of
an inch on the fiat.
END OF SECTION
05500-4
SECTION 07100
WATERPROOFING, DAMPPROOFING, AND CAULKING
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Through Wall Flashing
B, Waterproofing
C. Dampproofing
D, Caulking
1.02 RELATED WORK
A. Concrete work, concrete-to-concrete joint caulking, and under-slab vapor barriers
are included in Division 3 - Concrete,
B, Caulking of metal-to-metal joints within window system and roofing and siding
system is included under each respective Section.
C. Cementitious sealant waterproofing (Thoro Seal) is specified under Section
09820 "Cementitious Coatings".
D, Painting is specified in Section 09900 "Painting".
1.03 SUBMITTALS
A. Submit to the Engineer as provided in Section 01340 "Submittals and
Substitutions" and the General Conditions for shop drawings, detailed information
on materials proposed and installation methods.
B, Submit two sets of cured and uncured sealant samples in representative
quantities showing colors and materials, Resubmit until approved,
C. Submit two sets of representative samples of any or all other proposed materials
required for the work of this section as requested by the Engineer.
1 ,04 APPLICATION SCHEDULE
A. Dampproof the exterior surfaces of all exterior poured in place concrete walls
from the top of the footings to 6 inches below finished grade.
B, Deliver in original manufacturer's packages with labels and seals intact. Handle
and store in accordance with manufacturer's instructions.
C. Inspect job conditions for defects which would prevent proper installation of
caulking. Do not proceed until defects have been corrected,
07100-1
D. Caulk all exterior wall joints between metal wall panels and adjacent materials,
between frames in opening and adjacent materials, between masonry and cast-
in-place concrete, brick paver expansion and control joints, and all other joints
shown on the Drawings or required for the completion of the work.
E. Caulk all interior joints between frames and masonry, at tops of masonry walls,
between masonry and structural concrete, expansion and controi joints in
ceramic tile and brick pavers, exterior window and door frames, louvers, and all
other joints shown on the Drawings or required for the completion of the work.
F. Joints noted as "caulk", "caulking", or "sealant" shall be caulked with the sealant
specified herein.
G. Furnish and place through wall flashing in exterior masonry walls as shown on
the Drawings.
H. All proposed water retaining structures scheduled to receive cementitious finish
in accordance with Section 09820 "Cementitious Coatings" shall be provided with
waterproofing if there is visible leakage during the leakage tests. Waterproofing
shall be provided at leakage points. All leaks shall be corrected to the
satisfaction of the Engineer prior to the application of the cementitious finish.
I. Furnish and place vapor barrier under all building structure slabs contacting soil
and slabs,
PART 2 - PRODUCTS
2.01 MATERIALS
A, Materials for Through Wall Flashing:
1. Through fiashing shall be factory assembled material composed of two
layers of asphalt saturated woven colton fabric between which is placed
electro sheet copper, bonded to fabric with asphalt mastic.
2. Each layer of fabric shall be coarsely woven cotton and shall weigh not
less than 4 02, per sq. yd. before saturation and 11 ounces after
saturation.
3. Electro sheet copper shall consist of a full sheet of copper weighing 3 02.
per sq. ft.
4. When completely assembled, the flashing shall be grooved by a series of
parallel depressions.
5, Reglets where required for setting fiashing shall be PVC plastic as
approved,
B. Materials for Dampproofing:
1, Dampproofing shall be Coal-Tar Epoxy System 46H-413 by Tnemec co.,
Dehydratine 4 by W, R. Grace, or approved equal.
C. Materials for Caulking:
1, Caulking Compound: One component, synthetic rubber base sealant,
soft curing, non-staining, conforming to F, S. TT-S-00230 and Thiokol's
07100-2
Building Trade Performance Specifications for Type 1 Class B sealants.
Colors shall be as shown on the color schedule.
2. Interior Silicone Sealant: F. S. TT-001543 for perimeter of plumbing
fixtures against walls and floors and joints between laminated plastic
counters and walls and shall be transparent.
3. Primer: As recommended by caulking compound manufacturer.
4. Back-Up Material: Closed cell foam polyethylene, or similar non-
bituminous material as recommended by manufacturer of caulking
compound and complete compatibie with compound.
0, Material for quickset hydraulic cement shall be Waterplug as manufactured by
Thoro System Products, or approved equal.
E, Vapor barrier shall be 10 mil thick polyethylene sheet with a vapor transmission
rating of 0.20 perms.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Installation of Through Wall Flashing:
1, On all horizontal masonry surfaces to be fiashed, the fiashing shall be laid
in a fresh bed of mortar or trowel coat of asphalt mastic, while other
surfaces receiving the flashing shall be thoroughly dry, free from loose
materials, reasonably smooth and sufficiently spotted with asphalt mastic
to hold it in place until the masonry is set. Splices shall be accomplished
in accordance with the manufacturer's instructions.
2, Through wall fiashing shall start Y,-inch in from the outside face of wall,
go through the unit masonry and turn up not less than 2 inches into the
block or into reglets cast in concrete,
3. Head flashing shall start Y, inch in from the outside face of wall and go
through the wall as indicated on the Drawings. It shall be carried 6 inches
beyond each side of the opening and be turned up at the sides to form a
pan, Ail corners shail be folded and not cut.
4, Secure fiashing in reg lets using lead wedges or lead wool.
B, Installation of Dampproofing:
1. Surface to be treated shall be free from oil and dirt and shall be in the
proper condition as indicated by the manufacturer prior to the application
of the dampproofing material. The concrete shall have been completely
cured and the surface shall be dry and free from frost at the time of
application,
2. Surfaces to be dampproofed shall receive two heavy coats, the first coat
being carefully applied so the "holidays' or untreated air-bubble
depressions in the surface shall be completely filled and the second coat
will guarantee a 100% coating of the surface,
3. Particular care shall be given to the application of dampproofing at all
construction joints which are encountered.
4. The number of coats specified is in addition to prier coats as
recommended by the manufacturer.
07100-3
C. Installation of Caulking:
1. Surface Preparation: Clean metal surfaces free of grease, oil, wax
lacquer and other foreign residue by wiping with a clean cloth moistened
with a suitable solvent. Scrape or brush masonry surfaces clean, Apply
appropriate primer to contact surfaces,
2. Joint Preparation: Joints to be caulked having a depth in excess of 3/8-
inch shall be packed with back-up material shall be sized to require 20
percent to 5 percent compression upon insertion. In joints not of sufficient
depth to allow packing, install polyethylene bond-breaking tape at back of
joint. Avoid lengthwise stretching of back-up material. Cut all corners,
avoid wrapping around corners.
3, Application: Apply compound with pressure flow gun with nozzle of
proper size and shape to suit width of joint, promptly after mixing and with
sufficient pressure to fill joint. Apply as a continuous operation
horizontally in one direction, and vertically from bottom to top, except that
with joints having excessive widths where compound might sag, the joints
shall be built up with successive beads. Finish joints smooth and slightly
coved,
4. Cleaning: Immediately clean adjacent material which may be soiled by
caulking operation.
D. Installation of Quick-Set Hydraulic Cement:
1. The surface shall be cleaned and free of dirt, loose mortar particles,
paints, films, protective coatings, efflorescence, laitance, form treatments,
curing compounds, etc,
2, Cut out crack at least 0/. inches wide and deep, cutting back into wall
slightly. Flush away all cuttings and dirt. Force water-plug into prepared
crack with a round tool and smooth out. Form cove at junction.
3. To be applied under manufacturer's recommendations.
E, Vapor barrier shall be installed under all concrete fioors, Laps between adjacent
sheets shall be 10 inches minimum, Vapor barrier shall be carefully inspected by
the Engineer prior to concrete placement. Additional polyethylene sheet required
for repair or replacement of damage vapor barrier shall be furnished and installed
by the Contractor as directed by the Engineer at no additional cost to the Owner.
END OF SECTION
07100-4
PART 1
1.01
1,02
1.03
A.
SECTION 07920
SEALANTS
GENERAL
SECTION INCLUDES
A.
All joint fillers and gaskets,
B
Compression seals.
C,
Sealants and caulking,
QUALITY ASSURANCE
A
Prior to installation of sealants and caulking and at Architect/Engineer's direction,
meet at Project site to review material selections, joint preparations, installation
procedures, and work sequencing.
B.
Examine sample application to determine and record whether all parties agree
proposed installations are likely to perform as required.
C.
Products included under this Section shall be acceptable to manufacturers of
adjoining materials.
D,
Use products by manufacturers regularly engaged in manufacturer of similar with
items and with a history of successful production.
E,
Perform installation using workman thoroughly trained and certified with the
specified products.
SUBMITTALS
Submittals shall be made in compliance with the procedures stated in the General
Conditions and Special Provisions.
B.
Manufacturer's Data:
1, Published data or manufacturer's letter, clearly indicating that each product
to be furnished complies with specifications, recommended for application
shown, and compatible with each other material in joint system.
2. Complete instructions for handling, storage, mixing, priming, installation,
curing, and protection of each type of compound and sealant.
C, Samples;
1, Furnish three sets of samples for color selection of each type of sealant
planned to be used.
2. One cartridge or equivalent representative sample of each type of sealant,
with labels intact and seals unbroken.
3. Three 12 inch length of each size of back-up material, bond breaker, joint
filler, gasket, etc.
07920- 1
1,04
1.05
PART 2
2.01
4, Three of each type of compression seal.
o
A notarized Certificate of Compliance stating that all sealant materials and
installations conform to all codes, ordinances, regulations and standards specified
herein and otherwise having jurisdiction over this aspect of the Project.
CLEAN UP
A.
Clean up such trash and debris generated by the work and leave completed work in
a clean, undamaged and finished condition, ready to receive without further
preparation, unless so specified in other Sections, any adjacent or abutting work to
be performed by others,
WARRANTY
A.
Provide 1 O-year guarantee to repair joint failure.
1, Joint failure is defined as leaks of air or water, evidence of loss of cohesion
or adhesion fading, and or migration of sealant.
PRODUCTS
SEALANTS
A,
Polyurethane, Two-component (Sealant Type A)
1, Applicable ASTM/Fed, Spec,
a. ASTM C-920
b, Fed, Spec. TT-S-227E
2. Performance Characteristics
a. Service Life: 20 years
b. Joint Movement: 20%
c, Ultimate Tensile Strength: 150-400 p,s.i.
d. Hardness (Shore A): 40-50
e. Elongation: 350-800%
f. Maximum Joint Width: 1"
g. Self-leveling
h. Non-sag
3. Manufacturer/Product
a. Pecora Dynatrolll
b. Accepted Equivalent
S, Urethane, one-component (Sealant Type B)
1, Applicable ASTM/Fed, Spec,
a. ASTM C-920
b. Fed. Spec. TT-S-230C
2, Performance Characteristics
a, Service Life: 20 years
b. Joint Movement: 20%
c. Ultimate Tensile Strength: 250-500 p.s.i.
d. Hardness (Shore A): 40-50
e. Elongation: 100-600%
f. Maximum Joint Width: 3/4"
g. Non-sag
07920- 2
3. Manufacturer/Product
a. Pecora Dynatrol II
b, Accepted Equivalent
C. Silicone, one-part construction (Sealant Type C)
1, Applicable ASTM/Fed. Spec.
a. Fed. Spec. TT-S-1543 A
2, Performance Characteristics
a. Service Life: 20 years
b. Joint Movement: 25%
c. Ultimate Tensile Strength: 100-450 p.s,i.
d, Hardness (Shore A): 35-50
e. Elongation: 400-500%
f. Maximum Joint Width: 1"
g. Self-leveling
h. Non-sag
3. Manufacturer/Product
a, Dow Corning 790
b, General Electric Construction 1200
c. Pecora 863
d. Rhone-Poulenc Rhodorsil 5C
e. Accepted Equivalent
D. Silicone, one-part, low modulus (Sealant Type D)
1. Applicable ASTM/Fed. Spec.
a. Fed. Spec, TT-S-1543 B
2, Performance Characteristics
a, Service Life: 20 years
b, Warranty: 20 years
c, Joint Movement: +100%, -50%
d. Tensile Strength: 100-450 p.s.i.
e. Hardness (Shore A): 15-50
f. Elongation: 1,500%
g, Maximum Joint Width: unlimited
h. Open Grade
i. Non-sag
3. Manufacturer/Product
a. Dow Corning 790
b, Pecora 864
c. Accepted Equivalent
E. Silicone, one-part, structural (Sealant Type E)
1. Applicable ASTM/Fed. Spec.
a. Fed. Spec. TT-S-1543 A
2. Performance Characteristics
a, Service Life: 20 years
b, Joint Movement: 50%
c. Ultimate Tensile Strength: 170-450 p.s.i.
d. Hardness (Shore A): 30-50
e. Elongation; 400-500%
f. Maximum Joint Width; 1"
g, Open Grade
07920- 3
2.02
h. Non-sag
3. Manufacturer/Product
a. Dow Corning 795
b, Rhone-Poulenc Rhodorsil 6B
c. Accepted Equivalent
F.
Intumescent elastomer, one-part (Sealant Type F)
1, Applicable ASTM/Fed. Spec./NEC/UL
a. ASTM E814 (UL 1479)
b. NEC 300-21
2. Performance Characteristics
a, Expansion capability: 10 times original volume
b, Fire-rating: 1,2,3 hours
3. Manufacturer/Product
a. Dow Corning Fire Stop
b. Standard Oil Fire Putty
c. 3M Fire Barrier
d. Accepted Equivalent
G.
Silicone, One-part, Structural (Butt Joint) Glazing (Sealant Type G)
1, Applicable ASTM/Fed, Spec.
a, Fed, Spec. TT-S-1543A
2. Performance Characteristics
a. Service Life; 50 years
b. Joint Movement: 50%
c. Ultimate Tensile Strength: 250-350 p.s.i.
d, Hardness (Shore A): 22-25
e, Elongation: 500%
f. Maximum Joint Width: 1"
g. Non-sag
3. Manufacturer/Product
a. General Electric Silglaze N
b, Rhone-Poulenc Rhodorsil 90
c. Accepted Equivalent
OTHER MATERIALS
A,
Joint Filler Materials
1, Preformed Sponge Rubberor ITP Foam: ASTM D1752, Type I, II or III, type
suited for joint condition.
2. Closed-Cell Neoprene: ASTM D1 056, Type S, Class SEC 41, black.
3. Closed-Cell Vinyl: ASTM 01667, Grade VE041 , off-white.
4. Closed-Cell Polyethylene: ASTM D1621, white semi-rigid.
5. Compressible Rod: Use for proper performance of joint, compatible with
sealant manufacturer for proper performance in specific condition of use.
B,
Miscellaneous Materials:
1, Joint Cleaner: Provide cleaner recommended by manufacturer of sealant for
specific joint surface and condition.
2. Joint Primer and Sealer: Provide compounds recommended by
manufacturer of sealant for specific joint surface and condition,
3. Bond Breaker Tape: Pressure-sensitive polyethylene tape,
07920- 4
PART 3
3,01
3.02
4, Accessory Materials for Fire-Stopping Sealants; Provide forming, joint fillers,
packing and other accessory materials required for installation of
fire-stopping sealants as applicable to installation conditions indicated,
EXECUTION
SURFACE PREPARATION
A.
General;
1, Do not apply sealants to joint surfaces previously painted or treated with
sealer, curing compound, or other coating unless laboratory durability test of
bond-cohesion has been performed to demonstrate that bond will be
durable.
2. Comply with test method procedures applicable to particular sealant.
3. Do not apply paint and other coatings or substances to surfaces adjoining
joint surfaces until sealants are installed and nominally cured to prevent
impairment by migration of such substances into joint surfaces.
B,
Coated Metal Joint Surfaces:
1. Clean bonding surfaces unless coated metal joint surfaces have been
successfully tested for bond-cohesion of sealant.
2. Clean bonding surfaces to base, non-oxidized metal by sanding, wire
brushing, or clean with toluol, xylol, xylene, methyl ethyl ketone (MEK), or
other process recommended by sealant manufacturer.
3. Do cleaning immediately before sealant installation.
C.
Concrete and Masonry Joint Surfaces:
1. Etch bonding surfaces with five percent solution of muriatic acid to remove
excess alkalinity.
2, Rinse thoroughly with diluted ammonia solution and then with clean water.
3. Insure surfaces are dry before sealant installation,
D,
Ceramic Tile and Similar Joint Surfaces: Abrade edge surfaces to be bonded with
sealants to remove glassy surface.
INSTALLATION
A,
General:
1. Prime or seal bonding joint surfaces as recommended by sealant
manufacturer, taking care to avoid migration of primer or sealer onto
adjoining surfaces; remove spillage promptly,
2, Install bond breaker to prevent bonding of sealant to surfaces where such
bond might impair performance of sealant.
3. Do not puncture surface of skin of compressible rod type bond breaker,
4. Comply with manufacturer's printed instruction, except as otherwise directed
and recorded by manufacturer's representative,
B,
Sealant Depth:
1. Apply sealant to depth shown or, if not shown, apply to manufacturer's
recommendations and following general proportions and limitations,
2. Non-Traffic or Non-Abrasion Surfaces: Depth equal to 50% of joint width,
minimum 1/16", and maximum 1/8".
07920- 5
3,03
C.
Joint Sealant Placement:
1. Apply compounds in continuous beads or rivers, filling joint from bottom
without openings, voids, or air pockets.
2, Force compounds to sides of joint so as to carefully and thoroughly "wet"
opposite joint bond surfaces, forming equal areas of contact with sealant.
3. Confine compound to joint areas indicated by use of masking tapes or other
precautions to prevent spillage or migration onto adjoining surfaces,
4, Compress joints accurately so that excess compound will not exude from
joint.
5. Tool exposed surfaces to compress sealant to profiles indicated, or if none is
shown, tool surface slightly concave except provide a slight wash on
horizontal joints where horizontal and vertical surfaces meet.
6, Pour self-leveling grade compounds in horizontal joints to level indicated, or
if none is shown, to level 1/16" below adjoining surface,
7. Against rough surfaces or in joints of uneven widths, avoid appearance of
excess sealant by locating sealant well back into joint where possible,
8. Remove excess sealant promptly as work progresses,
9. Clean adjoining surfaces as necessary to eliminate any evidence of spillage.
CURING AND PROTECTION
A,
Cure sealants to manufacturer's instructions to obtain maximum bond to surfaces,
cohesive strength, and durability at earliest possible date,
B
Advise concerning proper procedures for protection of sealants during remainder of
construction period.
C.
Repair and replace sealants damaged or showing evidence to deterioration before
time of final acceptance,
3.4 SEALANT SCHEDULE
A, General:
1. Refer to Paragraph 2.01 SEALANTS of this Section for clarification of
sealant types as listed in this application paragraph.
2. Sealant types as listed in this application paragraph are organized in order of
preference, with first listing being highest preference and last listing being
lowest preference,
B, Between Similar Materials
1. Concrete
a. Joint width less than 3/4": Sealant Type(s) A,D,
b. Joint width greater than 3/4": Sealant Type A.
2, Masonry
a. Joint width less than 3/4": Sealant Type(s) A,D,
b. Joint width greater than 3/4": Sealant Type A.
3, Metal
4.
a,
b,
Wood
a,
Joint width less than 3/4": Sealant Type(s) A,D,E.
Joint width greater than 3/4": Sealant Type A.
Joint width less than 3/4": Sealant Type(s) A.
07920- 6
b. Joint width greater than 3/4": Sealant Type A.
C, Between Dissimilar Materials
1 . Metal to Metal
a. Joint width less than 3/4": Sealant Type(s) A, D, E,
b. Joint width greater than 3/4": Sealant Type A.
2. Metal to Wood
a. Joint width less than 3/4": Sealant Type(s) A.
b. Joint width greater than 3/4": Sealant Type A.
3. Metal or Wood to Masonry/Concrete
a. Joint width less than 3/4": Sealant Type(s) A.
b, Joint width greater than 3/4": Sealant Type A.
D, Penetrations through fire rated assemblies: Sealant Type F only. Install Fire
Stopping sealant, including forming, packing, and other accessory materials to fill
openings around mechanical and electrical services penetrating floors and walls to
provide fire-stops with fire resistance ratings indicated for floor or wall assembly in
which penetration occurs, Comply with installation requirements established by
testing and inspecting agency,
END OF SECTION
07920- 7
SECTION 09820
Cementations Coatings
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Waterproofing of wet well as indicated.
B. Related Sections:
1. Section 03300 - Cast-in-Place Concrete,
2, Section 03480 - Precast Structural Concrete.
1,2 SYSTEM DESCRIPTION
A. Portland-cement based coating for concrete and masonry that resists both positive and
negative hydrostatic pressure.
B. Performance Requirements: Provide patching material complying with the following
requirements:
1. Service temperatures: Immersion, up to 140 degrees F (60 degrees C); cleaning
water, up to 200 degrees F (93 degrees C); dry air, up to 220 degrees F (104 degrees
C).
2, VOC: 0 Ibs/gal (0 gill less water and exempt solvents,
3, Initial Set, minutes at 70 degree F (21 degree C), SO percent relative humidity: 10
minutes per Lab Method.
4, Final Set, minutes at 70 degree F (21 degree C), 50 percent relative humidity: 90
minutes per Lab Method.
S. Density (cured): 129 pounds per foot (2,080 kg/m) per Lab Method,
6. Positive resistance to hydrostatic pressure, hrs, at 200 psi (1.4 MPa), 461 head feet,
air cured at 70 degree F (21 degree C) SO percent relative humidity: 752 (No leakage,
no softening) per CRD C 48, modified.
7. Negative resistance to hydrostatic pressure, hours, at 200 psi (1.4 MPa), 461 head
feet, air cured at 70 degree F (21 degree C) 50 percent relative humidity: 664
(Limited dampness) per CRD C 48, modified.
8. Potable water (direct contact): Suitable approved per BS6920 (British standard), NSF
Standard 61,
9, Water absorption, boiling water submersion at 24 hour: 3.6 percent per ASTM C 67
(Section 7.3),
10, Compressive strength, ASTM C 109;
a, 7 days: 4,200 psi (29 MPa)
b. 28 days: 6,030 psi (42 MPa)
11. Flexural strength, ASTM C 348:
a. 7 days: 360 psi (2,S MPa)
09820 - 1
b, 28 days: 1,027 psi (7 MPa)
12. Tensile strength, ASTM C 190:
a, 7 days: 250 psi (2 MPa).
b, 28 days: 440 psi (3 MPa).
13. Modulus of elasticity, ASTM C 469, 28 days: 2,72 x 10 to the 6th psi (1.87 x 10 to the
4th MPa),
14. Artificial weathering, hrs:
a. Xenon Arc: 5,000 = No failure per ASTM G 26.
b. Carbon Arc: 500 = No failure per ASTM G 23,
15, Adhesion strength, Test by tensile bond: 418 psi (2.9 MPa).
16, Artificial weathering, Atlas Type DMC weatherometer: No cracking, loss of adhesion,
checking or other defect.
17, Freeze/thaw resistance, 200 cycles: No change per ASTM C 666 (Procedure B).
18. Salt spray resistance, 300 hours: No defect per ASTM B 117.
19. Carbon Dioxide (C02), 1/16 inch (1.6 mm) per Lab Method Diffusion. Equivalent to
3/4 inch (19 mm) new concrete.
20. Permeance:
a. Perms: 12 (0,10698) per ASTM E 96
b. Metric permeability 18 x 10 to the 3rd resistance (water-vapor transmission) per
Swedish standard SS-02-15-82,
21, Wind-driven rain, hrs: 8 = excellent per Fed. Spec. TT-P-0035 (Para 4.4,7),
22. Coefficient of thermal expansion in/in/degree F (mm/mm/degree C), at 28 days: 6.99
x 10 to the minus 6th (5 x 10 to the minus 7th) per ASTM C 531.
23. Impact strength (Gardener impact tester): No chipping per Fed. Spec. TT-P-0035
(Cement paints para. 3.4.8)
24. Hardness, (Barber Colemen Impressor) Requirement min = 30, max = 60 (para 4.4.9)
Fed. Spec. TT-P-0035:
a. 7 days: 35,
b. 14 days: 47.
c. 21 days: 52.
25, Abrasion resistance 3,000 L sand: Passed per Fed, Spec. TT-P-141B.
26, Refiectance ASTM D 2244 using Hunterlab D-25 meter:
a, Gray Thoroseal: 64.2.
b, White Thoroseal: 88.1.
27. Fungus resistance at 21 days: No growth; meets all requirements of Fed. Spec. TT-
P-29B.
28. Surface burning characteristics per ASTM E 84:
a. Flame Spread: O.
b. Smoke developed: 5.
29. Fire Propagation Flame spread: Index = 1,5, Class 1 per BS476: Part 6:1981,
BS476: Part 7:1971.
1.3 SUBMITTALS
A. Comply with Section 01340.
B. Product Data: Submit manufacturer's technical bulletins and MSDS on each product.
09820 - 2
C. Submit list of project references as documented in this Specification under Quality
Assurance Article, Include contact name and phone number of person charged with
oversight of each project.
D. Quality Control Submittals:
1, Provide protection plan of surrounding areas and non-work surfaces,
1.4 QUALITY ASSURANCE
A. Qualifications:
1, Manufacturer Qualifications; Company with minimum 15 years of experience in
manufacturing of specified products and systems.
2, Manufacturer Qualifications: Company shall be ISO 9001 :2000 Certified.
3. Applicator Qualifications: Company with minimum of 5 years experience in
application of specified products and systems on projects of similar size and scope,
and is acceptable to product manufacturer,
a. Successful completion of a minimum of 5 projects of similar size and complexity
to specified Work.
B. Field Sample:
1. Install at Project site or pre-selected area of building an area for field sample, as
directed by Architect.
2. Apply material in strict accordance with manufacturer's written application
instructions,
3. Manufacturer's representative or designated representative will review technical
aspects; surface preparation, application, and workmanship,
4, Field sample will be standard for judging workmanship on remainder of Project.
5, Maintain field sample during construction for workmanship comparison.
6, Do not alter, move, or destroy field sample until Work is completed and approved by
Architect.
7. Obtain Architect's written approval of field sample before start of material application,
including approval of aesthetics, color, texture, and appearance.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Comply with manufacturer's ordering instructions and lead-time requirements to avoid
construction delays.
B. Deliver materials in manufacturer's original, unopened, undamaged containers with
identification labels intact.
C, Transport and store in unopened containers and keep in clean, dry condition protected from
rain, dew, and humidity, If dry onsite storage of bags is unavailable or if Project is located in
a very wet, humid climate zone, purchase product in manufacturer's packaged metal pails,
D. Do not stack bags more than 2 pallets high.
E. Store Acryl 60 in similar conditions, Do not allow Acryl 60 to freeze.
09820 - 3
1.6 PROJECT CONDITIONS
A. Environmental Requirements:
1, Do not apply in rain or when rain is expected within 24 hours. Do not apply above 90
degrees F (32 degrees C) or below 40 degrees F (4 degrees C) or when
temperatures are expected to fall below 40 degrees F (4 degrees C) within 24 hours.
For hot and cold temperature applications, store materials and water at 50 degrees F
(10 degrees C) to 70 degrees F (21 degrees C) before use.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Specifications and Drawings are based on manufacturer's proprietary literature from
Degussa Building Systems, Other manufacturers shall comply with minimum levels of
material, color selection, and detailing indicated in Specifications or on Drawings, Architect
will be sole judge of appropriateness of substitutions,
2.2 MATERIALS
A. Portland-cement based coating for concrete and masonry that resists both positive and
negative hydrostatic pressure.
1, Acceptable Product:
a, Wet well Coating: Thoroseal by or approved equal. Yield: 225 SO ft/50 Ib (20.9
m2/22.7 kg) bag as a base coat at 1116 inch (1,6 mm) dry-film thickness. 450 sq ft/50 Ib
(41.8 m2/22.7 kg) bag as topcoat at 1132 inch (0.8 mm) dry-film thickness. Coverage
will vary depending on surface texture and porosity,
2.3 MIXING
A. Mix material per manufacturer instructions allowing material to rest 15 minutes before
remixing and application.
B. Color:
1, Pearl Gray,
2, Putty Tan,
PART 3 - EXECUTION
3,1 SURFACE PREPARATION
A. Ensure that substrates are sound and free of dust, dirt, laitance, paints, oils, grease, curing
compounds, and other contaminants.
B. Patch holes and cracks before installation,
C. Roughen or brush blast extremely smooth surfaces to ensure good mechanical adhesion.
09820 - 4
3.2 APPLICATION - GENERAL
A. Apply coating with manufacturer recommend brush or broom or equivalent stiff fiber brush
or by textured spray equipment. Spray, back-brush, or broom applications of first coat to fill
voids and achieve uniformity.
B. Completely dampen substrate with water before starting application. Do not saturate
substrate. Keep substrate cool and damp throughout application.
C. Work first coat thoroughly into substrate to completely fill and cover voids, holes, and
nonmoving cracks.
D. Allow to cure 24 hours, then apply second coat and finish with vertical stroke.
E. Allow coating to cure 7 to 10 days before immersion in water.
3.3 WATERPROOFING WETWELL
A. Install standard coating as specified in Application - General instructions.
B, After standard coating has fully cured, wash down surface with saline solution (salt brine, 1
pound salt per 1 gallon water). Leave saline solution on entire surface for at least 24 hours.
Rinse off saline solution completely. If needed, reapply saline solution until final rinse water
is completely clean and clear.
3.4 CLEANING
A. Clean waterproofing material from tools and equipment with water. Remove cured materials
mechanically.
B, Clean up and properly dispose of debris remaining on Project site related to application,
C. Remove temporary coverings and protection from adjacent Work areas.
3.5 PROTECTION
A. Protect system from damage during construction.
END OF SECTION
09820 - 5
SECTION 11311
SUBMERSIBLE WASTEWATER PUMPS
PART 1 GENERAL
1.01 WORK INCLUDED
A. Furnish all labor, materials, equipment and incidentals required and install, place
in operation, and field test one submersible wastewater pumping station. The
station shall be complete with pumps motors, rails, brackets, hatches, piping,
valves, electrical work (including motor controls), structures, connections and
appurtenances, tested and ready for service.
B. These Specifications are intended to give a general description of what is
required, but do not cover all details which will vary in accordance with the
requirements of the equipment as offered. It is, however, intended to cover the
furnishing, the shop testing, the delivery and complete installation and field
testing, of all materials, equipment and appurtenances for the complete pumping
units as herein specified, whether specifically mentioned in these Specifications
or not.
C, Furnish and install all necessary and desirable accessory equipment and
auxiliaries whether specifically mentioned in these Specifications or not, and as
required for an installation incorporating the highest standard for this type of
service including field testing of the entire installation and instructing the regular
operating personnel in the care, operation and maintenance of all equipment.
1.02 RELATED WORK
A. Section 02060 - Demolition
B. Section 03300 - Cast-in-Place Concrete
C, Section 03480 - Precast Concrete Specialties
D, Section 05500 - Metal Fabrications
E. Section 09900 - Painting
1.03 PATENT AND LICENSES
A. The pumping equipment manufacturer shall be responsible for all patents or
licenses that exist because of the equipment that may be provided,
B. The manufacturer shall assume all costs of patent fees or licenses for the
equipment or process, and shall safeguard and save harmless the Owner from
all damages, judgments, claims, and expenses arising from licenses fees or
claimed infringement of any letters, patent or patent rights, or fees for the use of
any equipment or process, structural feature or arrangement of any of the
11311-1
component parts of the installation, and the price bid shall be deemed to include
payment of all such patent fees, licenses or other costs pertaining thereto.
1.04 DESCRIPTION OF SYSTEM
A. Two submersible wastewater pumps and controls, discharge piping and all
appurtenances in a single wet well, as specified herein and shown on the
Drawings. The pump station will pump raw, unscreened, domestic wastewater
into a force main that is pumped to the existing force main within the property, as
shown in plan.
1 ,05 QUALIFICATIONS
A. To assure unity of responsibility, the motors shall be furnished and coordinated
by the local pump manufacturer's representative, The contractor and pump
manufacturer shall assume responsibility for the satisfactory installation and
operation of the entire pumping system including pumps, motors, and controls as
specified.
B. The pumps covered by these Specifications are intended to be standard pumping
equipment of proven ability as manufactured by a reputable manufacturer having
long experience in the production of such pumps. The pumps furnished shall e
designed, constructed and installed in accordance with the best practice and
methods, and shall operate satisfactorily when installed. Pumps shall be
manufactured in accordance with the Hydraulic Institute Standards.
C, The control system shall have an established record of successful performance
for similar service.
D. All equipment furnished under this Specification shall be new and unused, shall
be the standard product of manufacturers having a successful record f
manufacturing and servicing the equipment and systems specified herein for a
minimum of five (5) years,
E. The pump manufacturer shall provide a full 5-year warranty covering all parts of
for the first 18-month period and a percentage of all parts and labor for each year
thereafter up to 5 years from date of shipment.
F. The pump shall be furnished complete with controls and accessories required,
and shall be manufactured by the Flygt Corporation or approved equal.
1.06 SUBMITTALS
A. Copies of all materials required to establish compliance with the Specifications
shall be submitted in accordance with the provisions of the General Conditions,
Submittals shall include at least the following:
1, Shop and erection drawings showing all important details of construction,
dimensions and anchor bolt locations,
2. Descriptive literature, bulletins and catalogs of the equipment.
3. Data on the characteristics and performance of each pump. Data shall
include a certified performance test, based on actual shop tests of the
11311-2
sale units, which show that they meet the specified requirements for
head, capacity, efficiency, submergence and horsepower. Curves shall
be submitted on 8-1/2 inch by 11-inch sheets; at as large a scale as is
practical. Curves shall be plotted from no flow at Shut Off Head to Pump
Capacity at minimum specified TH, Catalog sheets showing a family of
curves will not be acceptable.
4, Complete master wiring diagrams, elementary or control schematics,
including coordination with other electrical control devices operating in
conjunction with the Pump Control System and suitable outline drawings
shall be furnished for approval before proceeding with manufacture.
Standard pre-printed sheets or drawings simply marked to indicate
applicability to this contract will not be acceptable.
5. A drawing showing the layout of the Pump Control Panel shall be
furnished, The layout shall indicate every device mounted on the door
with complete identification.
6. The total weight of the equipment including the weight of the single
largest item.
7, A complete total bill of materials of all equipment.
8. A list of the manufacturer's recommended spare parts to be supplied in
addition to those specified in Paragraph 1,08, with the manufacturer's
current price for each item, Include gaskets, seals, etc, on the list. List
bearings by the bearing manufacturer's numbers only,
9. All submittal data required by the General Conditions.
10. Complete motor data.
B, In the event that it is impossible to conform to certain details of the Specifications
due to different manufacturing techniques, describe completely all non-
conforming aspects,
C, Upon receipt of approval of submitted material, provide the number of prints
specified in the General Conditions and one reproducible tracing of all drawings,
1,07 OPERATING INSTRUCTIONS
A. Operating and maintenance manuals shall be furnished. The manuals shall be
prepared specifically for this installation and shall include all required cuts,
drawings, equipment lists, descriptions, etc, that are required to instruct operating
and maintenance personnel unfamiliar with such equipment.
B, A factory representative of all major component manufacturers, who has
complete knowledge of proper operation and maintenance, shall be provided for
one (1) day at each station, to instruct representatives of the Owner and the
Engineer on proper operation and maintenance. With the permission of the
Owner, this work may be conducted in conjunction with the inspection of the
installation and test run as provided under Paragraph 3.04, If there are
difficulties in operation of the equipment due to the manufacturer's design or
fabrication, additional service shall be provided at no cost to the Owner,
11311-3
1.08 TOOLS AND SPARE PARTS
A. One (1) set of all special tools required for normal operation and maintenance
shall be provided. All such tools shall be furnished in a suitable steel tool chest
complete with lock and duplicate keys.
B. The manufacturer shall furnish a complete set of recommended spare parts
necessary for the first five (5) years operation of the pumping system, which shall
include at the following;
1. One set of upper bearings for each pump supplied,
2. One set of lower bearings for each pump supplied.
3. One set of upper and lower shaft seals for each pump supplied.
4, One relay for each type supplied with the pump control panel for the
station.
5. One full diameter impeller for each pump supplied.
C. Spare parts shall be properly bound and labeled for each identification without
opening the packaging and suitably protected for long-term storage.
1.09 PRODUCT HANDLING
PART 2
A.
All parts shall be properly protected so that no damage or deterioration will occur
during a prolonged delay from the time of shipment until installation is completed
and the units and equipment are ready for operation.
B,
All equipment and parts must be properly protected against any damage during a
prolonged period at the site as specified in the Specific Provision.
C.
Factory assembled parts and components shall not be dismantled for shipment
unless permission is received in writing from the Engineer.
0,
Finished surfaces of all exposed pump openings shall be protected by wood
planks, strongly build ant securely bolted thereto.
E
Finished iron or steel surfaces not painted shall be properly protected to prevent
rust and corrosion.
F,
After hydrostatic or other tests, all entrapped water shall be drained prior to
shipment, and proper care shall be taken to protect parts from the entrance of
water during shipment, storage and handling.
G.
Each box or package shall be properly marked to show its net weight in addition
to its content.
PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A. The pumping units required under this Section shall be complete including
pumps and motors with proper alignment and balancing of the individual units.
11311-4
All parts shall be so designed and proportioned as to have liberal strength,
stability, and stiffness and to be especially adapted for the work to be done,
Ample room shall be provided for inspection, repairs and adjustments.
B. Each foundation plate for each pump shall be rigidly and accurately anchored
into position. All necessary foundation bolts, plates, nuts and washers shall be
furnished by the pump manufacturer for installation by the Contractor.
Foundation bolts, nuts, washers shall be AISI 304 Stainless Steel.
C, Stainless steel nameplates giving the name of the manufacturer, the rated
capacity, head, speed, and all other pertinent data shall be attached to each
pump and motor,
2.02 PUMPS
A. General:
1. The pumps shall be submersible, non-clog, close-coupled centrifugal
pumps with submersible motors designed to pump unscreened domestic
sewage, The design shall be such that the pumping units shall be
automatically connected to the discharge piping when lowered into place
o the discharge connection. The pumps shall be easily removable for
inspection or service, requiring no bolts, nuts or other fastenings to be
removed for this purpose and not requiring personnel to enter the pump
well. Each pump shall be fitted with a Type 316 stainless steel lifting
cable of adequate strength and shall be ten (10) feet longer than the wet
well depth to permit raising the pump for inspection and removal.
2. The impeller shall be constructed of cast iron, The design shall permit
low liquid velocities and gradual acceleration and change of fiow direction
of the pumped media. The impeller / casing design shall result in a
passage free of surfaces to which solid or fibrous materials can adhere.
The overall pump design shall combine high efficiency, low required
NPSH, large sphere passage and the ability to handle high solids
concentrations efficiently, All other parts shall be of close grain gray iron
construction, with all parts coming into contact with sewage protected by
a cost of rubber-asphalt paint. All external bolts and nuts shall be of
stainless steel. The impeller shall be of a centrifugal, non-clog type,
capable of passing 3-inch minimum diameter solids and fibrous materials,
3. Each pump shall be provided with a double tandem mechanical seal
running in an oil reservoir, composed of two separate lapped face seals.
The upper seal consisting of one stationary and one rotating carbon-
ceramic ring, The lower seal consisting of tungsten carbide rings, Seals
shall be held in contact by a separate spring, so that the outside pressure
assists spring compression in preventing the seal faces from opening.
The compression spring shall be protected against exposure to the
pumped liquid. The pumped liquid shall be sealed form the oil reservoir
by one face seal and the oil reservoir from the motor chamber by the
other. The seals shall require neither maintenance nor adjustment, and
shall be easily replaced, Conventional double mechanical seals with a
single spring between the rotating faces, requiring constant differential
11311-5
pressure to effect sealing and subject to opening and penetration by
pumping forces shall not be considered equal to tandem seals specified
and required.
4, A sliding guide bracket shall be an integral part of the pumping unit and
the pump casing shall have a machined connection flange to connect with
the cast iron discharge connection, which shall be bolted to the fioor of
the sump with stainless steel anchor bolts and so designed as to receive
the pump connection without the need of any bolts or nuts. Sealing of the
pumping units to the discharge connection shall be accomplished by a
simple linear downward motion of the pump with the entire weight of the
pumping unit guided by two (2) type 304 L stainless steel guides or T-
bars which will press it tightly against the discharge connection. No
portion of the pump shall bear directly on the fioor of the sump and no
rotary motion of the pump shall be required for sealing. Sealing at the
discharge connection by means of a diaphragm or similar method of
sealing will not be accepted as an equal to a metal to metal contact of the
pump discharge and mating discharge connection specified and required.
5. Pump motors shall be housed in an air-filled or oil-filled, water-tight casing
and shall have Class F insulated windings which shall be moisture
resistant. Motors shall be NEMA Design B rated 155-degrees maximum.
Motor characteristics are noted on the Drawings, Pump motors shall
have cooling characteristics suitable to permit continuous operation, in a
totally or partially submerged condition. Each motor shall incorporate an
ambient temperature compensated overhead sensing device wired in
series which monitors the conductivity of the liquid in the oil seal cavity,
The protective devices shall be wired into the pump controls in such a
way that if either device operates the pump will shut down. The devices
shall be self-resetting, The cable shall be fixed to the pump using a water
tight assembly. The pump shall be capable of running continuously in a
totally dry condition under full load without damage, for extended periods.
Before final acceptance, a field running test demonstrating this ability,
with 24-hours of continuous operation under the above conditions, shall
be performed for all pumps being supplied, if required by the Owner,
Pump motor cables shall be suitable for submersible pump applications
and shall be properly sealed.
B. Each pumping unit and its driving equipment shall be designed and constructed
to withstand the maximum turbine run-away speed of the unit due to back fiow
through the pump.
C. For Performance Requirements refer to the Data Table on the Drawings.
2.03 ACCESS FRAMES AND GUIDES
A. The pumping station shall be furnished with aluminum access frames, complete
with hinged and hasp-equipped covers, and spring-loaded for easy opening.
Access frames shall be mounted directly above the pumps. Access doors shall
have safety-locking handle in open position, Doors shall be of aluminum
checkered plate with stainless steel hardware as manufactured by U.S. Foundry
Co, or approved equal.
11311-6
B, Upper guide holders shall be stainless steel. Lower guide holders shall be
integral with the discharge connection. Guide bars or T-bars shall be of
Schedule 40, Welded Type AISI 304, stainless steel pipe of the size indicated on
the Drawings and of the length required by the pump manufacturer. Guide
holders shall be the product of the pump manufacturer.
2,04 PUMP CONTROL SYSTEM
A. General:
1. The existing pump controller shall be reinstalled for the wastewater
pumping station. The controller shall respond to the liquid level sensor to
automatically start, and stop pumps to pace pump station influent flow.
2. The pump controller is the existing transducer system as modified for this
application and station. The wet well operating levels are as shown on
the Drawings.
B, Operation Requirements:
1. The control panel shall consist of a main circuit breaker and generator
breaker with mechanical interlock, an emergency power receptacle, a
circuit breaker and magnetic start for each pump motor, and 15 ampere,
120 volt circuit breakers as required. A low and high level alarm and
pump shut-off shall be accomplished by a transducer type system liquid
level controller with all control components mounted in one common
enclosure. Control switches shall provide means to operate each pump
manually or automatically. When operated in the automatic mode, the
control assembly shall provide mans to manually or automatically
alternate the position of the "lead" and "lag" pumps after each pumping
cycle.
C. Construction:
1, The electrical control equipment shall be mounted with a NEMA Type 3R,
dead front enclosure, constructed of not less then 14 gauge, 316
stainless steel. The enclosure shall be equipped with a door and shall
incorporate a removable back panel on which control components shall
be mounted, Back panel shall be secured to enclosure with collar studs,
Two Crouse-Hinds Type "CGK" cable connectors shall be provided to
terminate the motor cables in the control panel. The connectors shall be
suitable for a 2" conduit with a neoprene busing suitable for the motor
cables supplied.
2, Components:
a. All motor branch circuit breakers, motor starts and control relays
shall be of highest industrial quality, securely fastened to the
removable back panels with screws and lock washers. Back
panels shall be tapped to accept all mounting screws. Self-
tapping screws shall not be used to mount any component.
b, A thermal-magnetic air circuit breaker, Type KA as manufactured
by Square D company, or approved equal, shall be furnished for
each pump motor and main breaker. All circuit breakers shall be
sealed by the manufacturer after calibration to prevent tampering.
11311-7
Each circuit breaker shall be adequately sized to meet the pump
motor and station operating conditions,
c. A mechanical disconnect mechanism shall be installed on each
circuit breaker to provide a means of disconnecting power to the
pump motors.
d. An open frame, across-the-line, NEMA rated, magnetic motor-
starter, Bulletin 709 as manufactured by Allen-Bradley Company,
or approved equal, shall be furnished for each pump motor. All
motor starters shall be equipped to provide under-voltage release
and overload protection on all three phases. Motor starter
contacts shall be easily replaceable without removing the motor
starter from its mounted position, Overload reset push-buttons
shall be located on the exterior of the control compartment door.
Provide reverse phase and phase loss protection for each motor,
e, Low level control relay shall be magnetic latching type, Bulletin
700NM as manufactured by Allen-Bradley, or approved equal,
with contacts rated at 300 VAC, 10 amperes, non-inductive, Time
delay relays shall be electric type,
f. An emergency power receptacle shall be installed in the bottom or
side of the control panel and connected to the line side of the
generator breaker. The receptacle shall be 200A, 4P, 3W Crouse-
Hinds Series No. AR1042 with AR61 panel adapter.
g, A duplex utility receptacle providing 120 volts, 60 Hertz, single
phase current shall be mounted on the side of the enclosure,
h, The control panel shall include an adjustable time delay relay to
prevent both pumps from starting simultaneously. Relays shall be
Paragon Electric Company, Series JW, or approved equal.
3. Operating Controls and Instruments:
a, All operating controls and instruments shall be securely mounted
on the control compartment door. All controls and instruments
shall be clearly labeled to indicate function.
b, Pump mode selector switches shall be Hand-Off-Auto type to
permit override of automatic level control and manual actuation of
shutdown of either pump motor. Operation of pumps in manual
mode overload shutdown. Switches shall be oil-tight, as
manufactured by Allen-Bradley, or approved equal, providing
three (3) switch positions, each of which shall be clearly labeled
according to function. Separate indictor lamps, which shall
operate at 120 volts input, shall be provided mounted above
H.O.A, selector switches. Lamps shall be easily replaceable from
the front of control compartment door without removing switch
modules from their mounted positions.
c, Indicator lamps shall be mounted in oil-tight modules, as
manufactured by Allen-Bradley or approved equal. Lamp modules
shall be equipped to operate a 120 volt input. Lamps shall be
easily replaceable from the front of the control compartment door
without removing lamp module from its mounted position.
d, A six (6) digit, non-reset elapsed time meter shall be connected to
each motor starter to indicate the total running time of each pump
in "hours" and "tenth of hours", The elapsed time meters shall be
as manufactured by Engler, Redding, or approved equal.
11311-8
2.05 DISCHARGE PIPING
A.
A concrete valve vault shall not be installed at the pump station site. Discharge
piping is to be installed above-ground above a concrete slab as shown on the
Drawings.
B
The discharge piping shall contain a plug valve and a check valve for each pump
discharge. A 6-inch "KAMLOC" quick disconnect type coupling shall be installed
on the pump discharge lines as shown on the Drawings, The KAMLOC coupling
shall be the type required by the Owner,
C.
Each pump discharge shall be furnished with a discharge gauge, The gauges
shall be furnished with a quarter-turn shut-off valve, replaceable stainless steel
diaphragm seal unit, and surge snubber, Each gauge shall have a 4-inch or
larger dial, flanged cast aluminum case and glass crystal. Gauges shall be
mounted as shown on the Drawings, Gauges shall be Series No. 600 as
manufactured by H. O. Trerice, equal by Marshaltown, or approved equal.
PART 3
EXECUTION
3.01 INSTALLATION
A. Installation shall be in strict accordance with the manufacturer's instructions and
recommendations in the locations shown on the Drawings. Installation shall
include furnishing the required oil and grease for initial operation. The grades of
oil and grease shall be in accordance with the manufacturer's recommendations.
Anchor bolts shall be set in accordance with the manufacturer's
recommendations.
B, The Contractor shall submit a certificate from the equipment manufacturer stating
that the installation of the equipment is satisfactory, that the equipment is ready
for operation, and that the operating personnel have been suitably instructed in
the operation, lubrication, and care of each unit.
3.02 SHOP PAINTING
A. Before exposure to weather and prior to shop painting, all surfaces shall be
thoroughly cleaned, dry and free from al mill-scale, rust, grease, dirt and other
foreign matter.
B, All pumps and motors shall be shop coated, with manufacturer's standard
coating,
C, All nameplates shall be properly protected during painting.
0, Gears, bearing surfaces, and other similar surfaces obviously not to be painted
shall be given a heavy shop coat of grease or other suitable rust-resistant
coating. This coating shall be maintained as necessary to prevent corrosion
during periods of storage and erection and shall be satisfactory to the Engineer
up to the time of the final acceptance test.
11311-9
3.03 INSPECTION AND TESTING
A. General;
1, The Engineer shall have the right to inspect, test, or witness tests of all
materials and equipment to be furnished under these Specifications, prior
to shipment from the point of manufacture,
2. The Engineer shall be notified in writing prior to initial shipment, in ample
time so that arrangements can be made for inspection by the Engineer,
3, The Engineer or his representative shall be furnished all facilities,
including labor, and shall be allowed proper time for inspection and
testing of material and equipment.
4, materials and equipment shall be tested or inspected as required by the
Engineer, and the cost of such work shall be included in the cost of the
equipment. The Contractor shall anticipate that delays may be caused
because of the necessity of inspection, testing and accepting materials
and equipment before their use is approved,
5. The services of a factory representative shall be furnished for one (1) day,
for each station, and shall have complete knowledge of proper operation
and maintenance to inspect the final installation and supervise the test
run of the equipment. With the permission of the Owner, these services
may be combined with those provided under Paragraph 1.07, "Operating
Instructions" ,
6. Field tests shall not be conducted until such time that the entire
installation is complete and ready for testing.
8, Pumps:
1. After all pumps have been completely installed, and working under the
direction of the manufacturer, conduct in the presence of the Engineer
such tests as are necessary to indicate that pumps conform to the
Specifications. Field tests shall include all pumps included under this
Section. Supply all electrical power, water or wastewater, labor,
equipment and incidentals required to complete the field tests,
2, If the pump performance does not meet the Specifications, corrective
measures shall be taken or pumps shall be removed and replaced with
pumps which satisfy the conditions specified. A 24-hour operating period
of the pumps will be required before acceptance. During this 24-hour
operating period, the Contractor shall supply all power necessary,
C, Motors:
1. The Contractor shall check all motors for correct clearance and alignment
and for correct lubrication in accordance with manufacturer's instructions
The Contractor shall check direction of rotation of all motors and reverse
connections if necessary.
D, Vibration Analysis:
1. A vibration analysis shall be performed in the field on the pumps over the
range of the pumping conditions as specified,
2. This test shall be performed by an independent testing laboratory, and in
accordance with the Hydraulic Institute Standards, The Contractor shall
include in his price a sum sufficient to perform this analysis. The sum
11311-10
shall include repetitive tests, if required, until such time the installation
meets the Standards.
END OF SECTION
11311-11
SECTION 15000
PIPING, GENERAL
PART 1
GENERAL
1.01 WORK INCLUDED
A. The Contractor shall furnish and install all piping systems shown and specified, in
accordance with the requirements of the Contract Documents. Each system shall
be complete with all necessary fittings, hangers, supports, anchors, expansion
joints, fiexible connectors, valves, accessories, lining and coating, testing,
disinfection, excavation, and backfill, to provide a functional installation,
1.02 RELATED WORK SPECIFIED ELSEWHERE
A, Section 05500 - Metal Fabrication
B, Section 01340 - Submittals and Substitutions
C. Section 03300 - Cast-In-Place Concrete
D. Section 02221 - Trenching, Bedding, and Backfill for Pipe
E. Section 09850 - Painting
1,03 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. Commercial Standards:
ANSI B16,1
ANSI B16.5
Cast Iron Pipe Flanges and Flanged Fittings Class 125,
Pipe Flanges and Flanged Fittings, Steel Nickel Alloy,
and Other Special Alloys,
Power piping.
Structural Welding Code.
Specification for Carbon Steel Externally Threaded Standard
Fasteners.
Specification for High Strength Bolts for Structural Steel
Joints,
Test Methods for Specific Gravity and Density of Plastics by
Displacement.
ANSI/ASME B31, 1
ANSI/AWS D1.1
ASTM A 307
ASTM A 325
ASTM D 792
1.04 CONTRACTOR SUBMITTALS
A. The Contractor shall submit complete shop drawings and certificates, test reports,
affidavits of compliance, of all piping systems, in accordance with the requirements
in the Section entitled, "Submittals", and as specified in the individual piping
sections,
B, Each shop drawing submittai shall be complete in all aspects incorporating all
information and data listed herein and all additional information required to evaluate
15000-1
the proposed piping material's compliance with the Contract Documents. Partial or
incomplete submissions will be returned to the Contractor without review. 0 & M
Manuals: Prior to start-up the Contractor shall furnish complete operations and
maintenance manuals in accordance with Section entitled "Submittals".
C. Data to be submitted shall include, but not be limited to:
1, Catalog Data consisting of specifications, illustrations and parts schedule
that identifies the materials to be used for the various piping components
and accessories. The illustrations shall be in sufficient detail to serve as a
guide for assembly and disassembly.
2, Complete layout and installation drawings with clearly marked dimensions
and elevations, Piece numbers which are coordinated with the tabulated
pipe layout schedule shall be clearly marked. Piping layout drawings shall
indicate the following additional information; pipe supports, location, support
type, hanger rod size, insert type and the load on the hanger in pounds.
3. Weight of all component parts.
4. Design calculations above specified.
5. Tabulated pipe layout schedule which shall include the following information
for all pipe and fittings, service, pipe size, working pressure, wall thickness
and piece number,
D. Certifications: Prior to installation, the Contractor shall furnish an Affidavit of
Compliance certified by the pipe manufacturer that the pipe, fittings and specials
furnished under this contract comply with all applicable provisions of AWWA and
these specifications. No pipe or fittings will be accepted for use in the Work on this
project until the affidavits have been submitted and accepted in accordance with the
Section entitled "Submittals".
E, All expenses incurred in making samples for certification of tests shall be borne by
the Contractor.
1.05 QUALITY ASSURANCE
A, Tests: Except where otherwise specified, all materials used in the manufacture of
the pipe shall be tested in accordance with the applicable Specifications and
Standards.
B, Welding Requirements: All welding procedures used to fabricate pipe shall be
prequalified under the provisions of ANSI/AWS D1, 1. Welding procedures shall be
required for, but not necessarily limited to, longitudinal and girth or spiral welds for
pipe cylinders, spigot and bell ring attachments, reinforcing plates and ring flange
welds, and plates for lug connections,
C, Welder Qualifications: All welding shall be done by skilled welders, welding
operators, and tackers who have had adequate experience in the methods and
materials to be used, Welders shall be qualified under the provisions of ANSI/AWS
01,1 by an independent local, acceptable testing agency not more than 12 months
prior to commencing work. Machines and electrodes similar to those used in the
Work shall be used in qualification tests. The Contractor shall furnish all material
and bear the expense of qualifying welders.
15000-2
1.06 MANUFACTURER'S SERVICE REPRESENTATIVE
A. Where the assistance of the manufacturer's service representative is advisable, in
order to obtain correct pipe joints, supports, or special connections, the Contractor
shall furnish such assistance at no additional cost to the Owner,
1 ,07 MATERIAL DELIVERY, STORAGE, AND PROTECTION
A, All piping materials, fittings, valves, and accessories shall be delivered in a clean
and undamaged conditions and stored off the ground, to provide protection against
oxidation caused by ground contact. All defective or damaged materials shall be
replaced with new materials.
1.08 CLEANUP
A.
After completion of the work, all remaining pipe cuttings, joining and wrapping
materials, and other scattered debris, shall be removed from the site. The entire
piping system shall be handed over in a clean and functional condition.
PART 2
PRODUCTS
2,01 GENERAL
A. All pipes, fittings, and appurtenances shall be installed in accordance with the
requirements of the applicable Sections of Division 2 and furnished as specified
herein.
B, Pipe Supports: All pipes shall be adequately supported in accordance with the
requirements of the Section entitled "Pipe Supports", and as shown.
C. Lining: All requirements pertaining to thickness, application, and curing of pipe
lining, shall be in accordance with the requirements of the applicable Sections of
Division 15, unless otherwise specified.
o Coating: All requirements pertaining to thickness, application and curing of pipe
lining, shall be in accordance with the requirements of the applicable Sections of
Division 15, unless otherwise specified. Pipes above ground or in structures shall
be field-painted in accordance with the Section entitled "Painting".
E, Pressure Rating: All piping systems shall be designed for the maximum expected
pressure.
2.02 PIPE FLANGES
A. Flanges: Where the design pressure is 125 psi or less, fianges shall conform to
either ANSI/AWWA C115/A21 ,15 Class D or ANSI B16.1 125-lbs class, Where the
design pressure is greater than 150 psi. up to a maximum of 250 psi, fianges shall
conform to either ANSI/AWWA C115/21.15 or ANSI B16.1 250 Ibs class. Flanges
shall have fiat faces and shall be attached with bolt holes straddling the vertical axis
of the pipe unless otherwise shown. Attachment of the flanges to the pipe shall
15000-3
conform to the applicable requirements of ANSI/AWWA 115/21.15. Flanges for
miscellaneous small pipes shall be in accordance with the standards specified for
these pipes.
B. Blind Flanges; Blind fianges shall be in accordance with ANSI/AWWA C207, or with
the standards for miscellaneous small pipes, All blind flanges for pipe sizes 12-
inches and over shall be provided with lifting eyes in the form of welded or threaded
eye bolts.
C Flange Coating; All machined faces of metal blind fianges and pipe fianges shall be
coated with a temporary rust-inhibitive coating to protect the metal until the
installation is completed.
0, Flange Bolts; If studs are required, they shall be in accordance with ASTM A 307,
Grade B, with heavy hex nuts. If studs are required, they shall extend through the
nuts a minimum of Y.-inch, All bolts and nuts shall conform to Section entitled
"Miscellaneous Metalwork".
E. Flange Gaskets: Gaskets for flanged joints shall be of materials as specified in
piping sections. Blind fianges shall have gaskets covering the entire inside face of
the blind fiange and shall be cemented to the blind fiange. Ring gaskets shall not
be permitted,
F, Flange Gasket Suppliers, or equal:
1, John Crane
2, Garlock
2.03 MECHANICAL-TYPE COUPLINGS (GROOVED OR BANDED PIPE)
A. General: Mechanical-type couplings shall be provided where shown. Buried or
submerged couplings shall have Type 316 stainless steel bolts and nuts conforming
to the requirements of Section entitled "Miscellaneous Metalwork".
B, Suppliers for Steel Pipe Couplings, or equal:
1. Victaulic Style 41 or 44 (banded).
2. Victaulic Style 77 or 07 (grooved).
3. Gustin-Bacon (banded or grooved).
Note: Steel pipe couplings shall be furnished with grade E rubber gaskets,
C. Suppliers for Ductile Iron Pipe Couplings, or equal:
1. Victaulic Style 31,
2. Gustin-Bacon,
Note: Ductile iron pipe couplings shall be furnished with grade M fiush seal gaskets,
D. Suppliers for PVC Pipe Couplings, or equal:
1. Victaulic Style 775.
2, Gustin-Bacon.
Note: PVC pipe couplings shall be furnished with grade E gaskets and radius cut or
standard roll grooved pipe ends.
15000-4
2.04 SLEEVE-TYPE COUPLINGS
A. Construction: Sleeve-type couplings shall be provided where shown, and shall be of
similar material as the pipe, without pipe stop, and shall be of sizes to fit the pipe
and fittings shown, The middle ring shall be not less than ",-inch in thickness and
shall be either 5 or 7-inches long for standard steel couplings, and 16-inches long
for long-sleeve couplings, The followers shall be single-piece contoured mill section
welded and cold-expanded as required for the middle rings. They shall be of
sufficient strength to accommodate the number of bolts necessary to obtain
adequate gasket pressures without excessive rolling. The shape of the follower
shall be of such design as to provide positive confinement of the gasket. Bolts and
nuts shall conform to the requirements of Section entitled "Metals".
B Pipe Preparation: The ends of the pipe, where specified or shown, shall be
prepared for sleeve-type couplings. Plain ends for use with couplings shall be
smooth and round for a distance of 12-inches from the ends of the pipe, with outside
diameter not more than 1/64-inch smaller than the nominal outside diameter of the
pipe. The middle ring shall be tested by cold-expanding a minimum of one percent
beyond the yield point, to proof-test the weld to the strength of the parent metal.
The weld of the middle ring shall be subjected to an air test for porosity.
C. Gaskets: Gaskets for sleeve-type couplings shall be rubber-compound material that
will not deteriorate from age or exposure to air under normal storage or use
conditions, The rubber in the gasket shall meet the following specifications:
1. Color - Jet Black.
2, Surface - Nonblooming,
3. Durometer Hardness - 74 :t 5.
4. Tensile Strength -1000 psi Minimum.
5. Elongation -175 percent Minimum,
D. The gaskets shall be immune to attack by the material which is being transported.
All gaskets shall meet the requirements of ASTM D 2000, AA709Z, meeting Suffix
B13 Grade 3, except as noted above,
E. Insulating Couplings: Where insulating couplings are required, both ends of the
coupling shall have a wedge-shaped gasket which assembles over a rubber sleeve
of an insulating compound in order to obtain insulation of all coupling metal parts
from the pipe.
F. Restrained Joints: Where harnesses are required for sleeve-type couplings, they
shall be in accordance with the requirements of the appropriate reference standard,
or as shown,
G, Supplier, or equal;
1. Rockwell (Smith-Blair). Style 411.
2. Dresser. Style 38,
3. Ford Meter Box Co" Inc., Style FC1 or FC3.
15000-5
2.05 REINFORCED FLEXIBLE PIPE COUPLING
A. Reinforced fiexible piping couplings shall be as manufactured by Mercer Rubber
Company, General Rubber Co., Metraflex or equal.
B. The coupling shall be fated for a working pressure of 150 psig and shall be
constructed of Kevlar reinforcing and natural rubber elastomer rated for a maximum
temperature of 1800 F, A hypalon coating shall be applied to the exterior of the
elastomer,
C. All couplings shall have integrally molded flanges with split and beveled galvanized
steel retaining rings. Galvanized steel washers shall be provided at the point where
the rings are split. Bolt holes and bolt circle patterns shall conform to the mating
fiange patterns as specified in the piping paragraphs, Coupling lengths shall be
manufacturer's standard, subject to Engineer's review and acceptance,
D, Control units shall be 316 stainless steel and shall be provided and installed with all
flexible pipe couplings. The control unit shall be supplied by the coupling
manufacturer.
2.06 PIPE INSULATION
A.
Hot and cold liquid piping, flues and engine exhaust piping shall be insulated. No
unprotected hot piping shall be within reach of operating personnel or others.
PART 3
EXECUTION
3.01 GENERAL
A. The Contractor shall furnish all labor, tools, materials, and equipment necessary for
installation and jointing of the pipe, All piping shall be installed in accordance with
the Drawings in a neat workmanlike manner and shall be set for accurate line and
elevation. All piping shall be thoroughly cleaned before installation, and care shall
be taken to keep the piping clean throughout the installation,
B. Before setting wall sleeves, pipes, castings and pipes to be cast in place, the
Contractor shall check the Drawings and equipment manufacturer's drawings which
may have a direct bearing on the pipe locations, The Contractor shall be
responsible for the proper location of the pipes and appurtenances during the
construction of and renovation of the tanks and structures,
C. Piping shall be attached to pumps, valves, equipment, etc., in accordance with the
respective manufacturers' recommendations. This includes the use of flexible
connectors as required,
D. For piping assembled with threaded, solvent cemented, welded or soldered joints,
liberal use of unions shall be made. Unions shall be provided close to main pieces
of equipment and in branch lines to permit ready dismantling of piping without
disturbing main pipe lines or adjacent branch lines. A minimum of one union per
straight run of pipe between fitting and/or valves with multiple lengths of pipe shall
be used.
15000-6
E. All changes in directions or elevations shall be made with fittings, unless otherwise
shown,
3.02 SHIPPING, HANDLING AND STORAGE
A. Special care in handling shall be exercised during delivery, distribution and storage
of pipe to avoid damage and setting up stresses, Damaged pipe will be rejected
and shall be replaced at the Contractor's expense, Pipe and specials stored prior to
use shall be stored in such a manner as to keep the interior free from dirt and
foreign matter.
B, No pipe shall be dropped from cars or trucks to the ground. All pipe shall be
carefully lowered to the ground by mechanical means. In shipping, pipe and fittings
shall be blocked in such manner as to prevent damage to castings or lining. Any
broken or chipped lining shall be carefully patched, Where it is impossible to repair
broken or damaged lining in pipe because of its size, the pipe shall be rejected as
unfit for use,
C, All mechanical joint pipe shall be laid with 1/8-inch space between the spigot and
shoulder of pocket.
3.03 LAYING PIPE
A. Proper and suitable tools and appliances for the safe convenient handling and laying
of pipe shall be used and shall, in general, agree with manufacturer's
recommendations, At the time of laying, the pipe shall be examined carefully for
defects, and should any pipe be discovered to be defective after being laid, it shall
be removed and replaced with sound pipe by the Contractor at his expense.
B, The Contractor shall perform all earthwork including excavation, backfill, bedding,
compaction, sheeting, shoring and bracing, dewatering and grading in accordance
with the Section entitled "Excavation and Backfill for Utilities".
C, Upon satisfactory excavation of the pipe trench and completion of the pipe bedding,
a continuous trough for the pipe barrel and recesses for the pipe bells, or couplings,
shall be excavated by hand digging. When the pipe is laid in the prepared trench,
true to line and grade, the pipe barrel shall receive continuous, uniform support and
no pressure shall be exerted on the pipe joints from the trench bottom.
D. All piping 3-inches and larger shall be provided with two 4-foot-lengths of pipe for
the first two joints outside a building or tank wall unless a greater number of joints is
shown on the Drawings.
E. Pipe shall be installed in accordance with AWWA C-600 and AWWA C-800, as
applicable for D.1. pipe and for service lines, respectively, Before being lowered into
the trench, the pipes and accessories shall be carefully examined and the interior of
the pipes shall be thoroughly cleaned of all foreign matter and other acceptable
methods. At the close of each workday and during suspension of work for any
reason at any time, a suitable stopper shall be placed in the end of the pipe last laid
to prevent mud or other foreign material from entering the pipe.
15000-7
F. Lines shall be laid straight and depth of cover shall be maintained uniform with
respect to finish grade, whether grading is completed or proposed at time of pipe
installation. Where a grade or slope is shown on the Drawings, the Contractor shall
use laser based surveying instruments to maintain alignment and grade, At least
one elevation shot shall be taken on each length of pipe and recorded, No abrupt
changes in direction or grade will be allowed.
G. All underground piping shall be properly blocked at all fittings where the pipeline
changes direction, changes size, or ends, using concrete thrust blocks. Concrete
thrust blocks shall be sized so as to give bearing against undisturbed earth sufficient
to absorb the thrust from line pressure, allowing an earth bearing of 200 pounds per
square foot. (Earth bearing values may be increased, if clearly substantiated by a
soils analysis), The line pressure shall be the product of the nominal cross sectional
area of the pipe and the maximum internal pressure anticipated for each type of
pipe. The concrete shall be placed, unless shown otherwise on the Drawings so
that the pipe joints and fittings will be acceptable, All underground restrained
unrestrained joint piping and fittings shall be provided with concrete thrust blocks
unless otherwise accepted by the Engineer. Whenever new tees or elbows are
connected to existing pipelines, a concrete thrust block shall be installed, subject to
Engineer acceptance,
3.04 FLANGED JOINTS
A. Flanged joints shall be made up with full face gaskets as specified in the piping
paragraphs. Flange faces shall have a uniform bearing on the gaskets. Flanges
shall be drawn together uniformly until the joint is tight. No washers shall be
permitted for the bolt and nut assemblies. The length of the bolts shall be uniform
and in accordance with the standards specified herein. The bolt's maximum
projection beyond the end of the nut shall be 0.25-inch nor shall the bolt fall short of
the end of the nut.
3.05 WELDED JOINTS
A. Welded joints shall be shop fabricated in accordance with the standards and
specifications contained herein,
B, Field welding will be permitted for black carbon steel pipe where it can be
demonstrated that the interior of the pipe can be satisfactorily lined and inspected.
Welding in the field shall be performed only when requested on the shop drawings
and accepted by the Owner and Engineer in writing as specified herein.
C, All welding shall be performed in accordance with ANSI B31.1 and AWWA C 206
except as modified or supplemented herein. All welders shall be AWS certified in
accordance with AWWA C206, and ANSI B31 requirements.
D. Pipe and fittings with all thicknesses of 3/16-inch and larger shall have ends beveled
for welding. Bevels shall be 30 with a maximum of 37-1/2. The abutting pipe ends
shall be separated before welding to permit complete fusion to the inside wall of the
pipe without overlapping. Welding shall be continuous around the joint and shall be
completed without interruption. Welds shall be of the single vee butt type, of sound
1 5000-8
weld metal thoroughly fused into the ends of the pipe and into the bottom of the vee.
Welds shall be free from cold spots, pin-holes, oxide inclusions, burrs, snags, rough
projection or other defects.
E Filler metal for welding shall be of the same composition as the base metal. All
welding of steel pipe flanges shall be in accordance with requirements of AWWA
C207 and ANSI B31, 1.
F, Field repairs of cement mortar lining a welded joints shall be made in accordance
with AWWA C205 Appendix A or AWWA C602.
G. Field welds shall be "fixed position" type.
3,06 THREADED JOINTS
A. All threads shall be clean, machine cut and all pie shall be reamed before erection.
Taps and dies shall be cleaned, sharpened and in good condition. All threaded
joints shall be made tight with tefion tape.
B, After having been set up, a joint shall not be backed off unless the joint is broken,
the threads cleaned and new tape is applied,
3,07 SOLVENT CEMENTED JOINTS
A. Joints shall be made up in accordance with ASTM D 2855 and the manufacturers'
recommendations. The Contractor is advised to handle the solvent cements in
accordance with ASTM F 402,
3.08 THRUST RESTRAINT
A. Pipe anchors shall be spaced to divide pipe into sections. Anchors shall be located
at valves, changes in direction of piping, and major branch connections, Anchors
shall be of a type recommended by the pipe manufacturer and accepted by the
Engineer,
B. On all piping, where sleeve type couplings and fianged adapters are located near
fittings or valves, tie rods shall span across the coupling as specified herein to
restrain movement of the pipe along its axial direction. Such restraints can be
deleted if both ends of the pipe are anchored in a concrete structure with no fitting or
valve occurring within the span length, in the suction piping to a pump where the
coupling is between the pump and valve, or when the water pressure measured at
the crown of the pipe is less than five feet.
C. All sleeve type couplings shall be harnessed except where noted specifically on the
Drawings. The harnessing shall be as shown on the Drawing or as specified herein.
D, Where the distance between adjacent flanges is in excess of ten feet or where a
harness can not be used, the pipe supports adjacent to the coupling shall retrain the
piping preventing any linear or angular movement resulting in the pipe separating
from the coupling or misalignment in the joint.
1 5000-9
E. Where expansion joints are used, control units shall be provided. All tie rods and
control units shall be installed in accordance with the manufacturer's recommended
procedures.
F, All buried tie rods and associated hardware shall be 316 stainless steel.
G, In general, all valves and fittings shall be restrained in an acceptable manner such
that the unbalanced force developed at them shall be supported independent of the
piping system.
H, Harnesses for ductile iron pipe shall be as shown on the Drawings.
3.09 PIPING SCHEDULE
A. This Section includes a schedule of piping specified in other Sections of Division 15.
B, The following abbreviations are used in the schedule:
1, Material
304 SS - 304 Stainless Steel (nonwelded joints) or
304L Stainless Steel - low carbon (welded joints)
316 SS - 316 Stainless Steel (nonwelded joints) or
316L Stainless Steel- low carbon (welded joints)
AL - Aluminum
BSP - Black Steel Pipe
CPVC - Chlorinated Polyvinylchloride
DI - Ductile Iron
PVC - Plyvinylchloride
2. Wall Thickness
CL - Class
Sch - Schedule
SDR - Standard Diameter Ratio
3. Joint Type
CID - Cast Iron Drainage Fitting
FLG - Flanged
MJ - Mechanical Joint
PO - Push on Joint
RJ - Restrained Joint
SW - Solvent Welded
W - Welded
4. Fitting Type
304 SS - 304 Stainless Steel (nonwelded joints) or
304L Stainless Steel - low carbon (welded joints)
316 SS - 316 Stainless Steel (nonwelded joints) or
316L Stainless Steel - (welded joints)
AL - Aluminum
BSP - Black Steel Pipe
CPVC - Chlorinated Polyvinylchloride
DI - Ductile Iron
DWV - Drain Waste Vent
MI - Malleable Iron
PVC - Plyvinylchloride
15000-10
5. Interior Surface Protection
CL - Cement Lined
EC - Epoxy Coated
PVC - PVC Liner
6. Exterior Surface Protective Coating
AC - Asphalt Coated
INSUL - Insulated
P - Painted
PCW - Plastic Coating or Wrapping
01
01
DI
DI
DI
DI
NOM. PIPE
DIAMETER WORKING TYPE OF
(INCHES) PRESSURE JOINT
4 thru 12 350 RJ
4 thru 20 350 RJ
24 300 RJ
30 thru 54 250 RJ
4 thru 12 350 RJ
ALL 350. FLG
PIPE
MATERIAL
. Flanged joints shall be rated for 250 psi working pressure.
Nominal Protective Coating
Pipe Working Type
Diameter Sche- Pressure of Type of Exterior
Service (Inches) Material dule (PSIG) Joints' Fittings Interior
All Unless All DI 350 FLG 01 PVC P
Otherwise
Noted
(Above
Ground)
All Unless All 01 350 RJ DI PVC AC
Otherwise
Noted
(Below
Ground)
. Refer to specifications for types of restrained joints.
3.10 TESTING
A. Install, inspect, and test in accordance with AWWA C-600-93, "Installation of Ductile
Iron Water Mains and their Appurtenances." Pressure test pipe, valves, fittings, ad
appurtenances for two (2) hours while maintaining a pressure of 150 psi. Do not
allow pressure to drop below 145 psi. Re-start the test if pressure drops below the
stated pressure,
15000-11
3.11 DISINFECTION
A, Disinfect all piping to be used for potable water purposes or to be connected to
existing potable water systems in accordance with AWWA C-651-92 "Disinfecting
Water Mains."
END OF SECTION
15000-12
SECTION 15064
POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS
PART 1 - GENERAL
1,01 WORK INCLUDED
A. Furnish all labor, materials, equipment and incidentals required and install, and
test, small diameter plastic piping, fittings and appurtenances as specified herein.
1.02 RELATED WORK
A. Trenching bedding and backfill for pipe in Section 02221,
B. Painting is included in Section 09900.
C, Valves and appurtenances are included in Section 15100.
1,03 DESCRIPTION OF SYSTEM
A. Piping shall be installed in the locations as shown on the Drawings.
1.04 QUALIFICATIONS
A. All plastic pipe, fittings and appurtenances shall be furnished by a single
manufacturer who is fully experienced, reputable, and qualified in the
manufacture of the items to be furnished. The equipment shall be designed,
constructed, and installed in accordance with the best practices and methods
and shall comply with these Specifications.
1.05 SUBMITTALS
A. Submit shop drawings in accordance with the General Conditions and Section
01340. Include dimensioning and technical specification for all piping to be
furnished.
B, Submit for approval pipe certifications and technical data on each type and size
pipe.
1.06 TOOLS
A. Special tools, solvents, lubricants, and caulking compounds required for normal
installation shall be furnished with the pipe.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Plastic pipe shall be rigid, unplasticized polyvinyl chloride (PVC) pipe and shall
be in accordance with ASTM D-1784 and ASTM D-1785, ASTM 1120 Class 150
psi, and as manufactured by or approved equal.
15064-1
B, The pipe shall be suitable for filed cutting, welding, bending and coupling and
shall be Schedule 80 unless otherwise shown on the Drawings and of the sizes
as shown on the Drawings. Pipe supports shall be as specified in Section 15094.
C, All pipe shall be bundled or packaged in such a manner as to provide adequate
protection for the ends, threaded, or flanged, during transportation from the
manufacturer.
D, Fittings shall be the socket type for solvent welded joints as designated in ASTM
0-2467 or D-2466, except where threaded as shown on the Drawings, and as
designated in ASTM D-2464 or flanged as shown on the Drawings and shall be
compatible with the pipe where installed, Flanges shall be furnished with 1/8-
inch thick fullfaced gaskets. Flange bolts and nuts shall be ASTM A276, Type
304 or 316 stainless steel.
E, Plastic tubing shall be clear, fiexible, non-cracking with a wall thickness that is
adequate for the pressures involved and of the sizes as shown on Drawings.
F, Caulking for plastic pipe in wall sleeve shall be by a mechanical, modular, rubber
sealing element placed in between the sieeve and pipe and expanded to make a
tight fit or other method approved by the Engineer.
G. Expansion joints shall have integral duck and rubber flanges, They shall have
individual solid steel ring reinforcement with a carcass of highest grade woven
cotton or acceptable synthetic fiber, Joints shall be constructed of pipeline size
and to meet working pressure and corrosive conditions similar to the line where
installed. They shall be of a filled arch-type construction with a minimum of three
arches per joint. All joints must be finish-coated with Hypalon paint to prevent
ozone attack. They shall be Style 500 as manufactured by Mercer Rubber Co, of
Trenton, New Jersey, or approved equal.
PART 3 - EXECUTION
3.01 INSTALLATION
A. The installation of plastic pipe shall be strictly in accordance with the
manufacturer's technical data and printed instructions.
B. Joints for plastic pipe shall be solvent welded expect flanged or threaded where
required. In making solvent welded connections, clean dirt and moisture from
pipe and fittings, bevel pipe ends slightly with emery cloth, if necessary, and
apply solvent cement of the proper grade. Expansion joints shall be installed
every 50 feet on long runs and in every straight run longer than 15 feet.
C, Installation of valves and fittings shall be strictly in accordance with
manufacturer's instructions. Particular care shall be taken not to overstress
threaded connections at sleeves. In making solvent weld connections the
solvent shall not be spilled on valves or allowed to run from joints.
D. All piping have a sufficient number of unions to allow convenient removal of
piping and shall be as approved by the Engineer,
15064-2
E. Where plastic pipe passes through wall sleeves, joints shall be sealed with a
mechanical sealing element as specified in Section 15100,
F. All plastic pipe to metal pipe connections shall be made using fianged
connections. Metal piping shall not be threaded into plastic fittings, valves, or
couplings, nor shall plastic piping be threaded into metal valves, fittings or
couplings.
G. Concrete inserts for hangers and supports shall be furnished and installed in the
concrete as it is placed. The inserts shall be set in accordance with the
requirements of the piping layout and the Contractor shall verity their locations
from approved piping layout drawings and the structural drawings. Pipe hangers
and supports are specified in Section 15094.
3,02 FIELD PAINTING
A, Pipe normally exposed to view shall be painted and marked as specified in the
Painting Section 09900. Engineer will assist in identifying pipe contents,
direction of flow and all else required for proper making of pipe,
3.03 INSPECTION AND TESTING
A, All pipelines shall remain undisturbed for 24 hours to develop complete strength
at all joints, All pipelines shall be subjected to a hydrostatic pressure test for 4
hours at full working pressure. All leaks shall be repaired and lines retested as
approved by the Engineer, Prior to testing, the pipelines shall be supported in an
approved manner to prevent movement during tests.
END OF SECTION
15064-3
SECTION 15100
VALVES, GENERAL
PART 1 - GENERAL
1.01 REQUIREMENTS
A. The Contractor shall provide all tools, supplies, material, equipment, and labor
necessary for installing, adjusting, and testing of all owner furnished valves and
appurtenant work, complete and operable, in accordance with the requirements
of the Contract Documents.
B. The provisions of the Section shall apply to all valves and valve operators
specified in the various sections of these specifications except where otherwise
specified in the Contract Documents. Valves and operators in particular
locations may require a combination of units, sensors, limit switches, and
controls specified in other sections of these specifications.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Section 09900 - Painting
B. Section 15000 - Piping, general
1.03 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. Codes: All codes, as referenced herein, are specified in section entitled
"Reference Standards,"
B, Commercial Standards:
ANSI B16,1
Cast Iron Pipe Flanges and flanged Fittings, Class 25, 125
250, and 800,
ANSI B16,5
Pipe Flanges and Flanged Fittings, Steel Nickel Alloy and
Other special Alloys.
ANSI/ASME B1 ,20.1
General Purpose Pipe Threads (Inch).
ANSI/ASME B31.1
Power Piping,
ASTM A 36
Specification for Structural Steel.
ASTM A 48
Specification for Gray Iron Castings,
ASTM A 126
Specification for Gray Iron Castings for Valves, Flanges,
and Pipe Fittings,
ASTM A 536
Specification for Ductile Iron Castings.
15100-1
ASTM B61
Specification for Steam or Valve Bronze Castings.
ASTM B 62
Specification for composition Bronze or Ounce Metal
Castings.
ASTM B 148
Specification for Aluminum-Bronze Castings.
ASTM B 584
Specification for Copper Alloy Sand Castings for General
Applications,
ANSI/AWWA C500
Gate Valves for Water and Sewerage Systems,
ANSI/AWWA C504
Rubber-Seated Butterfy Valves.
AWWA C508
Swing-Check Valves for Waterworks Service, 2 inches
Through 24 inches NPS,
ANSI/AWWA C509
Resilient-Seated Gate Valves, 3 through 12 NPS, for
Water and sewage systems.
AWWA C550
Protective Interior Coatings for Valves and Hydrants.
1,04 QUALITY ASSURANCE
A. Valve Testing: Unless otherwise specified, each valve body shall be tested under
a test pressure equal to twice its deign water-working pressure.
B. Bronze Parts: Unless otherwise specified, all interior bronze parts of valves shall
conform to the requirements of ASTM B 62, or, where not subject to
dezincification, to ASTM B 584.
PART 2 - PRODUCTS
2.01 VALVES
A, General: The Contractor shall install all valves, gates, valve-operating units,
stem extension, or other accessories as shown or specified, All valves and gates
shall be new and of current manufacturer. All shut-off valves, 6-inch and larger,
shall have operators with position indicators. Where buried, these valves shall
be provided with valve boxes and covers containing position indicators, and valve
extensions. Shut-off valves mounted higher than 6-feet above working level shall
be provided with chain operators, All valves shall have a minimum design
pressures rating of 150 psi, and capable of a test pressure of 300 psi. for service
applications with pressures in excess of 150 psi, valves shall have a minimum
pressure rating in excess of the service application working pressure.
B, Cast iron parts of valves shall meet the requirements of ASTM A 126, "Standard
Specifications for Grey Iron Castings for Valves, Flanges and Pipe Fittings, Class
15100-2
"B". Flanged ends shall be fiat-faced and have bolt circle and bolt patterns
conforming to ANSI B 16.1 Class 125 unless otherwise specified hereinafter.
C. All castings shall be clean and sound, without defects of any kind and no
plugging, welding or repairing of defects will be permitted. All bolt heads and
nuts shall be hexagonal conforming to ANSI B18.2 and shall type 316 stainless
steel. Gaskets shall be full face and made of natural or synthetic elastomers in
conformance with ANSI B-16.21 suitable for service characteristics, especially
chemical compatibility and temperature. Nonferrous alloys of various types shall
be used for parts of valves as specified. Where no definite specification is given,
the material shall be the recognized acceptable standard for that particular
application.
D, All buried valves shall be provided with cast-iron valve boxes unless otherwise
indicated. The boxes shail be asphalt varnished, or enameled cast iron,
adjustable to grade, and installed perpendicularly, centered around and covering
the upper portions of the valve or valve operator, or the pipe, The top of each
valve box shall be placed flush with finish grade unless otherwise indicated on
the Drawings. Valve boxes shall be as specified elsewhere in this section. All
buried valves trough 48-inch shall have mechanical ends, Buried valves above
48-inches shail have flanged ends,
E. All buried valves and other valves located below the concrete operating deck or
level, specified or noted to be key operated, shall have an operator to finish
grade or deck level, a 2-inch square AWWA operating nut, and cover or box and
cover, as may be required.
F. Valve Flanges: the fianges of valves shall be in accordance with Section entitled
"Piping, General."
G, Gate Valve Stems: Where subject to dezincification, gate valve sterns shall be of
bronze to ASTM B62, containing not more than 5 percent of zinc nor more than 2
percent of aluminum, Where dezincification is not a problem, bronze to AASTM
B 584 may be used, for vale stems with a minimum tensile strength of 60,000 psi,
a minimum yield strength of 40,000 psi, and an elongation of at least 10 percent
in 2 inches, as determined by a test coupon poured from the same ladle from
which the valve stems to be furnished are poured,
H, Protective Coating: Except where otherwise specified, ferrous surfaces, exclusive
of stainless steel surfaces, in the water passages of all valves 4-inch and larger,
as well as the exterior surfaces of all submerged valves, shall receive a fusion-
bonded epoxy coating in accordance with AWWA C550. Flange faces of valves
shall not be epoxy coated. The Contractor, through the valve manufacturer, shall
certify in writing that such coating has been applied and tested in the
manufacturing plant prior to shipment, in accordance with these specifications,
I. Valve Operators: Valves and gates shall be furnished with operators, provided by
the valve or gate manufacturer. All operators of a given type shall be furnished
by the same manufacturing plant. Operator orientation shall be verified with the
Engineer prior to installation. If this requirement is not met, changes to
orientation shall be made at no additional cost.
15100-3
J. All operators, unless otherwise specified, shall turn counter-clockwise to open.
Operators shall have the open direction clearly and permanently marked. All
valve operators, manual, motor and pneumatic, shall be provided with the valve
by the valve manufacturer. The Contractor, through the valve manufacturer,
shall be solely responsible for the selection of the proper operator to meet the
operating conditions specified herein. Field calibration and testing of the
operators and valves to ensure a proper installation and an operating system
shall be the responsibility of the Contractor,
K, All manual operators shall have levers or handwheels, unless otherwise shown,
where buried, the valves shall have extensions with square nuts or floor stands.
Valves mounted higher than 6 feet above floor or operating level shall have chain
operators. Unless otherwise shown or specified, valves of size 4-inch and larger
shall have gear-assisted operators,
L, Operation of valves and gates shall be designed so that the effort required to
operate the handwheel, lever or chain shall not exceed 40 pounds applied at the
extremity of the wheel or lever, The handwheels on valves 14 inches and
smaller shall not be less than 8 inches in diameter, and on valves larger than 14
inches the handwheels shall not be less than 12 inches in diameter.
M. Valve Labeling: A label shall be provided on all shut-off valves exclusive of hose
bibs and chlorine valves, The label shall be of 1/16-inch plastic or stainless steel,
minimum 2 inches by 4 inches in size, and shall be permanently attached to the
valve or on the wall adjacent to the valve or as indicated by the Engineer.
2.02 VALVE BOXES
A. Valve boxes shall be of the adjustable telescope type, cast iron, suitable to
withstand heavy traffic. They shall be Model No. F-2452, as manufactured by
James B. Clow & Sons, Mueller or equal. The covers shall be marked either
"WATER or SEWER", depending on service. Bases shall be the round type.
Boxes shall be coated with asphalt.
PART 3 - EXECUTION
3.01 VALVE INSTALLATION
A. General: All valves, gates, operating units, stem extensions, valve boxes, and
accessories shall be installed in accordance with the manufacturer's written
instructions and as shown and specified. All gates shall be adequately braced to
prevent warpage and bending under the intended use. Valves shall be firmly
supported to avoid undue stresses on the pipe.
B, Access; All valves shall be installed to provide easy access or operation,
removal, and maintenance and to avoid conflicts between valve operators and
structural members or handrails.
15100-4
C. Valves Accessories: Where combinations of valves, sensors, switches, and
controls are specified or shown on the drawings, it shall be the responsibility of
the Contractor to properly assemble and install these various items so that all
systems are compatible and operating properly, The relationship between
interrelated items shall be clearly noted on shop drawing submittals.
END OF SECTION
15100-5
SECTION 15105
CHECK VALVES
PART 1 - GENERAL
1,01 THE REQUIREMENTS
A. The Contractor shall install all owner furnished check valves in the types and
sizes shown on specified, complete and operable, including epoxy coating,
appurtenances and accessories, in accordance with the requirements of the
Contract Documents,
1,02 RELATED WORK SPECIFIED ELSEWHERE
A. Section 15100 - Valves, General
PART 2 - PRODUCTS
2.01 SWING CHECK VALVES (3-INCH AND LARGER)
A, General: Swing check valves for water, sewage, sludge and general services
shall be of the weight type, in accordance with AWWA C 508, unless otherwise
specified below, full-opening: designed for a working pressure of 150 psi unless
otherwise shown, and shall have a fianged cover piece to provide access to the
disc. Corrosive ferrous surfaces of valves, 4-inch and larger, which will be in
contract with water, shall receive a fusion-bonded epoxy coating conforming to
AWWA C550.
B. Body: The valve body shall be of cast iron to ASTM A 126, with flanged ends to
ANSI B16. 1, or mechanical joint ends, as shown.
C, Disc: The valve disc shall be of cast iron, ductile iron, or bronze to ASTM B62.
D, Seat and Rings: The valve seat and rings shall be of bronze to ASTM B92 or
B148, or of Buna-N.
E, Hinge Pin: The Hinge pin shall be of bronze or stainless steel.
F. Suppliers or Equal:
1. American-Darling Valve co.
2. APCO (Valve and Primer Corp.)
3, Crane Company,
4, Kennedy Valve Mfg. Co. (ITT Grinnell),
5, Mueller Company.
6, Stockham Valves and Fittings.
15105-1
PART 3 - EXECUTION
3.01 GENERAL
A, All valves shall be installed in accordance with provisions of Section entitled,
"Valves General."
END OF SECTION
15105-2
SECTION 15109
PLUG VALVES
PART 1 - GENERAL
1.01 THE REQUIREMENTS
A, The Contractor shall install all owner furnished plug valves, complete and
operable, as shown on the Drawings and specified herein including operators,
protective coatings, and appurtenant work, all in accordance with the
requirements of the Contract Documents.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Section 15100 - Valves, General
PART 2 - PRODUCTS
2,01 ECCENTRIC PLUG VALVES
A. Equipment Requirements: Plug valves shall be of the nonlubricated eccentric
type with cast iron bodies, resilient faced plugs, or a replaceable, resilient seat in
the body. Resilient facing shall be suitable for the intended service.
All interior and exposed valves 8-inches and larger shall have handwheels and
worm gear operators. Interior and exposed valves 6-inches and smaller shall be
provided with lever operators.
Valves for buried or submerged service shall be provided with an AWWA
operating nut. Buried or submerged valves 8-inches and larger shall have
permanently, lubricated, totally enclosed worm gear actuators,
All shaft bearings shall be of stainless steel, Tefion, or other suitable material,
furnished with permanently-lubricated bearing surfaces. The operator shall
clearly indicate valve position,
All valves 20-inch and smaller shall have an unobstructed port area of not lees
than 80-percent of full opening with 100 percent port area. All eccentric plug
valves shall have a pressure rating of not less than 150 psi WOG, bubble-tight
shut-off.
Valves for interior and exposed service shall have flanged end connections
conforming to ANSI B 16.1 class 125. For buried service, valve end connections
shall be mechanical joint conforming to ANSI A21.11.
Plug valves at points for future connections shall be furnished with ANSI B16.1
Class 125 blind fianges, ANSI sized hot-dipped galvanized steel bolts and
neoprene gaskets on the sub-out ends,
15109-1
B, Surface Coatings: Ferrous surfaces of valves, 4-inch and larger, which will be in
contact with process fiuid, shall be epoxy-coated as specified in Section entitled
"Painting.
C. Suppliers or Equal: Plug valves shall be provided as manufactured by DeZurik
Corporation, or equal.
PART 3 - EXECUTION
3.01 INSTALLATION
A. All plug valves shall be installed in accordance with the Supplier's published
recommendations and the applicable provisions of Section entitled, "Valves,
General. "
END OF SECTION
15109-2
SECTION 16000
ELECTRICAL
GENERAL REQUIREMENTS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions, apply to all
the work specified in the Electrical 16000 Sections.
1.02 LAWS, PERMITS, FEES AND NOTICES
A, Secure and pay all permits, fees and licenses necessary for the proper execution
of the work, Submit all notices and comply with all iaws, ordinances, rules and
regulations of any public agency bearing on the work. Contractor shall be
licensed Electrical Contractor in the county of construction.
1.03 DEPARTURES
A. If any departures from the Contract Drawings or Specifications are deemed
necessary, details of such departures and the reasons therefore shall be
submitted to the Engineer for advance written approval, prior to departure.
1.04 GUARANTEES
A. Furnish written guarantee covering all materials, workmanship, labor and
equipment for a period of one (1) year from the date of acceptance as described
in the Contract General Conditions.
B, The Owner reserves the right to operate and use all materials and equipment
failing to meet the requirements of the Contract Documents until such
unacceptable materials and equipment are replaced or repaired to the
satisfaction of the Engineer.
1 ,05 AS-BUILT INFORMATION
A. A set of "red-lined" electrical drawings shall be carefully maintained at the job
site. Actual conditions are to be put on the drawings in red on a daily basis so
the drawings will continuously show locations and routes of cable trays, conduits,
pull-boxes, circuit numbers, and other information required by the Engineer.
1.06 JOB SITE VISIT
A. Visit the project site before submitting a bid. Verify all dimensions shown and
determine the characteristics of existing facilities which will affect performance of
the work, but which may not be shown on drawings or described within these
Specifications.
16000-1
1.07 CLEANUP
A, Maintain a continuous cleanup during the progress of the work and use
appointed storage areas for supplies, The premises shall be kept free from
accumulations of waste materials and rubbish.
1.0B CUTTING AND PATCHING
A, Cut and prepare all openings, chases and trenches required for the installation of
equipment and materials, Repair, remodel and finish in strict conformance with
the quality of workmanship and materials in the surroundings. Obtain written
permission from the Engineer for any alterations to structural members before
proceeding.
1.09 MAINTENANCE
A, Render all necessary measures to ensure complete protection and maintenance
of all systems, materials and equipment prior to final acceptance. Any materials
or equipment not properly maintained or protected to assure a factory new
condition at the time of final acceptance shall be replaced immediately at no
additional cost to the Owner,
1,10 WATERPROOFING
A. Whenever any work penetrates any waterproofing, seal and render the work
waterproof. All work shall be accomplished so as not to void or diminish any
waterproofing bond or guarantee,
1.11 TESTS
A, Conduct an operating test of equipment prior to the Engineer's approval. The
equipment shall be demonstrated to operate in accordance with the requirements
of these Specifications. The tests shall be performed in the presence of the
Engineer or an authorized representative. The Electrical Contractor shall furnish
all instruments, electricity and personnel required for the tests.
1,12 SUMMARY OF ELECTRICAL WORK
A. Provide all labor, materials, tools, supplies, equipment and temporary utilities to
complete the work shown on the drawings and specified herein. All systems are
to be completely installed and fully operational. Specifically the work includes, but
is not necessarily limited to:
1, Power and control raceways and wire,
2. Power service to the building.
3. Power distribution including panel, transformers, grounding, surge
protection, conduit and wire.
4, Temporary power as required.
16000-2
5, Grounding
7, Start-up testing and documentation
8. Provide and install main control panel including PLC and associated
conduit and wire,
9, Lightning Protection Package System
1.13 CODES AND STANDARDS
A. General Applicable provisions of the following codes and standards and other
codes and standards required by the State of Florida and local jurisdictions are
hereby imposed on a general basis for electrical work (in addition to specific
applications specified by individual work sections of these specifications):
1, U.L.: Electrical materials shall be approved by Underwriters' Laboratories,
Inc. This applies to materials which are covered by U,L. standards.
Factory applied labels are required.
2, National Electrical Code.
3, OSHA; Standards of the Occupational Safety and Health Administration
are to be complied with.
4, NEMA: National Electrical Manufacturers Association Standards are to
be met wherever standards have been established by that agency and
proof is specifically required with material submittals for switchboards,
motor control centers, panelboards, cable trays, motors, switches, circuit
breakers and fuses,
5. ANSI; America National Standards Institute
6. NESC: National Electrical Safety Code
1,14 ELECTRICAL TEMPORARY FACILITIES
A. The Electrical Contractor shall include in his bid the cost of furnishing, installing,
maintaining and removing all materials and equipment required to provide
temporary light and power to perform his work during construction and until work
is completed,
B. Safety
1. All reasonable safety requirements shall be observed to protect workers
and the public from shock and fire hazards. Ground fault interrupters
shall be employed in accordance with codes.
2. Ground wires are required in all circuits. Ground poles are required on all
outlets. All metallic cases shall be grounded.
16000-3
3. Raintight cabinets shall be used for all equipment employed in wet areas.
1.15 EXCAVATING FOR ELECTRICAL WORK
A, General
1, Excavation or drilling, backfill and repair of paving and grassing is to be in
the bid of the Electrical Contractor, The actual work need not be
performed by electrical trades, However, the Electrical Contractor is
responsible for all excavation, drilling, dewatering, backfilling, tamping
and repair of pavements and grassing required in support of electrical
work. All areas disturbed by electrical work shall be repaired to their
original condition, or as indicated on the drawings,
B, Coordination
1, The Electrical Contractor must check for existing utilities before
commencing any excavation or drilling.
2. Contract drawings and other trades are to be consulted to avoid
interferences with other utilities on this project.
3. In the event of damage to existing utilities, the Engineer shall be
immediately notified, and damage shall be immediately repaired,
4. The Owner is to be consulted to ascertain locations of existing
interferences by referring to "As Built" drawings and Owner's experience,
The excavations are to be scheduled at the Owner's convenience.
C. Precautions
1. The Electrical Contractor must take every reasonable precaution to avoid
interferences. In the vicinity of a suspected interference, excavations shall
be dug by hand.
1.16 ELECTRICAL SUBMITTALS
A. Submittals for Approval
1. Refer to Contract General Conditions for additional instructions on the
General Conditions and this Section, the more stringent requirements
shall apply.
2, Shop Drawings and manufacturer's data sheets are required for all
electrical materials,
3. Submittals will not be accepted for partial systems. Submit all materials
for each specification section at one time. Submittals must be arranged,
correlated, indexed and bound in orderly sets for ease of review.
16000-4
4. Samples are to be supplied for any substitute as requested by the
Engineer.
5. The following numbers of copies are required;
Shop drawings
Samples
Manufacturer's data
Certifications
Test reports
Warranties/Guarantees
6 sets
1 each
6 sets
6 sets
6 sets
6 sets
6, Submit shop drawings, manufacturer's data and certifications on all items
of electrical work prior to the time such equipment and materials are to be
ordered. Order no equipment or materials without approval from the
Engineer. Submittals will not be accepted for partial system submittals;
submit all data at one time. Submittals will be promptly returned,
approved, approved as noted, or not approved. Items "approved as
noted" must be changed to comply with the Engineer's comments and
need not be resubmitted for "approved" status. Items "not approved" are
not suitable, requiring complete new submittals.
7. Time delays caused by rejection of submittals are not cause for extra
charges to Owner or time extensions, Contractor shall be responsible for
investigating existing systems or shop drawings in order to fully integrate
the new equipment into the system. Adequate shop drawings mayor may
not exist for all existing systems.
B. Operation and Maintenance Manuals
1. Submit to the Engineer five (5) copies of all manufacturer's service
installation and operation manuals, instructions and bulletins. These
manuals shall be subject to review of the Engineer, If acceptable they
shall be forwarded to the Owner, If not acceptable they shall be returned
to the Contractor for revision and resubmittal. Manuals shall contain, but
not be limited to, the following:
a. Brief description of system and basic features.
b. Manufacturer's name and model number for all components in the
system.
c. List of local factory authorized service companies.
d. Operating instructions.
e. Maintenance instructions
f. Trouble shooting instructions
g. Manufacturer's literature describing each piece of equipment.
1 6000-5
h. Power and control wiring diagrams
i. Parts lists
1.17 ELECTRICAL PRODUCTS
A, Standards Products
1. Unless otherwise indicated in writing by the Engineer, the products to be
furnished under this Specification shall be the manufacturer's latest
design. Units of equipment and components of the same purpose and
rating shall be interchangeable throughout the project. All products shall
be newly manufactured. Defective equipment or equipment damaged in
the course of installation or test, shall be replaced or repaired in a manner
meeting with the approval of the Engineer at no additional expense to the
Owner.
B, Delivery, Storage and Handling
1. Deliver products to project properly identified with names, model
numbers, types, grades, compliance labels and similar information
needed for distinct identification; adequately packaged or protected to
prevent deterioration during shipment, storage and handling. Store in a
dry, well ventilated, indoor space, except where prepared and protected
by the manufacturer specifically for exterior instructions for storage
locations.
C. Substitutions
1, Comply with instructions in the Contract General Conditions and Special
Conditions and obtain pre-approval of the Engineer regarding
substitutions.
1,18 ELECTRICAL IDENTIFICATION
A. Color Coding Conductor colors shall be in accordance with the N.E.C. and NFPA
requirements. Refer also to applicable sections of these specifications. Three
phase feeder and branch circuits shall be identified as follows:
120/240
A - Black
B - Red
N - White
G - Green
480-3P 120/208-3P 120/240-3P
A - Black A - Black A - Brown
B - Red B - Red B - Orange
C - Blue C - Blue C - Yellow
G - Green N - White N - White
G - Green G - Green
B. Nameplates
1. The following items shall be equipped with nameplates: All motors, motor
starters, motor control centers, pushbutton stations, control panels, time
16000-6
switches, disconnect or relays in separate enclosures, receptacles, wall
switches, high voltage boxes and cabinets. All light switches and outlets
shali carry a phenolic plate with the supply identified. Special Electrical
systems shall be identified at junction and pull boxes, terminal cabinets
and equipment racks.
2. Nameplates shall adequately describe the function of the particular
equipment involved. Nameplates for panelboards and switchboards shall
include the panel designation, voltage and phase of the supply. For
example, "Panel A, 277/480V, 3-phawe, 4-wlre". The name of the
machine on the motor nameplates for a particular machine shall be the
same as the one used on all motor starters, disconnect and P.B. station
nameplates for that machine, Normal power nameplates shall be
laminated phenolic plastic, white front and back with black core, with
lettering etched through the outer covering; black engraved letters on
white background. Lettering shall be 3/16 inch high at pushbutton
stations, thermal overload switches, receptacles, wall switches and
similar devices, where the nameplate is attached to the device plate, At
all other locations, lettering shall be Y. inch high, unless otherwise
detailed on the Drawings, Nameplates shall be securely fastened to the
equipment with No, 4 Phillips, round-head, cadmium plated, steel self-
tapping screws or nickel-plated brass bolts. Motor nameplates may be
non-ferrous metal not less than 0,003 inch thick, die stamped, In lieu of
separate plastic nameplates, engraving directly on device plates is
acceptable. Engraved lettering shall be filled with contrasting enamel.
Equipment nameplate schedule for all equipment shall be submitted with
shop drawing submittal for Engineer's approval.
1.19 SKILLED ELECTRICAL CRAFTSMEN
A. Contractor shall employ and staff the project with skilled Craftsmen experienced
in the project requirements.
B, As a minimum, a Licensed Journeyman Electrician shall be present on the
project at all times,
C. Other skilled persons shall be present as the project requirements dictate
including manufacturers representatives, start-up technicians, Engineers, etc,
1.20 SCHEMATIC NATURE OF PLANS
A. Plan view depiction of equipment and locations are schematic in nature unless
otherwise detailed.
B, Contractor shall be responsible for coordinating with other trades in locating
equipment and raceways.
C. Contractor shall use manufacturer's shop drawings for laying out equipment.
END OF SECTION
16000-7
SECTION 16110
RACEWAYS
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Furnish and install complete raceway systems as shown on the Drawings and as
specified herein,
1.02 RELATED DOCUMENTS
Drawings and General Provisions of the Contract, including General
Supplementary Conditions, and Division 1 Specification Sections, apply to work
of th is Section.
1.03 RELATED WORK
A. Other Specification Sections related to work specified in this Section are as
follows:
1. Section 16000 - "Electrical General Provision"
2, Section 16120 - "Wires and Cables"
3, Section 16900 - "Submersible Pump Level Control Panel"
1.04 REQUIREMENTS, GENERAL
A. Except where otherwise shown on the Drawings, or hereinafter specified, all
exposed raceways shall be in rigid steel conduit.
B. Rigid steel conduit shall be used at all locations (underground and within
structures) as raceways for shielded process instrumentation wiring and shielded
control wiring except where otherwise shown on the Drawings.
C, Schedule 80 PVC shall be used underground where concrete encasement is not
called for. Where schedule 40 PVC is used, all elbows shall be hot-dipped
galvanized steel.
D. All conduit of a given type shall be product of one manufacturer.
E, Unless otherwise hereinafter specified or shown on the Drawings, all boxes shall
be metal.
F, Exposed boxes and fittings shall be cast or malleable iron.
G, Terminal boxes, junction boxes, pull boxes, etc" designated as NEMA-4, shall be
316 stainless steel, gasketed,
H. Cast iron boxes and fittings shall be used where shown on the Drawings.
16110-1
I. Liquid tight flexible metal conduit (between 18" and 3 feet in length) shall be used
for all motor terminations and other equipment where vibration is present. All
flexible conduits shall use a bonding wire unless a ground wire is included.
J. Flexible coupiings shall be used in hazardous locations for all motor terminations
and other equipment where vibration is present.
PART 2 - PRODUCTS
2.01 RIGID CONDUIT
A. Steel conduit shall be hot-dipped galvanized as manufactured by the
Youngstown Sheet and Tube Company, Allied Tube and Conduit Corporation,
Wheeling-Pittsburgh Steel Corporation, or approved equal.
B. PVC conduit used underground shall be rigid polyvinyl chloride type Schedule 80
as manufactured by Carlon, an Indian Head Company, Phillips Petroleum
Company, Triangle Pipe and Tube Company, Inc., or approved equal.
2.02 L1QUIDTIGHT, FLEXIBLE METAL CONDUIT, COUPLINGS AND FITTINGS
A. Liquidtight, flexible metal conduit shall be Sealtite, Type UA, Manufactured by the
Anaconda Metal Hose Division, Anaconda American Brass Company, American
Flexible Conduit Company, Inc., Universal Metal Hose Company, or approved
equal.
B. Fittings used with flexible conduit shall be of the screw-in type as manufactured
by the Thomas and Betts Company, Crouse-Hinds Company, or approved equal.
2.03 FLEXIBLE COUPLINGS
A. Flexible couplings shall be as manufactured by the Crouse-Hinds Com pany,
Appleton Electric Company, or approved equal.
2.04 BOXES AND FITTINGS
A. Terminal boxes, junction boxes, pull boxes, etc., shall be steel unless otherwise
shown on the Drawings. Boxes shall be galvanized and have continuously
welded seams. Welds shall be ground smooth and galvanized. Box bodies shall
be flanged and shall not have holes or knockouts. Box bodies shall not be less
than 14-gauge metal and covers shall not be less than 12-gauge metal. Covers
shall be gasketed and fastened with stainless steel screws. Boxes shall be as
manufactured by Hoffman Engineering Company or approved equal. NEMA-4
boxes shall be 316 stainless steel.
B. Cast iron boxes and fittings shall be galvanized with cast galvanized covers and
corrosion-proof screws as manufactured by the Killark Electric Company,
Crouse-Hinds Company, Appleton Electric Company, or approved equal.
16110-2
C. Cast aluminum boxes and fittings shall be copper-free aluminum with cast
aluminum covers and corrosion-proof screws as manufactured by the Killark
Electric Company, Crouse-Hinds Company, Appleton Electric Company, or
approved equal.
D. Steel elbows and couplings shall be hot-dipped galvanized. An extra 40 mil PVC
protective coating shall be provided when used with PVC coated steel conduit.
Joints shall be tapped.
E. Conduit hubs shall be as manufactured by Meyers Electric Products, Inc., Raco
Division, Appleton Electric Company, or approved equal.
PART 3 EXECUTION
3.01 INSTALLATION
A. No conduit smaller than 3/4 inch eiectrical trade size shall be used, nor shall any
have more than four (4) 90 degree bends in anyone run. Pull boxes shall be
provided as required or directed. Minimum size in floor slabs shall be 3/4 inch.
B. An equipment grounding conductor sized per article 250-95 of the N.E.C. shall be
installed in every raceway whether or not shown on the Drawings.
C. All underground conduit shall be buried at least 24 inches beiow grade. All joints
shall be sealed with plastic tape.
D. A three (3) inch wide plastic warning tape, yellow with black stenciled letters,
"CAUTION - CAUTION - CAUTION - ELECTRICAL LINE BURIED BELOW"
shall be installed at least 18 inches above, and along the entire length of all
underground conduit.
E. No wire shall be pulled until the conduit system is complete in all details.
F. The ends of all conduits shall be tightly plugged to exclude dust and moisture
while under construction.
G. Conduit supports shall be spaced at intervals of eight (8) feet or less, as required
to obtain rigid construction.
H. Single conduits shall be supported by means of one-hole pipe clamps in
combination with one-screw back plates, to raise conduits from the surface.
I. All conduits on exposed work shall be run at right angles to and parallel with the
surrounding structures. No diagonal runs will be allowed. Bends in parallel
conduit runs shall be concentric. All conduits shall be run perfectly straight and
true.
J. No unbroken run shall exceed 500 feet in length. This length shall be reduced by
75 feet for each 90-degree elbow.
16110-3
K. Conduit terminating in pressed steel boxes shall have double locknuts and
insulated bushings.
L. Conduit terminating in gasketed enclosures shall be terminated with conduit
hubs.
M. The ends of all conduits terminating in panels and cabinets, shall be filled with
closed cell foam. Filling shall be done after the cable has been pulled in order to
prevent moisture in the terminating enclosure.
N. Conduit stub outs for future construction shall be provided with threaded PVC
end caps at each end.
O. Galvanized steel conduit entering structures below grade, shall be terminated
with grounding type bushings and connected to a 5/8"x10' ground rod with a #6
bare copper wire.
P. Exposed outside branch circuits shall be installed in galvanized steel conduits.
Underground circuits shall be installed directly to the respective control cabinet,
panels, etc. Splices shall not be made in above or below grade pull boxes
without prior approval.
Q. All field cut threads on galvanized steel conduit shall be cleaned and painted with
zinc-rich paint before installing.
END OF SECTION
16110-4
SECTION 16120
WIRES AND CABLES
PART1 GENERAL
1.01 WORK INCLUDED
A. Furnish, install and test all wire, cable, and appurtenances as shown on the
Drawings and as hereinafter specified.
1.02 RELATED DOCUMENTS
A. Drawings and General Provisions of the Contract, including General and
Supplementary Conditions, and Division Specification Sections, apply to work of
this Section.
1 .03 RELATED WORK
A. Other Specification Sections related to work specified in this Section are as
follows:
1. Section 16000 - "Electrical General Provisions"
2. Section 16110 - "Raceways"
3. Section 16900 - "Submersible Pump Level Control Panel"
1.04 REQUiREMENTS, GENERAL
A. Wire for lighting and receptacle circuits above grade shall be Type THWN. All
underground circuits shall be XHHW.
B. Wire for power and motor circuits shall be Type XHHW, stranded.
C. Single conductor wire for control, indication and metering shall be Type XHHW
No. 14 AWG, stranded.
D. Multi-conductor control cable shall be No. 14 AWG, stranded.
E. Wire for process instrumentation shall be shielded pairs or shielded triads, No. 16
AWG, stranded, as noted on the Drawings.
F. Except for control and signal leads, no conductor smaller than No. 12 AWG shall
be used.
1.05 SUBMITTALS
A. Samples of proposed wire and cable shall be submitted for approval. Each
sample shall have the size, type of insulation and voltage stenciled on the jacket.
B. Approved samples will be sent to the project location for comparison by the
Engineer with the wire actually installed.
16120-1
C. Installed, unapproved wire shall be removed and replaced at no additional cost to
the Owner.
PART 2 PRODUCTS
2.01 MATERIALS
A. All wires and cables shall be of annealed, 98 percent conductivity, soft drawn
copper conductors.
B. All conductors No.8 AWG and larger shall be stranded.
C. Type XHHW shall be cross-linked polyethylene (XLP); as manufactured by the
Hi-Tech Company, Rome Cable Corporation, The Okonite Company, or
approved equal.
D. Type THWN shall be manufactured by the Hi-Tech Company, Rome Cable
Corporation, The Okonite Company or approved equal.
E. Process instrumentation wire shall be twisted pair, 600 volt, PVC or polyethylene
insulated, aluminum/polyester tape shielded polyvinyl chloride jacketed, type
"TC" as manufactured by the American Insulated Wire Company, Belden
Corporation, "Beldfoil", or approved equal. Multi-conductor cables with
individually shielded twisted pairs shall be installed where indicated.
F. Multi-conductor control cable shall be stranded, 600 volt, cross-linked "XLP"
insulated, polyvinyl chloride jacketed, type "TC" as manufactured by the
American Insulated Wire Company, Rome Cable Corporation type CT-B, or
approved equal.
PART 3 EXECUTION
3.01 INSTALLATION
A. All conductors shall be carefully handled to avoid kinks or damage to insulation.
B. Lubrications shall be used to facilitate wire pulling. Lubricants shall be U.L. listed
for use with the insulation specified.
C. Shielded instrumentation wire shall be installed from terminal to terminal with no
splicing at any intermediate point.
D. Shielded instrumentation wire shall be installed in rigid steel conduit.
Instrumentation cables shall be separated from control cables in pullboxes.
E. Shielding on instrumentation wire shall be grounded at the transmitter end only,
as directed by the supplier of the instrumentation equipment.
16120-2
F. Wire and cable connections to terminals, splices, and taps shall be made with
compression connectors. Connections of insulated conductors shall be insulated
and covered. All connections shall be made using materials and installation
methods in accordance with instructions and recommendations of the
manufacturer of the particular item of wire and cable. The conductivity of all
completed connections shall be not less than that of the uncut conductor. The
insulation resistance of all completed connections of insulated conductors shall
be not less than that of the uncut conductor.
G. All wire and cable shall be continuous and without splices between points of
connection to equipment terminals, except a splice will be permitted by the
Engineer if the length required between the points of connection exceeds the
greatest standard shipping length available from the manufacturer specified or
approved by the Engineer as the manufacturer of the particular item of wire and
cable.
H. Steel fish tapes and or steel-pulling cables shall not be used in PVC conduit runs.
3.02 TESTS
A. All 600-volt wire insulation shall be tested with a megohm meter after installation.
Tests shall be made at not less than 1,000 VDC.
END OF SECTION
16120-3
SECTION 16131
OUTLET, PULL, AND JUNCTION BOXES
PART 1 GENERAL
1.01 SUMMARY
A. Related Sections:
1. 09900 - Painting.
2. 16110- Raceways and Conduits.
1.02 SYSTEM DESCRIPTION
A. Performance Requirements:
1. Materials shall bear Underwriters Laboratories (UL) labels.
2. Box size shall comply with NEC for number and size of conductors in boxes.
3. Box size shall comply with NEC for number and size of conduits entering and
exiting each box.
1.03 SUBMITTALS
A. Submit manufacturer's literature and technical data before starting work.
PART 2 PRODUCTS
2.01 EQUIPMENT
A. Outlet Boxes:
1. Provide outlet boxes at required locations, where shown on the drawings, and as
specified.
a. Fixture studs shall be securely fastened in an acceptable manner.
b. Plaster covers shall have depths suitable to the finish being applied to the
walls.
c. Sheet steei boxes shall be properly drilled and tapped.
d. There shall be not more holes in any of the outlet boxes than are required for
the entering conduits.
e. Depth of boxes shall allow for easy wire pulling and proper installation of
wiring devices.
2. Outlet boxes shall be hot dip galvanized steel or rust resistant malleable iron
alloy and conform to Fed. Spec. WC-583 and ANSI-C33.65.
3. Outlet Boxes shall be as follows:
a. For Ceiling and Wall Bracket Outlets on Exposed Conduit in Dry Locations:
1) 4 inch octagon sheet steel box with 3/8" fixture stud.
b. For Surface Mounted Wall Bracket Fixtures with Concealed Conduit:
1) 4 inch square sheet box with round opening plaster cover and 3/8"
fixture stud.
c. For Wall Bracket Outlets on Exposed Conduit at Damp or Wet Locations:
1) 4 inch cast iron.
d. For Switches and Receptacles on Exposed Exterior Conduit Work:
16131 - 1
1) Type FS or FD conduit.
4. Wet/Damp Locations:
a. Provide gasketed, weathertight, screw covers, code gage galvanized steel
pull boxes with weatherproof conduit hubs equivalent to Myers Scru-Hub for
pull boxes with multiple conduit entries.
b. Provide cast metal hub type, dipped in rust inhibitor and with gaskets for
individual conduit runs.
5. Extension Rings: Do not use to increase the volume of boxes, except where
necessary due to multiple conduit run conflicts.
a. Where such conftlcts occur, an extension ring may be allowed for changes in
direction of conduit to make necessary clearances.
1) Not more than one extension ring may be used for each box where
necessary .
B. Pull and Junction Boxes:
1. Where indicated in the plans and specifications or where necessary for compliance
with code requirements for cable installation, install junction and pull boxes of the
proper size for conduits over 1 inch trade size. Pull and junction boxes shall be of
adequate size to accommodate installation of conductors without excessive bending
of conductors that could damage insulation.
2. Pull and junction boxes shall conform to Fed. Spec. WJ-800 and be of all steel
construction, spot or seam welded at joints, and hot dip galvanized after fabrication.
3. Boxes shall be drip proof with screw attached covers. Each box shall have a turned-
in lip welded at joint to develop full strength. Lip shall be drilled and tapped for 1/8" or
3/16" round head screws, symmetrically placed. To provide adequate length of
thread, nuts shall be tack welded on inside of lip, or lip shall be made double
thickness.
4. Pull and junction boxes shall be sufficiently rigid to withstand moderate twisting
strains. Steel boxes shall comply with the following:
a. 100 cubic inches or less shall be of No. 14 gage steel;
b. Between 101 and 8500 cubic inches shall be No. 12 gage steel;
c. Larger boxes shall be No.1 0 gage steel.
d. Barriers and reinforcing angles shall be supplied as required.
PART 3 EXECUTION
3.01 INSPECTION
A. Do not proceed with the work or this section until conditions detrimental to the proper and
timely completion of the work have been corrected in an acceptable manner.
3.02 INSTALLATION
A. Locations of outlets on electrical drawings are approximate only.
1. Do not scale drawings.
2. Consult architectural plans, sections, elevations, and details for exact locations of
outlets and equipment.
B. Determine the proper position of outlets and receptacles. Relocate any outlet or
receptacle without additional cost to the Owner if improperly located.
16131 - 2
C. The AlE reserves the right to change the location of any outlet, apparatus, or equipment
up to the time of roughing in without additional cost to the Board, provided conduit runs
are not substantially increased.
D. Fasten and secure boxes to the building structure independent of the conduit.
E. Boxes and supports shall be fastened as follows:
1. To concrete: Bolts and expansion shields.
2. To hollow masonry: Toggle bolts, or bolts and expansion shields.
3. To steel work: Machine screws or welded studs.
4. Explosive charge setting devices are not allowed.
F. Recessed wall outlets shall be flush with the wall surface. Install box in wall with cover to
allow block or wall surface to fit tight against lip of cover.
G. Where shown together on the plans, switches shall be ganged in 1 outlet.
1. Switches and receptacles shall be ganged together only where plans specifically
indicate such combinations.
H. Outlets for duplex receptacles shall be arranged for vertical mounting of the receptacles
except as specifically indicated on plans.
I. Barriers shall be provided as necessary to isolate voltage classes.
J. Under no circumstances shall outlet boxes for adjoining spaces be placed back to back in
partition walls.
K. Circuit breakers and switches shall not be grouped or ganged in outlet boxes unless they
can be arranged where the voltage between exposed live metal parts of adjacent switc-
hes does not exceed 300 volts. Provide barriers between 120 and 277 volt switches
where ganged together.
L. Unless noted, specified, or directed otherwise, wall outlets shall be centered above
finished floor as follows:
1. Utility outlets 18 inches to bottom of box.
2. Switch outlets 46 inches to bottom of box.
3. Special purpose outlets as directed.
M. Pull and junction boxes shall be provided at locations required to reduce length of cable
pull or reduce number of elbows between outlets.
N. Provide blank covers for outlet boxes when devices or wiring has been removed or not
installed.
O. Paint exposed boxes to match the color of the wall to which they are mounted.
P. Where several feeders pass through a common pull box, tag each feeder to clearly
indicate electrical characteristics, circuit number, and panel designation.
END OF SECTION
16131 - 3
PART 1
1.01
A.
1.02
A.
1.03
A.
SECTION 16140
WIRING DEVICES
GENERAL
SUMMARY
Related Sections:
1. Division 16 - Electrical.
SUBMITTALS
Submit properly identified manufacturer's literature and data before starting work.
QUALITY ASSURANCE
Comply with the following:
1. Convenience outlets installed within 2 feet of water supplies, and wet locations shall
have a ground fault circuit interrupt (GFI) protection device.
2. Where outdoor outlets are provided with direct grade level access, they shall be
weather proof outdoor GFI.
3. Use of isolated ground receptacles is prohibited.
4. Outlets, switches, and boxes located adjacent to cooling towers or in other corrosive
environments shall be rated NEMA 4X.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Wiring devices shall be as manufactured by Hubbell, Bryant, Leviton, or Pass and
Seymour.
2.02 COMPONENTS
A. Wiring Devices: Comply with NEMA Wd6 and NEC (NFPA 70).
1. Switches:
a. Conform to Fed. Spec. W-S-896E, specification grade, quiet type.
b. Rated at 20 amps, 277 volts AC, horsepower rated for 1 HP at 120 volts.
c. Provide for back or side wiring.
d. Key type switches shall be keyed identically.
e. Flammable Storage Rooms: Use explosion proof switches.
f. Manufacturers: Hubbell 1221 Series or accepted equivalent by Bryant,
Leviton, or Pass and Seymour.
2. Duplex Convenience Receptacles:
a. Conform to NEMA 5-20R as applicable, be of specification grade, back
and side wired, U-slotted grounding type, 3-wire, rated 20 amp, 125 volts
AC.
b. Double Duplex: Consist of 2 receptacles under a common plate. Single
receptacles shall be similar to duplex receptacles.
16140 - 1
c. Manufacturers: Hubbell 5362 Series or accepted equivalent by Bryant,
Leviton, or Pass and Seymour.
3. Ground Fault Receptacles:
a. NEMA 5-20R type, rated at20 amps, 120 volts with 5~ 1 mA trip threshold,
and UL nominal trip time 0.025 sec.
b. Manufacturers:
1) Hubbell GF5362, Pass and Seymour 2091-FI feed thru type, or
accepted equivalent by Bryant or Leviton.
4. Special Purposes Receptacles: Conform to NEMA 5-20R, of specification grade,
back or side wired. Provide ratings and type as indicated on Drawings.
5. Dimmers for incandescent lighting, when not remote controlled, shall be solid state
type, UL Listed. Dimmers shall be rated to control indicated load.
a. Manufacturers: Hubbell Preset Slide Control or accepted equivalent by
Bryant, Leviton, or Pass and Seymour.
6. Wiring devices shall be ivory color unless noted otherwise.
B. Cover Plates:
1. Impact resistant nylon. Color as seiected by A/E. Plate design shall be smooth
without ornamentation.
2. Underwriters Laboratories (UL) requirements:
a. Metallic Outlet Boxes: UL 514A.
b. Non-metallic Outlet Boxes: UL 514C.
3. Provide ganged switches to a maximum of three. If more are required on
Drawings, provide in multiples of two or three.
4. Provide weatherproof receptacles with cast aluminum, spring loaded dock-type
gasketed wet location cover.
PART 3 EXECUTION
3.01 EXAMINATION
A. Do not proceed with the work of this section until conditions detrimental to the
proper and timely completion of the work have been corrected in an acceptable
manner.
3.02 INSTALLATION
A. Install wiring devices according to manufacturer's recommendations.
B. Verify location of wiring devices before rough-in of outlet boxes and conduit with
Architectural Drawings for door swings and furniture details. Duplex receptacles in
finished areas shall be vertically mounted.
C. Boxes mounted back-to-back are not allowed.
D. Install devices tightly within box with screws provided. Do not rely upon plate for
device alignment and support to assure devices are grounded to box. In
receptacles, use self-grounding screws, separate ground conductor or bond wire to
box.
END OF SECTION
16140 - 2
SECTION 16470
PANELBOARDS
PART 1
GENERAL
1.01 SUMMARY
A. Section Includes: Panel boards including necessary accessories.
B. Related Sections:
1. 09900 - Painting.
2. 16120 - Wire and Cable.
1.02 SYSTEM DESCRIPTION
A. Performance Requirements: Materials to bear Underwriter Laboratories (UL)
iabels. Panelboards used as service entrance equipment shall be so iabeled.
B. Panelboards shall conform to Fed. Spec. W-P-115c, NEMA PB1, UL67.
1.03 SUBMITTALS
A. Submit manufacturer's literature and technical data before commencing work.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Panelboards: General Electric, I.T.E., Square D or Westinghouse.
2.02 EQUIPMENT
A. Panelboards:
1. All interiors shall be completely factory assembled. They shall be so
designed that switching and protective devices can be replaced without
disturbing adjacent units and without removing the main bus connectors, so
that circuits may be changed without machining, drilling or tapping.
2. Branch circuits shall be arranged using double row construction except when
narrow column panels are indicated. A nameplate shall be provided listing
panel type and ratings. All circuit breakers shall be bolt-on type.
3. Unless otherwise noted, full size insulated neutral bars shall be included.
Bus bar taps for panels with single pole branches shall be arranged for
sequence phasing of the branch circuit devices. Neutral bussing shall have a
suitable lug for each outgoing feeder requiring a neutral connection. (A
ground bus shall be included in all panels.)
16470 -1
B. Boxes and Trim:
1. Boxes shall be at least 20 inches wide made from code gage galvanized
sheet steel. Provide minimum gutter space in accordance with National
Electric Code. Where feeder cables supplying the mains of a panel are
carried through its box to supply other electrical equipment, the box shall be
sized to include the additional required wiring space. At least four interior
mounting studs with adjustable nuts shall be provided.
2. Switching device handles shall be accessible. Doors and panelboard trims
shall not uncover any live parts. Doors shall have flush chrome plated
handle with cylinder lock and catch except doors over 48 inches in height
shall have auxiliary fasteners top and bottom of door in addition to the flush
type cylinder lock and catch. Panelboard switching devices with individual
dead front doors shall be acceptable in lieu of standard door in trim design.
Panelboard trim clamps shall be of the indicating type.
3. Door hinges shall be concealed. All locks shall be keyed alike; directory
frame and card having a transparent cover shall be furnished with each
door.
4. All exterior and interior steel surfaces of the trim shall be properly cleaned,
primed with rust inhibiting phosphatized coating and finished with
manufacturer's standard gray paint. Trims for flush panels shall overiap the
box for at least 3/4 inch all around. Surface trims shall have the same width
and height as the box. Trims shall be mountable by a screwdriver without
the need for special tools. After installation, trim clamps shall not be
accessible when the panel door is closed and locked.
5. Panelboards exposed to the weather shall have NEMA type 3R rain tight
enclosure.
C. Electrical Components:
1. All main bus bars shall be copper sized in accordance with UL standards to
limit the temperature rise on any current carrying part to a maximum of 50
degrees C. above an ambient of 40 degrees C. maximum. Provide main
circuit breakers, main lugs or sub-feed lugs as required.
2. Lighting and power panels for use at 120/208 volts, 225 Amp, ac maximum
shall incorporate circuit breakers as shown rated at 1 OK A.I.C. symmetrical
at 240 volts unless otherwise indicated. They shall be Westinghouse Type
B 1 OB or approved equal by Square D with pole and trip ratings as indicated.
3. Panels for use at 120/208 volts shall be U L listed with integrated assembly
rating of 22K A.I.C. where shown and shall be Westinghouse Type Q22B or
approved equal by Square D.
4. Panels tested and listed in accordance with UL 67 and bearing an integrated
short circuit rating shall be acceptable where system designs call for short
circuit ratings of 22,000 A.I.C. or 100,000 A.I.C. at 240 volts or 480 volts.
5. Any two singie pole circuit breaker shall be replaceable by one two-pole
circuit breaker and any three single-poie shall be replaceable by a three-pole
circuit breaker.
6. Where new circuit breakers are specified to be installed within existing
panelboards, they shall be compatible in terms of manufacturer and type.
7. Distribution panelboards (400 amperes and over) shall be provided with
molded case circuit breakers tested and labeled per UL 489.
8. Breakers 100 ampere through 400 ampere frame sizes shall be thermal-
16470 - 2
magnetic trip with inverse time current characteristics, unless otherwise
noted.
9. Provide ground fault circuit interruptor circuit breakers where indicated.
10. Emergency Panelboards Identification: Paint door red and stencil in one
inch high letters, in yellow, the words "EMERGENCY PANEL" in addition to
appropriate individual panel identification as shown on drawings.
PART 3
EXECUTION
3.01 INSPECTION
A. Do not proceed with the work of this section until conditions detrimental to the
proper and timely completion of the work have been corrected in an acceptable
manner.
3.02 INSTALLATION
A. Install in accordance with manufacturer's recommendations and in accordance with
applicable codes and regulations.
B. Panelboards shall be installed where indicated and with top of cabinet 6 feet 6
inches above floor, and shall be rigidly and securely attached to building
construction and shall not depend upon conduit for support. Allow at least 1/2 inch
air space behind all wall mounted panelboards.
C. Install panelboards in accordance with manufacturer's recommended data. Maintain
clearances required by the National Electric Code, with particular attention to
working space about panel boards. Maintain clear space above panelboards,
coordinate with other trades to avoid placement of panelboards below piping,
ductwork or other foreign appurtenances. Relocate panels at no additional cost
should such interferences occur.
D. All panel boards shall be supplied with phenolic nameplate one by three inches on
exterior of panels and engraved with panel designation and voltage rating. All
lighting and power panel boards shall be provided with a clear plastic enclosed
typewritten directory inside. Circuit identification shall include load type (lighting,
receptacles, etc.) and room(s) served.
E. Where flush type panelboards are indicated, provide one 3/4 inch empty conduit
terminated in accessible ceiling above for each three spare circuit breakers provided
in the panelboard.
F. Install circuit breakers in existing panelboards in accordance with manufacturer's
recommendation. Verify tightness of all connections including mains. Identify new
circuits on the panel directory; if none exists provide one.
G. Clean and touch up panelboard as required at completion of the project.
END OF SECTION
16470 - 3
SECTION 16601
CONNECTION OF MECHANICAL EQUIPMENT
PART 1
GENERAL
1.01
The Contractor is cautioned to note carefully other sections of these specifications
describing electrical equipment to be furnished under those sections in order that
helshe may fully understand the wiring requirements.
PART 2 - PRODUCTS
2.01 See other applicable sections for materials and wiring.
PART 3 - EXECUTION
3.01 The Contractor shall furnish and install all wiring including (1) equipment control
wiring; and (2) interlock wiring. The Contractor shall furnish and install all power
wiring complete from power source to motor or equipment junction box, including
power wiring through starters. Contractor shall install all starters not factory
mounted on equipment.
3.02 All power wiring and feeders for mechanical equipment shall be furnished and
installed by the Contractor. Motor control wiring, except as noted herein, shall be
furnished and installed by this Contractor. Safety or disconnect switches where
indicated or required, shall be furnished and installed by this Contractor.
END OF SECTION
16601-1
SECTION 16900
SUBMERSIBLE PUMP LEVEL CONTROL PANEL
PART 1 GENERAL
1.01 WORK INCLUDED
A. Install and field test the level control system.
1 .02 RELATED DOCUMENTS
A. Drawings and General Provisions of the Contract, including General and
Supplementary Conditions, and Division 1 Specification Sections, apply to work
of this Section.
1 .03 RELATED WORK
A. Other Specification Sections related to work specified in this Section are as
follows:
1. Section 11311 - "Pumps, General"
2. Section 16000 - "Electrical General Provisions"
4. Section 16110 - "Raceways"
5. Section 16120 - "Wires and Cables'
PART 2 PRODUCTS
2.01 CONTROL PANELS
A. The Control Panel shall be designed and built as an integrated, pre-wired
equipment. It shall control the operation of two pumps, based on the level in the
wet well.
B. The control panel shall include, but not be limited to, the following: (see
Drawings for more details)
1. Nema 4X Type 316 Stainless Steel enclosure
2. All hardware shall be stainless steel
3. Main and generator circuit breakers (service equipment rated)
4. Motor starters (controllers)
5. Level indicator
6. Auxiliary circuit breakers
7. Fuses
8. Lighting protectors
9. Phase detector
10. Control power transformer
11. Pilot lamps
12. Elapsed time hour meters for each pump
13. Elapsed time hour meter to total when two pumps run simultaneously
14. Alternator
16900-1
15. Hand switches
16. Relays
17. Terminal strips
18. Wire gutters
19. Alarm bell and light
20. Generator Outlet
21. Indicator lamp test pushbutton or push to test lamps
22. Float control with momentary override switches for testing
23. Plus all other devices shown on the plans
24. Intrinsically safe barriers for float switches
25. 120V to 24V transformer
The above equipment shall be properly sized. See Drawings for electrical load
requirements.
C. Circuit breakers shall be thermal magnetic, molded case, Square D, type FA, or
approved equal.
D. Motor controllers shall be sized as indicated on the Plans, with overloads to
match the supplied motors. Two sets of N.O./N.C. spare contacts shall be
provided in the sewage pump starter. Motor controllers to be Square D, Cutler
Hammer or equal.
E. All external wiring shall terminate in a terminal block, Square D type G class
9080, or approved equal.
F. Relays shall be socket-mounted for ease of replacement, Square D type K class
8501, or approved equal.
G. Lamps, push buttons and switches shall be heavy duty oiltight/watertight, Square
D, type K class 9001, or approved equal.
H. Elapsed time meters shall be provided to indicate total running time of each
sewage pump and both pumps simultaneously in "hours" and "tenths of hours".
Meters shall be Eagle Signal Series HK or approved equal.
I. The duplex level control panel shall be by QCI or approved equal.
2.02 SUSPENDED FLOAT SWITCHES
A. Level switches of the direct acting float-operated design shall be comprised of a
sealed, approximately 5-inch diameter plastic casing float, containing mercury
switches and flexibly supported by means of a heavy neoprene or PVC jacket,
with three-conductor cable a minimum of 20 feet in length. Unless otherwise
specified, media specific gravity is 0.95 to capacity. Float hangers and supports
shall be provided as shown on the installation detail drawings. Float switches
shall be as manufactured by Flygt or approved equal.
B. Mercury Float Switch shall have molybdenum contacts sealed in a double-walled
float of plastic material resistant to inorganic salt solutions, alkalis and mineral
acids.
16900-2
1. The Electrical Cable shall be PVC type STO #18 conductors. Length
shall be field verified.
2. Switch shall be Anchor Scientific or approved equal.
2.03 LIGHTNING AND SURGE SUPPRESSIONS
A. Lightning Arrestor shall be a 3-pole, 650 volt thyrite secondary arrestor approved
for use in U.L. approved panels. Lightning Protection shall be an Innovative
Technology model AP-2 77 1480 or approved equal.
B. Surge Capacitor shall be a 3-pole, 650 volt, 1.0 mfd., capacitor approved for use
in U.L. approved panels. It shall be a DEL TA-CA603, or approved equal.
C. Provide separate NEMA-4X 316 stainless steel enclosure if above lightning and
surge equipment are not installed in control panel.
END OF SECTION
16900-3
Ii
l "lI!'!
.. ~. In
.1I,!!hili
I' r I
i 1'1
n I ~ :
Q i I i!5
,f . ~ 0 I "
8/ .].8 .z-~~ "<I.,
OJ.,, ' .~ H~ II'!
76 . H Iii: -,!i'
. .... o::.Jl8 8 ~ E
!@
Ii!
hi
o.
mi
~f~g
~<.
'1.0 ~~.
~!! il' ~)~~~: //1/
\ o(--"-~ /'....... ,," I ~~
. ~~ .",~....::!.
ill ~ ~ (jl! >"N
!,,' .~
, cW
{;;;j ~~ d.
1iig~
o
u
~
.
.
o
.
"
o
o
'1"-
.
.0
,..
11;1
b
,
);'
,
!! l II!. Ii
!HII ! il
III!!! lill'll;
l~ Ii !! i 'I'
III ~! ~I 111111
<
~
~
\11
".
"
"
ADDENDUM
TIGERTAIL BEACH RESTROOM & BOARDWALKS
This Addendum contains mandatory modifications to the Contract Documents
and shall be made part thereof.
Drawings:
A-1.0 Site Plan is revised and re-issued illustrating alternate bid location
of Restroom Facility and revision to Construction Sequence Note
#2.
A2.1 Aluminum Louvers, add note; Aluminum louvers shall be extruded
impact-rated units, prefinished Kynar 500 or approved equal, white
color, with rernovable insect screens.
C-1 Delete all references to NIC, revised drawing attached. All work
illustrated on the drawings including trenching, utilities, restroom,
etc., is included in the contract.
C-2 Delete all references to NIC, revised drawing attached. All work
illustrated on the drawings including trenching, utilities, restroom,
etc., is included in the contract.
S-5,6 Details; Delete reference to plastic handrails and provide
prefinished aluminum handrails as specified in section 06100.
P1.1. Shower head and piping shall be securely fastened to the wall with
six equally spaced stainless steel brackets and s.s. tapcon
fasteners.
E-1 Electrical Plan; Provide "Code-Blue" Emergency Call Box complete
with concealed conduits, wiring, recessed j-box, accessories and
power connections. Refer to sheet A 1.1 for location. Provide
additional concealed conduit, pull-string, and recessed j-box for
telephone wire. Installation of telephone service will be coordinated
by the Contractor. Telephone connection fees will be paid the
Owner. Provide recessed j-box with flush cover plate and
concealed conduit in ceiling for future camera. Field verify locations
onsite with Owners representative prior to installation"
E-2 Panel RP1; Circuit #4 shall be designated for the "Code-Blue"
Emergency Call Box noted above. Circuit #5 shall power a duplex
GFI convenience outlet cornplete with concealed conduit, wiring,
and corrosion-resistant hinged metal weatherproof cover, location
at building to be determined onsite by Owners representative prior
to rough-in work.
Specifications:
01030
01110
02230
07552
Alternates: Revise Schedule to include Alternate # 7, Alternate
Restroom location as illustrated on attached sheet A 1.0. Alternate
bid #7 shall include connections to utilities, trenching, connections,
and all work related to alternate location.
Summary of Work: Add the following requirement: "Work in the
contract includes but is not limited to sitework, utilities, building
construction, plumbing, electrical work, accessories, connections,
etc. required for a complete an proper installation of the work
illustrated on the drawings, specified in the project manual, and
indicated in the Contract Documents."
Site Clearing: The following requirements apply to the new dune
walkover only, and do not apply to the replacement boardwalks:
"The Contractor shall clear only as necessary up to a maximum 10-
ft. wide path along the alignment of the proposed walkover.
Clearing shall allow the movement of the contractor's equipment for
the installation of the piles, and the movement of the construction
materials along the boardwalk. The permit anticipates the
contractor's sequence of work as follows:
1. The contractor would field mark the boardwalk path,
minimizing the removal of large trees to the greatest extent.
2. The path would be approved by the FDEP field representative.
3. The contractor would cut his path from the parking lot, working
towards the beach.
4. The Contractor would then begin the installation of the piles.
5. The Contractor would begin the installation of the cross
members.
6. As the most beach ward end of the boardwalk is completed,
the contractor would retreat toward the parking lot, as each
section is completed."
SBS Modified Bitumen Roof; Add "GAF Materials Corporation
Specification N-3-1-MGPFR is an approved equal system"
The attached Index and Specification sections are made part of the Contract
Documents:
02151
02201
02221
02223
02535
03200
03480
05120
05500
07100
07920
09820
11311
15000
15064
15100
15105
15109
16000
16110
16120
16131
16140
16470
16601
16900
Appendices
Shoring and Bracing of Excavations
Earthwork for Utility Structures
Trenching, Bedding, and Backfill for Pipe
Excavation Below Normal Grade and Gravel Refill
Force Main Transmission Systems
Concrete Reinforcement
Precast Concrete Specialties
Structural Steel
Metal Fabrications
Waterproofing, Dampproofing, and Caulking
Sealants
Cementations Coatings
Submersible Wastewater Purnps
Piping, General
Polyvinyl Chloride (PVC) Pipe and Fittings
Valves, General
Check Valves
Plug Valves
Electrical General Requirements
Raceways
Wires and Cables
Outlet, Pull, and Junction Boxes
Wiring Devices
Panel boards
Connection of Mechanical Equipment
Submersible Pump Level Control Panel
Appendix A Piling size clarification; "Drawings in the FDEP permit illustrate the
6" piling in accordance with the proposed piling design for the new
dune walkover. These drawings are included in the FDEP plans
and therefore incorporated into the FDEP perrnit."
Appendix D Attached Collier County Vertical Standards are made part of the
Contract Documents.
END OF ADDENDUM
,
o
u
z
~ s ! ~~ !
."1 .1 ,
llilj!II"1
11I11111I~I'!:lin,
~ ,I 11 I
~ ~ it
~
-\ \
I
\ '\
'''\'
"
'"
,
NONJ\'
",,'~
I 990g \
I, 'I \
~.,.aN..J_\~ >
~ ~~~{:i( '?'- .
., a;~daN..J1~ \
\c~~! \p \
\ \~,
\ 11,;\\
SIanl\NaJ~
It CO't)(f'-'
r9Q~ \ _ ~
o I ',,;r, \
\ '. ,
\\, \.
:ls/(!nl~N llN.i
\ 6~~~\
II
\
..
\
\
,
I
i
..
~
\
I
u
u
r
I
I
,
1\
"1\ ~f\
~I
,I ~!
:lSmntoNJ, \
,'''', , f
",,,:;,,,J IUI
I ~t-El I
;"" I ~ d
N Wl~~,~~~
"]N N"l". 1 :lSl(!'~"'J; aN)
-\~'\, I,
\ \ I
\ \ \ I
, ,
, II I
- \i3 \
~IoISd 1"31'1,."1".1 :lS!'l'1~"'9a;;~ \
\ 2sa~
\ \
, \
- 9gStWSd l'o]N IN", \ '1\
.l:JsrO'fjljdO
\ (-l
::JSII]'11",.U
~ ro'
:JSla
,
o
~
u
o
1
!
,.
U W I
~ ~"'
m w9
~ ~~
"~ !
;::"'ffi
~ 0:: 00 OJ
! i ~ ~ 8
~
~
ci
~
:]':;
1,~
l;
lki
! ~
r
'0
,0
1
'I'
u
o
U
I
I
I
v
1".
i ~'i
I !l
! I
I
,
,
,
o
o
.
~
~~
z.
00
~z
~~
U _
ZU
c;cr:r-
~b~
~~r-
~wz
m '0
::.ffiu
~-w
='t::I
:x:='f-
.~z
o~-
~00
::J~~
~Z~
"Ud
~ffiz
~~iQ
...
c
\
\
,
,
U
<
z
u~
~ i e:: 0-
,,~ . i:;;"
- : ::;:0
Hid:'J~ @~
. 00
if ~ 0
"!lllil
U j
-Yo.:
il-
l>'
· ~.6-
.....0-
~~
"''''0)> '"
"
~
'----
"
~~
<
wz
Z
Z~
~
,
;g i
!
i
in II N~ ~q"
Ii 1!1 !: ~~V" .!
iil,lll '~~Q*'o @ I
;llll!j "O~....~ ·
li!ll!!! '\~ 0
<
w
z'
2
\
~~
<
wz
z
8~
!
~5
<
~z
0"
,
o
.
,
o
w
U
01<<>_--"_""'"
---
--,
.
c
u
~~ m p !
"i'!" !I. I
1l11111l1!il-IIII!'1
w ~ ~ ~l
~ ~ 51
s: - ~
< "
e
l,.\~
! 'IJ~
f i~
1 I~
I
,
,
t
I
I
I
. I
!
/
I (j
II~."G
~.
I .~ ~
I/J ,,'"
~o?
I
~
,.
u w.
~ ffi~
~ ~ ~t
- < 0'
~ ~ ~ 8
h ~~~
'8 ~ C) 8"
n ....,(
,,-
.,"'"v
~~.~.
.,~
w
" ,
W e
>- z
~ 00
tnC!i:lgs
3~~3
:::!oa::o
~i:5t;~
orrwU)
$:~uJif-
;J~[f8~
"'O-cclt
''::If-I-i-
~d;dt3a
~ ~~~ a:: 0
v, __________ "V. __
I
I
I
I
I
I
I
I
I __________.,,,
'" I'"
I
I
I
I
I
I
I
I
- I
I
I
I
I
I
I
I
I
.1
i
I
I
I
I
I
I
I
" I
I
I
I
I
I
I
I
I
" I
I
I
I
I
I
I
1
_,
1
!
1
L ~
,
1~.:r 'ili'"
; i~ ~
llil !!
Iii I.
w,
j:'-:I Q'
'" z
o
"
"
1 Illl !
i! 'I
II h
..... ---------- ,,, ---------- ..... ---------- '"
-"
....'" .1
"'''''-''''1 .~~, / I
-~- -.;"~s
- I", /-'--lJ'
a1'l~'\)~ / ~ I
-;------ .....! ~ .....
, ,
"
,}'
/,
~,// ,
"'~".
Illi i!i I
I I'
~ i i <.0-.
!l .' '"
,
~o"i
~
i ~6-
: .....0-
i ~~
,
,
,
,
, I,
,
, /~
,
,
,
. ,
! ' , 1
II ,
I
., ,
ii'
, I
.C
, u
, ~
, I
,
, I
, I
---=:} 1
I u
1 ~
1 I
1 ,
1 I
I
1 I
1 ,
-"
-, 1 v", u
~
I ~ ,
I ~o, j
I ~
L,Vi ,
1 ","\ '.Y
I " 0' u
I '" . w
,
I I
I I
I
I , I
,
I ~
I
I .
u
c
w
03
"g 0::"-
D ~ . ~ l1i 5
I'I! . ~~
lIl.l!l ~ wz
~ C) 8
idllhl
'\
"
'I
I
~
u
w
\
I,
I
,
~
u
1
1
u
w
l/
,I
1J~
,/ S
@:
<
N
O!
:
,
,
I
,
I
I
I
I,'
v: :
, I
, I
/ !
I
I
I
I
I-
I
I
I
I
I
II
I.
I
I
I
I
I
I
I
I
I
,"
I I
I, I
I 1
: I
I I
J I,
'I
/'\'"'" I
<l-~.. I_
, ,-
,I ~I
! I
! I
! I
: I
1
I
I
I.
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I"
I
,
~;~
2 !:<:..:..
'i!
ffi&j;:
<
Colt.. County
~
-
AdrninisUlalil.e SeMces lAvision
Purmasing
Email: @colliergov.net
Telephone: (239)
FAX (239)
ADDENDUM 1
Memorandum
Date:
November 30,2010
From:
Scott D. Johnson
To:
Interested Bidders
Subject:
Addendum # 1
Solicitation # and Title 11-5628 Tigertail Beach Restroom and Boarkwalk
Improvements
The following clarifications are issued as an addendum identifying the following change (5)
for the referenced solicitation:
. Pre-Bid time change to 2:00 p.m.
If you require additional information please post a question on the Online Bidding site or
contact me using the above contact information.
c: Clint Perryment
Please sign below and return a copy of this Addendum with your submittal for the above referenced
solicitation.
(Signature)
Date
(Name of Firm)
AddendumTemplate
Revised: 4/15/10
1
CONSTRUCTION BID
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Tigertail Beach Restroom & Boardwalk Improvements
BID NO. 11-5628
Full Name of Bidder OAC Action Construction. Corp.
Main Business Address 12540 SW 130 St. Ste 2 & 3 Miami. FL 33186
Place of Business Same as above
Telephone No.
305-256-6655
Fax No.
305-255-1004
State Contractor's License #
CGC-061561
State of Florida Certificate of Authority Document Number P97000029355
Federal Tax Identification Number 65-0742185
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:
Unit prices shall be provided in no more than two decimal points, and in the case
where further decimal points are inadvertently provided, rounding to two decimal
points will be conducted by Purchasing staff.
GC-P'1
NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your
bid pages.
GC-P-2
Number Description Unit Qty OACAction
Construction
1 Boardwalk No 1 Each 1 $84,265.00
2 Boardwalk No 2 Each 1 $112,090.00
3 Boardwalk No, 3 Each 1 $60,992.00
4 Boardwalk NO.4 Each 1 $73,710.00
5 Boardwalk No 5 Each 1 $122,400.00
6 Boardwalk NO.6 Each 1 $191,495.00
7 Dune Plantings Each 1 $7,488.00
Base Bid $652,440.00
8 Alternate No. 1 Each 1 $17,220.00
9 Alternate NO.2 Each 1 $18,720.00
10 Alternate NO.3 Each 1 $12,110.00
11 Alternate NO.4 Each 1 $12,303.00
12 Alernate NO.5 Each 1 $24,896.00
13 Alternate No 6 Each 1 $40,688.00
Total Alternates $125,937.00
Total $778,377.00
BID SCHEDULE
Tigertail Beach Restrooms Boardwalk Improvements
Bid No. 11-5628
GC-P3
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.
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.
GC-P-4
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 requiremel'lts 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 remove/replace 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 after 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.
Major Category of Work
Subcontractor and Address
1.
Pilina installation
KML Marine I PO Box 1665 New Port
Richie. FL 34656
2.
3.
4.
5.
GC-P-5
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. See attached
2.
3.
4.
5.
6.
Dated 1/12/11 OAC Action Construction. Coro.
Bidder
BY: Osvaldo Cruz
GC-P-6
w
II:
:0(
Z
o
i=
rn
w
::l
a
~ ~
Z i;:::
w
ii
w
lL
X
W
10
z
o
i=
o
w
rn
"
o
iii..
"'- -
t) c.~
..: E
~ 0
-g 0
II
a.
E
o
"
>.
E
8
..
~
1ii
o
E
o
~
e
- 0
.. ,-
c'&;<<t
'CJ Q. 011
"l: E
o 0
o
U
l!
-
e 8
0._
o ..
_lL
..
e
iL
Gl
;;
~
ci
~
'iio
e .. ..
.- b "
"'e"l:
"t: 0 a.
00
c:
..
;;
2!
o
E
-
::::.
..
f!!5e~
t'! 1I.5!t CD
:;. E = ~.
~o~
..:
'"
..
'"
o
'>
l!?
a.
..
;;
,S
c:
o
~
N
'E
..
e>
o
-
o
e
o
:::
Q.
'i:
"
~u
05"
c'[
.ElL
~
o
..J
Ii
E
..
z
~
'"
g,
>.
.a
al
II
a.
8
"
..
o
f!!
1::
o
"
m
1ii
::;
<D
..
CD
e
it
o
-
o
..
E
..
z
'"
o
o
g
l:'!
<D
0>
o
o
'"
a
1il
o
o
o
o
o
Oil'
0>
lI>
o
o
o
o
o
ai
~
!Il
<( !6
.., -
.., ,-
f-ii
t;;
0>
o
o
(:!
o
~
0>
o
o
g
~
8
m
....
"!.
'"
'"
'"
lI>
o
"!
'"
....
N
oj
'"
'"
lI>
~
o
:0
-'"
EO
,!!! m
:Ow
'"
o
o
(:!
'"
(:!
'"
0>
o
o
(:!
~
o
o
cD
<D
'"
"
<D
'"
lI>
o
o
.0
'"
....
,..:
....
l,:i
...
..
~
-
o
..
Q.
~
.c :>. 0)....
;!:: "C C .f: _.g
3: ffi !? 0 en "C;:: Q)
c: 'iij e Gl ,~.. x..
Q ~ ~"Q en 4)..5 ;:J W c:
15.- dim 0"'.0- "10
-1:> 2:0....0.-
1;,~_o.c: 1l''E !;l1::J
C:Q,~C:Q)5::J8Glo
~ ~!1"'~ii glll E e
~ ,,,0 ..... E OCf.) 0 l! 2
o c 0 --~
'0:: ~ +.- 'I:: .9 a 0.. 5-
s ~ en.!! 2::.1 CD
.5 .5 ID cr
,
o
....
....
~
i
0>"
c: ,2
:g~
"IE
<II,!::
'58
e.t;;
~~
E
'"
'e
'"
f-
"
CD.2
"'-
'"
8'>
.~ 0;(
E~
'" c:
,- "
:00
o
'0;
1::
Gl c:
'00
'~ ~
....0
~ c:
,l!?
lB ..
_CD
'in :e
al~
~ 12
,ego.
'"
"
(JJ
>.
Gl g
'0..
"0>
0<(
...!.. t>>
E c:
.! 'w
:05
:r:
Ol
c:
lj'~ :s
cc:=
~.Q .5
~ -
""'1':>
E='E
w.l!"
on "
...: c: Q)
~.~ -=
.- 0 0
:O-c:
-0 e.2
Gl_
1::= C ~
o Gl 0
a. 0> c:
l!?
"
'0",
80
. a.
E Sl
.~ CI)
:0
'"
8
~
(:!
~
'"
8
(:!
o
!2
~
o
o
,...;
~
'"
<6
<0
lI>
8
M
o
<0
t
lI>
"<(
'Ow
8CJ
.J.~
E c:
'" '"
,- 0
::Ou
..
B
o
..,.0
a: ~
on
'iij
:r:
<0
o
o
(:!
'"
(:!
'"
-
'"
o
o
(:!
~
-
'"
o
o
,...;
<D
'"
cD
'"
'"
lI>
o
o
~
1::l
ri
'"
<0
lI>
tJ
~Jg
:>.c:
:>f:?
<(
<0
8
~
(:!
'"
<0
8
(:!
-
1il
o
o
o
-
....
....-
-
-
lI>
o
o
o
~
....
"
-
-
lI>
..
<(~
;I:!
~ f:?
<(
~
~
<0
o
o
t:!
-
'"
iD
o
o
....
co
"'.
~
<D
lI>
o
o
,...;
co
"'.
~
<D
lI>
!Il
<( 1Il
:r:""
:>.c:
:> f:?
<(
'5~
" eo
o 0 'I::
:;:l .0:; Q)
'" "'-
g 0 ~.~
~ l~lj'C:
.... 16 tn
o "Ol
';:: C C
_-~ .9:e
- ." =
I~
g ~ l! .. i!..~
.- m (()a.-
! ~ ~ ~ & ,2 ~ ~ ,(; ,H 8- ~
o E 0 0 ~ '- Ii 1ii,'X is ~ U ii ":
€ Q)-g~.5~:S :t~:E;j g-csfB
0::; 0 3;'.- ~~ I .- 0
5 ...Lo ai ''':0 .!.Zr.= lii 0._ '
u ,gGJ: "cC~ ~ l; ~ 1:: J 8-l!? ~
8l .sl.tu ,6 ltl" ~ 5' Gl : fii ~ w
_c:I"':'5 .c:uo_u ::"'....
f;l ~f{Il e (J) 0l'i'j;J g>r l!? (J);:::
C>c:!Qo O.E2E'a.H~o('t)
(i.2C:T& ~R:1i.i~t!a. C"8I
c1ij>-> tuoc:.....O;~W-CD
8i;.~g a:t50~t5 liigj1::
c:r-" ~ U.;: =~1l
tl:. a: z - :Oz
<(
(JJ
Cl
CD
al
o
,J.
E
..
:i
~
'" on
9~
,- '"
Ea.
..
:i
u
w
a:
o
e
o
:ai
1;
c:
"
a:
..
o
Oii
1:1
!!
'"
~()
I/)..J
....J
~
:i
"
,2
J
o
c
..
a:
,Q
~
"
1::
;;
'j;
c:
.2 ~
0"
2 ~
1iiGl
c:!::
0..
U
'!:
..
z
co
o
o
t:!
'"
(:!
'"
<0
o
o
~
~
l:'!
~
o
o
o
o
o
o'
o
'"
",'
lI>
o
o
o
o
o
.0
'"
'"
N
lI>
c: !Il
"'.c: "
E=B
'" E ,-
<Ilw.e
Z f:?
<(
~1l
'" c:
:0",
c:J:l
,- e
'B,W
(5.5
0'"
0;:0
(!!m
8~
~~
-0
ilio
u
w
cc:
u
c: :>.
"'16
Eo.
=> E
~8
....
o
o
(:!
~
~
,....
o
o
~
<D
~
-
~
....
o
o
(:!
~
'"
(;j
-
8
g
1il
o
o
~
~
'"
lI>
o
o
ai
<D
o
.0
<Xl
"!.
~
lI>
o
o
...
1::l
o
o
o
'"
"':
;:t
~
~
lI>
~
'"
lI>
O/!;l
"0;
.. ,-
E g
'" on
CC on
<(
c
o
J
o
C
<Il
a:
.c:
""
'!:
e
:Bt;:
" 0
2 '!:
1ii "
5~
u
~
z
..
o
'C:
.s
E
>.
~
.e
0>
:Eli:
'" -
,-~
x ,-
cu
.e'"
_ '0
::J'~
00
Wi:i:
i;j
'"
'"
U
...J
...J
;:.
(5
..
'0
'C:
o
i:i:
tJ)
t-
o
~
t-
Z
o
o
o
W
t-
W
..J
Q.
::E
o
o
Z
::l
lL
o
tJ)
::l
t-
~
tJ)
-
"
"
'2
'E
~
l5
'"
'"
i!!
e
Co
,5
Q;
.r:
0;
.r:
::
j'(; 0 0 0 0 0 ..
0 0 ..
tl 0 0 0 0 0 a c;;
.!!- I! a a a a g 0 ..
,,"c 0 8 0 0 0 ..
w E '" - 0 0 0 0 '<i a;
0 c 0 0 0 .,;
0 0 0 ~ CD
" E " 1C) N .... M M ~ ....
C .. <0 ~ ... ~ M ...
... ... ... ... ~
::l ... ...
t; ..
c:D 0 0 0 0 0 0 ..
- '" l!! 0 0 0 0 0 0 c;;
- .. a 0 a a a 0 Q
C CJ ~ 8 0 8 0 0 0 Q
0 '" - 0 0 0 0 0
o c 0 0 .,; 0 0 .,; 0 l:;
E E 0 1C) M <0 0 0> <0
0(.2- ~ ... ~ ~ N N
8 ... ... ... ...
I:: '" C :a I:: '" C '" I:: '" C '"
'T '" 'T "i) '" 'Jj '" 'Jj '" 'T III
0 Q) i!! Q) i!! i!! i!! i!! Q) ~
E 01 E 01 E e E e E e ,~ e
't: e 't: 0 't: 't: 't:
D- C. D-Ci a. c. a. c. a. c. a.e.
-
~ "
'" l!
~= 0> 0 0 en
.... 0 0 0 0 0 0 0 Q
o " lB ~ Q to 0 a .,;
-.Q ~ g M 0 0 ID
C '" CD &t N ~ 0 t-
o '" .. ,...: 0 a; N '<i ,..:
0 ~ .,; 0
E 0 N ~ 0 ~ '"
~ CD ~ ~ 18 ~ ...
.. tl ~ ;i
~ ... ... ~ ... ~
iii ~ ... ... ...
0
t- o
"
I::
'"
u;
Q) .l!l
0 " '"
~ .'!! ,5
0 '"
:c ~ :E :E Q; :E 'E
c ~ '5 ~ Q) '5 <II
q: I:: '"
q: Q) :E III '0, III Cl
ID u.5 ~ I:: ~ I:: I::
.. '" q: 01 W 01 u;
_ C ";;; m ';;; ~
:Ew ~ '" :;; ~ Q)
" 0 , '0; 0 u
~ III 10
q: " 3:
c Cl
'"
"ill
0
O/l i!! I:: l!! c
,Q ~ '"
c o .Q '" ]i ""
.r: - 10 ~ , ~
0 '" <II o..!l!..
"" .c ~ 'E :E f/) -=E
.. t::.9 '" u E <lie. 0;
" 0'" " A.'" III
0 z~ 'E" "
" " '"
..J -5~ m as= " 4;"'5. 'Q)Q)
= ~ ..J '" '" .. " "- ..
Q) CllE ~"" ~-g
0( !s ;i >", 0'" ~
lR'c _I:: 8"" Ill:;; - E
1ll.9 'E <1101 f/) Q)
'" 8';;; .r: O/l , 'Eo::
~ E:C m ii~ ~ Em
" ..
0 .m~ Cl .. '"
z 0- el
- :;;"" u; :;; - '"
" .. '" Q) u;
Q) o~ ~ " '5 " E
"e- "~:i 'I:: u 0 ~
u 0 .i:'
Q. c..>1ll u: 5 J: c..>
Q
-
liil
~"
.9
"
l!!
'E
o
"
Q)
E
'C
e.
m"
~~
9-~
- I::
l5 8
o E
00
l!!.r:
- ::
5=
1l '30
~o
~ :a
,- '"
m=e
, <II
ii~
'"
1::"
,- c
c..>!'!.
I:: I::
E"
"il'
0"
Uo;
E>-
uj15
u I::
l!!
'E
8
-
...
-
..
'"
01
'"
c(
....
o
~
'E
'"
'"
i!!
c.
~
"
o
>-
10
'5
o
"
m
I::
o
~
E
,g
"5
]
'"
>
i:3
a;
TRENCH SAFETY ACT
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 Units of Unit Unit Extended
Measure Measure (Quantity) Cost Cost
(Description ) !LF,SY\
1,
2.
3,
4.
5,
TOTAL $
Failure to complete the above may result in the Bid being declared non-responsive,
BY:
Dated
0(11 Z/2[)( (
I ,
GC-P-7
O)~qoumy
.. --, .....4l
Adninlsl1il1iw SeMces DMeion
Pullll1as1J)g
Affidavit for Claiming Status as a Local Business
BIO #:11-5628 (CHECK ApPROPRIATE BOXES BELOW)
State of Florida (Select County if Vendor is described as a Local Business
o Collier County N/A
o Lee County .t!lA
Vendor affirms 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 0 Lee County:
Number of Employees (Including Owner(s) or Corporate Officers):
Number of Employees Living in 0 Collier County or 0 Lee (Including Owner(s) or Corporate Officers):
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,
Vendor Name: NIA
Date:
Collier or Lee County Address:
Signature:
Title:
STATE OF FLORIDA
o COLLIER COUNTY
o LEE COUNTY
Swom to and Subscribed Before Me, a Notary Public, for the above State and County, on this
,20_,
Day of
Notary Public
My Commission Expires:
(AFFIX OFFICIAL SEAL)
GC-P-8
~..'..~
. ,......... ..,---
Adll,rtllllitllMl Sentlces 0MsI0n
I'\Jrnh~1'i(J
Immigration Law Affidavit Certification
Solicitation # and Title: 11-5628 Tigertail Beach Restroom & Boardwalk Improvements
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, Further, Vendors / Bidders are
required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the
submission of the vendor's/bidder's proposal. Acceptable evidence consists of a copy of the properly completed E-
Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the
company, Failure to include this Affidavit and acceDtable evidence of enrollment in the E-Verifv Droaram,
shall deem the Vendor I Bidder's DroDosal as non-resDonslve. Documentation of these reauirements will
not be acceDted after the bid I DroDosal deadline date.
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 U,S.C, Section 1324 aCe) Section
274A(e) of the Immigration and Nationality Act ("INA"),
Collier County may consider the employment by any vendor of unauthorized aliens a violation or 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 Amendment(s)) and agrees to compiy with the provisions of the Memorandum of
Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System
(E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration
at the time of submission of the Vendor's / Bidder's proposal.
Company Name
Title President
Print Name
Signature
Date 1/12/2010
F/<9'// /___
County of frhAt-t-r' D Ii dr
The foregoing Instrument was signed and acknowledged before me this
20lL,by
~ .5//t4'lrlo (d-r/2--
2 or TYP'e Name)
Notary pu~~~
Irk&... 11"71;="1\/011 ).,,4-
Printed Name of Notary Public
I3EO;1J'Oj&
Notary Commission Number/Expiration
State of
/ L day of
~0/7
who has produced
OL C.&20 - (. tl 0 -77-0 is'idfntification,
(Type of Identification and Number)
'wl"i' LIl.I4 ESTRELl.A llENDOZA
:, .., MY COMMISSION #!!E028OA
. EXPIRES Na.._26, 2014
11ClJi*,- _
The signee of this Affidavit guarantees, as evidenced by the sworn affidavit required herein, the truth and accuracy
of this affidavit to interrogatories hereinafter made,
GC-P-9
..-"'!!IlE~ -f
~r-erIY
"......~ ",c''''~<
;, ~ ~~
. \,~~~l
E-~ERIF't r~ 1.. StWIC]!; OF DHS
Company 10 Number: 234778
THE E.VERIFY PROGRAM FOR EMPLOYMENT VERIFICATION MEMORANDUM OF
UNDERSTANDING FOR DESIGNATED AGENTS
ARTICLE I
PURPOSE AND AUTHORITY
The parties to this Agreement are the Department of Homeland Security (DHS), and OAC
Action Construction. CorD (Designated Agent), The purpose of this Agreement is to set forth
terms by which SSA and DHS will provide information to OAC Action Construction. CorD
(Designated Agent) on behalf of the Designated Agent's client (the Employer), This MOU
explains certain features of the E-Verify program and enumerates specific responsibilities of
DHS, SSA, the Employer, and the Designated Agent. References to the Employer include the
Designated Agent when acting on behalf of the Employer. E-Verify is a program that
electronically confirms an employee's eligibility to work in the United States after completion of
the Employment Eligibility Verification Form (Form 1-9), For covered government contractors, E-
Verify is used to verify the employment eligibility of all newly hired employees and all existing
employees assigned to Federal contracts,
The Employer is not a party to this MOU, The E-Verify program requires an initial agreement
between DHS and the Designated Agent as part of the enrollment process, After agreeing to the
MOU as set forth herein, completing the tutorial, and obtaining access to E-Verify as a
Designated Agent, the Designated Agent will be given an opportunity to add a client once
logged into E-Verify, All parties, including the Employer, will then be required to sign and submit
a new MOU, The responsibilities of the parties remain the sarne in each MOU,
Authority for the E-Verify program is found in Title IV, Subtitle A, of the Illegal Immigration
Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub, L. 104-208, 110 Stat. 3009, as
amended (8 U,S,C, ~ 1324a note), Authority for use of the E-Verify program by Federal
contractors and subcontractors covered by the terms of Subpart 22,18, "Employment Eligibility
Verification", of the Federal Acquisition Regulation (FAR) (hereinafter referred to in this MOU as
a "Federal contractor") to verify the employment eligibility of certain employees working on
Federal contracts is also found in Subpart 22,18 and in Executive Order 12989, as amended,
ARTICLE II
FUNCTIONS TO BE PERFORMED
A. RESPONSIBILITIES OF SSA
1 , SSA agrees to provide the Employer (through the Designated Agent) with
available information that will allow the Employer to confirm the accuracy of Social
Security Numbers provided by all employees verified under this MOU and the
employment authorization of U,S, citizens,
2, SSA agrees to provide the Employer and Designated Agent appropriate
assistance with operational problems that may arise during the Employer's
participation in the E-Verify program, SSA agrees to provide the Designated Agent
with names, titles, addresses, and telephone numbers of SSA representatives to
be contacted during the E-Verify process.
Page 1 of 15lE-Verify MOU for Designated AgentlRevision Date10/29J08
wW'W.dh!',..g;:~v!EN"'1rify
\jt~~E-'~er-lfv
;;::~" ' . ..~ "tw
_." .,HC..
~~ -~. "'to
&eX;.t '. ~
~j \,"~~l
e '1tllrr~ IS r, ~ERnCE OF NfS
Company ID Number: 234778
3, SSA agrees to safeguard the information provided by the Employer through the E-
Verify program procedures, and to limit access to such information, as is
appropriate by law, to individuals responsible for the verification of Social Security
Numbers and for evaluation of the E-Verify program or such other persons or
entities who may be authorized by SSA as governed by the Privacy Act (5 U,S,C,
S 552a), the Social Security Act (42 U,S,C, 1306(a)), and SSA regulations (20
CFR Part 401),
4, SSA agrees to provide a means of automated verification that is designed (in
conjunction with DHS's automated system if necessary) to provide confirrnation or
tentative nonconfirmation of U,S, citizens' employment eligibility within 3 Federai
Government work days of the initial inquiry,
5, SSA agrees to provide a means of secondary verification (including updating SSA
records as may be necessary) for employees who contest SSA tentative
nonconfirmations that is designed to provide final confirmation or nonconfirmation
of U,S, citizens' employment eligibility and accuracy of SSA records for both
citizens and aliens within 10 Federal Government work days of the date of referral
to SSA, unless SSA determines that more than 10 days may be necessary. In
such cases, SSA will provide additional verification instructions,
B. RESPONSIBILITIES OF DHS
1, After SSA verifies the accuracy of SSA records for aliens through E-Verify, DHS
agrees to provide the Employer (through the Designated Agent) access to selected
data from DHS's databases to enable the Employer (through the Designated
Agent) to conduct, to the extent authorized by this MOU:
. Automated verification checks on alien employees by electronic means,
and
. Photo verification checks (when available) on empioyees.
2, DHS agrees to provide to the Employer and Designated Agent appropriate
assistance with operational problems that may arise during the Employer's
participation in the E-Verify program, DHS agrees to provide the Designated Agent
names, titles, addresses, and telephone numbers of DHS representatives to be
contacted during the E-Verify process,
3, DHS agrees to provide to the Employer (through the Designated Agent), the E-
Verify User Manual containing instructions on E-Verify policies, procedures and
requirements for both SSA and DHS, including restrictions on the use of E-Verify,
DHS agrees to provide training materials on E-Verify,
4, DHS agrees to provide to the Employer (through the Designated Agent) a notice,
which indicates the Employer's participation in the E-Verify program, DHS also
agrees to provide to the Employer (through the Designated Agent) anti-
discrimination notices issued by the Office of Special Counsel for Immigration-
Related Unfair Employment Practices (OSC) , Civil Rights Division, U,S,
Department of Justice,
Page 2 of 151E-Verify MOU for Designated AgentlRevision Date10129108
www.dhs.g:oviE~V~;rjfy
1.:.~.E.:.~'E'.. ~erl-fy
. ".tlll -
o,!Hli!
"""~.." ...
-""'~ .",,,".
^ ,y~>
,'" 9f1'u-'};'A'\\-<
,~~ \J~~~i'
! '1tRI"1 t~,. SUYICl: OF Dil$
-~
Company ID Number: 234778
5, DHS agrees to issue the Designated Agent a user identification number and
password that will be used exclusively by the Designated Agent, on behalf of the
Employer, to verify information provided by alien employees with DHS's databases,
6, DHS agrees to safeguard the information provided to DHS by the Employer
(through the Designated Agent), and to limit access to such information to
individuals responsible for the verification of alien employment eligibility and for
evaluation of the E-Verify program, or to such other persons or entities as may be
authorized by applicable law, Information will be used only to verify the accuracy of
Social Security Numbers and employment eligibility, to enforce the Immigration and
Nationality Act (INA) and Federal criminal laws, and to administer Federal
contracting requirements,
7, DHS agrees to provide a means of automated verification that is designed (in
conjunction with SSA verification procedures) to provide confirrnation or tentative
nonconfirmation of employees' employment eligibility within 3 Federal Government
workdays of the initial inquiry,
8, DHS agrees to provide a means of secondary verification (including updating DHS
records as may be necessary) for employees who contest DHS tentative
nonconfirmations and photo non-match tentative nonconfirmations that is designed
to provide final confirmation or nonconfirmation of the employees' employment
eligibility within 10 Federal Government work days of the date of referral to DHS,
unless DHS determines that more than 10 days may be necessary, In such cases,
DHS will provide additional verification instructions,
C. RESPONSIBILITIES OF THE EMPLOYER
1, The Employer shall display the notices supplied by DHS (through the Designated
Agent) in a prominent place that is clearly visible to prospective employees and all
employees who are to be verified through the system.
2. The Employer shall provide to the SSA and DHS the names, titles, addresses, and
telephone numbers of the Employer representatives to be contacted regarding E-
Verify, .
3, The Employer shall become familiar with and comply with the most recent version
of the E-Verify User Manual. The Employer will obtain the E-Verify User Manual
from the Designated Agent.
4, The Employer shall comply with current Form 1-9 procedures, with two exceptions:
. If an employee presents a "List B" identity document, the Employer agrees
to only accept "List B" documents that contain a photo, (List B documents
identified in 8 C_F_R. !}274a,2(b)(1)(B)) can be presented during the Form
1-9 process to establish identity,) If an employee objects to the photo
requirement for religious reasons, the Employer should contact E-Verify at .
1-888-464-4218,
. If an employee presents a DHS Form 1-551 (Permanent Resident Card) or
Form 1-766 (Employment Authorization Document) to complete the Form 1-
9, the Employer agrees to make a photocopy of the document and to retain
Page 3 of iSlE-Verify MOU for Designated AgentjRevision Date1012910B
www_dh5.~IO\l/E-Vcrify
'!E"'" ~ -f
,~;~ - erl Y
;;.....,....H<':~t.:.
~.<.
\ffllltt
I,l,.rS!""1-t-
E-I'!:ltrn IS 11 SE~V1CE Of rll~
\I,'"
::;" ~
!ljo ,
e, oJ
-.
Company ID Number: 234778
the photocopy with the employee's Form 1-9, The employer will use the
photocopy to verify the photo and to assist DHS with its review of photo
non-matches that are contested by employees. Note that employees retain
the right to present any List A, or List B and List C, documentation to
complete the Form 1-9, DHS may in the future designate other documents
that activate the photo screening tool.
5, Participation in E-Verify does not exempt the Employer from the responsibility to
complete, retain, and make available for inspection Forms 1-9 that relate to its
employees, or from other requirements of applicable regulations or laws, including
the obligation to comply with the antidiscrimination requirements of section 274B of
the INA with respect to Form 1-9 procedures, except for the following modified
requirements applicable by reason of the Employer's participation in E-Verify: (1)
identity documents must have photos, as described in paragraph 4 above; (2) a
rebuttable presumption is established that the Employer has not violated section
274A(a)(1)(A) of the Immigration and Nationality Act (INA) with respect to the hiring
of any individual if it obtains confirmation of the identity and employment eligibility
of the individual in compliance with the terms and conditions of E-Verify; (3) the
Employer must notify DHS if it continues to employ any employee after receiving a
final nonconfirmation, and is subject to a civil money penalty between $550 and
$1.100 for each failure to notify DHS of continued employment following a final
nonconfirmation; (4) the Employer is subject to a rebuttable presumption that it has
knowingly employed an unauthorized alien in violation of section 274A(a)(1 )(A) if
the Employer continues to employ an employee after receiving a final
nonconfirmation; and (5) no person or entity participating in E-Verify is civilly or
criminally liable under any law for any action taken in good faith based on
information provided through the confirmation system, DHS reserves the right to
conduct Form 1-9 compliance inspections during the course of E-Verify, as well as
to conduct any other enforcement activity authorized by law.
6, The Employer shall initiate E-Verify verification procedures (through the
Designated Agent), for new employees within 3 Empioyer business days after each
employee has been hired (but after both sections 1 and 2 of the Forrn 1-9 have
been completed), and to complete as many (but only as many) steps of the E-
Verify process as are necessary according to the E-Verify User Manual. The
Employer is prohibited from initiating verification procedures before the employee
has been hired and the Form 1-9 completed, If the automated system to be queried
is temporarily unavailable, the 3-day time period is extended until it is again
operational in order to accommodate the Employer's attempting, in good faith, to
make inquiries during the period of unavailability, In all cases, the Employer
(through the Designated Agent) must use the SSA verification procedures first, and
use DHS verification procedures and photo screening tool only after the SSA
verification response has been given, Employers may initiate verification, through
the Designated Agent, by notating the Form 1-9 in circumstances where the
employee has applied for a Social Security Number (SSN) from the SSA and is
waiting to receive the SSN, provided that the Employer (through the Designated
Agent) performs an E-Verify employment verification query using the employee's
SSN as soon as the SSN becomes available,
7, The Employer may not use E-Verify procedures for pre-employment screening of
job applicants, in support of any unlawful employment practice, or for any other use
Page 4 of 15lE~Verify MOU for Designated AgentjRevision Datel0/29108
W'.V\V.c!hB.goviE-Vadfy
......E ,~ .f
:~," - .er. y
(:~"'l1 ~
_ \J~l@i
E"'~",.r I~ ... "ERne,", cor nfl,
Company ID Number. 234778
not authorized by this MOU, Employers must use E-Verify (through its Designated
Agent) for all new employees, unless an Employer is a Federal contractor that
qualifies for the exceptions described in Article II.D.1,c, Except as provided in
Article 11.0, the Employer will not verify selectively and will not verify employees
hired before the effective date of this MOU, The Employer understands that if the
Employer uses E-Verify procedures for any purpose other than as authorized by
this MOU, the Employer may be subject to appropriate legal action and termination
of its access to SSA and DHS information pursuant to this MOU,
8, The Employer (through the Designated Agent) shall follow appropriate procedures
(see Article III. below) regarding tentative nonconfirmations, including notifying
employees of the finding, providing written referral instructions to employees,
allowing employees to contest the finding, and not taking adverse action against
employees if they choose to contest the finding, Further, when employees contest
a tentative nonconfirmation based upon a photo non-match, the Employer is
required to take affirmative steps (see Article 111.8, below) to contact DHS with
information necessary to resolve the challenge,
9, The Employer shall not take any adverse action against an employee based upon
the employee's perceived employment eligibility status while SSA or DHS is
processing the verification request unless the Employer obtains knowledge (as
defined in 8 C,F.R, S 274a,1(1)) that the employee is not work authorized. The
Employer understands that an initial inability of the SSA or DHS automated
verification system to verify work authorization, a tentative nonconfirmation, a case
in continuance (indicating the need for additional time for the government to
resolve a case), or the finding of a photo non-match. does not establish, and
should not be interpreted as evidence, that the employee is not work authorized,
In any of the cases listed above, the employee must be provided a full and fair
opportunity to contest the finding, and if he or she does so, the employee may not
be terminated or suffer any adverse employment consequences based upon the
employee's perceived employment eligibility status (including denying, reducing, or
extending work hours, delaying or preventing training, reqUiring an employee to
work in poorer conditions, refusing to assign the employee to a Federal contract or
other assignment, or otherwise subjecting an ernployee to any assumption that he
or she is unauthorized to work, or otherwise mistreating an employee) until and
unless secondary verification by SSA or DHS has been cornpleted and a final
nonconfirmation has been issued, If the employee does not choose to contest a
tentative nonconfirmation or a photo non-match or if a secondary verification is
completed and a final nonconfirmation is issued, then the Employer can find the
employee is not work authorized and terminate the employee's employment.
Employers or employees with questions about a final nonconfirmation may call E-
Verify at 1-888-464-4218 or OSC at 1-800-255-8155 or 1-800-237-2515 (TDD).
10. The Employer shall comply with Title VII of the Civil Rights Act of 1964 and section
2748 of the INA by not discriminating unlawfully against any individual in hiring,
firing, or recruitment or referral practices because of his or her national origin or, in
the case of a protected individual as defined in section 2748(a)(3) of the INA,
because of his or her citizenship status, The Employer shall not engage in such
illegal practices as selective verification or use of E-Verify except as provided in
part D below, or discharging or refusing to hire employees because they appear or
Page 5 of 15lE-Verify MQU for Designated AgentlRevision Dale10f29/08
WWlJ-J_dhs,govIE-Vcrify
'it:' 'I -f
~:..- - .erl Y
B'''~ ,,""'v
f......r1''''' .,,~
(' ~- ":I14'.~".:\\\!'
\~. \~~~!W~l
r;-'/r;~U'r I~ A Se;:'VICB ~F l>ll~
Company ID Number: 234778
sound "foreign" or have received tentative nonconfirrnations, The Employer further
understands that any violation of the unfair immigration-related employment
practices provisions in section 274B of the INA could subject the Employer to civil
penalties, back pay awards, and other sanctions, and violations of Title VII could
sUbject the Employer to back pay awards, compensatory and punitive damages,
Violations of either section 2748 of the INA or Title VII may also lead to the
termination of its participation in E-Verify, If the Employer has any questions
relating to the anti-discrimination provision, it should contact OSC at 1-800-255-
8155 or 1-800-237-2515 (TDD),
11, The Ernployer shall record the case verification number on the employee's Form 1-
9 or to print the screen containing the case verification number and attach it to the
employee's Form 1-9,
12, The Employer will use the information it receives from SSA or DHS (through its
Designated Agent) pursuant to E-Verify and this MOU only to confirm the
employment eligibility of employees as authorized by this MOU, The Employer
agrees that it will safeguard this information, and means of access to it (such as
PINS and passwords) to ensure that it is not used for any other purpose and as
necessary to protect its confidentiality, including ensuring that it is not disseminated
to any person other than employees of the Employer who are authorized to
perform the Employer's responsibilities under this MOU, except for such
dissemination as may be authorized in advance by SSA or DHS for legitimate
purposes,
13, The information that the Employer receieves through the Designated Agent from
SSA is governed by the Privacy Act (5 U,S,C, 9 552a(i)(1) and (3)) and the Social
Security Act (42 U,S,C, 1306(a)), and that any person who obtains this information
under false pretenses or uses it for any purpose other than as provided for in this
MOU may be subject to criminal penalties.
14, The Employer agrees to cooperate with DHS and SSA in their compliance
monitoring and evaluation of E-Verify, including by permitting DHS and SSA, upon
reasonable notice, to review Forms 1-9 and other employment records and to
interview it and its employees regarding the Employer's use of E-Verify, and to
respond in a timely and accurate manner to DHS requests for information relating
to their participation in E-Verify,
D, EMPLOYERS THAT ARE FEDERAL CONTRACTORS
1, If the Employer is a Federal contractor subject to the employment verification terms
in Subpart 22,18 of the FAR, it must verify the employment eligibility of any
"employee assigned to the contract" (as defined in FAR 22,1801) in addition to
verifying the employment eligibility of all other employees required to be verified
under the FAR Once an employee has been verified through E-Verify by the
Employer, the Employer may not reverify the employee through E-Verify,
a, Federal contractors not enrolled at the time of contract award: An Employer
that is not enrolled in E-Verify as a Federal contractor at the time of a contract
award must enroll as a Federal contractor in the E-Verify program within 30
Page 6 of 15lE.Verify MOU for Designated AgentlRevision Date10/29/08
WW\.~J. dhs.DovIE~ Verify
;:!f,i\11E '~er-f
~: -". I Y
~ .,t<\.HC{,e.
0~'i.~
~.y \J]~~l
K_'nRH:C :~ I\. stllV1CE 0, DMS
Company 10 Number: 234778
calendar days of contract award and, within 90 days of enrollment, begin to
use E-Verify to initiate verification of employment eligibility of new hires of the
Employer who are working in the United States, whether or not assigned to
the contract, Once the Employer begins verifying new hires, such verification
of new hires must be initiated within 3 business days after the date of hire,
Once enrolled in E-Verify as a Federal contractor, the Employer must initiate
verification of employees assigned to the contract within 90 calendar days
after the date of enrollment or within 30 days of an employee's assignment to
the contract, whichever date is later,
b, Federal contractors already enrolled at the time of a contract award:
Employers enrolled in E-Verify as a Federal contractor for 90 days or more at
the time of a contract award must use E-Verify to initiate verification of
employment eligibility for new hires of the Employer who are working in the
United States, whether or not assigned to the contract, within 3 business
days after the date of hire, If the Employer is enrolled in E-Verify as a Federai
contractor for 90 calendar days or less at the time of contract award, the
Employer must, within 90 days of enrollment, begin to use E-Verify to initiate
verification of new hires of the contractor who are working in the United
States, whether or not assigned to the contract. Such verification of new hires
must be initiated within 3 business days after the date of hire, An Empioyer
enrolled as a Federal contractor in E-Verify must initiate verification of each
employee assigned to the contract within 90 calendar days after date of
contract award or within 30 days after assignment to the contract, whichever
is later.
c. I nstitutions of higher education, State, local and tribal governments and
sureties: Federal contractors that are institutions of higher education (as
defined at 20 U,S.C, 1001(a)), State or local governments, governments of
Federally recognized Indian tribes, or sureties performing under a takeover
agreement entered into with a Federal agency pursuant to a performance
bond may choose to only verify new and existing employees assigned to the
Federal contract. Such Federal contractors may, however, elect to verify all
new hires, andlor all existing employees hired after November 6, 1986, The
provisions of Article II, part D, paragraphs 1,a and 1 ,b of this MOU providing
timeframes for initiating employment verification of employees assigned to a
contract apply to such institutions of higher education, State, local and tribal
governments, and sureties.
d, Verification of all employees: Upon enrollment, Employers who are Federal
contractors may elect to verify employment eligibility of all existing employees
working in the United States who were hired after November 6, 1986, instead
of verifying only those employees assigned to a covered Federal contract.
After enrollment, Employers must elect to do so only in the manner
designated by DHS and initiate E-Verify verification of all existing employees
within 180 days after the election,
e, Form 1-9 procedures for Federal contractors: The Employer (through its
Designated Agent), may use a previously completed Form 1-9 as the basis
for initiating E-Verify verification of an employee assigned to a contract as
Page 7 of 15lE~Verify MOU for Designated Agen~Revision Dale10/29i08
WW'.iI.dhs.gov!E-Vcrify
;:j;mt;E ~er-f
~.'.'~.~.~.;.:.. - I v
>~+'~l'. ~r..
~.~ "'~"'&,,
IBDl ~~
-, 0"- Hum,~
~eP "kr.-r?-"
E VtRIn IS', sE<Wl<:i"ot' 01lS
Company ID Number: 234778
long as that Form 1-9 is complete (including the SSN), complies with Article
II.CA, the employee's work authorization has not expired, and the Employer
has reviewed the information reflected in the Form 1-9 either in person or in
communications with the employee to ensure that the employee's stated
basis in section 1 of the Form 1-9 for work authorization has not changed
(including, but not limited to, a lawful permanent resident alien having
become a naturalized U,S, citizen), If the Employer is unable to determine
that the Form 1-9 complies with Article ILeA, if the employee's basis for work
authorization as attested in section 1 has expired or changed, or if the Form 1-
9 contains no SSN or is otherwise incomplete, the Employer shall complete a
new 1-9 consistent with Article II.CA, or update the previous 1-9 to provide the
necessary information, If section 1 of the Form 1-9 is otherwise valid and up-
to-date and the form otherwise complies with Articie II.CA, but reflects
documentation (such as a U,S, passport or Form 1-551) that expired
subsequent to completion of the Form 1-9, the Employer shall not require the
production of additional documentation, or use the photo screening tool
described in Article II.CA, subject to any additional or superseding
instructions that may be provided on this SUbject in the E-Verify User Manual.
Nothing in this section shall be constnued to require a second verification
using E-Verify of any assigned employee who has previously been verified as
a newly hired employee under this MOU, or to authorize verification of any
existing employee by any Employer that is not a Federal contractor,
2. If the Employer is a Federal contractor, its compliance with this MOU is a
performance requirement under the terms of the Federal contract or subcontract,
and the Employer consents to the release of information relating to compliance
with its verification responsibilities under this MOU to contracting officers or other
officials authorized to review the Employer's compliance with Federal contracting
requirements,
E. RESPONSIBILITIES OF DESIGNATED AGENT
1, The Designated Agent agrees to provide to the SSA and DHS the narnes, titles,
addresses, and telephone numbers of the Designated Agent representatives who
will be accessing infonTIation under E-Verify,
2. The Designated Agent agrees to become familiar with and comply with the E-Verify
User Manual and provide a copy of the manual to the Employer so that the
Employer can become familiar with and comply with E-Verify policy and
procedures
3, The Designated Agent agrees that any Designated Agent Representative who will
perform employment verification queries will complete the E-Verify Tutorial before
that individual initiates any queries,
A. The Designated Agent agrees that all Designated Agent representatives
will take the refresher tutorials initiated by the E-Verify program as a
condition of continued use of E-Verify, including any tutorials for Federal
contractors if the Employer is a Federal contractor.
Page 8 of 151E-Verify MQU for Designated AgentlRe'Vision Date10129/08
WW\'j .-clhfl.govlE- Verify
"""'e ,~ .f
:.. -.er. y-
_4",~ ~"''''''t-
.. ~~
~""~ \J~~i
t-VE!<IH U !I. ,E!WICE O~ DH$
Company ID Number: 234778
B, Failure to complete a refresher tutorial will prevent the Designated
Agent and Employer from continued use of the program,
4, The Designated Agent agrees to obtain the necessary equipment to utilize E-
Verify,
5. The Designated Agent agrees to provide the Employer with the notices described
in Article II.B.4 above,
6, The Designated Agent agrees to initiate E-Verify procedures on behalf of the
Employer in accordance with the E-Verify Manual and E-Verify Web-Based
Tutorial. The Designated Agent will query the automated system using information
provided by the Employer and will immediately communicate the response back to
the Employer, If the automated system to be queried is temporarily unavailable,
the 3-day time period is extended until it is again operational in order to
accommodate the Designated Agent's attempting, in good faith, to make inquiries
on behalf of the Employer during the period of unavailability, In all cases, the
Designated Agent will use the SSA verification procedures first, and will use DHS
verification procedures only as directed by the SSA verification response,
7, The Designated Agent agrees to cooperate with DHS and SSA in their compliance
monitoring and evaluation of E-Verify, including by permitting DHS and SSA, upon
reasonable notice, to review Forms 1-9 and other employment records and to
interview it and its employees regarding the use of E-Verify, and to respond in a
timely and accurate manner to DHS requests for information relating to their
participation in E-Verify,
ARTICLE III
REFERRAL OF INDIVIDUALS TO SSA AND DHS
A. REFERRAL TO SSA
1. If the Employer receives a tentative nonconfirmation issued by SSA, the Employer
must print the tentative nonconfirmation notice as directed by the automated
system and provide it to the employee so that the employee may determine
whether he or she will contest the tentative nonconfirmation,
2, The Employer will refer employees to SSA field offices only as directed by the
automated system based on a tentative nonconfirmation, and only after the
Employer records the case verification number, reviews the input to detect any
transaction errors, and determines that the employee contests the tentative
nonconfirmation, The Employer (through the Designated Agent), will transmit the
Social Security Number to SSA for verification again if this review indicates a need
to do so, The Employer will determine whether the employee contests the tentative
nonconfirmation as soon as possible after the Employer receives it.
3, If the employee contests an SSA tentative nonconfirmation, the Employer will
provide the employee with a system-generated referral letter and instruct the
Pags 9 of 15lE-Verify MOU fOf Designated AgentlRevision Oate10129/08
wW\'Ii.clh5.gov;EN~rify
;:~E" ~er-Ify
i:..'.~~.'.';" -
.,,:"'1);- '"~
~R-'D"""'"
,.. 5~~
~ ~/4,;~'':'\\\.''<
_ \,J!/
E-\'ERU'Y l~ "su'trcs 0, DHS
Company ID Number: 234778
employee to visit an SSA office within 8 Federal Government work days, SSA will
electronically transmit the result of the referral to the Ernployer (through the
Designated Agent) within 10 Federal Government work days of the referral unless
it determines that more than 10 days is necessary, The Employer agrees to check
the E-Verify system regularly for case updates,
4, The Employer shall not ask the employee to obtain a printout from the Social
Security Number database (the Numident) or other written verification of the Social
Security Number from the SSA.
B. REFERRAL TO DHS
1, If the Employer receives a tentative nonconfirmation issued by DHS, the Employer
must print the tentative nonconfirmation notice as directed by the automated
system and provide it to the employee so that the employee may determine
whether he or she will contest the tentative nonconfirmation,
2, If the Employer finds a photo non-match for an employee who provides a
document for which the automated system has transrnitted a photo, the employer
must print the photo non-match tentative nonconfirmation notice as directed by the
automated system and provide it to the employee so that the employee may
determine whether he or she will contest the finding.
3, The Employer shall refer individuals to DHS only when the employee chooses to
contest a tentative nonconfirmation received from DHS automated verification
process or when the Employer issues a tentative nonconfirmatlon based upon a
photo non-match, The Employer will determine whether the employee contests the
tentative nonconfirmation as soon as possible after the Employer receives it.
4, If the employee contests a tentative nonconfirmation issued by DHS, the Employer
shall provide the employee with a referral letter and instruct the employee to
contact DHS through its toll-free hotline (as found on the referral letter) within 8
Federal Government work days,
5, If the employee contests a tentative nonconfirmation based upon a photo non-
match, the Employer will provide the employee with a referral letter to DHS, DHS
will electronically transmit the result of the referral to the Employer within 10
Federal Government work days of the referral unless it determines that more than
10 days is necessary, The Employer agrees to check the E-Verify system regularly
for case updates,
6, If an employee contests a tentative nonconfirmation based upon a photo non-
match, the Employer shall send a copy of the employee's Form 1-551 or Form 1-766
to DHS for review by:
. Scanning and uploading the document, or
. Sending a photocopy of the document by an express mail account (furnished and
paid for by DHS),
7, If the Employer cannot determine whether there is a photo match/non-match, the
Page 10 of iSlE-Verify MOU for Designated AgenqRe....ision Date10/29/08
W'hw.dh:;,gov/E-Verify
"~~E ,~ -f
~~.' -veri y.
_.,~. 'p""co~
,,, ,,_ 0',
(-.'~'
1'l~;o.gJ$j \, i11lm""
~~ ,v~?-
e-',EIlIH l~ "SSRlirC& 01' Dfl3
Company 10 Number: 234778
Employer is required to forward the employee's docurnentation to DHS by
scanning and uploading, or by sending the document as described in the preceding
paragraph, and resolving the case as specified by the Immigration Services Verifier
at DHS who will determine the photo match or non-match,
ARTICLE IV
SERVICE PROVISIONS
The SSA and DHS will not charge the Employer or the Designated Agent for verification
services performed under this MOU. DHS is not responsible for providing the equipment needed
to make inquiries, A personal computer with Internet access is needed to access the E-Verify
System,
ARTICLE V
PARTIES
A. This MOU is effective upon the signature of the parties, and shall continue in effect for
as long as the SSA and DHS conduct the E-Verify program unless modified in writing by
the mutual consent of all parties, or terminated by any party upon 30 days prior written
notice to the others, Any and all system enhancements to the E-Verify program by DHS
or SSA, including but not limited to the E-Verify checking against additional data sources
and instituting new verification procedures, will be covered under this MOU and will not
cause the need for a supplemental MOU that outlines these changes, DHS agrees to
train employers on all changes made to E-Verify through the use of mandatory refresher
tutorials and updates to the E-Verify User Manual. Even without changes to E-Verify,
DHS reserves the right to require Designated Agents to take mandatory refresher
tutorials, A Designated Agent for an Employer that is a Federal contractor may
terminate this MOU when the Federal contract that requires the Employer's participation
in E-Verify is terminated or completed, In such a circumstance, the Designated Agent
must provide written notice to DHS, If the Designated Agent fails to provide such notice,
it will remain a participant in the E-Verify program on behalf of the Employer, will rernain
bound by the terms of this MOU that apply to non-Federal contractor participants, and
will be required to use the E-Verify procedures to verify the employment eligibility of all
the Employer's newly hired employees,
B, Notwithstanding Article V, part A of this MOU, DHS may terminate access to E-Verify if it
is deemed necessary because of the requirements of law or policy, or upon a
determination by SSA or DHS that there has been a breach of system integrity or
security by the Designated Agent or the Employer, or a failure on the part of either to
comply with established procedures or legal requirements, The Designated Agent
understands that if the Employer is a Federal contractor, termination of this MOU by any
party for any reason may negatively affect the Employer's performance of its contractual
responsibilities,
C, Some or all SSA and DHS responsibilities under this MOU may be performed by
Page 11 of 16\E.Verify MQU for Designated AgentlRevision Date10/29/08
wWl/ll.dhs.govlENcrifj'
"="E ,~ .f
~~A' -.er. v
:'P:~';~?.. ~,..
_4'1)'" "c"'"
< ^~"
{to, i: (}j ".... "-
USA
%l" co' \. IIIl11ll
~n< "V!sr~l-
B-V!:l!lH U F. ,Ellv,eE C>! ",,.
Company 10 Numbe~ 234778
contractor(s), and SSA and DHS may adjust verification responsibilities between each
other as they may determine necessary, By separate agreement with DHS, SSA has
agreed to perform its responsibilities as described in this MOU,
D, Nothing in this MOU is intended, or should be construed, to create any right or benefit,
substantive or procedural, enforceable at law by any third party against the United
States, its agencies, officers, or employees, or against the Designated Agent, the
Employer, or their agents, officers, or employees,
E. Each party shall be solely responsible for defending any claim or action against it arising
out of or related to E-Verify or this MOU, whether civil or criminal, and for any liability
wherefrom, including (but not limited to) any dispute between the Designated Agent or
the Employer and any other person or entity regarding the applicability of Section 403(d)
of IIRIRA to any action taken or allegedly taken by the Designated Agent or the
Employer.
F, Participation in E-Verify is not confidential information and may be disclosed as
authorized or required by law and DHS or SSA policy, including but not limited to,
Congressional oversight, E-Verify publicity and media inquiries, determinations of
compliance with Federal contractual requirements, and responses to inquiries under the
Freedom of Information Act (FOIA),
G. The foregoing constitutes the full agreement on this subject between DHS and the
Designated Agent.
The individuals whose signatures appear below represent that they are authorized to enter into
this MOU on behalf of the Designated Agent and DHS respectively.
If you have any questions, contact E-Verify at 1-888-464-4218,
Page 12 of 15!E-Verify MOU for Designated AgentlRevision Date10/29108
www.dh5,govlEN~~rify
"-'E ~ -f
II -
~":~~ . erl Y
~:;.>"'\. S~CQt.
~~.
"'I"'" -<
USA
'\IIIIIII}
""I:;T~j>.
B-V;:RIF~ IS A :;E~V!CE <,r DHS
ali""'~
~ f
~~
Company ID Number: 234778
Approved by:
Employer OAC Action Construction,Corp
Osvaldo Cruz
Name (Please Type or Print)
Title
Electronically Signed
Signature
07/31/2009
Date
Department of Homeland Security - Verification Division
USCIS Verification Division
Name (Please Type or Print)
Title
Electronically Signed
Signature
07/31/2009
Date
Page 13 of 15lE-Verify MOU for Designated AgentlRel,lision Date10129108
WW'J,f,rlhg,govfENcdfy
'''''''E ~ -fy
'!~.. - erl ,.
~'..~. .,'."'0
., -~ t:..
(. 'co'b, ,~"
\\1'. ~;,) ~Jillijl
~~w '....'IS,..f-
~-VtRtH IS" 5BSICZ 0," DIl3
Company 10 Number: 234778
Information Required for the E-Verify Program
Information relating to your Company:
Company Name: OAC Action Construction, Corp
Company Facility Address: 12540 SW 130th Street
#2-3
Miami, FL 33134
Company Alternate
Address:
County or Parish: MIAMI-DADE
Employer Identification
Number: 65074218
North American Industry
Classification Systems
Code: 236
Parent Company:_.__~__~
Number of Employees: 10 to 19
Number of Sites Verified
for: 1
--.....---.--
Are you verifying for more than 1 site? If yes, please provide the number of sites verified for in
each State:
.
FLORIDA
site(s)
Page 14 of 1!ilE-Verify MOU for Designated AgemjRevision Date1Q/29/08
www.rll1s.gov/E-Vcrify
!E-Verify
~Il-'''~ ~" '''v~
:;! ~\ ~
. \,J~~~l
t-VtRlFY IS A 3l!:~VICl Of ClW
Company 10 Number: 234778
Information relating to the Program Administratorts) for your Company on policy questions or
operational problems:
Name:
Telephone Number:
E-mail Address;
Name:
Telephone Number:
E-mail Address;
Lilia E Mendoza
(305) 256 . 6655
Iily@oacconstruction.com
Osvaldo Cruz
(305) 256 - 6655
ozzie@oacconstruction.com
Fax'Number:
Fax Number:
(305) 255 -1004
(305) 255 - 1004
Page 15 of 151E-Velify MOU ror Designated AgentlRevision Date10J29108
W\J.Av.oltc,gnvfEN{,rify
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 two hundred forty (240) consecutive calendar days, 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 Thirty (30) consecutive calendar
days after Substantial Completion, computed by excluding commencement date and including
the last day of such period.
Respectfullv Submitted:
State of
County of
Florida
Miami-Dade
Osvaldo Cruz , being first duly sworn on
oath deposes and says that the Bidder on the above Bid is organized as indicated and that all
statements herein made are made on behalf of such Bidder and that this deponent is authorized
to make them,
Osvaldo Cruz , also deposes and says that
it has examined and carefully 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.
(a) Corporation
The Bidder is a corporation organized and existing under the laws of the State Florida
which operates under the legal name of OAC Action Construction ,Corp,
and the full names of its officers are as follows:
GC-P-10
President Osvaldo Cruz
CEO Orlando Cruz, Sr
Treasurer N/A
Manager N/A
The _ ttes ;cPeIl-t- is authorized to sign construction bids and
contracts for the company by action of its Board of Directors iallen r~/A
a ssFtif.iee eeflY elf '....Riel, ioS Rereto al:t8cReJ6 (strike OHt thie last seFltcFlcc 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
DATED _I 1/:J111
I '
, and if
BY:
Title
GC-P-11
STATE OF Florida
COUNTY OF
Miami-Dade
The foregoing instrument was acknowledged before me this ~day of Januarv ,2010, by
Osvaldo Cruz , as President of OAC Action Construction. Corp, , a
Florida corporation, on behalf of the corporation, He/she is personally known to me or
has produced DL as
identification and did (did not) take an oath,
My Commission Expires: /-10..; 2IP" zo 1"\
W. ....~ LILIA ESTRELLA P.lENDOZA
i" :.~ loll' COMMISSION # EE028O!lI
. EXPIRES November 28, 2014
~1iw1$3 .CClJ\'t
NAME:
t/du, -
(Signature of Notary)
/1/4 H€fU{JOl~
(Legibly Printed)
(AFFIX OFFICIAL SEAL)
Notary Public, State of F ion /'-
Commission No.: FEcJ2JQSC.
GC-P-12
Jan, 10, 2011 4:27PM
No. 1366 p, 2
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we OAC Action Construction Corp.
(herein after called the Principal) and
Berkley Regional Insurance (;ompany
,
(herein called the Surety). a corporation chartered and existing under the laws of the
State of Delaware with Its principal offices in the city of Urbandale
and authorized to do business in the State of Florida are held and
firmly bound unto the Cnlli",rCnunty 3327 Tamiami Trail E. Naoles. FL 34112
(hereinafter called the Owner), in the' full and just sum of
Five Percent of Amount Bid dollars ($ 5% )
good and lawful money of the 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 furnish, install,
and fully complete the Work on the Project known as
Tigertail Beach Restroom & Boardwalk Improvements
Bid No. 11-5628
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 bond or bonds, and deliver to
Owner the required certificates of insurence, if the PRINCIPAL shail pay to the OBUGEE
the fixed sum of $ 5% of Amount Bid 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.
GC-P-14
JaR,IO, 2011 4:21PM
No, 1366 P. 3
IN TESTIMONY Thereof. the Principal and Surety have caused these presents to
be duly signed and sealed this 11th day of January , 2010.
BY
Countersigned
Warren ,Aller, Florida Resident Agent
Local Resident Producing Agent for Berkley Regional Insurance Companv
Principal
(Seal)
Surety
(SeaQ
ac-P-15
~
L
2
~
z
'--, -
/. .-
; ~
2:6
~iS
> "'7
:: ~
'"
~ 0"
- .:/.
~ ~
'0 ~
~.~
;~ ~
No. 7959
POWER OF ATIORNEY
BERKLEY REGIONAL INSURANCE COMPANY
WILMINGTON, DELAWARE
'--,
NOTICE: The WlI11ling fOlIDd elsewhere in this Power of Attorney affects the validity thereof, Please review carefully,
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a
corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa,
has made, constituted and appointed, and does by these presents make, constitute and appoint: Warren M. After, David 1: Saline
or Dawn Auspitz of Alter Surety Group, Inc. of Miami Lakes, FLits true and lawful Attorney-in-Fact, to sign its name as surety
only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of
Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 Dollars
(SSO,Ooo,cmo.OO), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers
of the Company at its principal office in their own proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws thereof, This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21, 2000:
~ ~
"RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and
qualifYing the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations
on behalf of the Company, and to affIX the corporate seal of the Company to powers of attorney executed pursuant hereto;
and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the
manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all ptevious powers issued on behalf of the attorney-in-fact nan1ed; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affIXed, The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued,"
]~
- ..
:s :;;Ij
- -
--
- -
/.
_ 3
~ -
~ .f
~ -~
; ~J
.~ j
~~
Vi
Ira If. Lederman
Senior Vice President & Secretary
(Seal)
By
By
= ':.J
.g 2
.3 ~ WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER.
g ~ STATE OF CONNECTICUT)
.0'- ) ss:
" ;0 COUNTY OF FAIRFIELD )
'~ ~ Sworn to before me, a Notary Public in the State of Connecticut, this 2..'6 dsy oIDe-~2009, by Robert p, Cole andIra
"S '5 S, Lederman who are sworn to me to be the Senior Vice President, :~ ;:or Vice presi.dJ...,~..--.~'jlild-s~:cre!iii'Y, i'espectively,;of,'Y"},"
[~BerkleYRegionalInsuranceCompany, ~ .~/~U
.< ~ Notary Public, State o€Cor8*MlDRA C, MILANO
.~ NOTAHl' l'liBMtJ
8 '; CERTIFICATE ~ MYCOMMISSIONexPI~r.a!JAV~1,ligI2
~ ~ I, the undersigned, Assistant Secretary of BERKLEY REGIONAL lNSURAl'ICE COMPANY,.]lO HEREBY CERTIFY that the
~ j foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power~f Attorney has not b-een revoked
~ ~ or rescinded and ~t the auth~ri~ of the Attorney-in-Fact set forth therein, who executed the't~:g.k~*i.ng to whi~h th.i~~_,^:.> ., .~
;.>- - Power of Attorney 15 attached, IS ill full force and effect as of this date. . .
Given under my hand and seal of the Company, this 11 th day of January 2011
~1tA;J--- &-u1UJ.
Steven Coward
(Seal)
'.
L
'~..
,
"._---.~-.._~---'--._--~"-'---~-----_._-------~"'~..-----_._,~~~--->>_.~-~--_._---
State of Florida
Department of State
I certify from the records of this office that OAC ACTION
CONSlRUCTION CORP. is a corporation organized under the laws of
the State of Florida, filed on Aprill, 1997.
The document number of this corporation is P97000029355.
I further certify that said corporation has paid all fees due this office
through Oecember 31, 2011, that its most recent annual report was filed
on January 6, 2011, and its status is active.
I further certify that said corporation has not filed Articles of
Dissolution.
Ginl/ ul/der my hand and the Great Seal of
Florida, at Tallahassee, the Capital, this the
Sevel/th day of January, 2011
~~
Secretary a/State
Authentication ID: 800190165778-OI071l-P97000029355
To authenticate this cortificatc..vlsit th~ following $ite. enter thb
10. and tbtrt follow the instruotions displayed.
https:/Iefile.sunbIz.6rg1certauthver_html
THIS SHEET MUST BE SIGNED BY VENDOR
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Purchasing Department
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 and the company's E-Verify profile page or
memorandum of understanding
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 cashiers
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
Purchasing Department
3327 Tamiaml Trl E
Naples FL 34112
12, The mailing envelope must be sealed and marked with:
<::>Bid Number; 11-5628
<::>project Name; Tigertail Beach Restroom & Boardwalk Improvements
<::>Opening Date. 12/22/10
13, The Bid will be mailed or delivered in time to be received no later than the specified
oDenine 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
ion Cor ,
IPresident
Date: 1/12/11
GC-P-15
Cot:,~
,-,,~":,..::.---
Adminislrative l3eriioBs IlviSion
Putd1a8lng
Email: @co/liergov.net
Telephone: (239)
FAX: (239)
ADDENDUM 1
Memorandum
Date:
November 30,2010
From:
Scott D, Johnson
To:
Interested Bidders
Subject:
Addendum # 1
Solicitation # and Title 11-5628 Tigertail Beach Restroom and Boarkwalk
Improvements
The following clarifications are issued as an addendum identifying the following change (s)
for the referenced solicitation:
· Pre-Bid time change to 2:00 p,m.
If you require additional information please post a question on the Online Bidding site or
contact me using the above contact information.
c: Clint perryment
AddendumTemplate
Revised: 4/15/10
1
~~CouHty
Adninislralive Services 1lvISion-
Purtflaslriij
Email: ScottJohnson@colliergov.net
Telephone: (239) 252-8995
FAX: (239) 252-8588
ADDENDUM 2
Memorandum
Date:
December 14, 2010
From:
Scott Johnson
To:
Interested Bidders
Subject:
Addendum # 2
Solicitation # and Title 11-5628 Tigertail Beach Restroom & Boardwalk
Improvements
The following clarifications are issued as an addendum identifying the following change (s)
for the referenced solicitation:
· See 199 page attachment
If you require additional information please post a question on the Online Bidding site or
contact me using the above contact information.
. c: Clint Perryman
AddendumTemplate
Revised: 4/15/10
1
e&CouHty
-",~""''',.,,;''--.
~SelvicesDMSion
Purd1asJoo
Email: ScottJohnson@colliergov.net
Telephone: (239) 252-8995
FAX: (239) 252-6588
ADDENDUM 3
Memorandum
Date:
December 16, 2010
From:
Scott Johnson
To:
Interested Bidders
Subject:
Addendum # 3
Solicitation # and Title 11-5628 Tigertail Beach Restroom & Boardwalk
Improvements
The following clarifications are issued as an addendum identifying the following change (s)
for the referenced solicitation:
· Questions and Answers from the website
If you require additional information please post a question on the Online Bidding site or
contact me using the above contact information.
c: Clint Perryman
AddendumTemplate
Revised: 4/15/10
1
Co~."'..~~y
. .. .- -.- . .....--
Adrmislraliye SeIvic:es DMsion
Purt:h$$ino
Email: ScotlJohnson@colliergov.net
Telephone: (239) 252-8995
FAX: (239) 252-6588
ADDENDUM 4
Memorandum
Date:
December 17, 2010
From:
Scott Johnson
To:
Interested Bidders
Subject:
Addendum # 4
Solicitation # and Title 11-5628 Tigertail Beach Restroom & Boardwalk
Improvements
The following clarifications are issued as an addendum identifying the following change (s)
for the referenced solicitation:
· New Bid Opening date January 12, 2011 @ 2:30 pm
· Question and Answer period extended
if you require additional information please post a question on the Online Bidding site or
contact me using the above contact information,
c: Clint Perryman
AddendumTemplate
Revised: 4/15/10
1
Co~~
-- -.. ,.;....-
AdrrmiralNe Servioes l1IilSion
Pilrcna!!li'lQ
Email: ScottJohnson@colliergov.net
Telephone: (239) 252-8995
FAX: (239) 252-6588
ADDENDUM 5
Memorandum
Date:
December21,2010
From:
Scott Johnson
To:
I nterested Bidders
Subject:
Addendum # 5
Solicitation # and Title 11-5628 Tigertail Beach Restroom & Boardwalk
Improvements
The following clarifications are issued as an addendum identifying the following change (s)
for the referenced solicitation:
. See attached for deleted scope of work
If you require additional information please post a question on the Online Bidding site or
contact me using the above contact information.
c: Clint Perryman
AddendumTemplate
Revised: 4/15/10
1
CONSTRUCTION AGREEMENT
THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,
FLORIDA, ("Owner") hereby contracts with OAC Action Construction Corp,
("Contractor") of 12540 SW 130th Street, Suite 2-3, Miami, Florida 33186, a corporation
authorized to do business in the State of Florida, to perform all work ("Work") in
connection with Tigertail Beach Restroom & Boardwalk Improvements, Bid No, 11-5628
("Project"), as said Work is set forth in the Plans and Specifications prepared by Victor
Latavish, the Engineer andlor 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 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: Seven Hundred Seventy-eight Thousand
Three Hundred Seventy-Seven Dollars ($778,377,00),
GC-CA-1
Section 4. Bonds.
A, Contractor shall provide Performance and Payment Bonds, in the form
prescribed in Exhibit A, in the amount of 100% of the Contract Amount, the costs of
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,
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 Liquidated DamaQes.
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 two hundred forty (240)
calendar days from the Commencement Date (herein "Contract Time"), 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 thirty (30) calendar days 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, 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,
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
GC-CA-2
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, Three hundred fifty-
five and ten cents ($355.10) 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,
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
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.
GC-CA-3
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:
Exhibit N:
Section 7. Notices
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 Victor Latavish
and identified as follows: Tigertail Beach Restroom and Boardwalk
Improvements
as shown on Plan Sheets 1 through 36,
Contractor's List of Key Personnel
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:
GC-CA-4
Clint Perryman, Project Manager
Collier County Coastal Zone Management Department
3299 Tamiami Trail East; Suite 103
Naples, FL 34112
Telephone: 239/252-4245
Facsimile: 239/252-6531
Email: ClintonPerrvman@collierQov.net
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:
Osvaldo Cruz, President
OAC Action Construction Corp.
12540 SW 130th Street, Suite 2-3
Miami, Florida 33186
Telephone: 305/256-6655
Facsimile: 305/255-1004
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 from the
date of being placed on the convicted vendor list"
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
GC-CA-5
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 AQreement.
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. ChanQe 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
of the parties shall be construed against the benefited party) shall not be applied to the
construction of this Agreement.
GC-CA-6
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
daters) indicated below,
By:
,
Osvaldo Cr Z, President
Type/Print Name and Title
TypelPrint Name
~lj~
SEC . ND WITNESS
LL~ ~1':::tVtJ&7A
Type/Print Name
Date}--- 1'6 ,1011
ATTEST.
{~
OWNER:
BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY FLORIDA
BY: FredW~h~~a~
-'. ...'. . ,,--
ttesJ.j'S_ ~l) .'.. ,fl1i1l4n f
. f)\~:t\ll'e d4.Y>,,' .i
Approved ~s To Form
and Legal Sufficiency:
CJi)iQOltG m ~ (UUL
,
Print Name: CO( W M .6reer-L
Assistant County Attorney
GC-CA-8
ALTER SURETY GROUP, INC.
Bond Department
Public Works Bond
in compliance with Florida Statute Chapter 255.05
Bond Number
0152101
Contractor
Address &
Phone No.
OAC Action Construction Corp,
12540 S.W, 130th Street, Suite 3
Miami, FL 33186
305-256-6655
Surety
Address &
Phone No,
Berkley Regional Insurance Company
11201 Douglas Avenue
Urbandale, IA 50322
203-629-3000
Owner Name
Address &
Phone No,
Board of County Commissioners of Collier County
3327 Tamiami Trail East
Naples, Florida 34112
239-252-2667
Contract/Project Number
11-5628
Project Name
Tigertail Beach Restroom & Boardwalk Improvements
Project Location
428 Hernando Drive, Marco Island, FL 34145
Legal Description
And Street Address
Same as above
Description of Work
Repairs
Restroom and Boardwalk Improvements
This bond is given to comply with section 255.05 Florida Statutes and any action instituted by a claimant under this bond for
payment must be in accordance with the notice and time limitation provisions in Section 255.05(2), Florida Statutes. Any
provision of this bond which conflict with or purports to grant broader or more expanded coverage in excess of the minimum
requirements of the application statute shall be deemed deleted herefrom. This bond is a statutory bond, not a common law bond.
This is the front page ofthe bond.
All other page(s) are deemed subsequent to this page regardless of any page number(s) that
may be pre-printed thereon.
EXHIBIT A
PUBLIC PAYMENT BOND
Tigertail Beach Restroom & Boardwalk Improvements
Bond No. 0152101
Contract No, 11-5628
KNOW ALL MEN BY THESE PRESENTS: That OAC Action Construction Corp,
, as
Principal,
and Berkle Regional Insurance Company
Surety, located at 1I201 Douglas Avenue, Or an a e,
(Business Address) are held and firmly bound toThe Board of County Commissioners of CollIer County, Florida
as Obligee in the sum of Seven Hundred Seventy Eight Thousand Three Hundred Seventy Seven and No/100
($ 778,377.00 ) 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 J..!:L ~ay of
'i} I Ci.J1LFI;;ri; 201~, with Obligee for Tigertaillleach Restroom & Boardwalk Improvements, Contract #11-5628
in Marco Isla ,Florida accordance with drawings and specifications, which
contract is incorporated by reference and made a part hereof, and is referred to herein
as the Contract.
, as
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 prosecution of the work provided for 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 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.
IN WITNESS WHEREOF, the above parties have executed this instrument this ,}f1-C
day of 'IYl (J'!jf( 201~, the name of each party being affixed and these presents
duly signed b its under-signed representative, pursuant to authority of its governing
body.
GC-CA-A-1
Signed, sealed and delivered
;, th, ,;;" "/)
~'-'. V
/ J/)
~es as to Principal
PRINCIPAL
BY:
NAME:
ITS:
STATE OF", ,-A"
COUNTYOF ~\n(y)l -\y,,\ I
The foregoing instrument was acknowledged before me this 10 day of )""",
20~, by C:l'"",~n C,,">'" , as \-~ ~<,<..\\".,.\ of
'\.)(C\(' A""\',r" ('nl:",-'" ,('~y \(, " , 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. / ~ E ~ _____-~----~
My Commission Expires: t~~
(Signature of Notary)
/ I /;{A 4')cJof? cf....
(Legibly Printed)
. ~. LILIA ESTRELLA MENDOlA
{!r'''f.~ MY COMMISSION /I EE028O!A
~ EXPIRES November 26, 2014
4O/39a.o153 FIorIdf .com
ME:
(AFFIX OFFICIAL SEAL)
Notary Public, State of q:;.." -, A,.
Commission No,: C\='{')L'?.c;\-(.,
ATTEST:
As per attached power of attorney
SURETY:
Berkley Regional Insurance Company
(Printed Name)
w
11201 Douglas Avenue
Vrbandale,IA 50312
(8",;'~': ~
(Authorized Signature)
WaITe" M. Alter, Florida Resident Agent
(Printed Name)
GC-CA-A-2
Uif
~-z:u.
Witn ses
OR
()kv~
As Attorney in Fact
(Attach Power of Attomey)
Warren M. Alter, Attorney-ill-Fact
(Printed Name)
11201 Douglas Avenue
Urbandale, IA 50322
(Business Address)
203-629-3000
(Telephone Number)
STATE OF
COUNTY OF
Florida
Miami-Vade
The foregoing
,\,,/)Q
Attorney-in-Fact
instrument was acknowledged before me this ~ day of
, 201 ill, by. Warren M, Alter , as
of Berkley Regional Insurance Company
He/She is personally known to me OR has produced
as identification and who did (did not)
Surety, on behalf of Surety,
personally known
take an oath,
My Commission Expires:
11,,<1 ~
(~ignature) .
(AFFIX OFFICIAL SEAL)
Name: Dawn Auspitz
(Legibly Printed)
Notary Public, State of: Florida
Commission No,: DD940145
.'~;p.lJ!,~~\-' DAViN AUSPITi "
(' ,'J MY COMMISSION # D0940145
-'-. ,frO! ,.- ~ EXPIRES November 15, 2013
(407) 3911.(}153 FIOrldaNota'YServlce(;om
GC-CA-A-3
-..~--_._~~._---_._-----
IN WITNESS WHEREOF, the Company has caused these presents to he signed and attested by its appropriate officers and its
" ,- corporate seal hereunto affixed this..e- day 0(~,c-,,=~09,
Attest: -o'//J' I _-' Berkl~Y' nal I~ce Company
(Seal) By /~ / By__d:FI:/4
Ira S~ Lederman Ro ert p, Cole
Senior Vice President & Secretary Senior Vice President
STATE OF CONNECTICUT)
) SSe
)
~ C' Sworn to before me, a Notary Public in the State of Connecticut, tbis2 '6 day ot:D.e u",\d..'" 2009, by Robert p, Cole and Ira
'.J .;~ S. Lederman who are sworn to me to be the Senior Vice President, aJd t Senior Vice p.reSidep~and's~~retary, respcctively"o[:"',
" Berkley Regional Insurance Company, _ I C' Y'k '() -~
" _~~U'-dAQ~, C/ Ii LLX--U---y\ "-;
-, Notary Public, State oft:o~IQtIDRf.\ (::, MtL~NO
, NOT:AT;'?:- t'};,'f,tC
CERTIFICATE MYCOMMISSIDH Fn';cC:. 'M,Y en, 2,m
I, the undersigned, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY,pO HEREBY CFRTlI'Y that the
foregoing is a true, correct and complete copy of the original Power of Attorney; that said PowerCof Attorney has not heen revoked
or rescmded and that the authonty of the Attomey-m-Fact set forth therein, who executed the 1:i~!!'1'1)!:und~rtakmg to which th,s
Power of Attorney IS attached, is ill full force and effect as of this date.
G,ven under my hand and seal of the Company, this J..!!.'!I<1ay of - n? /1 ~ ' ,/iI / I '
(Seal) yl-tA/-0-- __ rutl..
Steven Coward
,
~~
",
"'
_!:
.1) .-
"
/ 'u
,', ;:J
!'.J ,D
'J 'l)
...L
"
~ --'
.3 ;:;
---' .-,
:c
r rj
"
!~
~-~ (~~
"
c.) .- ~
~?
,~ n
u
~
~
c
~ ;~
c
'.'
G ~
'--, ~~
C? C"
- ~:~
~T
,~ 'j
.,.." ...
.-
~ "
~ ::~
/
,~L 2~
.-( 1)
;..
No. 7959
POWER OF ArroRNEY
BERKLEY REGIONAl, INSURANCE COMPANY
WlLMINGTON, DELAWARE
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully,
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a
corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa,
has made, constituted and appointed, and does by these presents make, constitute and appoint: Warren M. Alter, David T. Satine
or Dawn Auspitz of Alter Surety Group, Illc. of Miami Lakes, FLits true and lawful Attorney-in-Fact, to sign its name as surety
only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of
Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/1 00 Dollars
($50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officer,
of the Company at its principal office in their own proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors oflhe Company held on August 21,2000:
"
"RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and
qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations
on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto;
and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the
manner and to the extent therein stated; and fUliher
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed, The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued,"
WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY I' APER.
COUNTY OF FAIRFIELD
EXHIBIT A
PUBLIC PERFORMANCE BOND
Tigertail Beach Restroom & Boardwalk Improvements
Bond NOOl52101
Contract No, 11-5628
KNOW ALL MEN BY THESE PRESENTS: That GAC Action Construction Corp.
, as Principal, and Berkley Regional Insurance Company
, as Surety, located at
11201 Douglas Avenue, Urbandale, IA 50322
(Business Address) are held and firmly bound to
The Board of County Commissioners of Collier County, Florida , as Obligee in the sum of
Seven Hundred Seventy Eight Thousand Three Hundred Seventy Seven and Noll 00
($ 778,377.00 ) for the payment whereof we bond ourselves, our heirs, executors,
personal representatives, successors and assigns, jointly and severally,
WHEREAS, Principal has entered into a contract dated as of the
m~~ ' 201~, with
Tigertail Beach Rest om & Boardwalk Improvements, Contract #11-9;28
in accordance with drawings and specifications, which contract is incorporated by
reference and made a part hereof, and is referred to herein as the Contract.
,1 tf<'J1.
Obligee
day of
for
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 rernains 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 Surety, for value received, hereby stipulates and agrees that no changes,
extensions of time, alterations or additions 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 it does hereby waive notice of any such changes,
extensions of time, alterations or additions to the terms of the Contract or to work or to
the specifications,
GC-CA-A-4
This instrument shall be construed in all respects as a common law bond. It is
expressly understood that the time provisions and statute of limitations under Section
255.05, Florida Statutes, shall 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 /0
day of ~ f\<' , 2010, the name of each party being affixed and these
presents duly signed by its undersigned representative, pursuant to authority of its
governing body,
Signed, se leq'lfnq delivered
in the pr ee: o~i =7
'~/~
Wit ,sses as to Principal
PRINCIPAL
-
~v;Jl, [7~~
I ,- "A '/
BY:
NAME:
ITS:
STATE OF--:\=:k" ,c\(.._
COUNTYOF\---\'I"'\~,\) ,\"
The foregoing
\\.v,c
'!P\,~(j'\1
instrument was acknowledged before rne this ~ day of
, 201111, by (')S_\IC~ \c.\,) S' '.. 1(-- , as
of/V' I\{' '0 v\C '\"Y\ >,1;-\ ( Ir.-I \0'\ ,a
corporation, on behalf of the corporation, He/she is
personally__ known to me OR has produced
- -- -----. __u -- as identification and did ,\9)d / 0 )-1ake an oath,
My Commission Expires: (1)/ /JZ~-
~~. LILIA ESTRELLA t.lENOOZA ( igat re)
;"!("~i MYCOMMISSION#EE028056 .I I ..'
'~ EXPIRESNovembor26.2014 Name:t_'/:" t?(J/r:/():l[^,-
I ,,,,,,j';&..o'53 .-. .,om eglbiy Printed)
(AFFIX OFFICIAL SEAL)
Notary Public, State of: \-\()' '11 (_
Commission No.:
GC-CA-A-5
ATTEST:
As per attached power of attorney
SURETY:
Berkley Regional Insurance Company
(Printed Name)
ll20J Douglas Avenue
Urbandale,IA 50322
jJ
(Business ddresSL/
(Authorized Signature)
9,00 (I~
~4r
Wltnesse
OR
Warren M, Alter, Florida Resident Agent
(Printed Name)
i)~~/
As Attorney in Fact
(Attach Power of Attorney)
Warren M, Alter
(Printed Name)
ll20J Douglas Avenue
Urbandale, JA 50322
(Business Address)
203-629-3000
(Telephone Number)
STATE OF Florida
COUNTY OF MiamI-Dade
The foregoing instrument was acknowledged before me this day of
, 2010, by Warren M, Alter , as Attorney-m::Fact
of Berkley Regional Insurance Company , a corporate 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,
My Commission Expires: ~jfYL r2uflAPW
(Signature) . - - /v "
(AFFIX OFFICIAL SEAL)
Name: Dawn Auspitz
(Legibly Printed)
. Florida
Notary Public, State of:
Commission No,: DD940145
'.j~I,VN.-.' DAWN AUSPITZ
i;j: ;'i MY COMMISSION # 00940145
~...' . if~~ EXPIRES I\lovember 15. 2013
"llf,~"
1~07) 398-0153 ,_~,.::~,.":., :l_lfl2~e!~!ceC()nI .-1
GC-CA-A-6
-g
"'
c
!:1
'.j
:'eJ
~
f. 'f
"
'/. 'J
" :z
~)
,-
'J
~ .L
'0
,
~
-, "
0 ,
~;
'';:.: ~
~ '-
o, ~
f ~
c..
,
--
~~ .~
,._,
ccj "
'..J
:.D ~
:'1;
c=:.
~ 2
;:;
~ -'
'J c
+;
f !~
f ;:r,
~
'J
.'.' ,.l~
:.3 ~~
1=:
c e]
()
,
~ 'f
'.~ ()
.sc,
-9 ~)
2~ -,
"
e'
'J 1
"
"
.... ~
~ ~;
~
-' "1
f ~7'
~ :i
U C-:J
'_J
t: : ~~
/
X ,
~' '1'
"
~ -;::
No. 795.9
POWER OF ATTORNEY
BERKLEYlmGlONAL INSURANCE COMPANY
WILMINGTON, DELAWARE
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully,
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a
corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa,
has made, constituted and appointed, and does by these presents make, constitute and appoint: Warren M. Alter, David T. Satine
or Dawn Auspitz of Alter Surety Group, Illc. of Miami Lakes, FLits true and lawful Attorney-in-Fact, to sign its name as surety
only as delineated below and to execute, seal, acknowledge and deliver any and all hands and undertakings, with the exception of
Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 Dollars
($50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers
of the Company at its principal office in their own proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors ofthe Company held on August 21,2000:
"RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and
qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations
on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney execoted pursuant hereto;
and further
RESOLVED, that such power of attomey limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they have no anthority to bind the Company except in the
manner and to the extent therein stated; and further
RESOLVED, that such power of attomey revokes all previous powers issued on behalf of the attorney-in-fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed, The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued."
IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its
corporate seal hereunto affixed this,:Q<;- day 0(--""'.t2'.cJ-c--~hY;c2009.
Attest: / ! i ._~" Berk~eY' nalI~ranceCompany
:/rJ; i/ .I"-r'~/I -'
(Seal) By" \_ By _ ~--'-, I' ~
Ira s: Lederman Ro ert p, Cole
Senior Vice President & Secretary Seruor Vice President
WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER.
STATE OF CONNECTICUT)
) 5S:
COUNTY OF FAIRFIELD )
Sworn to before me, a Notary Public in the State of Connecticut, this L'6 day o~ ~c.ld>",-2009, by Robert P. Cole and Ira
S. Lederman who are sworn to me to be the Senior Vice President, aJd t Sem' or.. V ice pre.sid~4ran:d- S ~cretary,. respc'c tively, .Of.... ''''''_''
Berkley Regional Insurance Company, r 1 . i;;" ! Yk . n r ----,
L'lL~.u. AQ.." "'-.-/ f I lLX-CL'V', "-.1
Notary Public, State ofConll1lllllQtll)RA C, MtLANO
NO'fA.D;' ,';;.W
CERTIFICATE MYCOMMI6SIOI,II:):i'I,L:,. 'MY [ll,2[;E'
I, the undersigned, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, 'J?O HEREBY CERTIFY that the
foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power':pf Attorney has not heen revoked
or rescmded and that the authonty of the Attomey-m-Fact set forth therem, who executed the I:i~l1,t,?!:und"rtakmg to whICh this
Power of Attorney IS attached, IS in full force and effect as of this da,t<;. L,. 7 '
G,ven under my hand and seal of the Company, thIS ,J!j-'NfJay of ,L) _ ~ ,.,;2t2JL,
(Seal) ~- ~hA;f'- '((A,l,
Steven Coward
From: FAXmaker
To: Collier County Roard of Commissioners
Pas-Je: 2/2
Date: 611012011 10 1704 AM
---"'
A....C~Rd. CERTIFICATE OF LIABILITY INSURANCE I DATE (UUIOD;VYYV)
06110/2011
THIS CERTlFICAlE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFARMAllVEL Y OR NEGAllVEL Y AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTAllVE OR PRODUCER, AND THE CERTIFICATE HOLDER,
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsement(s).
PRODUCER NAME:
------J---..---------.--.
Mark van Wert ~~L~!l;.j~0.9)m~~~~_~g4_ ~xl. 23~._.__~__. ,__'-_ _f~M2},- (8_~~__~25-40~_~
cia Willis of Florida, Inc, SUAL
3000 Bayport Drive; Suite 300 ~Q~--Ess: -------------- ------ ____u_ ----------
Tampa, FL 33607 ____________n_ INSURER(S) AHOIlDlNG COVER~~_____ ..___.___~c~. ___
~N~R~_~.:._~.~eri~_~..~_~_~i~~.0~~.~~~~_~~~~~~y._~_"__,~_ 40142
- -----------~ .,--..-._-------. ----,._---, .--~ _._--------~,----
INSURED INSURER B :
--------- ------ - ----,,------ -----------
Employee Leasing Solutions, Inc. AIL Emp: GAC Action Construction Corp !!I~~~~:_- ---- ____moo_om_mo. -~--,,------
1401 Manatee Avenue West Suite 600
Bradenton, FL 34205-6708 IN~'!!!Q.:..__ --_..-~.. ..- --,,~----~..__.
INSURER E : - ---- ..-
----------- _ __m__ . - ,------- --------..
INSURER F :
COVERAGES
CERTIFICATE NUMBER: 10FL079B07625
REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY 8E ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE 8EEN REDUCED BY PAID CLAIMS.
INSR TYPE OF INSURANCE &~cy~~ :~~~~ lIMITS
LTA POUCY NUMBER
GENERAL UABIUTY eACH OCWRRENCE !
- ~~~~~~ ?E~~~~u~~encel
~l~E AClA!. GENE RAt LIABILITY $
-
ClAIMS-MADE 0 OCCUR _~.~~_~~~i~L~e per!.~__ $ -
,
- -- ---- PERSONAL & ADV INJURY $
GE:NEIlAL AGGREGATE $
"--.. ..... .. ._-----,----~--~~ _.____,_.__.____m~__~
~_N'l AGG~r~~E L1Mrr APPlI~S PER: PRODUCTS. COMl'iOP AGG $
-j PCU:;Y ~,!Ig [- ..1LOC ------------- --_.,,--.. _____m___' --------..
$
AUTOMOBILE UABllITY _{g:;:~A'd~L.l1L~ L1MII _ L_.____
- .-..----
ANY AUTO BODl_Y INJURY (Per IJeISO(1) ,
- All OWNED - SCHEDULED .- ._.._~------
AUTOS AUTOS BODILY INJURY (Per accidoot) $
- - NON.OWNED .--.-.--...--.-- ---~.
HIRED AUTOS AUTOS ..m~=~C~~I?AMAGE $
-- - -
,
UMBREllA lIAB --1 OGGUH EACII OCCURRENCE ,
-
EXCESS llAEl CLAIMS-MADE AGGHEGAfE $
OED I I RETENTKJN $ $
WORKERS COMPENSATION X I }Qfl:fLI1h~iLJ'1B'
AND BlPlOVERS'lIAElIUlY VfN ---------
A ANY PROPAEIOR,PAAINERiEXECUIIVE D NfA we 90.00.818.00 12131/2010 12/31/2011 EJ. EACti ACCIDtNI $ 1,000,000
OFFICERiMEMBER EXClUDI;[)? -~--,,--------"",._--,,-,,- ... ,---_._---,--"._~-
(Mandatory in NH) c~~..:.Q!!?~,'~_~~A EMPLOY!E: ~ 1,000,000
~~s~~f~i;~~ ()~OP ERA liONS below E.l. DISEASE - POLICY LIMIT $ 1,000,000
Location Coverage PerIod: 12/31/2010 12/31/2011 Client": 052564
DESCRIPTION OF OPERAnON5/l0CA TIONS I VEHIClES (Att8ch ACORD 101, Additional Remarks Schedule, If more aptlce Is required)
OAG Action Construction Corp llgerTail Beach Aeslroon and Boardwalk Improvemen1s
Coverage is provided lor 12540 SW 130th SI Suite 2.3
only lhase employees Miam', FL 33186
leased 10 but nol
subconlractors ot:
CERTIFICATE HOLDER
CANC ELLA TION
Collier County Board of Commissioners SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
3299 Tamiami Trail East ACCORDANCE WITH THE POLICY PROVISIONS,
Suite 303
Napl.s, FL 33112
AUTHORIZED REPRESENTATNE
I ;nJ<- v(A,''\ tJ~
<1J 1988.2010 ACORD CORPORATION, All rights reserved,
This fax was sent with GFI FAXmaker fi;lX selVer. For more information, visit: http://www.gfi.com
fax sent b~
3358222558
~I'O~l .. ED~llnCl~ ~;'J' FAHH
06-<l0-1 i 1.5: 55
jig: 2/3
CERTIFICATE OF INSURANCE
SUCH INSURANCE AS RESPECTS THE INTEREST OF THE CERTIFICATE HOLDER WilL NOT BE CANCELED OR OTHERWiSe
TERMINATED WITHOUT GIVING 10 DAYS PRIOR WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED eeLOW, BUT IN NO
EVENT SHALL THIS CERTIFICATE BE VALID MORE THAN 30 DAYS FROM THE DATE WRITTEN, THIS CERTIFICATE OF INSURANCE
DOES NOT CHANGE THE COVERAGE PROVIDED BY ANY POLICY DESCRIBED BELOW,
This certifies that: x STATE FARM MUTUAL AUTOMOBilE INSUFlANCE COMPANY of Bloomington, IIIlnol5, or
STATE FARM FIRE AND CASUALTY COMPANY of Bloomington, Illinois
Has ccver~ge In force for the following Named Insured as shown below
Named Insured:
OAe ACTION CONSTRUCTION CORP
12540 SW 130TH 8T STE 2-3
MIAMI FL 33186-6266
. Bodily Injury
Each Accident
b, Propony Damage
c, Bodllji Injury & Property
Camage Single Llmtt Each
Accident
- PKYSICAl DAMAGE
COVERAGES
3. CcmprQhen'SivG
i
447 "N66-F05-S9 689 4492-003-S9 689 1085-C29-S9 927 4906.Ct~-S9 !
I i
06106111-12/0S/t 1 04103/11 -10103/11 03/29111-09129/11 -I 03/15111-09115/11 I
,
08 CHEVROLET 08 LINCOLN 06 DODGE I 10 CADILLAC
C1500 NAVIGATOR RAM 1500 I SRX
yes NO YES ONO YES NO I2JYES ONO
1,000.000 1,000,000 1,000,000 1,000,000
, i
I
-j I " .1
1,000,000 1,000,000 I ] ,000,000 1,000,000 ,
i -~
1,090,000 I 1,000,000 ---1 1,000,000 r_1,ooo ,000
;
i
I I i
I I "---1
, I I
500 i 500 SOO I 500 I
I
i 500
500 500
ONO YES ONO I2JVES ONO
DNO ..,. I2JYES ONO I81YES oj lli'jYES ONO
NO '
;
~Ollr.;Y NUMBER
-EFFEC'
15 OF POLICY
DESCRIPTION OF VEHICLE
LIABILITY COVERAGE
LIMITS OF l BILlTY
.. Bodily Injury
Each Person
b. Colllaiol'l
EMPLO 'S
NON-OWNERSHIP CO
Signa r
epresentative
AGENT
Title
2794
-Agent Code
0611 012011
Oatil
Name an
I
r---
I
Name and Address of Agent
----r
Colliel' cOllnty Board COllnty Commissioncr!<
Contract # 11-5628Tigertail13cach and
Restroom Bud ooardwalk
3299 Tamlami Trail €aSI SI303
Naples_ fl 34lJ2
~ ~ L
Check if a permanent Certfficste of Insurance for liability coverage I. needed: 181
Chee!< if 1he Certificate Holder shOuld be added as an Additional Insured: 181
Remarks: 30 DAY NOTICE OF CANCELLATION Will BE GIVEN,
i
,---I
li'ax sent hy
33582225",0
TOM J,r:mll PC"'; ;;\, FAI1H
(16-111- U 15; 55
Pg : 3/~~
CERTIFICATE OF INSURANCE
SUCH INSURANCE AS RESPECTS THE INTEREST OF THE CERTIFICATE HOLDER WilL NOT BE CANCELED OR OTHERWISE
TERM!NATED WITHOUT GIVING 10 DAYS PRIOR WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED BELOW, BUT IN NO
EVENT SHALL THIS CERTIFICATE I3E VALID MORE THAN 30 DAYS FROM THE DATE WRITTEN. THIS CERTIFICATE OF INSURANCE
DOES NOT CHANGE THE COVERAGE PROVIDED BY ANY POLlCY DESCRIBED BELOW.
Tills ~-ertlfles that: x STATE FARM MUTUAL AUTOMOBILE INSURANCe COMPANY of Bloomington, Illinois, or
STAlE FARM FIRE AND CASUAL TV COMPANY 01 Bloomington. Illinois
Has coverage in for"", for the following Named Insured as shown below
Named Insured:
OAe ACTION CONSTRUCTION CORP
12540 SW 130TH ST STE 2-3
MIAMI FL 33186-6266
DESCRIPTION OF VEHICLE
LIABILITY COVERAGE
"'l.!MiTS OF LIABILITY
a, Bodily Injui)/
Each Person
I 948 1859-C29-69
I 03129/11-09i29/1 j
i eNOL
I
945 4338-C22-59
03122/11-09/22/11
11 FORO F2S0
1 FT7W2BT1 BEB52505
YES 0 NO
1,000,000
I
"I
I
POLICY NUMEl~R
~Tive DATE Of POLICY
1,000,000
1,000,000
i
!
..~
i
,,~
!
~
I
I
., BOd,y Injut)'
Each Accident
b, Property 00;;;"9"
c. Bodily Injury & PCOPMy
Damage Single Limit Each
Ae<:Ident
PHYSICAL DAMAGE
COVERAGES
a Compr8h.l'I$iv~
(000,000
1,000,000
b. COllision
~MPLOYER'8
NON-OWNERS~IP C
.!,.
i
DNO
[8)YES
DNO
YES DNa
AGENT
-, --Title
2794
Agent Code
06/10111
-- Oate'
ress of Certllleate Holder
!
Name and Address. of Agent
, '.' Jl'id':
,..;r~<,<j.ln.,
(,lil\rn\t;:. "JJ,i?
~
!
Collier County Board 01 County Comml.Sloner
Contracl _ 1 1 -5828 Tl9a.tall Ba.~h .od R.stroom
and Boardwalk
3299 T.mLomi Tr.il e..1 $T 303
Naples, fL 34112
Check if a permanent Certificate of Insurance for liability coverage 15 needed: 1:81
Cheok if the CertJfieate Holder should be added as all Additionalln$ured: 1:81
Remarl:s' 30 DAY NOTICE OF CANCELLATION WILL BE GIVEN.
~
ACORD" CERTIFICATE OF LIABILITY INSURANCE I DATE (MMIDD/VYYY)
\",......---' 6/13/2011
PRODUCER (305)630-4777 FAX, (305)279-3022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Gil, Garden, Avetrani Insurance Group ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
10689 N. Kendall Drive ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW,
Suite 208
Miami FL 33176 INSURERS AFFORDING COVERAGE NAIC #
INSURED INSURERA:Mid-Continent Casualty Co,
OAe Action Construction Corp. INSURER B
12540 SW 130 St, #2-3 INSURER C
INSURER o.
Miami FL 33186 INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INi: ~~~~ 'VDC. POLICY NUMBER !:2iJS~ EFFECTIVE i POLlCYM~~~e~!jly~ ' LIMITS
GENERAL LIABILITY ! EACH OCCURRENCE $ 1,000,000
X i COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000
PREMISES (Ea occurrence) $
A CLAIMS MADE ! X , OCCUR 04GLOOO792220 6/4/2011 6/4/2012 MED EXP (Anyone person) $ EXCLUDED
PERSONAL & ADV INJURY $ 1,000,000
GENERAL AGGREGATE $ 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPIOP AGG $ 2,000,000
X POLICY PRO- LOC
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
(EiJ.ilccidenl) $
ANY AUTO
ALL OWNED AUTOS BODILY INJURY
(Per person) $
SCHEDULED AUTOS
HIRED AUTOS BODILY INJURY
$
NON-OWNED AUTOS (Per accident)
PROPERTY DAMAGE $
(Peraccidenl)
GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $
ANY AUTO OTHER THAN EA ACC $
AUTO ONLY AGG $
EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE ,
OCCUR [J CLAIMS MADE AGGREGATE $
$
DEDUCTIBLE $
RETENTION $ ,
WORKERS COMPENSATION WC STATU. OTH.
AND EMPLOYERS' LIABILITY V'N TORY LIMITS ER
ANY PROPRIETOR/PARTNER/EXECUTIVE D EL EACH ACCIDENT $
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH) EL DISEASE - EA EMPLOYEE $
Ilyes, describe under
SPECIAL PROVISIONS below EL. DISEASE- POLICY LIMIT $
OTHER
DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
CONTRACT #;- 11-5628- Tigertail Beach and Restroom and Boardwalk
3299 Tamiami Trail East St 303
Naples, FL 34112 - Certificate Holder listed as Additional Insured
CERTIFICATE HOLDER
CANCELLATION
SHOULD ANYOF THEASOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
COLLIER COUNTY BOARD OF DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAil ~ DAYS WRITTEN
COUNTY COMMISSIONERS NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
3299 TAMIAMI TRAIL EAST ST 303
NAPLES, FL 34112 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE ~ .otE ~
Frank Gil / SVC R
ACORD 25 (2009/01)
INS025 (200901)
@1988-2009ACORD CORPORATION, All rights reserved.
The ACORD name and logo are registered marks of ACORD
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s)
DISCLAIMER
This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized
representative or producer, and the certificate holder, nor does it affirmatively or negatively amend,
extend or alter the coverage afforded by the policies listed thereon.
ACORD 25 (2009/01)
INS025 (200901)
EXHIBIT B
INSURANCE REQUIREMENTS
The Vendor shall at its own expense, carry and rnaintain insurance coverage from responsible companies duly
authorized to do business in the State of Florida as set forth in EXHIBIT B of this solicitation, The Vendor shall
procure and rnaintain property insurance upon the entire project, if required, to the full insurable value of the
scope of work,
The County and the Vendor waive against each other and the County's separate Vendors, Contractors, Design
Consultant, Subcontractors, agents and employees of each and all of them, all darnages covered by property
insurance provided herein, except such rights as they may have to the proceeds of such insurance, The
Vendor and County shall, where appropriate, require sirnilar waivers of subrogation from the County's separate
Vendors, Design Consultants and Subcontractors and shall require each of them to include similar waivers in
their contracts,
Collier County shall be responsible for purchasing and maintaining its own liability insurance,
Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on
behalf of Collier County,"
The General Liability Policy provided by Vendor to meet the requirements of this solicitation shall name Collier
County, Florida, as an additional insured as to the operations of Vendor under this solicitation and shall contain
a severability of interests provisions,
The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of
County Commissioners in Collier County, OR Collier County Government, OR Collier County
The amounts and types of insurance coverage shall conform to the minimum requirements set forth in
EXHIBIT B with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents, If
Vendor has any self-insured retentions or deductibles under any of the below listed minimum required
coverage, Vendor must identify on the Certificate of Insurance the nature and amount of such self- insured
retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All
self-insured retentions or deductibles will be Vendor's sole responsibility.
Coveragew shall be rnaintained without interruption frorn the date of cornmencement of the Work until the
date of completion and acceptance of the scope of work by the County or as specified in this solicitation"
whichever is longer,
The Vendor andlor its insurance carrier shall provide thirty (30) days written notice to the County of policy
cancellation or non-renewal on the part of the insurance carrier or the Vendor, The Vendor shall also notify the
County, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation,
non-renewal or material change in coverage or lirnits received by Vendor from its insurer and nothing
contained herein shall relieve Vendor of this requirement to provide notice, In the event of a reduction in the
aggregate limit of any policy to be provided by Vendor hereunder, Vendor shall immediately take steps to have
the aggregate limit reinstated to the full extent perrnitted under such policy,
Should at any time the Vendor not maintain the insurance coveragew required herein, the County may
terminate the Agreement or at its sole discretion shall be authorized to purchase such coveragew and charge
the Vendor for such coveragew purchased. If Vendor fails to reimburse the County for such costs within thirty
(30) days after demand, the County has the right to offset these costs frorn any arnount due Vendor under this
GC-CA-C-1
Agreement or any other agreement between the County and Vendor, The County shall be under no obligation
to purchase such insurance, nor shall it be responsible for the coveragew purchased or the insurance
cornpany or companies used, The decision of the County to purchase such insurance coveragew shall in no
way be construed to be a waiver of any of its rights under the Contract Documents.
If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of
work, the Vendor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than
ten (10) calendar days after the expiration date on the certificate Failure of the Vendor to provide the County
with such renewal certificate(s) shall be considered justification for the County to terminate any and all
contracts,
GC-CA-C-2
Insurance I Bond Type
1. lZJ Worker's
Compensation
2. lZJ Employer's Liability
3. lZJ Commercial General
Liability (Occurrence Form)
patterned after the current
ISO form
4. lZJ Indemnification
4, lZJ Automobile Liability
Collier County Florida
Insurance and Bonding Requirements
Required Limits
Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government
Statutory Limits and Requirements
$1 ,000,000single limit per occurrence
Bodily Injury and Property Damage
$1,000,000,00 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 attorneys' 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.
$ 1 000 000 Each Occurrence; Bodily Injury & Property Damage,
Owned/Non-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 appiicable 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-C-3
6. rg] 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, rg] 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, [8J 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. [8J Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial
General Liability where required,
10, [8J The Certificate Holder shall be named as Collier County Board of County Comrnissioners, OR, Board of
County Corn missioners in Collier County, OR Collier County Government, OR Collier County (or Airport
Authority or Collier MPO)
11, [8J 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,
Name of Firm
Date
Vendor Signature
Print Name
Insurance Agency
Agent Name
Telephone Number
GC-CA-C-4
EXHIBIT C
RELEASE AND AFFIDAVIT FORM
COUNTY OF COLLIER
STATE OF FLORIDA)
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") reieases 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 2010 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 ,2010, by
,~~ ,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-5
EXHIBIT D
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)
Bid No,
Project No.
Application Date
FROM:
(Contractor's Representative) Payment Application No.
(Contractor's Name) for Work accomplished through the Date:
(Contractor's Address)
RE:
(Project Name)
%
%
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: $
Original Contract Time:
Revised Contract Time:
Retainage @ 10% thru[insert date] $
Retainage @ _% after [insert date] $
=
Percent Work completed to Date:
Percent Contract Time completed to Date
Liquidated Damages to be Accrued $
Remaining Contract Balance $
ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION
CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all 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 liens, 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)
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended:
By Design Professional:
(DP's Name)
(Signature) DATE:
(Type Name & Title)
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
Wo
....co....
<<W
>-z"
O<::I:
t-I-!:::
Il!;:
W .
co ;;
~~ '!
I~ .
~
W ~
'"
W
co
~~
0-
1 ~,<
1>-
, Ill!
wi:c
",cn
zl-
, <:!;
...."-
<0
lD>-
I I >-W
I
, z>-
I WW
I ,,-, I
",a.
w::o I
I a.O I
"
I @ ~!r
...JI-WI-
<( W ~I<
bet 1-10
>- ::0 enlo
, 8 ~II-
,
cn ,
0-'
, w<
I ~a:
>-w
cn!;c
I ::0
.
"" 10
Ei (1)10
. <;
en Z' >- -1-
~I .. "I'"
w ~ >-w
~ -I' .g c Ia.
...J E .. . w
<( .. 0 .. >-
> , w cnW
I .... z>-
u.. ll. 0<
0 ::0 _0
0 >-w
W <"
U \!z
...J , '" -'-
~ '" a.cn
C 0 a.
W I ;;= <w
:I: cn>-
:0<
U 00
en >:0
w'"
"'"
a.>-
i
0
~W
:0:0
0-'
w<
,,>
"
cn
I
z
0
i=
a.
0:
"
cn
'C W
~ 0
~
,5
'E I
0
':<. ..i
C - .
E' I 51'"
>- 11 ::oW
iii w,!~L
J: !:::I=:li
>< E 1 z
w ..
~"'__'_._~'_'h_~'_____'_.
~I
~I(/)
.ii:~: !
.~ ~!
_ c::
~ E~
lol.gi
c u
o ~I
~rnl
~IO:
~ m
....it)
~'C
0'105
m m
rJ:5
"'c
m .-
~'O
'" m
~~
m
Coo
~.
m2
:ill~
!I]E 10
0.5
u ~
.~ ~
It) m
't'lI C
,~ 0
:~ ~
:u E
:~ .E
- c
,,-
,-
,c .
,~ c
!c E
10 :::I
!~ "8
: E w ;
i 0 iti --'-
i:E 0
:- 2
"'.c
m>-
~ ~ (I)
:o.c
;~ ~r----TI
i:J ~ I
,~-"l !
m
! CD ,!Q
I~ w!
!.~.~ !
:,* ~I ;
10 ....:
i::J .~!
I..C: wi
f-gj
Q) ttl; I
~ -5i
en
....
<(
>-
o
>-
oo~'
c m
.Q -S
~o
0..2 i
~~, .!
Ul Q)O).
:::Ii:;! ~ '
'~:.9I.si !
~: oJ.ffi:
~,:::I,~I
....cid
~;.QI'-:
c!m;~
::lIE! c
~i.E!~
i:::lI=:Q)
,~ ~,~
: U _I Q)
~I~:g
i~I~'iii
;~il g1'O
'::.c ~
.EI.!!!! ~
cl-Ei a..
h~ :!::~~
~! >.: rJ:
:a~:::
,ttli.9!~'
.. i.c ~
I
i
I
. 1
i
,
i
I
,
!
I
I
!
,
,
,
I
I N
0
<i:
u
U
~
I
,
I
i
I
I
1
,
I I
i I
0
I- - I
CIl- I
w "S
C III
'" C
..-
III
" I
w "C .2
" CIl ~ I I
- CIl I I
0 0 "'0.. I
- -11
, III III
C .-
U _.I: ! I
, I-
en
+ ~"
<{ Ul CIl !
~ ::l_
U 0..
::> ,- - I
E > III I
i!! C I
0 0.. .
lJ..
'E
o
"
CIl
0::
.!!J.
'"
.;:
CIl
-
'"
:;;
"
CIl
~
o
-
en
"
" 0
Q) 'i:
> CIl
CD 'a; c..
g .~
o::~
~"
III CIl
::l >
0'-
<{ ._ CIl
> "
~~
0..
M
o
.d:
u
U
<.9
CIl ~
" CIl
'0 ~
> ::l
Cz
~
1
en
I
C I
0
'0 ~
Q)
::>
c "
C Ul
CIl
0 I c
2- ;
0
-
:0
:c
x
w
CIl
-
'"
c
,
I
1:
EXHIBIT E
CHANGE ORDER
TO:
Project Name:
Sid No,:
Change Order No,:
FROM: Collier County Government
Construction Agreement Dated:
Date:
Change Order Description
Original Agreement Amount """""'" ,,""""" """"""'"
Sum of previous Change Orders Amount """""
This Change Order Arnount """"""""'" """""""'"
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 perfonmed subject to all the same terms and conditions as contained in the
Agreement, as if the sarne were repeated in this acceptance, The adjustrnents, 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: Date:
Design Professional
Accepted by: Date:
Contractor
Approved by: Date:
Department Director
Approved by: Date:
Division Administrator
Approved by: Date:
Purchasing Department
GC-CA-E-5
Authorized by
Director
(For use by Owner: Fund
Number: )
Cost Center:
Date:
GC-CA-E-6
Object Code:
Project
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
,2010
Design Professional
By:
Type Name and Title
CONTRACTOR accepts this Certificate of Substantial Completion on
,2010
CONTRACTOR
By:
Type Name and Title
OWNER accepts this Certificate of Substantial Compietion on
,2010
OWNER
By:
Type Name and Title
GC-CA-F-2
EXHIBIT G
FINAL PAYMENT CHECKLIST
Bid No.:
Contractor:
Project No.:
Date:
,2010
The following items have been secured by the
for the Project known as
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:
Actual Date of Substantial Completion:
Calendar Days.
Final Completion Time as set forth in the Agreement:
Actual Final Completion Date:
Calendar Days.
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:
(Company Name)
(Signature)
(Typed Name & Title)
By Contractor:
GC-CA-G-1
By Desig n
Professional:
By Owner:
GC-CA-G-2
(Firm Name)
(Signature)
(Typed Name & Title)
(Department Name)
(Signature)
(Name & Title)
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:
GC-CA-H-1
those affecting transportation, access, disposal, handling and storage of materials;
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-H-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 50 a.m. to 50 p.m., Monday
through 51. 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-H-3
4.3 Contractor shall submit all Applications for Payment to Engineer's Name,
Engineer's Firm, located at Engineer's Address.
4.4 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.
4.5 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.
4.6 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.
GC-CA-H-4
4.7 Monthly payments to Contractor shall in no way imply approval or acceptance of
Contractor's Work.
4.8 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.
4.9 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.
4.10 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.
4.11 Payments will be made for services furnished, delivered, and accepted, upon
receipt and approval of invoices submitted on the date of services or within six (6)
months after completion of contract. Any untimely submission of invoices beyond the
specified deadline period is subject to non-payment under the legal doctrine of "laches"
as untimely submitted. Time shall be deemed of the essence with respect to the timely
submission of invoices under this agreement.
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:
GC-CA-H-5
(a) defective Work not remedied; (b) third party claims filed or reasonable evidence
indicating probable filing of such claims; (c) 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; (f)
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
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.
5.3 In instances where the successful contractor may owe debts (including, but not
limited to taxes or other fees) to Collier County and the contractor has not satisfied nor
made arrangement to satisfy these debts, the County reserves the right to off-set the
amount owed to the County by applying the amount owed to the vendor or contractor for
services performed of for materials delivered in
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.
GC-CA-H-6
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.
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.
GC-CA-H-7
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:
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
8.1.3
personnel;
Soil conditions which adversely affect the Work;
The hours of operation by Contractor's and Sub-Contractor's
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.
GC-CA-H-8
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.
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
GC-CA-H-9
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
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
GC-CA-H-10
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. No markup shall be placed on sales tax, shipping or subcontractor
markup.
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.
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
GC-CA-H-11
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
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.
GC-CA-H-12
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
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.
GC-CA-H-13
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.
14.3 Statutes and executive orders require employers to abide by the immigration laws
of the United States and to employ only individuals who are eligible to work in the
United States.
The Employment Eligibility Verification System (E-Verify) operated by the Department of
Homeland Security (DHS) in partnership with the Social Security Administration (SSA),
provides an Internet-based means of verifying employment eligibility of workers in the
United States; it is not a substitute for any other employment eligibility verification
requirements. The program will be used for Collier County formal Invitations to Bid
(ITB) and Request for Proposals (RFP) including professional services and construction
services.
Exceptions to the program:
. Commodity based procurement where no services are provided.
. Where the requirement for the affidavit is waived by the Board of County
Commissioners
Vendors I Bidders are required to enroll in the E-Verify program, and provide acceptable
evidence of their enrollment, at the time of the submission of the vendor's/bidder's
proposal. Acceptable evidence consists of a copy of the properly completed E-Verify
Company Profile page or a copy of the fully executed E-Verify Memorandum of
Understanding for the company. Vendors are also required to provide the Collier
County Purchasing Department an executed affidavit certifying they shall comply with
the E-Verify Program. The affidavit is attached to the solicitation documents. If the
BidderNendor does not complv with providinQ both the acceptable E-Verifv
evidence and the executed affidavit the bidder's I vendor's proposal shall be
deemed non-responsive. Documentation of these requirements will not be
accepted after the bid I proposal deadline date.
Additionally, vendors shall require all subcontracted vendors to use the E-Verify system
for all purchases not covered under the "Exceptions to the program" clause above.
For additional information regarding the Employment Eligibility Verification System (E-
Verify) program visit the following website: http://www.dhs.qov/E-Verifv. It shall be the
vendor's responsibility to familiarize themselves with all rules and regulations governing
this program.
Vendor acknowledges, and without exception or stipulation, any firm(s) receiving an
award shall be 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 and with the provisions contained within this
affidavit. Failure by the awarded firm(s) to comply with the laws referenced herein or
GC-CA-H-14
the provisions of this affidavit shall constitute a breach of the award agreement and the
County shall have the discretion to unilaterally terminate said 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
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
GC-CA-H-15
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
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 therefor or re-Ietting the Work, and in
GC-CA-H-16
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
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.
GC-CA-H-17
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 therefor. 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.
(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
GC-CA-H-18
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.
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.
GC-CA-H-19
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,
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.
GC-CA-H-20
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 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.
GC-CA-H-21
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.
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.
GC-CA-H-22
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:
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
GC-CA-H-23
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.
All new electrical installations shall incorporate NFPA 70E Short Circuit Protective
Device Coordination and Arc Flash Studies where relevant as determined by the
engineer.
All electrical installations shall be labeled with appropriate NFPA 70E arch flash
boundary and PPE Protective labels.
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;
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
GC-CA-H-24
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
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
GC-CA-H-25
reference. Copies are available through Risk Management and/or Purchasing
Departments, and is available on-line at colliergov.net/purchasing.
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-H-26
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
GC-CA-H-27
subject to Owner's approval. Further, unless expressly waived in writing by Owner, all
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.
GC-CA-H-28
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
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
GC-CA-H-29
The Project files and records shall be available at all times to Owner and Design
Professional or their designees for reference, review or copying.
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, Vendor / Contractor / Proposer 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 (F.A.C.) 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.
GC-CA-H-30
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.
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, F.A.C. and 62-762,
F.A.C. 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.
40. DISPUTE RESOLUTION
Prior to the initiation of any action or proceeding permitted by this Agreement to resolve
disputes between the parties, the parties shall make a good faith effort to resolve any
such disputes by negotiation. The negotiation shall be attended by representatives of
CONSULTANT with full decision-making authority and by OWNER'S staff person who
would make the presentation of any settlement reached during negotiations to OWNER
for approval. Failing resolution, and prior to the commencement of depositions in any
litigation between the parties arising out of this Agreement, the parties shall attempt to
resolve the dispute through Mediation before an agreed-upon Circuit Court Mediator
certified by the State of Florida. The mediation shall be attended by representatives of
CONSULTANT with full decision-making authority and by OWNER'S staff person who
would make the presentation of any settlement reached at mediation to OWNER'S
board for approval. Should either party fail to submit to mediation as required
hereunder, the other party may obtain a court order requiring mediation under Section
44.102, Fla. Stat.
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.
GC-CA-H-31
EXHIBIT I
SUPPLEMENTAL TERMS AND CONDITIONS
1. The County may, at its discretion, use VISA/MASTER card credit network as a
payment vehicle for goods and/or services purchased as a part of this contract.
GC-CA-I-1
EXHIBIT J
TECHNICAL SPECIFICATIONS
See Project Manual and Specifications and any addenda making changes thereto.
GC-CA-J-1
EXHIBIT K
PERMITS
GC-CA-K-1
EXHIBIT L
STANDARD DETAILS
GC-CA-L-1
EXHIBIT M
PLANS AND SPECIFICATIONS
GC-CA-M-1
EXHIBIT N
CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT
GC-CA-N-1